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ENGI NEERI NG • AR CHI TECTURE • ENV IRO NM ENT AL
Ongoing Screening Summary Report
2013 Inspection Year
Illicit Discharge Detection and Elimination Program
City of Oshkosh
February 20, 2014
OMNNI Project No. N2029B13
Illicit Discharge Detection and Elimination
Conducted For
City of Oshkosh
Ongoing Screening Summary Report
2013 Inspection Year
Prepared by:
OMNNI Associates, Inc.
One Systems Drive
Appleton, WI 54914-1654
(T) 920/735-6900
(F) 920/830-6100
www.omnni.com
OMNNI Project Number N2029B13
February 20, 2014
Table of Contents
EXECUTIVE SUMMARY ................................................................................................................. 1
BACKGROUND ............................................................................................................................... 1
PURPOSE ...................................................................................................................................... 1
OUTFALL IDENTIFICATION AND MAPPING ......................................................................................... 1
INITIAL SCREENING PROGRAM ........................................................................................................ 2
DEVELOPMENT OF ONGOING SCREENING PROGRAM ....................................................................... 2
SCREENING METHODOLOGY .......................................................................................................... 3
RAINFALL AND FLOW ................................................................................................................... 5
RAINFALL ...................................................................................................................................... 5
FLOW ............................................................................................................................................ 7
SUBMERGED OUTFALLS ................................................................................................................. 8
2012 PROGRAM OUTFALL RE-SCREENING ............................................................................... 9
UPSTREAM MANHOLES WITH GROSS SOLIDS (01-132, 01-520, 03-22, 03-35, 06-829) ................. 10
OUTFALL 02-184 (LEGION PLACE) ............................................................................................... 10
OUTFALL 02-322 (RAHR AVENUE) ................................................................................................ 10
OUTFALL 06-2241(KNAPP STREET) ............................................................................................. 11
OUTFALL 13-1716 (VICTORY CAR WASH)..................................................................................... 11
OUTFALL 13-1758 (W ASHBURN STREET / QUENT’S SERVICE STATION) ......................................... 11
OUTFALL 14-582 (HYDRITE CHEMICAL) ........................................................................................ 11
OUTFALL 16-1508 (N. W ESTFIELD STREET) ................................................................................. 11
PHYSICAL INDICATOR ASSESSMENT ...................................................................................... 12
FLOATABLES ............................................................................................................................... 12
ODOR ......................................................................................................................................... 12
TURBIDITY ................................................................................................................................... 12
COLOR ........................................................................................................................................ 13
VEGETATION ............................................................................................................................... 13
BENTHIC GROWTH ....................................................................................................................... 13
STAINS........................................................................................................................................ 14
GROSS SOLIDS............................................................................................................................ 14
OBSERVED CONDITIONS .............................................................................................................. 15
CHEMICAL ANALYSIS ................................................................................................................. 16
PH .............................................................................................................................................. 17
TEMPERATURE ............................................................................................................................ 18
CONDUCTIVITY ............................................................................................................................ 19
CHLORINE ................................................................................................................................... 21
COPPER ...................................................................................................................................... 21
AMMONIA .................................................................................................................................... 22
DETERGENTS .............................................................................................................................. 23
PHENOLS .................................................................................................................................... 26
POTENTIAL ILLICIT DISCHARGES ............................................................................................. 26
UPSTREAM MANHOLES WITH SIGNIFICANT FLOATABLE DEBRIS ...................................................... 27
OUTFALL 02-184 (LEGION PLACE) ............................................................................................... 30
OUTFALL 12-1692 (W OOD DUCK COURT) .................................................................................... 32
OUTFALL 13-1758 (W ASHBURN STREET) ..................................................................................... 33
OUTFALL CONDITION ASSESSMENTS ..................................................................................... 36
DAMAGE ..................................................................................................................................... 37
DEPOSITION ................................................................................................................................ 39
EROSION ..................................................................................................................................... 45
GRAFFITI ..................................................................................................................................... 46
CONCLUSION ............................................................................................................................... 47
STANDARD OF CARE .................................................................................................................. 48
List of Appendices
MS4 OUTFALL MAP .................................................................................................................... A-1
2012 ONGOING SCREENING DISTRICT MAP .......................................................................... A-2
2012 OUTFALL INSPECTION REPORTS ...................................................................................... B
LOCATIONS OF OUTFALLS WITH POTENTIAL ILLICIT DISCHARGES .................................. C-1
LOCATIONS OF OUTFALLS WITH DAMAGE ............................................................................ C-2
LOCATIONS OF OUTFALLS WITH DEPOSITION ...................................................................... C-3
LOCATIONS OF OUTFALLS WITH EROSION ........................................................................... C-4
LOCATIONS OF OUTFALLS WITH GRAFFITI ........................................................................... C-5
UPSTREAM MANHOLES WITH SIGNIFICANT FLOATABLE DEBRIS ...................................... D-1
OUTFALL 02-184 (LEGION PLACE) INVESTIGATION .............................................................. D-2
OUTFALL 12-1692 (WOOD DUCK COURT) INVESTIGATION .................................................. D-2
OUTFALL 13-1758 (WASHBURN STREET) INVESTIGATION .................................................. D-3
List of Tables
TABLE 1 - OBSERVED FLOW INTENSITY AT OUTFALLS .......................................................... 7
TABLE 2 - 2012 OUTFALLS RE-SCREENED UNDER THE 2013 PROGRAM ............................. 9
TABLE 3 - IDDE POTENTIAL OF OUTFALLS WITH AMMONIA DETECTIONS ......................... 23
TABLE 4 - OUTFALLS WITH ELEVATED ILLICIT DISCHARGE CLASSIFICATIONS ................ 27
TABLE 5 - HISTORY OF MANHOLES WITH SIGNIFICANT GROSS SOLIDS ........................... 29
TABLE 6 - OUTFALLS WITH DAMAGE ....................................................................................... 37
TABLE 7 - OUTFALLS WITH DEPOSITION ................................................................................. 39
TABLE 8 - OUTFALLS WITH EROSION ...................................................................................... 45
TABLE 9 - OUTFALLS WITH GRAFFITI ....................................................................................... 46
List of Figures
FIGURE 1 - LOCATION OF WEATHER STATION RELATIVE TO INSPECTION AREA .............. 5
FIGURE 2 - SUMMER 2013 WEATHER HISTORY (WEATHER UNDERGROUND) .................... 6
FIGURE 3 - RAINFALL HISTORY AND OUTFALL INSPECTIONS ............................................... 7
FIGURE 4 - FLOW INTENSITY AT OUTFALL ................................................................................ 8
FIGURE 5 - SUBMERGED STATUS OF OUTFALLS ..................................................................... 9
FIGURE 6 - PHYSICAL INDICATOR OBSERVATIONS............................................................... 16
FIGURE 7 - PH SAMPLE RESULTS............................................................................................. 18
FIGURE 8 - TEMPERATURE SAMPLE RESULTS ...................................................................... 19
FIGURE 9 - CONDUCTIVITY SAMPLE RESULTS ...................................................................... 20
FIGURE 10 - AMMONIA SAMPLE RESULTS .............................................................................. 23
FIGURE 11 – TYPICAL MBAS DETERGENT TEST RESULTS .................................................. 25
FIGURE 12 - DETERGENT SAMPLE RESULTS ......................................................................... 25
FIGURE 13 - ILLICIT DISCHARGE POTENTIAL OF INSPECTED OUTFALLS .......................... 27
FIGURE 14 - SUDS ALONG SHORELINE NORTH OF OUTFALL 02-184 (2012) ...................... 30
FIGURE 15 - POOL IN UPSTREAM MANHOLE 02-184 US1 (2012) .......................................... 31
FIGURE 16 - POOL IN UPSTREAM MANHOLE 02-184 US1 (2013) .......................................... 31
FIGURE 17 - APPROXIMATE LOCATION OF OUTFALL 12-1692 .............................................. 32
FIGURE 18 - UPSTREAM MANHOLE 12-1692 US1 .................................................................... 32
FIGURE 19 - PUDDLE NEAR 3855 WOOD DUCK COURT ........................................................ 33
FIGURE 20 - OIL ON SURVEY ROD FROM STORM MANHOLE 13-1743 (12/11/2012) ........... 33
FIGURE 21 - POOL AT END OF OUTFALL 13-1748 (12/12/2012) ............................................. 34
FIGURE 22 - POOL AT END OF OUTFALL 13-1748 (2013) ....................................................... 35
FIGURE 23 - UPSTREAM MANHOLE 13-1748 US1 (2013) ........................................................ 35
FIGURE 24 - UPSTREAM DETENTION BASIN (2013)................................................................ 36
FIGURE 25 - DOWNSTREAM END OF SWALE (2013)............................................................... 36
FIGURE 26 - CRACK ON APRON WALLS OF OUTFALL 12-1916 (MINOR DAMAGE) ............. 37
FIGURE 27 - OUTFALL 06-1083 APRON DISPLACEMENT (MINOR DAMAGE) ....................... 37
FIGURE 28 - OUTFALL 13-1283 CORROSION (MINOR DAMAGE) ........................................... 38
FIGURE 29 – CORROSION AND UNDERCUTTING AT OUTFALL 14-124 (MODERATE
DAMAGE) ...................................................................................................................................... 38
FIGURE 30 - OUTFALL 14-1515 CORROSION (MODERATE DAMAGE) .................................. 38
FIGURE 31 - OUTFALL 14-645 APRON DISPLACEMENT (MINOR DAMAGE) ......................... 38
FIGURE 32 - OUTFALL 14-659 APRON DISPLACEMENT (MODERATE DAMAGE) ................. 38
FIGURE 33 - OUTFALL 14-660 APRON DISPLACEMENT (MODERATE DAMAGE) ................. 38
FIGURE 34 - OUTFALL 14-675 CORROSION (MINOR DAMAGE) ............................................. 39
FIGURE 35 - OUTFALL 14-676 CORROSION (MODERATE DAMAGE) .................................... 39
FIGURE 36 - OUTFALL 14-999 APRON DISPLACEMENT (MINOR DAMAGE) ......................... 39
FIGURE 37 - MODERATE DEPOSITION AT OUTFALL 12-1245 ................................................ 40
FIGURE 38 - MINOR DEPOSITION AT OUTFALL 12-1261 ........................................................ 40
FIGURE 39 - MODERATE DEPOSITION AT OUTFALL 12-1676A ............................................. 41
FIGURE 40 - MINOR DEPOSITION AT OUTFALL 12-1916 ........................................................ 41
FIGURE 41 - MINOR DEPOSITION IN MANHOLE 13-1098 US1 ................................................ 41
FIGURE 42 - MODERATE DEPOSITION AT OUTFALL 13-1283 ................................................ 41
FIGURE 43 - MINOR DEPOSITION AT OUTFALL 13-1588 ........................................................ 41
FIGURE 44 - MODERATE DEPOSITION AT OUTFALL 13-1758 ................................................ 41
FIGURE 45 - MODERATE DEPOSITION AT OUTFALL 13-2611 ................................................ 42
FIGURE 46 - MINOR DEPOSITION AT OUTFALL 13-2860 ........................................................ 42
FIGURE 47 - MINOR DEPOSITION AT OUTFALL 13-68 ............................................................ 42
FIGURE 48 - MINOR DEPOSITION AT OUTFALL 14-1007 ........................................................ 42
FIGURE 49 - SEVERE DEPOSITION AT OUTFALL 14-1136 ...................................................... 42
FIGURE 50 - MINOR DEPOSITION AT OUTFALL 14-1138 ........................................................ 42
FIGURE 51 - SEVERE DEPOSITION AT OUTFALL 14-1218 ...................................................... 43
FIGURE 52 - MINOR DEPOSITION AT OUTFALL 14-1222 ........................................................ 43
FIGURE 53 - MODERATE DEPOSITION AT OUTFALL 14-670 .................................................. 43
FIGURE 54 - MODERATE DEPOSITION AT OUTFALL 14-766 .................................................. 43
FIGURE 55 - MINOR DEPOSITION AT MANHOLE 15-1702 US1 ............................................... 43
FIGURE 56 - MINOR DEPOSITION AT OUTFALL 15-1734 ........................................................ 43
FIGURE 57 - MINOR DEPOSITION AT OUTFALL 15-1746 ........................................................ 44
FIGURE 58 - MINOR DEPOSITION AT OUTFALL 15-1806 ........................................................ 44
FIGURE 59 - SEVERE DEPOSITION AT OUTFALL 15-1807 ...................................................... 44
FIGURE 60 - MODERATE DEPOSITION AT MANHOLE 15-1807 US1 ...................................... 44
FIGURE 61 - MODERATE DEPOSITION AT OUTFALL 15-1856 ................................................ 44
FIGURE 62 - MINOR DEPOSITION AT MANHOLE 15-1856 US1 ............................................... 44
FIGURE 63 - SEVERE DEPOSITION AT OUTFALL 15-1891 ...................................................... 45
FIGURE 64 - MINOR DEPOSITION AT MANHOLE 15-1891 US1 ............................................... 45
FIGURE 65 - SEVERE DEPOSITION AT OUTFALL 15-1903 ...................................................... 45
FIGURE 66 - MODERATE DEPOSITION AT OUTFALL 15-2477 ................................................ 45
FIGURE 67 - MINOR EROSION NEAR OUTFALL 14-124........................................................... 46
FIGURE 68 - MODERATE EROSION (SINKHOLE ABOVE JOINT)NEAR OUTFALL 14-660 .... 46
FIGURE 69 - MINOR EROSION NEAR OUTFALL 15-1891......................................................... 46
FIGURE 70 - GRAFFITI NEAR OUTFALL 14-659 ........................................................................ 47
FIGURE 71 - ILLICIT DISCHARGE POTENTIAL ......................................................................... 47
February 20, 2014 1 2013 Ongoing Screening Summary Report
City of Oshkosh
EXECUTIVE SUMMARY
During the summer of 2013, OMNNI Associates, Inc. (OMNNI) assisted the City of Oshkosh with
inspecting the outfalls in the City’s municipal separate storm sewer system (MS4) for potential
illicit discharges. Following the Illicit Discharge Ongoing Inspection Program that was developed
in 2009, OMNNI inspected 95 of the approximately 362 MS4 outfalls identified in the City,
including 12 outfalls that were re-screened due to potential illicit discharges in 2012. The
inspections consisted of a visual screening along with a chemical analysis of any dry-weather
flow that was present. The inspections revealed seven outfalls with evidence of potential illicit
discharges.
The 2013 inspection year completed the first four-year cycle that was outlined in the original
2009 Ongoing Screening Program. The City will review and update the Ongoing Screening
Program to include the Priority Outfall concept recommended by the Wisconsin Department of
Natural Resources (WDNR) in the March 15, 2012 IDDE guidance document. After the updated
plan is implemented, annual outfall screenings will resume according to the proposed schedule.
BACKGROUND
Purpose
Under Section 2.3.3 of the Wisconsin Pollutant Discharge Elimination System (WPDES) Permit
No WI-S050075-1 (“permit”), the City of Oshkosh is required to conduct ongoing dry weather
field screening of all outfalls during the term of the permit to detect potential illicit discharges.
Under the MS4 permit, an outfall is defined as “the point at which storm water is discharged to
waters of the state or leaves one municipality and enters another.” The MS4 is defined as “a
conveyance or system of conveyances including roads with drainage systems, municipal streets,
catch basins, curbs, gutters, ditches, constructed channels or storm drains, which meets all of
the following criteria:
1. Owned or operated by a municipality.
2. Designed or used for collecting or conveying storm water.
3. Which is not a combined sewer conveying both sanitary and storm water.”
When applied to the City of Oshkosh, the MS4 permit requires ongoing screening of the road
ditch or storm sewer outfalls where the outfalls discharge to a water of the state (i.e., a
navigable or non-navigable stream, lake, or wetland) or where they discharge into an adjacent
municipality or to a county or state highway right-of-way.
OMNNI assisted the City of Oshkosh with developing a four-year ongoing screening program in
2009, and completed the ongoing screening program for the first set of outfalls in 2010. This
report summarizes the results of the fourth year of the ongoing field screening program. The
City may need to include these results in the annual report required by the MS4 permit due
March 31, 2014.
Outfall Identification and Mapping
In 2009, the City of Oshkosh identified major and minor outfalls within the city as part of the
MS4 mapping process required by the permit. Outfalls were identified at the locations where
February 20, 2014 2 2013 Ongoing Screening Summary Report
City of Oshkosh
the City’s MS4 discharged to a water of the state, to an adjacent municipality, or outside the
permitted area. Approximately 348 potential outfalls were identified during this process in
2009. (The number has changed since then, due to construction of stormwater detention
basins, reconfiguration of the City’s storm sewer system, and reevaluation of existing outfalls.)
Topographic information was also used to define approximate drainage basins for each outfall.
Based on this information, each outfall was classified as “major” or “minor.” A “major outfall,”
as defined by the MS4 permit, is an MS4 outfall that meets one of the following criteria:
1. A single pipe with an inside diameter of 36 inches or more or equivalent conveyance
(cross sectional area of 1,018 square inches) which is associated with a drainage area of
more than 50 acres.
2. A single pipe with an inside diameter of 12 inches or more or equivalent conveyance
(cross sectional area of 113 square inches) which receives storm water runoff from land
zoned for industrial activity with 2 or more acres of industrial activity, but not land
zoned for industrial activity that does not have any industrial activity present.
Outfalls not meeting the definition of a major outfall are considered “minor outfalls.” OMNNI
has also worked with the WDNR to develop a third class of outfalls – “supplemental” outfalls.
Supplemental outfalls are storm sewer outfalls which may not meet the definition of an outfall
according to the MS4 general permit, but should be included in an ongoing field screening
program. The majority of the supplemental outfalls are detention basin inlets, which do not
discharge directly to a water of the state, and therefore are not technically outfalls. However,
sampling the detention basin inlets is an important component of the overall screening process,
as illicit discharges are more likely to be discovered at the detention basin inlets rather than at
the detention basin outfall.
When necessary, field verification was used to determine outfall sizes or drainage patterns. The
current outfall map includes 100 major outfalls, 230 minor outfalls, and 32 “supplemental”
outfalls. These numbers are updated each year as outfalls are located during the ongoing field
screening program and modifications are made to the MS4. A map showing the MS4 outfalls is
included in Appendix A.
Initial Screening Program
Per Section 2.3.2 of the MS4 general permit, the City was required to conduct an initial field
screening at all major outfalls during dry weather periods. This initial field screening was
required to be conducted within 36 months of the date that the permit was issued. The minor
and supplemental outfalls should be included in the ongoing field screening to be conducted in
future years.
OMNNI conducted the initial field screening for the City of Oshkosh during the summer of 2009.
During the initial field screening, 109 major outfalls throughout the City were inspected. (There
has been a net decrease of three major outfalls since the initial field screening due to changes in
the storm sewer system and field confirmation of measurements.) The initial field screening
revealed 24 major outfalls that showed evidence of a potential illicit discharge. The results of
the initial field screening were presented to the City in the City of Oshkosh Initial Field
Screening Summary Report (May 18, 2010).
Development of Ongoing Screening Program
Section 2.3.3 of the MS4 permit requires municipalities to develop an ongoing screening
program and submit it to the WDNR within 36 months of the date that the permit was issued.
February 20, 2014 3 2013 Ongoing Screening Summary Report
City of Oshkosh
The ongoing screening program was to include provisions to include all outfalls (major, minor
and supplemental) at least once during the 5-year permit cycle. In developing the program,
consideration was to be given to the hydrological conditions, total drainage area, population
density, traffic density, age of the structures or buildings in the area, history of the area, and
land use types.
Based on the MS4 permit requirements and other information obtained from WDNR, OMNNI
developed a proposed ongoing screening program for the City of Oshkosh. The permitted area
was divided into four inspection districts, each with approximately the same number of outfalls.
One district would be inspected each year, resulting in a four-year inspection cycle. At the end
of the first inspection cycle, the inspection results were to be evaluated to determine if the
inspection cycle for each outfall should be adjusted.
The proposed ongoing screening program was presented to the City in the CITY OF OSHKOSH
IDDE O NGOING FIELD SCREENING PROGRAM (May 19, 2010). OMNNI conducted the first round of
ongoing screening inspections during the summer of 2010, the second round of inspections was
conducted during the summer 2011, and the third round of inspections was conducted during
the summer of 2012. The fourth round of inspections was conducted in 2013, and the results are
included in this report. The 2013 inspection district is shown in more detail in Appendix A.
Screening Methodology
OMNNI’s outfall screening methodology loosely follows the procedures outlined in ILLICIT
DISCHARGE DETECTION AND ELIMINATION : A GUIDANCE MANUAL FOR PROGRAM DEVELOPMENT AND
T ECHNICAL ASSESSMENTS (Center for Watershed Protection / Robert Pitt, October 2004). The
procedures were modified to comply with the MS4 permit requirements, and have evolved after
several years of experience.
Outfalls that have been previously inspected are located with the assistance of GPS. For outfalls
that have not been previously inspected, the available MS4 mapping is used to physically locate
the outfall, and then the GPS location is recorded to assist with future inspections. The physical
properties of the outfall are then recorded – type of outfall, dimensions, material, and discharge
location. A photograph of the outfall is taken to show the general location and configuration.
After the physical properties have been recorded, the outfall and surrounding area are screened
for indicators of current or past illicit discharges. Sample indicator parameters include floatable
material, gross solids, odors, stains, color of water, turbidity, abnormal vegetation and benthic
growth. If any of these physical indicators are observed, they are further described and
quantified. A close-up photograph is taken of the actual discharge of the outfall, showing any
indicator parameters or flow from the outfall. A short video of the flow is also taken to
document the magnitude of the flow or the lack of flow at the time of inspection.
The MS4 permit specifies that the outfalls be screened during periods of dry weather. Outfall
inspections are typically conducted in the summer months to avoid the effects of snowmelt
runoff in the storm sewer system. OMNNI generally waits for a minimum of 72 hours following
a runoff-producing rainfall event to conduct the outfall screening. This typically allows sufficient
time for the stormwater to discharge through the drainage area and outfall. If, after 72 hours,
the outfall still has flow, a sample is collected and screened for chemical indicators of an illicit
discharge. While the actual list of chemical parameters is specific to each outfall, most flowing
outfalls are screened for the following parameters:
February 20, 2014 4 2013 Ongoing Screening Summary Report
City of Oshkosh
pH
Chlorine (total chlorine and free chlorine)
Copper
Detergents
Phenols (for outfalls in basins with industrial sources)
Ammonia
Temperature
Conductivity
The list of chemical parameters was developed using the parameters that were required for the
initial field screening in the MS4 permit (listed in bold), and supplemented with additional
parameters that are useful for tracking illicit discharges.
In some cases, outfalls can be either partially or fully submerged. A partially submerged outfall
is an outfall where the elevation of the invert is below the water level of the receiving water. A
fully submerged outfall is a pipe that is entirely below the water surface. In either condition, the
water is “backed up” into the discharging pipe or channel, and is not free-flowing. Under these
conditions, if a sample is collected at the outfall point, the sample could consist almost entirely
of the receiving water.
In the case of partially or fully submerged outfalls, OMNNI developed a sampling procedure that
was approved by WDNR. The submerged outfall is screened for physical indicators. However,
the flow sample is collected from the first access point (i.e., manhole, catchbasin, curb inlet)
upstream of the outfall. This reduces the influence of the receiving water. Typically, if there is
no flow or pooled water at the upstream location, then no sample is collected. For all upstream
sampling, a note is made of the distance and land use of the area between the outfall and the
upstream area to assess the potential for illicit connections between the outfall and the
upstream location.
In the event that the physical or chemical indicators show that there is a potential ongoing illicit
discharge, the Illicit Discharge Coordinator of the municipality is contacted. If requested,
OMNNI then assists the municipality with attempting to identify the source of the discharge,
usually by inspecting and/or sampling additional upstream points to attempt to isolate a
particular branch of the MS4 network.
While not explicitly required by the MS4 permit, OMNNI also conducts a physical condition
assessment for each outfall. The inspector identifies any graffiti, damage, erosion or deposition
present at the outfall and assigns a severity. This information is provided to the municipality to
assist with maintenance activities.
A detailed outfall report is generated for each outfall that is inspected. The outfall report
includes the general outfall information that was collected, along with detailed inspection
results for each inspection conducted at the outfall. This provides a comprehensive history of
the inspection results for the outfall as multiple inspections are performed over the life of the
outfall.
Detailed inspection reports for each outfall are included in Appendix B. Some general
observations from the field screening are noted in the following sections.
February 20, 2014 5 2013 Ongoing Screening Summary Report
City of Oshkosh
RAINFALL AND FLOW
Rainfall
Weather data was obtained from the Weather Underground website. Personal weather station
KWIOSHKO10 (“Northeast Oshkosh”) is located near the intersection of Nicolet Avenue and
Bowen Street in the City of Oshkosh. The conditions at this weather station were considered
representative of the weather in the City of Oshkosh for the 2013 inspection area. The location
of the weather station in relation to the 2013 inspection area is shown in Figure 1.
Figure 1 - Location of weather station relative to inspection area
The weather history from June 1 through October 15 from this weather station is shown in
Figure 2.
February 20, 2014 6 2013 Ongoing Screening Summary Report
City of Oshkosh
Figure 2 - Summer 2013 weather history (Weather Underground)
Outfall inspections were conducted in the City of Oshkosh on July 2, 3, 16, 17, 30, 31 and
September 5, 2013. Those inspection dates (red), along with the daily rainfall history (blue), are
shown in Figure 3.
February 20, 2014 7 2013 Ongoing Screening Summary Report
City of Oshkosh
Figure 3 - Rainfall history and outfall inspections
Flow
To meet the requirement of dry weather screening, outfalls were typically screened at least 72
hours after the previous runoff-producing rainfall event. Despite this time period, 7 of the 95
inspected outfalls had dry weather flow, as described below:
Table 1 - Observed flow intensity at outfalls
Outfall Flow Intensity
12-1261 Trickle
12-2092a Moderate
13-1588 Trickle
14-635 Trickle
14-659 Trickle
14-676 Moderate
14-999 Trickle
(Note that if the outfall was partially or fully submerged, it is not included in this list.
Submerged outfalls, along with the observed flow patterns, are described in the next section.)
February 20, 2014 8 2013 Ongoing Screening Summary Report
City of Oshkosh
The distribution of the flow intensity of the outfalls is shown in Figure 4.
Figure 4 - Flow intensity at outfall
If dry weather flow was found during the field screening, a sample was collected and analyzed
for the presence of indicator parameters. The analysis conducted is discussed in a later section.
Not all flow is an indicator of an illicit discharge. Following a significant rainfall event, surface
water and groundwater elevations can be higher than normal. Much of the observed flow may
originate from sump pump discharges, detention basin discharges, permitted discharges, and
infiltration into the storm sewer system.
Submerged Outfalls
Most of the outfalls in the City were located at or below the normal levels of their respective
receiving waters. Of the 95 inspected outfalls, 44 were partially submerged, and 18 were fully
submerged (Figure 5). Of the 18 fully submerged outfalls, 13 could not be physically located.
February 20, 2014 9 2013 Ongoing Screening Summary Report
City of Oshkosh
Figure 5 - Submerged status of outfalls
As shown in Figure 4, of the 62 submerged outfalls, 13 could not be located, one had no flow,
four had slight flow, and 44 had indeterminate flow. The submerged flow was classified as
“indeterminate” if there were no physical or visual indications of flow within the submerged
pool, but it was not possible to definitively rule out flow (i.e., by observing dry sections directly
above and below the submerged pool).
Submerged outfalls were screened at a representative upstream location (i.e., first upstream
manhole), if one was available. If flow or a submerged pool was present in the upstream
location, a sample was collected. If a representative upstream location was not available, a
sample was collected from the submerged pool at the outfall.
2012 PROGRAM OUTFALL RE-SCREENING
In addition to the 83 outfalls identified in the 2012 district for the ongoing field screening
program, 12 outfalls from the 2012 screening program were also re-screened in 2013. These
outfalls had potential illicit discharges identified during the 2012 ongoing field screening
program. The outfalls that were re-screened are listed below:
Table 2 - 2012 outfalls re-screened under the 2013 program
Outfall Classification Reason
01-132 Potential
Persistent gross solids in upstream manhole (also present in 2010
and 2011).
01-520 Potential
Persistent gross solids in upstream manhole (also present in 2009,
2010 and 2011).
February 20, 2014 10 2013 Ongoing Screening Summary Report
City of Oshkosh
Outfall Classification Reason
02-184 Potential
Elevated ammonia (3-6 ppm) and detergent (0.2 mg/L) in upstream
manhole. Investigated in 2012.
02-322 Potential Elevated ammonia and sewer odor; elevated pH in 2011.
03-22 Potential
Persistent gross solids in upstream manhole (also present in 2009,
2010 and 2011).
03-35 Potential
Persistent gross solids in upstream manhole (also present in 2009,
2010 and 2011).
06-2241 Potential Elevated ammonia (3 ppm) in upstream manhole.
06-829 Potential Persistent gross solids in upstream manhole
13-1716 Potential Elevated detergent (1.2 mg/L) and ammonia (3 ppm) in manhole.
13-1758 Obvious
Petroleum discharge from service station into storm sewer and
receiving waters (2012).
14-582 Potential
Black discharge in stream around outfall (2012). Previous chemical
discharges.
16-1508 Potential Elevated ammonia (3 ppm) in upstream manhole.
These 12 outfalls were screened in the same manner as the other outfalls in the 2013 inspection
area. These outfalls are included in the outfall reports in Appendix B and the maps included in
Appendix C (if applicable). The results of these re-screenings are summarized below.
Upstream Manholes with Gross Solids (01-132, 01-520, 03-22, 03-35, 06-829)
Five outfalls were identified as potential illicit discharges in 2012 due to significant quantities of
floatable gross solids trapped in the upstream manholes. Many of these manholes have had
significant gross solids for the duration of the ongoing screening. The five manholes were re-
screened in 2013, with the exception of 01-132, which was determined to be too hazardous to
screen due to traffic. All four of the inspected upstream manholes still contained similar
amounts of floatable gross solids, and were considered potential illicit discharges again in 2013.
These outfalls are discussed in more detail in the Potential Illicit Discharges section of this
report.
Outfall 02-184 (Legion Place)
Outfall 02-184 was investigated in 2012 due to a property owner concern of suds along the
shoreline. While the suds were determined to be from natural processes, a sample collected
from the upstream manhole contained ammonia and detergent, and the manhole had a strong
sewer odor. The manhole was re-screened in 2013 with similar results, and was classified as a
potential illicit discharge. This outfall is discussed in more detail in the Potential Illicit Discharges
section of this report.
Outfall 02-322 (Rahr Avenue)
Outfall 02-322 was screened in 2011 and found to have a low pH (5.21) in the sample from the
upstream manhole. Because of this, it was re-screened in 2012, and the sample contained
elevated ammonia (3-6 ppm). The upstream manhole also had a sewer odor. While
investigating the discharge, an adjacent sanitary sewer manhole was inspected, and a crack was
observed in the flowline. This damage was reported to the City.
When outfall 02-322 was re-screened in 2013, it appeared that the sanitary manhole had been
repaired. The sample from the upstream manhole did not have any chemical indicators out of
range, and no sewer odor was detected. It appeared that the fix to the sanitary sewer manhole
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eliminated the potential illicit discharge at outfall 02-322. As a result, this outfall was not
classified as a potential illicit discharge in 2013.
Outfall 06-2241(Knapp Street)
Outfall 06-2241 was screened in 2012 as part of the ongoing screening program. The outfall was
submerged, so a sample was collected from the upstream manhole. This sample had an
ammonia concentration of 3 ppm. A sample collected from the receiving water had a similar
ammonia concentration. The upstream manhole and receiving water were re-screened in 2013.
No ammonia was detected in the upstream manhole or receiving water during the inspection.
As a result, it is assumed that the 2012 detection was due to the receiving water, and this outfall
was not classified as a potential illicit discharge in 2013.
Outfall 13-1716 (Victory Car Wash)
Outfall 13-1716 consists of the outlet pipe for the detention basin immediately adjacent to
Victory Car Wash. When the downstream manhole was screened in 2012 as part of the ongoing
screening program, detergent and ammonia was present in the sample. The discharge was
traced to the trench drain at the exit of the car wash. The City has indicated that it would not be
feasible to connect this drain to the sanitary sewer due to the clear water that would enter from
the parking lot. The manhole was re-screened in 2013. During this screening, there was no
ammonia or detergent detected. This outfall was not classified as a potential illicit discharge in
2013.
Outfall 13-1758 (Washburn Street / Quent’s Service Station)
Outfall 13-1758 was investigated in 2012 due to reports of an oil sheen at the outfall and in the
upstream manholes and storm sewer. The discharge was traced to the sump discharge from
Quent’s Service Station, which was discharging petroleum products into the storm sewer. A
hazardous materials response operation was conducted, and oil containment booms were
deployed. The outfall and surrounding area were inspected again in 2013. Several oil
containment booms were still deployed, and a petroleum odor and sheen were observed.
Because of the continued presence of the petroleum, the outfall was classified as a potential
illicit discharge. This outfall is discussed in more detail in the Potential Illicit Discharges section
of this report.
Outfall 14-582 (Hydrite Chemical)
Outfall 14-582 was investigated in the past due to ammonia and/or chlorine discharges, which
were traced to a storm sewer lateral coming from Hydrite Chemical. In 2012, a dark substance
was present in the stream in the vicinity of the outfall pipe. The discharge was investigated, and
the extent was mapped, but no source was identified. The dark discharge dispersed over the
next few days. The outfall was re-screened in 2013, and no significant physical or chemical
indicator parameters were observed. The outfall was not classified as a potential illicit discharge
in 2013. However, due to the history of illicit discharges and the industries in the area, this
outfall should be screened more frequently than every four years.
Outfall 16-1508 (N. Westfield Street)
Outfall 16-1508 was screened in 2012. The outfall was partially submerged, so a sample was
collected from the upstream manhole. The sample contained 3 ppm ammonia. The ammonia
was traced upstream to a manhole adjacent to the restrooms at Red Arrow Park. Potential
ammonia sources included the restrooms at the park, or the former landfill located at the park
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site. The outfall was re-screened in 2013. No ammonia was detected at the upstream manhole.
As a result, the outfall was not classified as a potential illicit discharge in 2013. However, due to
the history of illicit discharges and the history of the area, this outfall should be screened more
frequently than every four years.
PHYSICAL INDICATOR ASSESSMENT
All outfalls, regardless of whether they exhibited dry-weather flow at the time of inspection,
underwent an extensive assessment for physical indicators of past or current illicit discharges.
The physical indicators are grouped into eight categories, and each category is assigned a
severity rating based on the observed conditions, along with a qualitative description, if
applicable. The eight categories of physical indicators are described below.
Floatables
Floatables include petroleum sheens, suds, algae, and evidence of raw sewage. These
conditions would typically be observed in an area of stagnant water, such as a downstream pool
or an upstream manhole, although some may be observed in the actual flow. Some conditions
(petroleum sheens and sewage) are almost always the result of an illicit discharge. Other
floatables, like suds and algae, can have non-illicit sources, but their presence can also indicate
the potential for an illicit discharge, and the source should be traced.
Vegetative debris and solid waste (litter) can also float, but these substances are included in the
Gross Solids category, and are not considered floatables.
A slight severity for floatables indicates isolated occurrences of the substance in the pool or
flow. A moderate severity indicates a broader coverage, including distinct pockets of the
substance. A severe classification typically describes total coverage of the water surface.
Odor
Clean stormwater should have no odor. Odors may be caused by the presence of chemicals,
which can indicate a potential illicit discharge. The classification of odor is somewhat subjective,
and may vary depending on the inspector. Some of the odor classifications are chemical-based,
and include petroleum, VOC/solvent, chlorine, and sulfur. Other odor classifications are even
more subjective, and include musty, fishy, sewage, and fragrant.
Odor can be difficult to quantify. As a result, the severity is based on the method that it can be
detected. A slight severity for odor indicates that the odor can be detected in the sample bottle.
A moderate severity indicates that the odor can be detected in the flow itself. A severe
classification indicates that the odor can be detected from a distance.
Turbidity
Turbidity is a measure of the clarity of a water sample, reflecting the amount of suspended
solids present in the water. As turbidity increases, the water becomes cloudy and eventually
opaque. Turbidity has a negative impact on aquatic life, as it prevents sunlight from penetrating
the water.
Turbidity is frequently caused by soil erosion that occurs upstream of the outfall. The soil
erosion can be accelerated by poor erosion control management practices. Active construction
sites and highly eroded areas are common sources of turbidity.
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While turbidity can be measured directly using an instrument like a turbidimeter, the relative
turbidity of each outfall sample was assessed qualitatively. A slight severity for turbidity
indicates that the sample appeared slightly cloudy in the sample bottle. A moderate severity
indicates that the sample exhibits significant cloudiness. A severe classification was used for a
sample that was opaque in the sample bottle.
Color
Stormwater typically should be clear, with no apparent color. Certain tints and colors can
indicate the presence of substances that could be a potential illicit discharge. Some tints can be
caused by natural substances, such as tannins in leaves and vegetative debris causing a slight
brown tint. High concentrations of suspended solids can cause orange tints (clay), brown tints
(loam) or gray-black tints (organic materials). Certain colors (i.e., red, blue and green) are
almost never naturally-occurring, and likely indicate an illicit discharge.
Color is most easily assessed in the sample bottle. The sample bottle can be compared to a
bottle of deionized water as a standard. The general color of the sample is noted, along with
the relative severity. A slight severity for color indicates that the color is faint in the sample
bottle. A moderate severity indicates that the color is easily detected in the sample bottle. A
severe classification indicates that the color can be observed in the actual flow or pool, outside
of the sample bottle.
Vegetation
The health of the vegetation in the area surrounding the outfall can be an indicator of potential
illicit discharges from the outfall. Various chemicals in an illicit discharge can inhibit or kill the
vegetation in the areas surrounding the outfall. Discharges with high nutrient levels –
particularly fertilizer runoff – can significantly increase the amount of vegetation around the
outfall.
Because outfalls provide a water source, the vegetation around outfalls is typically more
productive than areas farther from the outfall, particularly during dry periods. It is important to
distinguish between increased vegetation due to available water and excessive vegetation due
to nutrients in the runoff. True vegetation impacts due to chemicals or nutrients appear to be
rare compared to other physical indicator parameters.
The “vegetation” indicator parameter does not apply to vegetation growing inside the outfall
pipe or on the pipe apron. This condition is evaluated under the “benthic growth” parameter.
Vegetation effects were classified as either “inhibited” or “excessive.” The severity was
subjectively assigned based on the extent of the vegetation impact that was observed, ranging
from slight to severe.
Benthic Growth
Due to the presence of nutrients, organic materials and moisture, outfall pipes and aprons can
commonly host vegetation that grows on the sides and bottoms of the structures. This is
particularly common in concrete pipes, which are more porous, but can occur on nearly all pipe
materials. The vegetation encountered is typically algae, moss and lichens.
Some degree of benthic growth is present on nearly all storm sewer outfall pipes, and appears
to increase with age. The presence of benthic growth alone is not typically a reason to classify
an outfall as a potential illicit discharge. However, severe cases of benthic growth, especially
when combined with other indicators, can be used to classify and trace illicit discharges.
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The color of the benthic growth is noted on the inspection report. Green benthic growth is most
common in outfalls with sunlight. Brown benthic growth is more common in outfalls with
limited sunlight. Other colors, such as orange, can sometimes be present.
The severity of the benthic growth is determined by a subjective analysis of the thickness of the
vegetation. A slight severity for benthic growth indicates a thin layer, usually a film or the dried
stains of former growth. A moderate severity is used when an actual depth of vegetation can be
observed, typically up to one-half inch deep. A severe classification is used when the vegetation
changes from a short, “fuzzy” layer to longer, more defined plants with stems and leaves.
Stains
Stains inside pipes, aprons, riprap and channels can be good indicators of past illicit discharges.
Clean stormwater typically would not cause stains. However, some non-illicit discharges can
cause stains, including tannins from vegetation (brown), road salt (white), minerals (various
colors) and suspended solids (gray or brown). Most storm sewer pipes will have some degree of
staining due to natural causes, and the stains tend to increase with age. These stains are
typically found at either the normal or the high flowline for the pipe.
Abnormal stains are typically indicators of past illicit discharges. Common types of stains in this
category include oil and grease, paint, concrete washout, and iron discharges (rust). It is
important to distinguish between actual iron discharges and normal pipe corrosion, which can
occur in metal pipes, and is not an illicit discharge. Corrosion typically occurs along the invert of
the pipe, where water may collect and corrode the pipe. Rust stains are typically darker streaks,
often originating from a lateral or other incoming pipe.
Stains are useful indicators, since they tend to be persistent, and can often be used to trace the
flow path upstream to a source, even after the original illicit discharge has ended. By screening
outfalls on a regular basis and documenting the stains with photographs, it is possible to
compare the severity of the stains to determine if a discharge is ongoing.
Stains are classified according to the type of stain present (i.e., oil, paint, rust, etc.), as well as
their relative severity. The severity is subjectively assigned based on the extent of the staining
that was observed, ranging from slight to severe. Because of the subjective nature of this rating,
photographs are extremely helpful for documentation.
Gross Solids
The Center for Watershed Protection adopted the concept of Gross Solids in regards to illicit
discharge detections. Gross solids are materials that are larger than fine solids (silt and clay) and
coarse solids (fine sand, fine gravel, and detritus). Gross solids consist primarily of litter (human
derived trash larger than 4.75 mm), organic debris (leaves, branches, seeds, twigs and grass
clippings larger than 4.75 mm), and coarse sediments (inorganic breakdown products from soils,
pavement or building materials greater than 0.075 mm).
The type of gross solid most frequently encountered during outfall inspections appears to be
litter (garbage). These materials typically enter the storm sewer from an upstream catchbasin
or inlet. Paper, plastic and foam are frequently encountered in manholes, where they can
become trapped as they float on the surface. These materials can also travel down storm sewer
pipes and swales, ultimately discharging at the outfall.
Vegetative debris, including leaves and grass clippings, can also enter the storm sewer through
catchbasins and inlets and travel to the outfall. As with litter, an attempt is made to determine
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if the vegetative debris traveled through the storm sewer or was deposited at the outfall in
another manner.
Coarse sediment is encountered less frequently than litter and vegetative debris. Most of the
sediment encountered during outfall inspections is fine sediment that travels through the storm
sewer and is deposited at the outfall. This sediment is included in the “Deposition” category of
the Physical Condition Assessment on the report, and the sediment depth is recorded.
Sediment is typically only considered a Gross Solid physical indicator parameter if it appears that
the sediment was illicitly dumped into the storm sewer through a catchbasin, inlet or manhole.
Gross solid severity is similar to the method used for floatables. A slight severity for gross solids
indicates isolated occurrences of the substance in the pool or flow. A moderate severity
indicates a broader coverage, including distinct pockets of the substance. A severe classification
typically describes total coverage of the water surface or manhole.
Observed Conditions
The presence of any physical indicators in the pipe or channel, flow, downstream pool, and
surrounding area were recorded at the time of the inspection. Certain physical indicators, such
as color and turbidity, can only be evaluated if flow or downstream pools are present. (Because
the inspection criteria for physical indicator parameters have evolved over the past several
years, some of the parameters included in the current year’s inspections may not have been
evaluated in previous years, and those parameters may appear as blank or missing data on
earlier reports.)
The presence of one or more physical indicator parameters does not necessarily indicate that an
illicit discharge is occurring or has occurred in the past. Certain physical indicators, such as the
presence of solid waste or oil sheens in the flow, strongly suggest an illicit discharge has recently
occurred. Other indicators, such as staining of the pipe or channel, may indicate that an illicit
discharge occurred in the past, although the exact time is not known. Still other physical
indicators may have natural or non-illicit causes, and the presence of these parameters alone
should not be the grounds for assuming an illicit discharge.
Physical indicators can also be valuable aids when tracing a suspected illicit discharge upstream
to the source. Certain physical indicators – pipe and channel stains in particular – are persistent
and can be used to trace the flow well after the actual flow has stopped.
The physical indicators observed during the outfall inspections are summarized in Figure 6.
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Figure 6 - Physical indicator observations
Benthic growth (green and/or brown) and flowline stains were prevalent at many of the outfalls.
These conditions are fairly common, and are not typically considered strong indicators of
recurring illicit discharges unless they are particularly severe.
Four outfalls were classified as potential illicit discharge because of the presence of gross solids
in their upstream manholes. One outfall (13-1758) was classified as a potential illicit discharge
because of the observed petroleum sheen and odor. These outfalls are discussed in more detail
in the Potential Illicit Discharges section of this report. No other outfalls were classified as
potential illicit discharge solely due to physical indicators.
CHEMICAL ANALYSIS
When dry-weather flow is present at an outfall or upstream manhole, chemical indicator
parameters can provide valuable information about whether the flow is an illicit discharge, as
well as providing clues about the potential sources of the flow. Section 2.3.2.2 of the general
permit requires that outfalls with dry-weather flow be sampled for pH, total chlorine, total
copper, total phenol and detergents for the initial screening of major outfalls, unless detergent,
ammonia, potassium and fluoride were used as alternate parameters.
Under section 2.3.3, the ongoing screening of all outfalls could be modified to include other
parameters. For the ongoing screening program, OMNNI tested for the following chemical
indicators:
pH
Temperature
Conductivity
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Chlorine (total and free)
Copper
Ammonia
Detergents
Phenols (for drainage basins with industrial areas)
Flow samples were collected at all outfalls that exhibited dry-weather flow at the time of the
inspection. For partially-submerged or fully-submerged outfalls, a sample was collected from
the flow or submerged pool at the first upstream sampling location, or from the outfall pool if
an upstream location was not available. A total of 60 stormwater samples were collected and
analyzed as part of the ongoing screening process in 2013 – 11 from flow streams and 49 from
pools. Depending on the specific conditions for the outfall, not all tests were run for all samples.
The indicator parameters, testing methods, and results are explained in the sections that follow.
pH
Background
The pH of a stormwater sample can be used to detect the presence of illicit substances in the
flow. Neutral water has a pH of 7.0. However, unpolluted rainwater commonly has a pH of 5.0
to 6.0, due to the conversion of carbon dioxide in the atmosphere to carbonic acid. The
presence of pollutants in the atmosphere can cause the formation of additional hydrochloric
and/or nitric acid in the rainwater, which will further lower pH. The pH of the runoff is typically
raised as it reacts with carbonates and other alkaline materials in the rocks and soil. Contact
with concrete pipes and channels also raises the pH of the runoff.
The typical pH range for stormwater runoff is from 6.0 to 9.0. Samples with a pH lower than 6.0
or higher than 9.0 would be suspect for illicit discharges. Possible sources of high or low pH
include industrial discharges and concrete truck washout.
Testing Method
During the ongoing screening program, OMNNI tested the pH of the outfall samples with an
Oakton PC-10 handheld pH/conductivity/temperature meter, which displays the pH reading to
0.01 pH units. The probe was periodically calibrated at 4.01, 7.00 and 10.01 pH values. The pH
reading was taken in the sample bottle as soon as possible after the sample was collected from
the outfall, as the pH of the sample can change over time.
Results
The pH results for the pH samples are shown in Figure 7.
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Figure 7 - pH sample results
The pH values ranged from 7.24 to 9.21. Two samples – FernauPond and 12-1795 US1 –
exceeded the upper action limit of 9.0 with readings of 9.20 and 9.21, respectively. Since none
of the other tested chemical indicators for these samples were out of range, the elevated pH
was not considered suspicious. None of the samples were considered suspect due to pH.
Temperature
Background
While not included in the list of parameters required by the general permit, the temperature of
a stormwater sample can be useful in determining if the flow is originating from an illicit source.
Because most stormwater is conveyed in underground pipes, the temperature of the flow at the
outfall is typically expected to be similar to the ground temperature which is often cooler than
the ambient temperature in summer. However, stormwater that passes through open channels
or ponds upstream of the outfall can be heated directly by the sun, and may be close to ambient
temperature or even slightly warmer. Temperature is normally only a consideration when the
runoff is significantly lower than the ground temperature or higher than the ambient
temperature, which can indicate the presence of an industrial discharge. For example, cooling
water or process water is typically significantly warmer than the ambient temperature.
Ground temperatures were typically 55 °F or warmer in summer. As a result, the “normal”
temperature range was set at 55 °F to 90 °F. Any samples outside of this range could contain
flow other than stormwater runoff.
Testing Method
During the ongoing screening program, OMNNI recorded the temperature of the outfall samples
with an Oakton PC-10 handheld pH/conductivity/temperature meter, which displays the
temperature reading to 0.1 °C. The temperature reading was taken in the sample bottle at the
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same time the pH was tested, as soon as possible after the sample was collected from the
outfall, as the temperature of the small volume of the sample container will rapidly change.
Results
The temperature results for the samples are shown in Figure 8.
Figure 8 - Temperature sample results
The temperature values ranged from 63 to 86 °F. The samples with the highest temperatures
were collected from locations that could be influenced by solar heating, so the upper values
were not considered suspect. None of the samples exhibited abnormal temperatures, so none
of the samples were considered suspect due to temperature.
Conductivity
Background
While not included in the list of parameters required by the general permit, the conductivity of a
stormwater sample can be useful in determining if the flow is originating from an illicit source,
and identifying potential sources of the discharge. Conductivity is a measure of the ability of
water to pass an electrical current. The presence of inorganic dissolved solids (chloride, nitrate,
sodium, calcium, iron, etc.) can increase the conductivity of a water sample. Organic
compounds (oil, alcohol, sugar, etc.) are not good conductors, and therefore have relatively low
conductivities.
Conductivity in surface water is influenced by the local geology. Streams that run through
granite bedrock tend to have lower conductivity because granite is composed of more inert
materials that do not ionize when washed into the water. However, streams that run through
areas with clay soils tend to have higher conductivity because of the higher ionizing potential of
clay. Sanitary sewage can raise the conductivity due to increased levels of chloride, phosphate
and nitrate.
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Conductivity is typically measured in siemens, with a typical unit of microsiemens per
centimeter (µS/cm). Distilled water has a conductivity in the range of 0.5 to 3 µS/cm, while
rivers typically have conductivities ranging from 50 to 1500 µS/cm. Conductivity readings above
2000 µS/cm can sometimes be associated with industrial discharges.1
Conductivity values under 2000 µS/cm would be considered to be normal. Samples with
conductivities over 2000 µS/cm would be identified as suspicious, but the discharge would not
be considered a potential illicit discharge unless other indicator parameters (physical or
chemical) were observed.
Testing Method
During the ongoing screening program, OMNNI recorded the conductivity of the outfall samples
with an Oakton PC-10 handheld pH/conductivity/temperature meter, which displays the
conductivity reading to 0.01 µS/cm. The conductivity reading was taken in the sample bottle as
soon as possible after the sample was collected from the outfall, as the conductivity of the
sample can change with temperature.
Results
The conductivity results for the samples are shown in Figure 9.
Figure 9 - Conductivity sample results
The conductivity values ranged from 289 to 1,923 µS/cm. None of the samples tested exceeded
the 2,000 µS/cm action level for conductivity, so none of the samples were considered suspect
due to conductivity.
.
1 USEPA: Water-Monitoring & Assessment – Conductivity (http://water.epa.gov/type/rsl/monitoring/vms59.cfm)
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Chlorine
Background
The presence of chlorine in a stormwater sample usually demonstrates the presence of
substances other than stormwater runoff. Chlorine is typically an indicator of either potable
water (from a chlorinated municipal water supply) or an industrial discharge. It can also be
caused by leaking or draining swimming pools. However, chlorine can also be present in non-
illicit discharges (as defined by the general permit and the City’s illicit discharge ordinance),
including residential car washing, lawn irrigation, hydrant flushing, water main breaks, and
industrial discharges regulated under a WPDES permit. Therefore, the presence of chlorine in a
sample indicates the presence of a non-stormwater source; however, the source should be
identified to determine if it is an illicit discharge.
Dissolved chlorine is measured using three different values: free chlorine, combined chlorine,
and total chlorine. Free chlorine represents the “unbound” chlorine molecules in solution,
which are the most effective for disinfecting. Combined chlorine represents the chlorine
molecules that are bound to other organic molecules, such as chloramines, which are also
commonly used in drinking water disinfection. Total chlorine represents the sum of the free
chlorine and the combined chlorine. The general permit requires sampling for total chlorine.
Action levels were established by OMNNI for most chemical indicators. A test result that
exceeds the action level warrants follow-up investigation. In general the action level for total
chlorine is set at 0 mg/L. Any detection of chlorine indicates the presence something other than
stormwater in the sample. Depending on the source, it may or may not be an illicit discharge.
Testing Method
During the ongoing screening program, OMNNI tested the outfall samples for total chlorine and
free chlorine using Hach Free & Total Chlorine Test Strips, 0-10 mg/L. These test strips had
result steps of 0, 0.5, 1, 2, 4 and 10 mg/L. The chlorine tests were taken in the sample bottle as
soon as possible after the sample was collected from the outfall, as chlorine can dissipate over
time.
Results
None of the samples tested positive for free chlorine or total chlorine, so none of the samples
were considered suspect due to chlorine.
Copper
Background
The presence of copper in stormwater runoff is usually due to discharge from industries that
manufacture copper-based products or use copper-containing chemicals in their manufacturing
process. In some cases, copper can leach from plumbing systems and enter the water. Copper
concentrations as low as 0.1 mg/L can be toxic to aquatic vegetation and wildlife.
The general permit requires sampling for total copper. In general the action level for total
copper is set at 0 mg/L. Any detection of copper indicates the presence something other than
stormwater in the sample.
Testing Method
During the ongoing screening program, OMNNI tested the outfall samples for total copper using
Hach Copper Test Strips, 0-3 mg/L. These test strips had result steps of 0, 0.2, 0.5, 1, and 3 ppm.
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The copper tests were taken in the sample bottle as soon as possible after the sample was
collected from the outfall.
Results
None of the samples tested positive for total copper, so none of the samples were considered
suspect due to copper.
Ammonia
Background
While not included on the list of required parameters in the general permit, ammonia is a
valuable test parameter to identify potential illicit discharges. Besides being present in
industrial discharges, ammonia can also be an indicator of wastewater or washwater discharges,
which are often indicators of sanitary sewer cross-connections. When tested along with
potassium, it is possible to use the ratio of ammonia to potassium to distinguish between
wastewater and washwater. However, since both typically originate from sanitary sewer, this
determination is not usually required to identify an illicit discharge.
It should be noted that there are also several natural sources of ammonia which do not
constitute an illicit discharge. Waste from pets and wildlife can cause ammonia in the runoff,
particularly if wildlife frequently inhabit the storm sewer pipes and manholes. Storm sewers
connected to stagnant water or wetlands frequently have elevated ammonia levels due to
microbial decay of plant and animal proteins. In addition, ammonia may be present in industrial
discharges with a WPDES permit.
Because of the natural sources of ammonia, the action level for ammonia detections was set at
greater than 1 ppm. Samples with ammonia concentrations of 1 ppm or lower were not
investigated unless additional chemical or physical indicator parameters were present.
Testing Method
During the ongoing screening program, OMNNI tested the outfall samples for ammonia using
Hach Ammonia (Nitrogen) Test Strips, 0-6.0 ppm. These test strips had result steps of 0, 0.25,
0.5, 1, 3, and 6 ppm NH3-N. The ammonia tests were conducted in a separate vial of stormwater
taken from the sample bottle as soon as possible after the sample was collected from the
outfall, as the ammonia concentration can dissipate over time.
Results
The ammonia results for the samples are shown in Figure 10.
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Figure 10 - Ammonia sample results
The ammonia values ranged from 0 to over 6 ppm. Several samples were at or below the 1 ppm
action limit. Based on other factors, those outfalls may or may not have been classified as
potential illicit discharges. The illicit discharge potential of the outfalls with ammonia detections
are summarized in Table 3.
Table 3 - IDDE potential of outfalls with ammonia detections
Outfall
Ammonia
(ppm) IDDE Potential Reason
02-184 US1 6 Potential
Also detected 1.3 mg/L detergent detection,
strong sewer odor.
13-1716 US1 1 Unlikely
2012 rescreen. No other indicator parameters
present.
14-635 1 Unlikely No other indicator parameters present.
14-676 0.5 Unlikely No other indicator parameters present.
14-996 US1 0.5 Unlikely No other indicator parameters present.
15-1856 US1 1 Unlikely No other indicator parameters present.
15-1891 US1 1 Unlikely No other indicator parameters present.
16-1508 US1 0.5 Unlikely
2012 rescreen. No other indicator parameters
present.
The outfalls that were considered potential illicit discharges are discussed in more detail in the
Potential Illicit Discharges section of this report.
Detergents
Background
The presence of detergents in the outfall sample is usually an indication of the presence of
wastewater and/or washwater. This is typically the result of a sanitary sewer cross connection
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or washwater dumped in or near a stormwater inlet. However, detergent can also be present in
non-illicit discharges (as defined by the general permit and the municipality’s illicit discharge
ordinance), including runoff from residential car washing. Therefore, the presence of detergent
in a sample indicates the presence of a non-stormwater source; however, the source should be
identified to determine if it is an illicit discharge.
There are four main classes of detergents:
Anionic detergents (negatively charged) – Common in dishwasher detergents, liquid and
powdered laundry detergents, carwash detergents, and shampoo. Anionic detergents
have excellent cleaning properties and high sudsing potential.
Cationic detergents (positively charged) – Used for germicides, fabric softeners and
emulsifiers. Cationic detergents have poor cleaning properties by themselves, but can
help anionic detergents be more effective.
Nonionic detergents (ionically inert) - Common in hand dishwashing liquids, household
cleaners, and laundry detergents (especially in combination with anionic detergents).
Nonionic detergents are excellent grease removers.
Amphoteric detergents (negatively or positively charged, based on pH) – Found in
shampoo and cosmetic products due to their mild chemical nature. Amphoteric
detergents are also found in hand dishwashing liquids due to their high sudsing
potential.
Unfortunately, due to the diverse classes of detergents, there is no single test to detect the
presence of all detergents. The most common test – the Methylene Blue Active Substances
(MBAS) test – is only effective in identifying the presence of anionic detergents.
The general permit requires sampling for detergents. In general the action level for detergents
is set at 0 mg/L. Any detection of detergent indicates the presence something other than
stormwater in the sample. Depending on the source, it may or may not be an illicit discharge.
Testing Method
During the ongoing screening program, OMNNI tested the outfall samples for detergents using
MBAS method with the equipment and reagents provided in the Hach Stormwater Test Kit. This
is a colorimetric test method in which the intensity of the color in the reagent can be used to
estimate the anionic detergent concentration. In most cases, a clear result indicates no
detergent in the sample, and a blue tint indicated a positive detection of detergent.
In some samples with high turbidity, the MBAS test method results in foam or bubbles in the
solution. These bubbles have no impact on the overall test result, and if the bubbles and
solution are clear, the result is a negative test for detergent.
February 20, 2014 25 2013 Ongoing Screening Summary Report
City of Oshkosh
No Detergent Present Detergent Present Turbidity Bubbles,
No Detergent Present
Figure 11 – Typical MBAS Detergent Test Results
Because of the equipment and reagents (including chloroform) used in the MBAS test, the
detergent test was conducted in the office at the end of the day. OMNNI’s experience with
samples that have tested positive for detergent show that little dissipation occurs within 48
hours of testing, so same-day testing for detergents was an acceptable approach.
Results
The detergent results for the samples are shown in Figure 12.
Figure 12 - Detergent sample results
The detergent values ranged from 0 to 1.3 mg/L, with two samples having estimated detergent
concentrations of 1.3 mg/L. The first sample – 02-184 US1 – is located on an old branch of
storm sewer on Legion Place. The sample also had an ammonia concentration exceeding 6 ppm,
so it was considered a potential illicit discharge. This outfall is discussed in more detail in the
Potential Illicit Discharges section of this report.
The sample from manhole 12-1692 US1 also had a detergent concentration of 1.3 mg/L. None of
the other tested chemical indicator parameters were out of range, and a follow-up sample
collected the next day did not detect any detergent. The detergent was likely a result of
February 20, 2014 26 2013 Ongoing Screening Summary Report
City of Oshkosh
residential car washing, but the outfall was still classified as a potential illicit discharge due to
the initial detergent detection. This outfall is discussed in more detail in the Potential Illicit
Discharges section of this report.
Phenols
Background
The presence of phenol in stormwater runoff is usually due to discharge from industries that use
phenol-containing chemicals in their manufacturing process. These industries include chemical,
textile, paint, resin, tire, plastic, electronics and pharmaceutical manufacturing. Phenol can also
occur naturally in the groundwater in some areas.
The general permit requires sampling for phenol. Because of its limited sources, the Ongoing
Screening Program submitted to the WDNR proposed that phenol only be tested for outfalls
with industrial sources in the drainage basin. In general the action level for phenol is set at
0 mg/L. Any detection of phenol indicates the presence something other than stormwater in
the sample.
Testing Method
During the ongoing screening program, OMNNI tested the outfall samples for phenol using the
equipment and reagents provided in the Hach Stormwater Test Kit. This is a colorimetric test
method in which the intensity of the color in the reagent can be used to estimate the phenol
concentration. In most cases, a clear result indicates no phenol in the sample, and an orange
tint indicated a positive detection of phenol.
Because of the equipment and reagents used in the phenol test, the phenol test was conducted
in the office at the end of the day. No dissipation of the phenol was expected within 24-48
hours of collecting the sample.
Results
None of the samples tested positive for phenol, so none of the samples were considered suspect
due to phenol.
POTENTIAL ILLICIT DISCHARGES
After examining the presence of physical indicators at each outfall and any chemical indicators
present in the stormwater samples, each outfall was assigned one of the following
classifications, in order of increasing likelihood of the presence of current or past illicit
discharges:
Unlikely – no significant physical or chemical evidence of current or past illicit discharge
Potential – presence of physical and/or chemical indicators, but no strong visible
evidence
Obvious – visible and/or strong chemical evidence of current or past illicit discharge
Of the 97 inspected outfalls, 90 were classified as unlikely and 7 were classified as potential.
The outfalls that were classified as anything other than “unlikely” are summarized in the table
below and discussed in more detail in the following sections. A map showing the locations of
these outfalls is included in Appendix C.
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City of Oshkosh
Table 4 - Outfalls with elevated illicit discharge classifications
Outfall Classification Reason
01-520 Potential
Persistent gross solids in upstream manhole (also present in 2009,
2010, 2011 and 2012).
02-184 Potential
Detergent and ammonia in upstream manhole (also present in
2012). Storm sewer supposedly abandoned.
03-22 Potential
Persistent gross solids in upstream manhole (also present in 2009,
2010, 2011 and 2012).
03-35 Potential
Persistent gross solids in upstream manhole (also present in 2009,
2010, 2011 and 2012).
06-829 Potential Persistent gross solids in upstream manhole (also present in 2012).
12-1692 Potential Detergent detected in upstream manhole.
13-1758 Potential Traces of petroleum still present from 2012 release.
The number of outfalls identified with potential illicit discharges slightly less than 2012. A chart
showing the number of outfalls inspected over the past five years (starting with the initial
screening in 2009) and the number of potential or obvious illicit discharges is shown in Figure
13.
Figure 13 - Illicit discharge potential of inspected outfalls
Upstream Manholes with Significant Floatable Debris
During the 2013 ongoing screening program, four upstream manholes contained significant
amounts of floatable debris (gross solids), including plastic bottles, foam packaging, and other
solid waste, and were classified as potential illicit discharges. This effect was most pronounced
at manholes upstream of a fully-submerged outfall, where the storm sewer pipes within the
manhole were also fully-submerged. In these cases, any floatable debris traveling along the top
of the storm sewer pipe will enter the manhole, and will remain suspended in the manhole pool,
February 20, 2014 28 2013 Ongoing Screening Summary Report
City of Oshkosh
as they are not able to escape through the submerged outlet pipe. In these cases, the
submerged manhole acts as a trap for much of the floatable debris.
While some may not consider gross solids a true illicit discharge, it does meet the definition of
an illicit discharge, since it is a substance present in the discharge that is not comprised entirely
of stormwater. In most cases, there will be one or more access points which allow the debris to
enter the MS4. Because of this, the presence of significant floatable debris in upstream
manholes caused the illicit discharge potential of the outfall to be raised to “potential.”
Upstream manholes with isolated solid waste or debris (generally three or fewer pieces) are not
included in this list, and were not considered potential illicit discharges.
Upstream manholes that were classified as “potential” sources of illicit discharge due to
significant floatable debris during the 2012 screening program are shown in Table 5. The 2013
screening results are also shown. Of the five manholes that were classified as “potential”
sources due to floatable debris in 2012, all manholes still had sufficient debris to be classified as
“potential” illicit discharges. (Outfall 01-132 US1 was not screened due to traffic control for its
location on the centerline of Jackson St at the base of the bridge. Based on the condition of
nearby manhole 01-520 US1, it was assumed that the condition was similar to 2012.) In some
cases, it appears that the manholes were not cleaned. In other cases, the manholes appeared to
accumulate new debris.
Note that in some cases, sediment and/or vegetation falls into the manhole when the manhole
cover is removed, and those materials also appear in the photos. The severity of the floatable
debris is based on the presence of the original debris and solid waste.
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City of Oshkosh
Table 5 - History of manholes with significant gross solids
Manhole
(City ID)
2010 Ongoing Screening
(October 2010)
2011 Prescreening
(May 2011)
2011 Ongoing Screening
(October 2011)
2012 Ongoing Screening
(June 2012)
2012 Repeat Screening
(September 2012)
2013Ongoing Screening
(July 2013)
2013 IDDE
Potential
01-132 US1
(01-132)
Not screened due to
traffic
Not screened due to
traffic N/A
01-520 US1
(01-520)
Potential
03-22 US1
(03-22)
Potential
03-35 US1
(N/A)
Potential
06-829 US1
(06-831)
Potential
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City of Oshkosh
It is recommended that the outfalls with significant floatable debris be reinspected during the
2014 ongoing screening program. These manholes should be cleaned several months prior to
the next outfall screening. By doing this, it will be possible to determine if the debris is from a
prior discharge, or if the problem is ongoing. If it is determined that it is an ongoing problem,
upstream inlets, especially those located near dumpsters or other solid waste storage areas,
should be closely examined in an attempt to locate the source of the discharge. These areas
could then be targeted for public education campaigns.
A map showing the locations of the manholes with floatable debris is included in Appendix D.
Outfall 02-184 (Legion Place)
The City contacted OMNNI on December 4, 2012 with a request to investigate a report of suds in
Lake Winnebago near outfall 02-184. A concerned citizen contacted the City about suds along
the shoreline near Legion Place on November 9, 2012. The resident had stated that the suds
were common during the summer of 2011, and that they were again present. The City
investigated the report, but no suds were observed during the investigation. The caller was
advised to notify the City if the suds reappeared. The resident contacted the City on November
30 to report that the suds were present again at that time.
OMNNI investigated the area around the outfall on December 6, 2012. Outfall 02-184 consists
of an 8-inch clay pipe that is fully submerged and could not be located. The first upstream
manhole (02-184) is located directly west of the outfall on Legion Place, and has two short
segments to the north and south of the manhole. The actual drainage basin only consists of five
residential parcels along the shoreline. A separate storm sewer pipe runs parallel to this branch
in Legion Place, and discharges at outfall 02-357, north of outfall 02-184.
OMNNI met with the resident that reported the suds to the City. Some suds were present on
the shoreline near the outfall. Samples of the suds and lake water were collected near the
outfall and at two locations along the shoreline north of the outfall. Because the outfall was
submerged, a sample was also collected from the pool in the upstream manhole.
Figure 14 - Suds along shoreline north of outfall 02-184 (2012)
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City of Oshkosh
Figure 15 - Pool in upstream manhole 02-184 US1 (2012)
The suds observed on December 6 were consistent with the appearance of the suds that can be
formed by natural surfactants in surface water. However, the sample that was collected from
the pool in the upstream manhole had a detergent concentration of 0.2 mg/L, and an ammonia
concentration of 3-6 ppm. These chemical indicators suggest that sanitary sewage may be
present in the storm sewer, which could be causing the suds in the lake.
Based on the sample results, OMNNI recommended that the City televise the entire storm
sewer branch to locate any potential sanitary cross connections. An email was sent to the Illicit
Discharge Coordinator on December 6 summarizing the results and the recommended action.
After the storm sewer was televised, it appeared that the storm sewer outfall had been
abandoned.
The outfall and upstream manhole were re-screened on September 5, 2013. At that time, a
strong sewer odor was present in the upstream manhole. In addition, the sample had an
ammonia concentration in excess of 6 ppm, and a detergent concentration of 1.3 mg/L. Both of
these concentrations were higher than the 2012 screening. An update was provided to the Illicit
Discharge Coordinator on September 6.
Figure 16 - Pool in upstream manhole 02-184 US1 (2013)
Based on these results, it appears that there may be sanitary sewage in this branch of storm
sewer. The City should verify that it is indeed abandoned, and also check for cross-connections
February 20, 2014 32 2013 Ongoing Screening Summary Report
City of Oshkosh
from the nearby residences. It is recommended that this outfall be screened again in 2014 to
monitor the levels of ammonia and detergent..
Additional information and maps related to this investigation are included in Appendix D.
Outfall 12-1692 (Wood Duck Court)
Outfall 12-1692 consists of a 24” reinforced concrete pipe that drains parts of Shore Preserve
Drive and Wood Duck Court in the Edgewood Village subdivision. The pipe discharges to a
detention basin west of Wood Duck Court. When the outfall was screened on July 16, 2013, the
outfall pipe could not be located, as it was fully submerged, and covered with a dense mat of
algae in the detention basin.
Figure 17 - Approximate location of outfall 12-1692
Because the pipe was submerged and could not be located, a sample was collected from the
first upstream manhole. The manhole was located in the center of the cul-de-sac on Wood Duck
Court. No abnormal physical indicators were observed; however, the sample had a detergent
concentration of 1.3 mg/L.
Figure 18 - Upstream manhole 12-1692 US1
Because of the detergent detection, the discharge was investigated on the next day. Each of the
upstream manholes and inlets were inspected, and samples were collected from the various
pools inside the structures. No detergent was present in manhole 12-1692 US1 or any of the
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City of Oshkosh
other upstream structures on July 17. However, a small puddle was observed at the end of the
driveway for 3855 Wood Duck Court. A sample was collected from this puddle, and the
detergent concentration was 1.3 mg/L. Based on this result, it appears that the detergent is
entering the storm sewer from the surface, likely due to residential car washing or similar
operations. Residential car washing is an allowed discharge under the MS4 general permit, and
is not considered an illicit discharge.
Figure 19 - Puddle near 3855 Wood Duck Court
Because the source of the detergent was not definitively confirmed as residential car washing,
the outfall should be re-screened in 2014 to verify that the detergent discharge is no longer
present.
Additional information and maps related to this investigation are included in Appendix D.
Outfall 13-1758 (Washburn Street)
The City contacted OMNNI on December 11, 2012 to report that city crews had encountered oil
in a storm sewer manhole while surveying the area around Washburn Street just south of STH
44, and requested that OMNNI assist with identifying the source of the oil. OMNNI conducted
an investigation on December 12 to identify the source of the oil and define the downstream
extent of the contamination.
Figure 20 - Oil on survey rod from storm manhole 13-1743 (12/11/2012)
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City of Oshkosh
With assistance from two city survey staff, the storm sewer branch for outfall 13-1758 was
investigated. Outfall 13-1758 is a reinforced concrete pipe that discharges to the USH 41
southbound right-of-way, south of STH 44. The pipe was partially submerged, and an oil sheen
was present in the pool at the end of the pipe. After discharging from the outfall, the flow
followed a swale in the USH 41 right-of-way, and crossed under STH 44 through another
concrete pipe. This pipe discharged to the USH 41 right-of-way north of STH 44. There is a small
pool at the discharge of this culvert pipe, which also contained an oil sheen. The pool stopped a
short distance north of the pipe, and no additional flow or sheen was observed.
Figure 21 - Pool at end of outfall 13-1748 (12/12/2012)
After tracing the upstream drainage area and searching for potential sources, a 4-inch PVC pipe
was located coming from Quent’s service center. When the pipe was exposed, water and
petroleum discharged to the drainage swale. The appearance and odor from the discharge was
consistent with the oil that was observed in the downstream manholes.
The Illicit Discharge Coordinator was called at approximately 12:00 pm and notified of the
discovery. OMNNI marked the pipe location and left the site. The Illicit Discharge Coordinator
visited the site during the afternoon and had the Hazardous Materials Response Team deploy oil
containment booms in the area.
The pipe was identified as the sump pump discharge from Quent’s Service Center. The Fire
Chief investigated the inside of the building on December 12, and observed oil on the surface of
the sump pit. The City reported the discharge to the WDNR spills hotline.
The WDNR sent a letter to the owner of Quent’s Service Center on December 27 informing them
of the reported contamination and their responsibility to restore the site. From this point
forward, the WDNR will be leading the investigation.
The outfall was re-screened on July 30, 2013. Oil containment booms were still present at the
outfall, and the outfall pool had a slight oil sheen and petroleum odor. It could not be
determined if the petroleum traces were due to continued discharge, flushing of the upstream
storm sewer, or diffusion from the containment booms. It is unknown when the booms were
last replaced.
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City of Oshkosh
Figure 22 - Pool at end of outfall 13-1748 (2013)
The upstream manhole (13-1748 US1) was screened, and a sample was collected. The manhole
had a fairly strong petroleum odor, and the sample had a moderate petroleum sheen. The pipes
entering and exiting the manhole had significant black stains from the petroleum discharge.
Figure 23 - Upstream manhole 13-1748 US1 (2013)
The detention basin, located between the discharge and the outfall, had a significant oil sheen
at the time of the discharge. No sheen was observed on the surface of the pond during the re-
screening.
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City of Oshkosh
Figure 24 - Upstream detention basin (2013)
The actual sump discharge to the swale was not located during the re-screening. However, the
pipe at the end of the swale, which leads to the storm sewer, was located. An oil absorbent sock
was present, and appeared fairly saturated. There was no flow present at the time, but it
appeared that the sock should be replaced.
Figure 25 - Downstream end of swale (2013)
Based on the continued presence of petroleum odor and sheen at the outfall and upstream
storm sewer, it is recommended that this outfall continue to be screened in 2014, and until the
cleanup operation is complete.
Additional information and maps related to this investigation are included in Appendix D.
OUTFALL CONDITION ASSESSMENTS
While not required for the illicit discharge field screening, OMNNI inspectors noted the presence
of any structural damage, significant deposition or erosion, or graffiti at the outfalls. This
information can be passed along to the appropriate personnel for any necessary action.
February 20, 2014 37 2013 Ongoing Screening Summary Report
City of Oshkosh
Damage
Eleven outfalls showed signs of damage that may require attention in the near future. Common
types of damage included corroded metal pipes and aprons, displaced concrete apron sections,
and damaged concrete pipes and abutments.
The outfall damage that was observed during the ongoing screening program is summarized in
Table 6.
Table 6 - Outfalls with damage
Outfall Severity Description
12-1916 Minor Cracked concrete apron walls
12-2092a Minor Concrete apron displaced 4” from pipe
13-1283 Minor Minor corrosion of CMP
14-124 Moderate Corrosion of CMP and end of pipe undercut
14-1515 Moderate Corrosion of CMP
14-645 Minor Concrete apron displaced 4” from pipe
14-659 Moderate Concrete apron displaced 7” from pipe
14-660 Moderate Concrete apron displaced 5” from pipe, sinkhole above joint
14-675 Minor Minor corrosion of CMP
14-676 Moderate Moderate corrosion on bottom of CMP
14-999 Minor Concrete apron displaced 4” from pipe
The outfall damage is shown in the photos that follow. The locations of the damaged outfalls
are shown on the map in Appendix C.
Figure 26 - Crack on apron walls of outfall 12-1916 (minor
damage)
Figure 27 - Outfall 06-1083 apron displacement (minor
damage)
February 20, 2014 38 2013 Ongoing Screening Summary Report
City of Oshkosh
Figure 28 - Outfall 13-1283 corrosion (minor damage)
Figure 29 – Corrosion and undercutting at outfall 14-124
(moderate damage)
Figure 30 - Outfall 14-1515 corrosion (moderate damage)
Figure 31 - Outfall 14-645 apron displacement (minor damage)
Figure 32 - Outfall 14-659 apron displacement (moderate
damage)
Figure 33 - Outfall 14-660 apron displacement (moderate
damage)
February 20, 2014 39 2013 Ongoing Screening Summary Report
City of Oshkosh
Figure 34 - Outfall 14-675 corrosion (minor damage)
Figure 35 - Outfall 14-676 corrosion (moderate damage)
Figure 36 - Outfall 14-999 apron displacement (minor damage)
Deposition
A total of 30 outfalls showed minor, moderate or severe deposition at the end of the outfall pipe
or channel. As deposition increases, flow may become restricted in the pipe or downstream
channel. Outfalls with moderate or severe deposition may need to undergo maintenance to
remove the deposited sediment and debris and maintain proper flow.
The outfall deposition that was observed during the ongoing screening program is summarized
in Table 7.
Table 7 - Outfalls with deposition
Outfall Severity Description
12-1245 Moderate 2” of sediment on apron and in pipe
12-1261 Minor 2” of sediment and riprap on apron
12-1676a Moderate 5” of sediment at end of pipe
12-1916 Minor 1” of sediment on apron
13-1098 US1 Minor 2” of sediment at bottom of manhole
13-1283 Moderate 16” of sediment on apron and in pipe
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City of Oshkosh
Outfall Severity Description
13-1588 Minor 3” of sediment on apron and in pipe
13-1758 Moderate 10” of sediment on apron and in pipe
13-2611 Moderate 2” of sediment on apron
13-2860 Minor 2” of sediment in pipe
13-68 Minor 1” of sediment on apron
14-1007 Minor 5” of sediment on apron and in pipe
14-1136 Severe 10” of sediment on apron and in pipe
14-1138 Minor 2” of sediment on apron and in pipe
14-1218 Severe 12” of sediment and vegetation on apron
14-1222 Minor 2” of sediment on apron and in pipe
14-670 Moderate 4” of sediment in pipe
14-766 Moderate 10” of sediment in pipe
15-1702 US1 Minor 2” of sediment at bottom of manhole
15-1734 Minor 1” of sediment in pipe
15-1746 Minor 2” of sediment and stones on apron
15-1806 Minor 1” of sediment in pipe
15-1807 Severe 15” of sediment and vegetation at end of pipe
15-1807 US1 Moderate 3” of sediment at bottom of manhole and in pipe
15-1856 Moderate 5” of sediment in pipe
15-1856 US1 Minor 1” of sediment at bottom of manhole
15-1891 Severe 7” of sediment and vegetation at end of pipe
15-1891 US1 Minor 2” of sediment at bottom of manhole
15-1903 Severe 6” of sediment in pipe
15-2477 Moderate 9” of sediment on apron and in pipe
The outfall deposition is shown in the photos that follow. The locations of the outfalls with
deposition are shown on the map in Appendix C.
Figure 37 - Moderate deposition at outfall 12-1245
Figure 38 - Minor deposition at outfall 12-1261
February 20, 2014 41 2013 Ongoing Screening Summary Report
City of Oshkosh
Figure 39 - Moderate deposition at outfall 12-1676a
Figure 40 - Minor deposition at outfall 12-1916
Figure 41 - Minor deposition in manhole 13-1098 US1
Figure 42 - Moderate deposition at outfall 13-1283
Figure 43 - Minor deposition at outfall 13-1588
Figure 44 - Moderate deposition at outfall 13-1758
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City of Oshkosh
Figure 45 - Moderate deposition at outfall 13-2611
Figure 46 - Minor deposition at outfall 13-2860
Figure 47 - Minor deposition at outfall 13-68
Figure 48 - Minor deposition at outfall 14-1007
Figure 49 - Severe deposition at outfall 14-1136
Figure 50 - Minor deposition at outfall 14-1138
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City of Oshkosh
Figure 51 - Severe deposition at outfall 14-1218
Figure 52 - Minor deposition at outfall 14-1222
Figure 53 - Moderate deposition at outfall 14-670
Figure 54 - Moderate deposition at outfall 14-766
Figure 55 - Minor deposition at manhole 15-1702 US1
Figure 56 - Minor deposition at outfall 15-1734
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City of Oshkosh
Figure 57 - Minor deposition at outfall 15-1746
Figure 58 - Minor deposition at outfall 15-1806
Figure 59 - Severe deposition at outfall 15-1807
Figure 60 - Moderate deposition at manhole 15-1807 US1
Figure 61 - Moderate deposition at outfall 15-1856
Figure 62 - Minor deposition at manhole 15-1856 US1
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City of Oshkosh
Figure 63 - Severe deposition at outfall 15-1891
Figure 64 - Minor deposition at manhole 15-1891 US1
Figure 65 - Severe deposition at outfall 15-1903
Figure 66 - Moderate deposition at outfall 15-2477
Erosion
Three of the outfalls showed signs of erosion at the end of the outfall pipe or channel. Most of
the outfalls with minor erosion could be repaired with minor landscaping repairs. Those outfalls
with moderate or severe erosion may need additional structural reinforcement, such as turf
reinforcement mat or riprap.
The erosion that was observed during the ongoing screening program is summarized in Table 8.
Table 8 - Outfalls with erosion
Outfall Severity Description
14-124 Minor Minor erosion at end of pipe causing undercutting
14-660 Moderate Sinkhole above displaced apron joint
15-1891 Minor Channel erosion near outfall
The outfall erosion is shown in the photos that follow. The locations of the outfalls with erosion
are shown on the map in Appendix C.
February 20, 2014 46 2013 Ongoing Screening Summary Report
City of Oshkosh
Figure 67 - Minor erosion near outfall 14-124
Figure 68 - Moderate erosion (sinkhole above joint)near
outfall 14-660
Figure 69 - Minor erosion near outfall 15-1891
Graffiti
Graffiti was observed in or around one outfall. The graffiti was relatively minor, but should
probably be monitored to make sure that it does not become more severe.
The graffiti that was observed during the ongoing screening program is summarized in Table 9.
Table 9 - Outfalls with graffiti
Outfall Severity Description
14-659 Minor
Graffiti on bridge abutment adjacent to outfall. Prior graffiti covered,
with some new.
The graffiti is shown in the photos that follow. The locations of the outfalls with graffiti are
shown on the map in Appendix C.
February 20, 2014 47 2013 Ongoing Screening Summary Report
City of Oshkosh
Figure 70 - Graffiti near outfall 14-659
CONCLUSION
OMNNI assisted the City of Oshkosh with the 2013 ongoing screening of the MS4 outfalls, as
required by the MS4 permit. A total of 95 outfalls were screened, along with upstream
monitoring locations when necessary. Twelve of those outfalls were included due to potential
illicit discharges identified in the 2012 screening program. Of those 95 outfalls, 88 exhibited
unlikely potential of past illicit discharges and 7 were classified as “potential.” These results are
summarized in Figure 71:
Figure 71 - Illicit discharge potential
February 20, 2014 48 2013 Ongoing Screening Summary Report
City of Oshkosh
Those outfalls classified as “potential” or “obvious” should be given special attention in the
ongoing screening program.
The ongoing screening also identified 11 outfalls with structural damage, 30 with deposition, 3
with noticeable erosion, and 1 with graffiti. While none of these posed an immediate danger,
the City will likely want to address these issues as part of the regular storm sewer system
maintenance.
The 2013 inspection year completed the first four-year cycle that was outlined in the original
2009 Ongoing Screening Program. The City will review and update the Ongoing Screening
Program to include the Priority Outfall concept recommended by the WDNR in the March 15,
2012 IDDE guidance document. After the updated plan is implemented, annual outfall
screenings would resume according to the proposed schedule.
STANDARD OF CARE
The conclusions presented in this report were arrived at using generally accepted engineering
practices. The conclusions presented herein represent our professional opinions, based on data
collected at the time of the inspections, at the specific inspection locations discussed in this
report. Conditions at other locations in the City or at different times may be different than
described in this report. The scope of this report is limited to the specific project and the
inspection locations described herein.
Prepared By:
Jason Weis, P.E.
Project Engineer
Reviewed By: Brian D. Wayner, P.E.
Project Manager
Appendix A
MS4 Outfall Maps
A-1 MS4 Outfall Map
A-2 2013 Ongoing Screening District Maps
C:\SyncFolders\IDDE_GIS\MS4Map_11x17_Oshkosh.mxd
PROJECT NO.N2029B13
FIGURE NO.A-1
SCALE:1 " = 3,620 'Project Manager:BDWProject Engineer:JCWDrawn By:JCWChecked By:BDW
2013 IDDE ONGOING SCREENING PROGRAM
CITY OF OSHKOSHWINNEBAGO COUNTY, WISCONSIN
MS4 OUTFALL MAP
ONE SYSTEMS DRIVEAPPLETON, WI 54914 PHONE (920) 735-6900FAX (920) 830-6100 Date:12/3/2013
Legend
Municipal BoundaryOutfalls
Major Outfall
Minor Outfall
Supplemental Outfall
IDDE Inspection Districts
2010
2011
2012
2013
0 10.5 Miles
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PROJECT NO.N2029B13
FIGURE NO.A-2N
SCALE:
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Legend
Municipal Boundary
Area Outside 2013 District
City of Oshkosh, 2013
Navigable Streams
Storm SewerOutfalls
Major Outfall
Minor Outfall
Supplemental Outfall
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PROJECT NO.N2029B13
FIGURE NO.A-2S
SCALE:
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Legend
Municipal Boundary
Area Outside 2013 District
City of Oshkosh, 2013
Navigable Streams
Storm SewerOutfalls
Major Outfall
Minor Outfall
Supplemental Outfall
Appendix B
Outfall Inspection Reports
Outfall ID: 01-520
City of Oshkosh
o20130905120326.JPG
Outfall Notes:
Storm sewer from Jackson St discharges to river
from north. Outfall fully submerged - pipe info from
MS4 map. (OSH-9424 in early reports.)
Location MapMajor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 54
Height/Depth (in):
Width (in):
Not Physically Located Easting: 791,740
Northing: 472,395
Longitude: -88.54280
Latitude: 44.01541
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Division St
Inspection Date: 9/5/2013 12:59:39 PM Inspector: JCW
o20130905120336.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall fully submerged. Outfall screened
upstream at 01-520 US1. 2012 screening
follow-up. Gross solids in upstream mh.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):49
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Moderate Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 01-520
City of Oshkosh
Inspection Date: 9/27/2012 9:53:44 AM Inspector: JCW
o20120927085734.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall fully submerged; screened upstream
at 01-520 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):40
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 6/21/2012 10:35:10 AM Inspector: JCW
o20120621092646.JPG
Previous Rainfall (hrs): 0-24
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Gross solids pre-screening. Outfall fully
submerged; screened upsteam at 01-520
US1.
units
Temperature (field):--° F
Inspection Type: Other
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 01-520
City of Oshkosh
Inspection Date: 10/11/2011 2:19:37 PM Inspector: JCW
o20111011142004.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: 2010 screening follow-up. Outfall fully
submerged. Outfall screened upstream at
01-520 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 8/25/2010 12:43:21 PM Inspector: JCW
o20100825123724.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall fully submerged and not physically
located. Outfall screened upstream at 01-
520 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 3 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 01-520
City of Oshkosh
Inspection Date: 9/9/2009 Inspector: JCW
Osh09_DSCN6715.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall fully submerged and not physically
located. Outfall screened upstream at 01-
520 US1.
units
Temperature (field):--° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):56
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 4 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 01-520 US1
City of Oshkosh
o20130905120908.JPG
Outfall Notes:
Upstream manhole located approx 25 ft N of outfall
01-520. Intermediate area consists of rip-rap
shoreline. (OSH-9424 US1 in early reports.)
Location MapMajor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 791,742
Northing: 472,419
Longitude: -88.54279
Latitude: 44.01547
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
01-520
Division St
Inspection Date: 9/5/2013 1:02:45 PM Inspector: JCW
o20130905120924.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130905-74
Time Collected 13:01
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.51
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: 2012 screening follow-up. Significant gross
solids in manhole - similar to previous years.
units
Temperature (field):76 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):69
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:Severe Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):424 µS/cm
Page 1 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 01-520 US1
City of Oshkosh
Inspection Date: 9/27/2012 9:57:25 AM Inspector: JCW
o20120927085918.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 120927-91
Time Collected 09:50
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.77
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: 2011 gross solids follow-up.
units
Temperature (field):60 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):69
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0.5 ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:Severe Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):542 µS/cm
Inspection Date: 6/21/2012 10:34:01 AM Inspector: JCW
o20120621092424.JPG
Previous Rainfall (hrs): 0-24
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Gross solids pre-screening.
units
Temperature (field):--° F
Inspection Type: Other
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):70
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Gross Solids:Severe Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 01-520 US1
City of Oshkosh
Inspection Date: 10/11/2011 2:24:37 PM Inspector: JCW
o20111011142110.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 111011-92
Time Collected 14:20
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.49
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: 2010 screening follow-up. Floatable debris
still present.
units
Temperature (field):71 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):64
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:Severe Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 5/26/2011 11:13:00 AM Inspector: JCW
o20110526111400.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor:
Color:
Turbidity:
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Limited screening conducted to check for
floatable debris.
units
Temperature (field):--° F
Inspection Type: Other
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Gross Solids:Severe Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 3 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 01-520 US1
City of Oshkosh
Inspection Date: 8/25/2010 12:53:35 PM Inspector: JCW
o20100825124708.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: Faint in bottle
Turbidity: None
Floatables: None
Sample ID: 100825-90
Time Collected 12:55
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.18
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Significant floatable debris in manhole.
units
Temperature (field):73 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):72
Petrol. Sheen Suds Sewage Algae Other
Brown
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:Severe Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 9/9/2009 Inspector: JCW
Osh09_DSCN6718.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: Clearly visible in bottle
Turbidity: None
Floatables: None
Sample ID: 090909-57
Time Collected 11:30
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.6
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Abnormal detergent analysis result
(bubbles). Significant floatables in
manhole. Brown color.
units
Temperature (field):78 ° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):61
Petrol. Sheen Suds Sewage Algae Other
Brown
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:Severe Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 4 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 02-184
City of Oshkosh
o20130905072906.JPG
Outfall Notes:
Legion Pl storm sewer discharges to lake from
west. Branch should be abandoned.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
Vitrified Clay
Diameter (in): 8
Height/Depth (in):
Width (in):
Not Physically Located Easting: 798,793
Northing: 472,662
Longitude: -88.51599
Latitude: 44.01615
County Coordinates: Latitude/Longitude:Mapping Precison:
Desktop mapping estimate
Dimensions
City ID:
Drainage Basin:
N/A
Legion Place
Inspection Date: 9/5/2013 8:25:03 AM Inspector: JCW
o20130905072902.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall not located. Outfall screened
upstream at 02-184 US1. 2011 screening
follow-up.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 02-184
City of Oshkosh
Inspection Date: 10/3/2011 10:40:32 AM Inspector: JCW
o20111003103856.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall fully submerged and not physically
located. Outfall screened upstream at 02-
184 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Unlikely
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 5/10/2011 8:59:00 AM Inspector: JCW
o20110510085930.JPG
Previous Rainfall (hrs): 0-24
Flow Description: Submerged (not located)
Odor:
Color:
Turbidity:
Floatables:
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall fully submerged and not physically
located. Outfall screened upstream at 02-
184 US1.
units
Temperature (field):--° F
Inspection Type: Other
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Unlikely
Outfall
Not
Located
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 02-184 US1
City of Oshkosh
o20130905073606.JPG
Outfall Notes:
Upstream manhole located approx 209 ft W of
outfall 02-184. Intermediate area consists of
residential lot.
Location MapMinor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 798,584
Northing: 472,659
Longitude: -88.51679
Latitude: 44.01614
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
02-184
Legion Place
Inspection Date: 9/5/2013 8:29:25 AM Inspector: JCW
o20130905073614.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: Easily detected
Color: None
Turbidity: None
Floatables: None
Sample ID: 130905-16
Time Collected 08:30
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.6
Phenol:--
Detergents:1.3
ppm
ppm
ppm
mg/L
mg/L
Notes: 2011 screening follow-up. Strong sewer
odor, with elevated ammonia and detergent.
units
Temperature (field):68 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):6
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):6 ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1036 µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 02-184 US1
City of Oshkosh
Inspection Date: 10/3/2011 10:43:48 AM Inspector: JCW
o20111003104326.JPG
Previous Rainfall (hrs): 72+
Flow Description: Trickle
Odor: None
Color: None
Turbidity: Opaque
Floatables: None
Sample ID: 111003-03
Time Collected 10:50
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.13
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Significant mud on bottom of manhole.
Slight flow through mud.
units
Temperature (field):61 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Moderate
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):5
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:Flow
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 5/10/2011 9:00:00 AM Inspector: JCW
o20110510090038.JPG
Previous Rainfall (hrs): 0-24
Flow Description: Submerged, indeterminate
Odor:
Color:
Turbidity:
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Limited screening conducted for upstream
manhole prescreening.
units
Temperature (field):--° F
Inspection Type: Other
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 02-322
City of Oshkosh
o20130905070204.JPG
Outfall Notes:
Storm sewer from Rahr Ave discharges to lake from
west. Outfall not located - pipe info from MS4 map.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
Vitrified Clay
Diameter (in): 15
Height/Depth (in):
Width (in):
Not Physically Located Easting: 798,866
Northing: 472,376
Longitude: -88.51571
Latitude: 44.01536
County Coordinates: Latitude/Longitude:Mapping Precison:
Desktop mapping estimate
Dimensions
City ID:
Drainage Basin:
N/A
Rahr Ave
Inspection Date: 9/5/2013 7:57:58 AM Inspector: JCW
o20130905070148.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: 2012 screening follow-up. Outfall not
located. Outfall screened upstream at 02-
322 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Unlikely
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 3 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 02-322
City of Oshkosh
Inspection Date: 9/27/2012 8:40:14 AM Inspector: JCW
o20120927074404.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall fully submerged; screened upstream
at 02-322 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 6/20/2012 8:34:40 AM Inspector: JCW
o20120620073654.JPG
Previous Rainfall (hrs): 24-48
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Gross solids pre-screening.
units
Temperature (field):--° F
Inspection Type: Other
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 3 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 02-322
City of Oshkosh
Inspection Date: 10/3/2011 10:09:27 AM Inspector: JCW
o20111003101004.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall fully submerged and not physically
located. Outfall screened upstream at 02-
322 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 5/10/2011 8:43:00 AM Inspector: JCW
o20110510084330.JPG
Previous Rainfall (hrs): 0-24
Flow Description: Submerged (not located)
Odor:
Color:
Turbidity:
Floatables:
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall fully submerged and not physically
located. Outfall screened upstream at 02-
322 US1.
units
Temperature (field):--° F
Inspection Type: Other
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Unlikely
Outfall
Not
Located
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 3 of 3 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 02-322 US1
City of Oshkosh
o20130905070816.JPG
Outfall Notes:
Upstream manhole located approx 93 ft W of outfall
13-100. Intermediate area consists of street right-of-
way and open space.
Location MapMinor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 798,773
Northing: 472,384
Longitude: -88.51607
Latitude: 44.01538
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
02-322
Rahr Ave
Inspection Date: 9/5/2013 8:04:37 AM Inspector: JCW
o20130905070826.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130905-86
Time Collected 08:05
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.75
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: 2012 screening follow-up. Ammonia source
appears to be removed.
units
Temperature (field):70.2 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):8
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):600 µS/cm
Page 1 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 02-322 US1
City of Oshkosh
Inspection Date: 9/27/2012 8:42:27 AM Inspector: JCW
o20120927074434.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: Easily detected
Color: Clearly visible in bottle
Turbidity: Opaque
Floatables: None
Sample ID: 120927-20
Time Collected 08:42
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.07
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: 2011 gross solids / pH follow-up.
units
Temperature (field):60 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):3
Petrol. Sheen Suds Sewage Algae Other
Dark/Black
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):3 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:Moderate Litter Debris Sediment Other
Non-illicit:Moderate Natural Suds/FoamNatural Sheen
Conductivity (field):747 µS/cm
Inspection Date: 6/20/2012 8:40:34 AM Inspector: JCW
o20120620073908.JPG
Previous Rainfall (hrs): 24-48
Flow Description: Submerged, indeterminate
Odor: Easily detected
Color: None
Turbidity: Cloudy
Floatables: Slight
Sample ID: 120620-82
Time Collected 08:40
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):6.61
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):78 ° F
Inspection Type: Other
Graffiti:None
Damage:None
Erosion:None
Deposition:Severe
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):11
Depth (in):10
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):6 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:Severe Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):307 µS/cm
Page 2 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 02-322 US1
City of Oshkosh
Inspection Date: 10/4/2011 8:21:19 AM Inspector: JCW
o20111004082134.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected 08:20
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):5.24
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Follow-up inspection to re-test pH.
Significant leaf debris.
units
Temperature (field):60 ° F
Inspection Type: Repeat
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):4
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 10/3/2011 10:16:21 AM Inspector: JCW
o20111003101336.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: Faint
Color: Faint in bottle
Turbidity: None
Floatables: None
Sample ID: 111003-21
Time Collected 10:15
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):5.21
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Significant buildup of leaves in pool. High
measured pH.
units
Temperature (field):61 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):8
Petrol. Sheen Suds Sewage Algae Other
Brown
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 3 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 02-322 US1
City of Oshkosh
Inspection Date: 5/10/2011 8:44:00 AM Inspector: JCW
o20110510084410.JPG
Previous Rainfall (hrs): 0-24
Flow Description: Submerged, indeterminate
Odor:
Color:
Turbidity:
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Limited screening conducted for upstream
manhole prescreening.
units
Temperature (field):--° F
Inspection Type: Other
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 4 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 03-22
City of Oshkosh
o20130731114428.JPG
Outfall Notes:
Storm sewer from Nebraska St discharges to river
from south. Outfall not located - pipe info from MS4
map.
Location MapMajor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Elliptical
Material:
CMP
Diameter (in):
Height/Depth (in): 36
Width (in): 58
Not Physically Located Easting: 792,375
Northing: 471,751
Longitude: -88.54039
Latitude: 44.01364
County Coordinates: Latitude/Longitude:Mapping Precison:
Desktop mapping estimate
Dimensions
City ID:
Drainage Basin:
N/A
Nebraska St
Inspection Date: 7/31/2013 12:40:04 PM Inspector: JCW
o20130731114434.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: 2012 screening follow-up. Outfall not
located. Outfall screened upstream at 03-22
US1. Gross solids in upstream mh.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 03-22
City of Oshkosh
Inspection Date: 9/27/2012 9:26:54 AM Inspector: JCW
o20120927082846.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall fully submerged; screened upstream
at 03-22 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 6/20/2012 9:22:09 AM Inspector: JCW
o20120620082248.JPG
Previous Rainfall (hrs): 24-48
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Gross solids pre-screening.
units
Temperature (field):--° F
Inspection Type: Other
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 03-22
City of Oshkosh
Inspection Date: 10/11/2011 9:03:10 AM Inspector: JCW
o20111011090250.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: 2010 screening follow-up. Outfall fully
submerged and not physically located.
Outfall screened upstream at 03-22 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 8/18/2010 10:26:01 AM Inspector: JCW
o20100818101918.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall fully submerged and not physically
located. Outfall screened upstream at 03-22
US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 3 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 03-22
City of Oshkosh
Inspection Date: 9/10/2009 Inspector: JCW
Osh09_DSCN6765.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):--° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 4 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 03-22 US1
City of Oshkosh
o20130731114604.JPG
Outfall Notes:
Upstream catchbasin located approx 55 ft S of
outfall 03-22. Intermediate area consists of open
space.
Location MapMajor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 792,376
Northing: 471,694
Longitude: -88.54038
Latitude: 44.01348
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
03-22
Nebraska St
Inspection Date: 7/31/2013 12:42:35 PM Inspector: JCW
o20130731114610.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: Faint
Color: Faint in bottle
Turbidity: None
Floatables: None
Sample ID: 130731-01
Time Collected 12:42
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.95
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: 2012 screening follow-up. Significant gross
solids - similar to previous years.
units
Temperature (field):76 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):44
Petrol. Sheen Suds Sewage Algae Other
Brown
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:Severe Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):450 µS/cm
Page 1 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 03-22 US1
City of Oshkosh
Inspection Date: 9/27/2012 9:27:45 AM Inspector: JCW
o20120927082922.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 120927-40
Time Collected 09:26
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.32
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: 2011 gross solids follow-up.
units
Temperature (field):59 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):39
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:Severe Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):398 µS/cm
Inspection Date: 6/20/2012 9:24:19 AM Inspector: JCW
o20120620082508.JPG
Previous Rainfall (hrs): 24-48
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Gross solids pre-screening.
units
Temperature (field):--° F
Inspection Type: Other
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):46
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Gross Solids:Severe Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 03-22 US1
City of Oshkosh
Inspection Date: 10/11/2011 9:05:50 AM Inspector: JCW
o20111011090446.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 111011-09
Time Collected 09:05
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.13
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: 2010 screening follow-up. No significant
change in volume of floatable debris.
units
Temperature (field):70 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):37
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:Moderate Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 5/26/2011 11:19:00 AM Inspector: JCW
o20110526111930.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor:
Color:
Turbidity:
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Limited screening conducted to check for
floatable debris.
units
Temperature (field):--° F
Inspection Type: Other
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Gross Solids:Moderate Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 3 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 03-22 US1
City of Oshkosh
Inspection Date: 8/18/2010 10:29:59 AM Inspector: JCW
o20100818102410.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: Faint in bottle
Turbidity: None
Floatables: None
Sample ID: 100818-83
Time Collected 10:32
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.38
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Severe floatable debris in catchbasin.
units
Temperature (field):76 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):44
Petrol. Sheen Suds Sewage Algae Other
Brown
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:Severe Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 9/10/2009 Inspector: JCW
Osh09_DSCN6768.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 090910-09
Time Collected 09:52
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.3
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Abnormal detergent analysis result
(bubbles). Significant floatables in manhole.
units
Temperature (field):75 ° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):44
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:Severe Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 4 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 03-35
City of Oshkosh
o20130731113308.JPG
Outfall Notes:
Storm sewer from S Main St discharges to river
from south. Outfall not located - pipe info from MS4
map.
Location MapMajor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 30
Height/Depth (in):
Width (in):
Not Physically Located Easting: 793,066
Northing: 471,413
Longitude: -88.53776
Latitude: 44.01271
County Coordinates: Latitude/Longitude:Mapping Precison:
Desktop mapping estimate
Dimensions
City ID:
Drainage Basin:
N/A
South Main St
Inspection Date: 7/31/2013 12:30:28 PM Inspector: JCW
o20130731113304.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: 2012 screening follow-up. Outfall not
located. Outfall screened upstream at 03-35
US1. Gross solids in upstrem mh.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 03-35
City of Oshkosh
Inspection Date: 9/27/2012 9:13:17 AM Inspector: JCW
o20120927081506.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall fully submerged; screened upstream
at 03-35 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 6/20/2012 9:06:10 AM Inspector: JCW
o20120620080844.JPG
Previous Rainfall (hrs): 24-48
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Gross solids pre-screening.
units
Temperature (field):--° F
Inspection Type: Other
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 03-35
City of Oshkosh
Inspection Date: 10/11/2011 9:36:03 AM Inspector: JCW
o20111011093254.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: 2010 screening follow-up. Outfall fully
submerged and not physically located.
Outfall screened upstream at 03-35 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 8/18/2010 9:27:46 AM Inspector: JCW
o20100818092204.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall fully submerged and not physically
located. Outfall screened upstream at 03-35
US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 3 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 03-35
City of Oshkosh
Inspection Date: 9/10/2009 Inspector: JCW
Osh09_DSCN6761.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall fully submerged and not physically
located. Outfall screened upstream at 03-35
US1.
units
Temperature (field):--° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 4 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 03-35 US1
City of Oshkosh
o20130731113340.JPG
Outfall Notes:
Upstream manhole located approx 20 ft WSW of
outfall 03-35. Intermediate area consists of open
space.
Location MapMajor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 793,047
Northing: 471,408
Longitude: -88.53783
Latitude: 44.01270
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
03-35
South Main St
Inspection Date: 7/31/2013 12:31:00 PM Inspector: JCW
o20130731113346.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: Faint in bottle
Turbidity: None
Floatables: None
Sample ID: 130731-40
Time Collected 12:28
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.47
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: 2012 screening follow-up. Significant gross
solids. Similar to previous years.
units
Temperature (field):75 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):33
Petrol. Sheen Suds Sewage Algae Other
Brown
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:Severe Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):425 µS/cm
Page 1 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 03-35 US1
City of Oshkosh
Inspection Date: 9/27/2012 9:13:54 AM Inspector: JCW
o20120927081522.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 120927-22
Time Collected 09:12
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.42
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: 2011 gross solids follow-up.
units
Temperature (field):59 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Minor
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):3
Depth (in):31
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:Severe Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):723 µS/cm
Inspection Date: 6/20/2012 9:08:12 AM Inspector: JCW
o20120620080918.JPG
Previous Rainfall (hrs): 24-48
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Gross solids pre-screening.
units
Temperature (field):--° F
Inspection Type: Other
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):39
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Gross Solids:Severe Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 03-35 US1
City of Oshkosh
Inspection Date: 10/11/2011 9:29:50 AM Inspector: JCW
o20111011092832.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: Severe
Sample ID: 111011-55
Time Collected 09:30
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.01
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: 2010 screening follow-up. Floatable debris
still present. Slight petroleum sheen.
units
Temperature (field):71 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):19
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:Severe Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 5/26/2011 11:23:00 AM Inspector: JCW
o20110526112400.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor:
Color:
Turbidity:
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Limited screening conducted to check for
floatable debris.
units
Temperature (field):--° F
Inspection Type: Other
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Gross Solids:Severe Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 3 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 03-35 US1
City of Oshkosh
Inspection Date: 8/18/2010 9:32:06 AM Inspector: JCW
o20100818092304.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: Faint
Color: Faint in bottle
Turbidity: None
Floatables: None
Sample ID: 100818-77
Time Collected 09:30
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.46
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Severe floatable debris in catchbasin.
units
Temperature (field):73 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):34
Petrol. Sheen Suds Sewage Algae Other
Brown
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0.5 ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:Severe Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 9/10/2009 Inspector: JCW
Osh09_DSCN6763.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 090910-68
Time Collected 09:25
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.23
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Abnormal detergent analysis result
(bubbles). Significant floatables in manhole.
units
Temperature (field):73 ° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):33
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:Severe Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 4 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 06-829
City of Oshkosh
o20130905082908.JPG
Outfall Notes:
Storm sewer from Josslyn St discharges to stream
from west. Exits wall approx 9' north of fence.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 24
Height/Depth (in):
Width (in):
Not Physically Located Easting: 786,270
Northing: 473,749
Longitude: -88.56360
Latitude: 44.01911
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Campbell Creek
Inspection Date: 9/5/2013 9:25:55 AM Inspector: JCW
o20130905082920.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: 2012 screening follow-up. Outfall fully
submerged. Outfall screened upstream at
06-829 US1. Gross solids in upstream mh.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):45
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 06-829
City of Oshkosh
Inspection Date: 9/27/2012 12:33:16 PM Inspector: JCW
o20120927113654.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall fully submerged; screened upstream
at 06-829 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 6/13/2012 2:26:38 PM Inspector: JCW
o20120613132730.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Gross solids pre-screening.
units
Temperature (field):--° F
Inspection Type: Other
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 06-829 US1
City of Oshkosh
o20130905081956.JPG
Outfall Notes:
Upstream manhole located approx 360 ft W of
outfall 06-829. Intermediate area consists of
multifamily residential and commercial properties.
Two downstream manholes not located. High
school located immediately upstream.
Location MapMinor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 785,906
Northing: 473,756
Longitude: -88.56498
Latitude: 44.01913
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
06-831
Campbell Creek
Inspection Date: 9/5/2013 9:16:05 AM Inspector: JCW
o20130905082002.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130905-66
Time Collected 09:16
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.7
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: 2012 screening follow-up. Significant gross
solids in manhole - similar to previous years.
units
Temperature (field):71 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):35
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:Severe Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1666 µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 06-829 US1
City of Oshkosh
Inspection Date: 9/27/2012 12:28:37 PM Inspector: JCW
o20120927113044.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 120927-89
Time Collected 12:26
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.72
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):64 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):30
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:Moderate Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1583 µS/cm
Inspection Date: 6/13/2012 2:30:25 PM Inspector: JCW
o20120613133100.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 120613-11
Time Collected 14:30
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.58
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Gross solids pre-screening. Bottles in
manhole.
units
Temperature (field):70 ° F
Inspection Type: Other
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):37
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:Severe Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1765 µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 06-2241
City of Oshkosh
o20130905075636.JPG
Outfall Notes:
Storm sewer from Knapp St discharges to stream
from south. Replaces outfalls 06-15 and 06-560
(2011).
Location MapMajor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Box
Material:
RCP
Diameter (in):
Height/Depth (in): 45
Width (in): 10
Not Physically Located Easting: 786,582
Northing: 473,965
Longitude: -88.56241
Latitude: 44.01970
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Campbell Creek
Inspection Date: 9/5/2013 8:49:36 AM Inspector: JCW
o20130905075650.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: 2012 screening follow-up. Outfall fully
submerged. Outfall screened upstream at 06-
2241 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):44
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Severe Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 3 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 06-2241
City of Oshkosh
Inspection Date: 9/27/2012 12:15:16 PM Inspector: JCW
o20120927111938.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged; screened
upstream at 06-2241.
units
Temperature (field):--° F
Inspection Type: Repeat
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):36
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 6/20/2012 9:50:33 AM Inspector: JCW
o20120620085346.JPG
Previous Rainfall (hrs): 24-48
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged; screened
upstream at 06-2241 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):45
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Moderate Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 3 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 06-2241
City of Oshkosh
Inspection Date: 6/13/2012 2:13:03 PM Inspector: JCW
o20120613131558.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Gross solids pre-screening.
units
Temperature (field):--° F
Inspection Type: Other
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):45
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 3 of 3 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 06-2241 US1
City of Oshkosh
o20130905075850.JPG
Outfall Notes:
Upstream manhole located approx 80 ft S of outfall
06-2241. Intermediate area consists of street right-
of-way.
Location MapMajor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 786,580
Northing: 473,884
Longitude: -88.56242
Latitude: 44.01948
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Campbell Creek
Inspection Date: 9/5/2013 8:55:27 AM Inspector: JCW
o20130905075900.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130905-76
Time Collected 08:55
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.34
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: 2012 screening follow-up.
units
Temperature (field):69 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):58
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:Slight Natural Suds/FoamNatural Sheen
Conductivity (field):438 µS/cm
Page 1 of 3 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 06-2241 US1
City of Oshkosh
Inspection Date: 9/27/2012 12:18:11 PM Inspector: JCW
o20120927112310.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 120927-78
Time Collected 12:12
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.85
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Ammonia follow-up. Duckweed in manhole.
units
Temperature (field):63 ° F
Inspection Type: Repeat
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):54
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:Slight Natural Suds/FoamNatural Sheen
Conductivity (field):497 µS/cm
Inspection Date: 6/20/2012 9:54:44 AM Inspector: JCW
o20120620085526.JPG
Previous Rainfall (hrs): 24-48
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 120620-86
Time Collected 09:55
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.77
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):81 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):60
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0.5 ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):632 µS/cm
Page 2 of 3 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 06-2241 US1
City of Oshkosh
Inspection Date: 6/13/2012 2:06:46 PM Inspector: JCW
o20120613130900.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: Faint
Color: None
Turbidity: None
Floatables: None
Sample ID: 120613-19
Time Collected 14:08
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.76
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Gross solids pre-screening
units
Temperature (field):75 ° F
Inspection Type: Other
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):52
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):3 ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:None Litter Debris Sediment Other
Non-illicit:Slight Natural Suds/FoamNatural Sheen
Conductivity (field):1034 µS/cm
Page 3 of 3 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-925
City of Oshkosh
o20130703062722.JPG
Outfall Notes:
Algoma Blvd storm sewer discharges to riprap
channel from east.
Location MapMajor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 48
Height/Depth (in):
Width (in):
Not Physically Located Easting: 785,032
Northing: 484,993
Longitude: -88.56834
Latitude: 44.04995
County Coordinates: Latitude/Longitude:Mapping Precison:
Dimensions
City ID:
Drainage Basin:
N/A
Packer Ave
Inspection Date: 7/3/2013 7:24:06 AM Inspector: JCW
o20130703062810.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, slight flow
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130703-86
Time Collected 07:31
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.1
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Sample collected from submerged pipe flow.
units
Temperature (field):65 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):3
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Flow
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1278 µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-925
City of Oshkosh
Inspection Date: 9/2/2009 Inspector: JCW
Osh09_DSCN6305.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, slight flow
Odor: Faint
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall screened
upstream at 12-925 US2. Faint sulfide odor.
units
Temperature (field):--° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):4
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1245
City of Oshkosh
o20130716083202.JPG
Outfall Notes:
Logan Dr storm sewer discharges to drainage swale
from north.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Elliptical
Material:
RCP
Diameter (in):
Height/Depth (in): 14
Width (in): 23
Not Physically Located Easting: 791,350
Northing: 489,025
Longitude: -88.54432
Latitude: 44.06102
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Fernau Ave
Inspection Date: 7/16/2013 9:26:44 AM Inspector: JCW
o20130716083222.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, no flow
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 12-1245 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Moderate
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):2
Depth (in):9
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1245 US1
City of Oshkosh
o20130716083706.JPG
Outfall Notes:
Upstream curb inlet located approx 50 ft N of outfall
12-1245. Intermediate area consists of street right-
of-way.
Location MapMinor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Inlet/Catchbasin
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 791,351
Northing: 489,075
Longitude: -88.54431
Latitude: 44.06116
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
12-1245
Fernau Ave
Inspection Date: 7/16/2013 9:30:32 AM Inspector: JCW
o20130716083712.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130716-09
Time Collected 09:32
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.89
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):80 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):8
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):806 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1261
City of Oshkosh
o20130702073950.JPG
Outfall Notes:
Western Dr storm sewer discharges to concrete
channel from east.
Location MapMinor Outfall
Discharge Location:
Adjacent Municipality
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Elliptical
Material:
RCP
Diameter (in):
Height/Depth (in): 24
Width (in): 38
Not Physically Located Easting: 790,312
Northing: 493,186
Longitude: -88.54827
Latitude: 44.07243
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Green Valley Rd
Inspection Date: 7/2/2013 8:37:21 AM Inspector: JCW
o20130702073956.JPG
Previous Rainfall (hrs): 72+
Flow Description: Trickle
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130702-88
Time Collected 08:35
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.8
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Apron sediment wet, but no collectable flow
leaving apron.
units
Temperature (field):69 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Minor
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):2
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:Flow
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1094 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1414
City of Oshkosh
o20130702065152.JPG
Outfall Notes:
Eichstadt Rd storm sewer discharges south to Town
of Oshkosh via grass channel.
Location MapMinor Outfall
Discharge Location:
Downstream Outfall
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
PVC
Diameter (in): 24
Height/Depth (in):
Width (in):
Not Physically Located Easting: 790,229
Northing: 489,309
Longitude: -88.54858
Latitude: 44.06180
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Fernau Ave
Inspection Date: 7/2/2013 7:46:40 AM Inspector: JCW
o20130702065206.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 12-1414 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):14
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1414 US1
City of Oshkosh
o20130702065700.JPG
Outfall Notes:
Upstream curb inlet located approx 216 ft N of
outfall 12-1414. Intermediate area consists of street
right-of-way.
Location MapMinor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Inlet/Catchbasin
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 790,235
Northing: 489,524
Longitude: -88.54856
Latitude: 44.06239
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
12-1414
Fernau Ave
Inspection Date: 7/2/2013 7:53:15 AM Inspector: JCW
o20130702065706.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, slight flow
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130702-76
Time Collected 07:55
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.48
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):69 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):10
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1024 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1604
City of Oshkosh
o20130702071940.JPG
Outfall Notes:
Vinland St storm sewer discharges to swale in
County landfill.
Location MapMinor Outfall
Discharge Location:
Adjacent Municipality
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
CMP
Diameter (in): 27
Height/Depth (in):
Width (in):
Not Physically Located Easting: 787,730
Northing: 490,536
Longitude: -88.55809
Latitude: 44.06516
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
West Snell Rd
Inspection Date: 7/2/2013 8:16:34 AM Inspector: JCW
o20130702071948.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, slight flow
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130702-51
Time Collected 08:16
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.77
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Sample collected from submerged flow at
end of pipe.
units
Temperature (field):67 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):4
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Moderate Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):768 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1676
City of Oshkosh
o20130702104058.JPG
Outfall Notes:
Shore Preserve Dr storm sewer discharges to north
side of detention basin.
Location MapSupplemental Outfall
Discharge Location:
Non-MS4 Stormwater Facility
Structure Type:
Pond Inlet
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 21
Height/Depth (in):
Width (in):
Not Physically Located Easting: 778,012
Northing: 493,578
Longitude: -88.59507
Latitude: 44.07348
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Edgewood Lane
Inspection Date: 7/2/2013 11:40:00 AM Inspector: JCW
o20130702104116.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 12-1676 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):3
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1676 US1
City of Oshkosh
o20130702105558.JPG
Outfall Notes:
Upstream manhole located approx 48 ft N of outfall
12-1676. Intermediate area consists of street right-
of-way.
Location MapSupplemental Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 778,009
Northing: 493,627
Longitude: -88.59509
Latitude: 44.07361
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
12-1676
Edgewood Lane
Inspection Date: 7/2/2013 11:53:38 AM Inspector: JCW
o20130702105604.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130702-17
Time Collected 11:52
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.53
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):72 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):3
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):860 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1676a
City of Oshkosh
o20130702110828.JPG
Outfall Notes:
Shorewood Preserve Dr detention basin discharges
to stream from north.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
PVC
Diameter (in): 15
Height/Depth (in):
Width (in):
Not Physically Located Easting: 778,000
Northing: 493,369
Longitude: -88.59512
Latitude: 44.07291
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Edgewood Lane
Inspection Date: 7/2/2013 12:01:45 PM Inspector: JCW
o20130702110836.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Pond outlet-no upstream sample location.
No sample collected.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Moderate
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):5
Depth (in):7
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1682
City of Oshkosh
o20130716102228.JPG
Outfall Notes:
Shore Preserve Dr storm sewer discharges to NE
corner of detention basin. Outfall not located due to
dense algae mat on pond.
Location MapSupplemental Outfall
Discharge Location:
Non-MS4 Stormwater Facility
Structure Type:
Pond Inlet
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 30
Height/Depth (in):
Width (in):
Not Physically Located Easting: 778,626
Northing: 492,832
Longitude: -88.59274
Latitude: 44.07144
County Coordinates: Latitude/Longitude:Mapping Precison:
Desktop mapping estimate
Dimensions
City ID:
Drainage Basin:
N/A
Edgewood Lane
Inspection Date: 7/16/2013 11:16:48 AM Inspector: JCW
o20130716102234.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: Severe
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall not located due to dense algae mat.
Screened upstream at 12-1682 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Unlikely
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1682 US1
City of Oshkosh
o20130716105408.JPG
Outfall Notes:
Upstream yard drain located approx 94 ft ENE of
outfall 12-1682. Intermediate area consists of
residential property.
Location MapSupplemental Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Inlet/Catchbasin
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 778,710
Northing: 492,873
Longitude: -88.59241
Latitude: 44.07155
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
12-1682
Edgewood Lane
Inspection Date: 7/16/2013 11:50:52 AM Inspector: JCW
o20130716105414.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130716-44
Time Collected 11:52
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.7
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):82 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):28
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:Moderate Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):793 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1692
City of Oshkosh
o20130716101704.JPG
Outfall Notes:
Wood Duck Ct storm sewer discharges to SE corner
of detention basin. Outfall not located due to dense
algae mat on pond.
Location MapSupplemental Outfall
Discharge Location:
Non-MS4 Stormwater Facility
Structure Type:
Pond Inlet
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 24
Height/Depth (in):
Width (in):
Not Physically Located Easting: 778,615
Northing: 492,737
Longitude: -88.59278
Latitude: 44.07118
County Coordinates: Latitude/Longitude:Mapping Precison:
Desktop mapping estimate
Dimensions
City ID:
Drainage Basin:
N/A
Edgewood Lane
Inspection Date: 7/16/2013 11:13:43 AM Inspector: JCW
o20130716101716.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: Severe
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall not located due to dense algae mat.
Screened upstream at 12-1692 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1692 US1
City of Oshkosh
o20130716104002.JPG
Outfall Notes:
Upstream manhole located approx 307 ft E of outfall
12-1692. Intermediate area consists of street right-
of-way and residential lots.
Location MapSupplemental Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 778,922
Northing: 492,755
Longitude: -88.59161
Latitude: 44.07123
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
12-1692
Edgewood Lane
Inspection Date: 7/17/2013 9:02:00 AM Inspector: JCW
o20130717080230.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130717-43
Time Collected 09:02
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Follow-up screening for detergent. No
detergent detected.
units
Temperature (field):--° F
Inspection Type: Repeat
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):18
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1692 US1
City of Oshkosh
Inspection Date: 7/16/2013 11:38:06 AM Inspector: JCW
o20130716104018.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130716-65
Time Collected 11:37
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.32
Phenol:--
Detergents:1.3
ppm
ppm
ppm
mg/L
mg/L
Notes: Detergent detection in manhole pool.
units
Temperature (field):81 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):18
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):871 µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1700
City of Oshkosh
o20130716095238.JPG
Outfall Notes:
Shorebird Ct storm sewer discharges to NW corner
of detention basin.
Location MapMinor Outfall
Discharge Location:
Non-MS4 Stormwater Facility
Structure Type:
Pond Inlet
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 24
Height/Depth (in):
Width (in):
Not Physically Located Easting: 779,444
Northing: 492,800
Longitude: -88.58962
Latitude: 44.07135
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Edgewood Lane
Inspection Date: 7/16/2013 10:45:34 AM Inspector: JCW
o20130716095250.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: Severe
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 12-1700 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):4
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Severe Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1700 US1
City of Oshkosh
o20130716095514.JPG
Outfall Notes:
Upstream manhole located approx 60 ft W of outfall
12-1700. Intermediate area consists of street right-
of-way.
Location MapSupplemental Outfall - Alternate Location
Discharge Location:
Other
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 779,385
Northing: 492,792
Longitude: -88.58985
Latitude: 44.07133
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
12-1700
Edgewood Lane
Inspection Date: 7/16/2013 10:52:40 AM Inspector: JCW
o20130716095526.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130716-69
Time Collected 10:50
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.72
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):82 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):3
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1056 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1711
City of Oshkosh
o20130716094032.JPG
Outfall Notes:
Shorebird Ct storm sewer discharges to SW corner
of detention basin.
Location MapMinor Outfall
Discharge Location:
Non-MS4 Stormwater Facility
Structure Type:
Pond Inlet
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 21
Height/Depth (in):
Width (in):
Not Physically Located Easting: 779,519
Northing: 492,685
Longitude: -88.58934
Latitude: 44.07104
County Coordinates: Latitude/Longitude:Mapping Precison:
Survey GPS
Dimensions
City ID:
Drainage Basin:
N/A
Edgewood Lane
Inspection Date: 7/16/2013 10:34:31 AM Inspector: JCW
o20130716094036.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 12-1711 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):7
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Moderate Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1711 US1
City of Oshkosh
o20130716094338.JPG
Outfall Notes:
Upstream curb inlet located approx 29 ft SSW of
outfall 12-1711. Intermediate area consists of street
right-of-way.
Location MapSupplemental Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Inlet/Catchbasin
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 779,505
Northing: 492,660
Longitude: -88.58939
Latitude: 44.07097
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
12-1711
Edgewood Lane
Inspection Date: 7/16/2013 10:40:04 AM Inspector: JCW
o20130716094346.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130716-36
Time Collected 10:40
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.42
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):82 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):4
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):845 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1781
City of Oshkosh
o20130702052808.JPG
Outfall Notes:
Fernau Ave storm sewer discharges to NW corner
of detention basin.
Location MapSupplemental Outfall
Discharge Location:
MS4 Stormwater Facility
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 30
Height/Depth (in):
Width (in):
Not Physically Located Easting: 787,769
Northing: 487,652
Longitude: -88.55793
Latitude: 44.05725
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Fernau Ave
Inspection Date: 7/2/2013 6:22:49 AM Inspector: JCW
o20130702052826.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 12-1781 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):13
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Moderate Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1781
City of Oshkosh
Inspection Date: 9/2/2009 Inspector: JCW
Osh09_DSCN6289.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor:
Color:
Turbidity:
Floatables:
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Wet, no flow.
units
Temperature (field):--° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):1
Depth (in):0
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1781 US1
City of Oshkosh
o20130702053242.JPG
Outfall Notes:
Upstream manhole located approx 60 ft N of outfall
12-1781. Intermediate area consists of street right-
of-way.
Location MapSupplemental Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 787,768
Northing: 487,712
Longitude: -88.55794
Latitude: 44.05741
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
12-1781
Fernau Ave
Inspection Date: 7/2/2013 6:27:31 AM Inspector: JCW
o20130702053252.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130702-54
Time Collected 06:31
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.93
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):70 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):6
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):558 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1793
City of Oshkosh
o20130702054512.JPG
Outfall Notes:
Fernau Ave storm sewer discharges to north side of
detention basin.
Location MapSupplemental Outfall
Discharge Location:
MS4 Stormwater Facility
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 24
Height/Depth (in):
Width (in):
Not Physically Located Easting: 788,111
Northing: 487,795
Longitude: -88.55663
Latitude: 44.05764
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Fernau Ave
Inspection Date: 7/2/2013 6:39:06 AM Inspector: JCW
o20130702054518.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 12-1793 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):12
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1793
City of Oshkosh
Inspection Date: 9/2/2009 Inspector: JCW
Osh09_DSCN6295.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor:
Color:
Turbidity:
Floatables:
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):--° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):0
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1793 US1
City of Oshkosh
o20130702055346.JPG
Outfall Notes:
Upstream curb inlet located approx 29 ft NW of
outfall 12-1793. Intermediate area consists of street
right-of-way.
Location MapSupplemental Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Inlet/Catchbasin
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 788,088
Northing: 487,814
Longitude: -88.55672
Latitude: 44.05770
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
12-1793
Fernau Ave
Inspection Date: 7/2/2013 6:51:41 AM Inspector: JCW
o20130702055354.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: Easily detected
Color: None
Turbidity: None
Floatables: None
Sample ID: 130702-47
Time Collected 06:51
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.98
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):70 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):5
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:Slight Natural Suds/FoamNatural Sheen
Conductivity (field):466 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1795
City of Oshkosh
o20130702054920.JPG
Outfall Notes:
Fernau Ave storm curb inlets discharge to north side
of detention basin.
Location MapSupplemental Outfall
Discharge Location:
MS4 Stormwater Facility
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 42
Height/Depth (in):
Width (in):
Not Physically Located Easting: 788,224
Northing: 487,813
Longitude: -88.55621
Latitude: 44.05769
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Fernau Ave
Inspection Date: 7/2/2013 6:45:34 AM Inspector: JCW
o20130702054926.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 12-1795 US1. Tree
growing on apron.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):12
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1795
City of Oshkosh
Inspection Date: 9/2/2009 Inspector: JCW
Osh09_DSCN6292.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor:
Color:
Turbidity:
Floatables:
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):--° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):0
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1795 US1
City of Oshkosh
Outfall Notes:
Upstream manhole located approx 97 ft N of outfall
12-1795. Intermediate area consists of street right-
of-way.
Location MapSupplemental Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 788,223
Northing: 487,911
Longitude: -88.55621
Latitude: 44.05796
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
12-1795
Fernau Ave
Inspection Date: 7/2/2013 6:59:22 AM Inspector: JCW Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130702-57
Time Collected 07:00
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):9.21
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):71 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):7
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:Moderate Natural Suds/FoamNatural Sheen
Conductivity (field):416 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1916
City of Oshkosh
o20130702104626.JPG
Outfall Notes:
Shore Preserve Dr curb inlets discharge to SW
corner of detention basin.
Location MapSupplemental Outfall
Discharge Location:
Non-MS4 Stormwater Facility
Structure Type:
Pond Inlet
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 12
Height/Depth (in):
Width (in):
Not Physically Located Easting: 777,979
Northing: 493,703
Longitude: -88.59520
Latitude: 44.07382
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Edgewood Lane
Inspection Date: 7/2/2013 11:40:12 AM Inspector: JCW
o20130702104638.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 12-1916 US1. Minor
crack on apron walls.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:Minor
Erosion:None
Deposition:Minor
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):1
Depth (in):2
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-1916 US1
City of Oshkosh
o20130702105034.JPG
Outfall Notes:
Upstream catchbasin located approx 48 ft WSW of
outfall 12-1916. Intermediate area consists of pond
shoreline.
Location MapSupplemental Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Inlet/Catchbasin
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 777,938
Northing: 493,678
Longitude: -88.59536
Latitude: 44.07376
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
12-1916
Edgewood Lane
Inspection Date: 7/2/2013 11:47:05 AM Inspector: JCW
o20130702105046.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Water in sump but no flow leaving through
outlet pipe.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-2026
City of Oshkosh
o20130703060334.JPG
Outfall Notes:
Algoma Blvd storm sewer discharges to channel in
wooded area from east.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 24
Height/Depth (in):
Width (in):
Not Physically Located Easting: 784,663
Northing: 485,621
Longitude: -88.56974
Latitude: 44.05167
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Packer Ave
Inspection Date: 7/3/2013 7:00:33 AM Inspector: JCW
o20130703060346.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 12-2026 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):9
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-2026 US1
City of Oshkosh
o20130703061046.JPG
Outfall Notes:
Upstream curb inlet located approx 12 ft E of outfall
12-2026. Intermediate area consists of street right-
of-way.
Location MapMinor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Inlet/Catchbasin
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 784,675
Northing: 485,623
Longitude: -88.56970
Latitude: 44.05168
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
12-2026
Packer Ave
Inspection Date: 7/3/2013 7:14:04 AM Inspector: JCW
o20130703061054.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: Slight
Sample ID: 130703-84
Time Collected 07:02
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.54
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Isolated petroleum on surface - likely from
street runoff.
units
Temperature (field):67 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):6
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):880 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-2075
City of Oshkosh
o20130702112036.JPG
Outfall Notes:
Fraser Dr curb inlets discharge to NE corner of
detention basin.
Location MapSupplemental Outfall
Discharge Location:
Non-MS4 Stormwater Facility
Structure Type:
Pond Inlet
Shape:
Pipe - Circular
Material:
HDPE
Diameter (in): 15
Height/Depth (in):
Width (in):
Not Physically Located Easting: 777,818
Northing: 493,106
Longitude: -88.59581
Latitude: 44.07219
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Edgewood Lane
Inspection Date: 7/2/2013 12:14:37 PM Inspector: JCW
o20130702112100.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 12-2075 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):2
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-2075 US1
City of Oshkosh
o20130702113312.JPG
Outfall Notes:
Upstream curb inlet located approx 47 ft NE of
outfall 12-2075. Intermediate area consists of street
right-of-way.
Location MapSupplemental Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Inlet/Catchbasin
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 777,854
Northing: 493,136
Longitude: -88.59567
Latitude: 44.07227
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
12-2075
Edgewood Lane
Inspection Date: 7/2/2013 12:31:01 PM Inspector: JCW
o20130702113322.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130702-63
Time Collected 12:30
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.62
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):76 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):2
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):601 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-2079
City of Oshkosh
o20130702112506.JPG
Outfall Notes:
Hemlock Ct storm sewer discharges to NW corner
of detention basin.
Location MapSupplemental Outfall
Discharge Location:
Non-MS4 Stormwater Facility
Structure Type:
Pond Inlet
Shape:
Pipe - Circular
Material:
HDPE
Diameter (in): 30
Height/Depth (in):
Width (in):
Not Physically Located Easting: 777,600
Northing: 493,134
Longitude: -88.59664
Latitude: 44.07226
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Edgewood Lane
Inspection Date: 7/2/2013 12:18:42 PM Inspector: JCW
o20130702112524.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: Moderate
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):3
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-2079 US1
City of Oshkosh
o20130702112826.JPG
Outfall Notes:
Upstream manhole located approx 52 ft NW of
outfall 12-2079. Intermediate area consists of street
right-of-way.
Location MapSupplemental Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 777,565
Northing: 493,173
Longitude: -88.59678
Latitude: 44.07237
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
12-2079
Edgewood Lane
Inspection Date: 7/2/2013 12:24:58 PM Inspector: JCW
o20130702112836.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Manhole dry at time of inspection.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-2089
City of Oshkosh
o20130702111636.JPG
Outfall Notes:
Edgewood Rd storm sewer discharges to NE corner
of detention basin.
Location MapSupplemental Outfall
Discharge Location:
Non-MS4 Stormwater Facility
Structure Type:
Pond Inlet
Shape:
Pipe - Circular
Material:
HDPE
Diameter (in): 15
Height/Depth (in):
Width (in):
Not Physically Located Easting: 777,842
Northing: 493,083
Longitude: -88.59572
Latitude: 44.07212
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Edgewood Lane
Inspection Date: 7/2/2013 12:11:24 PM Inspector: JCW
o20130702111644.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: Severe
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 12-2089 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):3
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Moderate Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Moderate Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-2089 US1
City of Oshkosh
o20130702114138.JPG
Outfall Notes:
Upstream manhole located approx 86 ft E of outfall
12-2089. Intermediate area consists of street right-
of-way.
Location MapSupplemental Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 777,928
Northing: 493,085
Longitude: -88.59539
Latitude: 44.07213
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
12-2089
Edgewood Lane
Inspection Date: 7/2/2013 12:39:48 PM Inspector: JCW
o20130702114148.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130702-61
Time Collected 12:36
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.08
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):74 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):1
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1049 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-2092a
City of Oshkosh
o20130716103252.JPG
Outfall Notes:
Twin outlet pipes from detention basin discharge to
stream from east.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 24
Height/Depth (in):
Width (in):
Not Physically Located Easting: 778,198
Northing: 492,880
Longitude: -88.59436
Latitude: 44.07157
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Edgewood Lane
Inspection Date: 7/16/2013 11:26:44 AM Inspector: JCW
o20130716103302.JPG
Previous Rainfall (hrs): 72+
Flow Description: Moderate
Odor: None
Color: None
Turbidity: None
Floatables: Moderate
Sample ID: 130716-71
Time Collected 11:28
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.81
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: No upstream screening location - sample
collected from outfall pool. Apron displaced
4".
units
Temperature (field):80 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:Moderate
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Severe Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:Flow
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):796 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 12-2093
City of Oshkosh
o20130716112522.JPG
Outfall Notes:
Discharge from detention basin discharges to
stream from west.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
HDPE
Diameter (in): 24
Height/Depth (in):
Width (in):
Not Physically Located Easting: 778,143
Northing: 492,561
Longitude: -88.59457
Latitude: 44.07069
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Edgewood Lane
Inspection Date: 7/16/2013 12:20:03 PM Inspector: JCW
o20130716112548.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Flowline wet, but no collectable flow at time
of inspection.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-68
City of Oshkosh
o20130730081150.JPG
Outfall Notes:
Universal St storm sewer discharges to stream from
west.
Location MapMajor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
CMP
Diameter (in): 18
Height/Depth (in):
Width (in):
Not Physically Located Easting: 778,343
Northing: 464,494
Longitude: -88.59369
Latitude: 43.99370
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Campbell Creek
Inspection Date: 7/30/2013 9:08:31 AM Inspector: JCW
o20130730081156.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
submerged upstream at 13-68 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Minor
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):1
Depth (in):2
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-68
City of Oshkosh
Inspection Date: 9/3/2009 Inspector: JCW
Osh09_DSCN6413.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor:
Color:
Turbidity:
Floatables:
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Wet, but no flow leaving pipe.
units
Temperature (field):--° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):1
Depth (in):0
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-68 US1
City of Oshkosh
o20130730081600.JPG
Outfall Notes:
Upstream curb inlet located approx 51 ft W of outfall
13-68. Intermediate area consists of street right-of-
way.
Location MapMajor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Inlet/Catchbasin
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 778,292
Northing: 464,491
Longitude: -88.59388
Latitude: 43.99370
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
13-68
Campbell Creek
Inspection Date: 7/30/2013 9:13:48 AM Inspector: JCW
o20130730081608.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130730-70
Time Collected 09:11
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.43
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):71 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):2
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1923 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-1098
City of Oshkosh
o20130730070404.JPG
Outfall Notes:
Storm sewer discharges to channel from south.
Location MapMajor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 24
Height/Depth (in):
Width (in):
Not Physically Located Easting: 778,351
Northing: 463,926
Longitude: -88.59366
Latitude: 43.99214
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Campbell Creek
Inspection Date: 7/30/2013 7:57:44 AM Inspector: JCW
o20130730070410.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Pipe not located in grassy stream bank.
Screened upstream at 13-1098 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Unlikely
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-1098
City of Oshkosh
Inspection Date: 9/3/2009 Inspector: JCW
Osh09_DSCN6427.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor:
Color:
Turbidity:
Floatables:
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):--° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):18
Depth (in):23
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-1098 US1
City of Oshkosh
o20130730073628.JPG
Outfall Notes:
Upstream inlet located approx 103 ft S of outfall 13-
1098. Intermediate area consists of driveway to
industrial property.
Location MapMajor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Inlet/Catchbasin
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 778,349
Northing: 463,823
Longitude: -88.59366
Latitude: 43.99186
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
13-1758
Campbell Creek
Inspection Date: 7/30/2013 8:33:34 AM Inspector: JCW
o20130730073636.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130730-59
Time Collected 08:32
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.4
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):65 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Minor
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):2
Depth (in):22
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1654 µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-1098 US1
City of Oshkosh
Inspection Date: 9/3/2009 Inspector: JCW
Osh09_DSCN6853.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor:
Color:
Turbidity:
Floatables:
Sample ID: 090903-35
Time Collected 10:52
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.09
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):70 ° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):13
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-1174
City of Oshkosh
o20130730071544.JPG
Outfall Notes:
Universal St storm sewer discharges to channel
from west.
Location MapMajor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Elliptical
Material:
CMP
Diameter (in):
Height/Depth (in): 36
Width (in): 58
Not Physically Located Easting: 778,282
Northing: 463,908
Longitude: -88.59392
Latitude: 43.99210
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Campbell Creek
Inspection Date: 7/30/2013 8:07:14 AM Inspector: JCW
o20130730071554.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Significant woody branches and roots
blocking end of pipe. Partially submerged -
screened upstream at 13-1174 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):23
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-1174
City of Oshkosh
Inspection Date: 9/3/2009 Inspector: JCW
Osh09_DSCN6420.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor:
Color:
Turbidity:
Floatables:
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):--° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):7
Depth (in):34
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-1174 US1
City of Oshkosh
o20130730073044.JPG
Outfall Notes:
Upstream manhole (inlet) located approx 112 ft
SSW of outfall 13-1174. Intermediate area consists
of driveway to industrial property.
Location MapMajor Outfall - Alternate Location
Discharge Location:
W ater of the State
Structure Type:
Inlet/Catchbasin
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 778,246
Northing: 463,803
Longitude: -88.59405
Latitude: 43.99181
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Campbell Creek
Inspection Date: 7/30/2013 8:27:20 AM Inspector: JCW
o20130730073052.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130730-03
Time Collected 08:25
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.19
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):65 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):21
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1606 µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-1174 US1
City of Oshkosh
Inspection Date: 9/3/2009 Inspector: JCW
Osh09_DSCN6850.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor:
Color:
Turbidity:
Floatables:
Sample ID: 090903-40
Time Collected 10:26
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.04
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):69 ° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):25
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-1283
City of Oshkosh
o20130730070818.JPG
Outfall Notes:
Universal St storm sewer discharges to channel
from west.
Location MapMajor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Elliptical
Material:
CMP
Diameter (in):
Height/Depth (in): 40
Width (in): 65
Not Physically Located Easting: 778,272
Northing: 463,918
Longitude: -88.59396
Latitude: 43.99212
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Campbell Creek
Inspection Date: 7/30/2013 8:06:45 AM Inspector: JCW
o20130730070826.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 13-1283 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:Minor
Erosion:None
Deposition:Moderate
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):16
Depth (in):28
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Moderate Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-1283
City of Oshkosh
Inspection Date: 9/3/2009 Inspector: JCW
Osh09_DSCN6417.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor:
Color:
Turbidity:
Floatables:
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):--° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):17
Depth (in):33
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-1283 US1
City of Oshkosh
o20130730072300.JPG
Outfall Notes:
Upstream manhole(inlet) located approx 112 ft SSW
of outfall 13-1283. Intermediate area consists of
street right-of-way. Drop inlet.
Location MapMajor Outfall - Alternate Location
Discharge Location:
W ater of the State
Structure Type:
Inlet/Catchbasin
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 778,246
Northing: 463,885
Longitude: -88.59406
Latitude: 43.99203
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
13-1283
Campbell Creek
Inspection Date: 7/30/2013 8:20:12 AM Inspector: JCW
o20130730072308.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130730-11
Time Collected 08:17
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.59
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):66 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):16
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1221 µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-1283 US1
City of Oshkosh
Inspection Date: 9/3/2009 Inspector: JCW
Osh09_DSCN6423.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor:
Color:
Turbidity:
Floatables:
Sample ID: 090903-32
Time Collected 10:19
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.32
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):69 ° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):21
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-1588
City of Oshkosh
o20130730053858.JPG
Outfall Notes:
Universal St storm sewer discharges to stream from
east.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
CMP
Diameter (in): 36
Height/Depth (in):
Width (in):
Not Physically Located Easting: 778,523
Northing: 461,358
Longitude: -88.59299
Latitude: 43.98510
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Campbell Creek
Inspection Date: 7/30/2013 6:33:19 AM Inspector: JCW
o20130730053908.JPG
Previous Rainfall (hrs): 72+
Flow Description: Trickle
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130730-22
Time Collected 06:35
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.38
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):63 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Minor
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):3
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:Flow
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1764 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-1716
City of Oshkosh
o20130731110616.JPG
Outfall Notes:
Discharge pipe from south end of detention basin.
Originally believed to be additional pond inlet.
Location MapMinor Outfall
Discharge Location:
Downstream Outfall
Structure Type:
Pond Inlet
Shape:
Pipe - Circular
Material:
PVC
Diameter (in): 18
Height/Depth (in):
Width (in):
Not Physically Located Easting: 783,302
Northing: 465,806
Longitude: -88.57485
Latitude: 43.99731
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Stringham Creek
Inspection Date: 7/31/2013 12:02:13 PM Inspector: JCW
o20130731110622.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: Easily detected
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Water in pipe. Screened at 13-1716 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):2
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Moderate Green Brown
Stains:Severe Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-1716
City of Oshkosh
Inspection Date: 9/27/2012 10:55:26 AM Inspector: JCW
o20120927095708.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, no flow
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Ammonia/detergent follow-up. Outfall
partially submerged; screened at 13-1716
US1.
units
Temperature (field):--° F
Inspection Type: Repeat
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):0.5
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Potential
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 6/12/2012 11:38:57 AM Inspector: JCW
o20120612104120.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Sediment and vegetation buildup on apron
blocking flow. Screened upstream
(downstream) at 13-1716 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Moderate
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):8
Depth (in):2
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Moderate Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Potential
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-1716 US1
City of Oshkosh
o20130731111008.JPG
Outfall Notes:
Manhole located approx 17 ft S of outfall 13-1716.
Determined to be located downstream of outfall.
Pipe from car wash enters from east.
Location MapMinor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 783,305
Northing: 465,789
Longitude: -88.57484
Latitude: 43.99727
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Stringham Creek
Inspection Date: 7/31/2013 12:07:12 PM Inspector: JCW
o20130731111022.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: Slight cloudiness
Floatables: None
Sample ID: 130731-37
Time Collected 12:10
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.81
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):75 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):2
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):1 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):632 µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-1716 US1
City of Oshkosh
Inspection Date: 9/27/2012 10:59:11 AM Inspector: JCW
o20120927100116.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: Faint in bottle
Turbidity: Slight cloudiness
Floatables: None
Sample ID: 120927-97
Time Collected 11:00
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.88
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Ammonia/detergent follow-up.
units
Temperature (field):64 ° F
Inspection Type: Repeat
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):2
Petrol. Sheen Suds Sewage Algae Other
Dark/Black
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):686 µS/cm
Inspection Date: 6/12/2012 11:42:38 AM Inspector: JCW
o20120612104548.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: Faint
Color: Clearly visible in bottle
Turbidity: Cloudy
Floatables: None
Sample ID: 120612-27
Time Collected 11:45
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.89
Phenol:0
Detergents:1.3
ppm
ppm
ppm
mg/L
mg/L
Notes: Black pool on flowline with petroleum odor.
units
Temperature (field):64 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):2
Petrol. Sheen Suds Sewage Algae Other
Dark/Black
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):3 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:Moderate Natural Suds/FoamNatural Sheen
Conductivity (field):1011 µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-1758
City of Oshkosh
o20130730063254.JPG
Outfall Notes:
STH 44 storm sewer discharges to USH 41 right-of-
way from west.
Location MapMinor Outfall
Discharge Location:
Adjacent Municipality
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 30
Height/Depth (in):
Width (in):
Not Physically Located Easting: 780,701
Northing: 462,715
Longitude: -88.58472
Latitude: 43.98883
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Stringham Creek
Inspection Date: 7/30/2013 7:19:09 AM Inspector: JCW
o20130730062618.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: Faint
Color: None
Turbidity: None
Floatables: Slight
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Oil containment booms still present in
downstream pool. Outfall fully submerged.
Screened upstream at 13-1758 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Moderate
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):10
Depth (in):30
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Potential
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-1758 US1
City of Oshkosh
o20130730062832.JPG
Outfall Notes:
Upstream manhole located approx 42 ft W of outfall
13-1758. Intermediate area consists of state
highway right-of-way.
Location MapMajor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 780,659
Northing: 462,713
Longitude: -88.58488
Latitude: 43.98883
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
13-1758
Stringham Creek
Inspection Date: 7/30/2013 7:22:47 AM Inspector: JCW
o20130730062844.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: Easily detected
Color: None
Turbidity: None
Floatables: Moderate
Sample ID: 130730-05
Time Collected 07:25
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.6
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Petroleum odor still present. Slight sheen
observed.
units
Temperature (field):67 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):27
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Severe Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1071 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-1957
City of Oshkosh
o20130730101654.JPG
Outfall Notes:
Bellfield Dr storm sewer discharges to NW corner of
detention basin in the Town of Nekimi.
Location MapMinor Outfall
Discharge Location:
Adjacent Municipality
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 24
Height/Depth (in):
Width (in):
Not Physically Located Easting: 778,268
Northing: 459,058
Longitude: -88.59395
Latitude: 43.97879
County Coordinates: Latitude/Longitude:Mapping Precison:
Desktop mapping estimate
Dimensions
City ID:
Drainage Basin:
N/A
Glatz Creek
Inspection Date: 7/30/2013 11:11:04 AM Inspector: JCW
o20130730101658.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall not located. Screened upstream at
13-1857 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Unlikely
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-1957 US1
City of Oshkosh
o20130730101906.JPG
Outfall Notes:
Upstream curb inlet located approx 188 ft NNE of
outfall 13-1957. Intermediate area consists of
residential properties.
Location MapMinor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Inlet/Catchbasin
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 778,307
Northing: 459,243
Longitude: -88.59380
Latitude: 43.97930
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
13-1957
Glatz Creek
Inspection Date: 7/30/2013 11:15:56 AM Inspector: JCW
o20130730101918.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130730-62
Time Collected 11:15
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.48
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):73 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):36
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):664 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-2156
City of Oshkosh
o20130730102950.JPG
Outfall Notes:
Bellfield Dr storm sewer discharges to NW corner of
detention basin in the Town of Nekimi.
Location MapMinor Outfall
Discharge Location:
Adjacent Municipality
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 18
Height/Depth (in):
Width (in):
Not Physically Located Easting: 777,886
Northing: 458,995
Longitude: -88.59540
Latitude: 43.97862
County Coordinates: Latitude/Longitude:Mapping Precison:
Desktop mapping estimate
Dimensions
City ID:
Drainage Basin:
N/A
Glatz Creek
Inspection Date: 7/30/2013 11:24:10 AM Inspector: JCW
o20130730102958.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall not located. Outfall screened
upstream at 13-2156 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Unlikely
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-2156 US1
City of Oshkosh
o20130730103340.JPG
Outfall Notes:
Upstream manhole located approx 112 ft NW of
outfall 13-2156. Intermediate area consists of street
right-of-way and residential property.
Location MapMinor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 777,815
Northing: 459,082
Longitude: -88.59567
Latitude: 43.97886
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
13-2156
Glatz Creek
Inspection Date: 7/30/2013 11:26:01 AM Inspector: JCW
o20130730103348.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: Faint
Color: None
Turbidity: None
Floatables: None
Sample ID: 130730-67
Time Collected 11:28
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.46
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):73 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):21
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Severe Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):581 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-2611
City of Oshkosh
o20130730055300.JPG
Outfall Notes:
STH 44 curb inlets discharge to stream from south.
Possible outfall pool located, but actual pipe not
found. Encountered rock/riprap.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 12
Height/Depth (in):
Width (in):
Not Physically Located Easting: 778,403
Northing: 461,228
Longitude: -88.59345
Latitude: 43.98474
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Campbell Creek
Inspection Date: 7/30/2013 6:46:29 AM Inspector: JCW
o20130730055304.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall not positively identified. Outfall
screened upstream at 13-2611 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Moderate
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):2
Depth (in):12
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-2611 US1
City of Oshkosh
o20130730055518.JPG
Outfall Notes:
Upstream curb inlet located approx 17 ft SSE of
outfall 13-2611. Intermediate area consists of street
right-of-way.
Location MapMinor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Inlet/Catchbasin
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 778,411
Northing: 461,213
Longitude: -88.59342
Latitude: 43.98470
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
13-2611
Campbell Creek
Inspection Date: 7/30/2013 6:49:33 AM Inspector: JCW
o20130730055724.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Flowline wet, but no collectable flow at time
of inspection.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-2613
City of Oshkosh
o20130730060130.JPG
Outfall Notes:
STH 44 storm sewer discharges to stream from
west.
Location MapMajor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 42
Height/Depth (in):
Width (in):
Not Physically Located Easting: 778,377
Northing: 461,213
Longitude: -88.59355
Latitude: 43.98470
County Coordinates: Latitude/Longitude:Mapping Precison:
Dimensions
City ID:
Drainage Basin:
N/A
Campbell Creek
Inspection Date: 7/30/2013 6:54:23 AM Inspector: JCW
o20130730060140.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 13-2613 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):5
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Moderate Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Moderate Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-2613
City of Oshkosh
Inspection Date: 9/3/2009 Inspector: JCW
Osh09_DSCN6430.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, slight flow
Odor: None
Color: None
Turbidity: None
Floatables: Moderate
Sample ID: 090903-28
Time Collected 11:10
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.77
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Thick layer of grass clippings in pipe and
pool.
units
Temperature (field):69 ° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):6
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-2613 US1
City of Oshkosh
o20130730060952.JPG
Outfall Notes:
Upstream manhole located approx 124 ft S of outfall
13-2613. Intermediate area consists of state
highway right-of-way.
Location MapMajor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 778,370
Northing: 461,089
Longitude: -88.59357
Latitude: 43.98436
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
13-2613
Campbell Creek
Inspection Date: 7/30/2013 7:03:45 AM Inspector: JCW
o20130730061008.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130730-29
Time Collected 07:02
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.74
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):64 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):4
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1727 µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-2613 US1
City of Oshkosh
Inspection Date: 9/3/2009 Inspector: JCW
Osh09_DSCN6856.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor:
Color:
Turbidity:
Floatables:
Sample ID: 090903-09
Time Collected 11:20
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.87
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):70 ° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):7
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-2860
City of Oshkosh
o20130730095044.JPG
Outfall Notes:
Global Pkwy storm sewer discharges to detention
basin via grass swale.
Location MapSupplemental Outfall
Discharge Location:
MS4 Stormwater Facility
Structure Type:
Pond Inlet
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 15
Height/Depth (in):
Width (in):
Not Physically Located Easting: 773,179
Northing: 460,783
Longitude: -88.61329
Latitude: 43.98351
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Sawyer Creek
Inspection Date: 7/30/2013 10:43:10 AM Inspector: JCW
o20130730095052.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Apron sediment wet, but no collectable flow
at time of inspection.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Minor
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):2
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-2867a
City of Oshkosh
o20130730094430.JPG
Outfall Notes:
Atlas Ave storm sewer discharges to detention
basin via grass swale.
Location MapSupplemental Outfall
Discharge Location:
MS4 Stormwater Facility
Structure Type:
Pond Inlet
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 21
Height/Depth (in):
Width (in):
Not Physically Located Easting: 773,202
Northing: 460,771
Longitude: -88.61320
Latitude: 43.98347
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Sawyer Creek
Inspection Date: 7/30/2013 10:38:11 AM Inspector: JCW
o20130730094434.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Apron sediment wet, but no collectable flow
at time of inspection.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-2872a
City of Oshkosh
o20130730092820.JPG
Outfall Notes:
Atlas Ave storm sewer discharges to detention
basin via swale.
Location MapSupplemental Outfall
Discharge Location:
MS4 Stormwater Facility
Structure Type:
Pond Inlet
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 42
Height/Depth (in):
Width (in):
Not Physically Located Easting: 774,130
Northing: 461,184
Longitude: -88.60968
Latitude: 43.98461
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Sawyer Creek.
Inspection Date: 7/30/2013 10:24:54 AM Inspector: JCW
o20130730092830.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: Moderate
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 13-2872a.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):6
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Moderate Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-2872a US1
City of Oshkosh
o20130730093402.JPG
Outfall Notes:
Upstream curb inlet located approx 11 ft SE of
outfall 13-2872a. Intermediate area consists of
street right-of-way.
Location MapSupplemental Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Inlet/Catchbasin
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 774,134
Northing: 461,174
Longitude: -88.60966
Latitude: 43.98458
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
13-2872
Sawyer Creek
Inspection Date: 7/30/2013 10:26:40 AM Inspector: JCW
o20130730093414.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130730-75
Time Collected 10:28
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.68
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):72 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):4
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):711 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-3162
City of Oshkosh
o20130730104502.JPG
Outfall Notes:
White Tail Ln storm sewer discharges to NE corner
of detention basin.
Location MapSupplemental Outfall
Discharge Location:
Non-MS4 Stormwater Facility
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Elliptical
Material:
RCP
Diameter (in):
Height/Depth (in): 48
Width (in): 76
Not Physically Located Easting: 778,584
Northing: 458,138
Longitude: -88.59275
Latitude: 43.97627
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Glatz Creek
Inspection Date: 7/30/2013 11:41:38 AM Inspector: JCW
o20130730104510.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall fully submerged. Outfall screened
upstream at 13-3162 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):55
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-3162
City of Oshkosh
Inspection Date: 9/3/2009 Inspector: JCW
Osh09_DSCN6434.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor:
Color:
Turbidity:
Floatables:
Sample ID: 090903-08L
Time Collected 12:26
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):9.04
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):75 ° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):7
Depth (in):43
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-3162 US1
City of Oshkosh
o20130730105138.JPG
Outfall Notes:
Upstream manhole located approx 92 ft NE of outfall
13-3162. Intermediate area consists of street right-
of-way.
Location MapSupplemental Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 778,634
Northing: 458,215
Longitude: -88.59256
Latitude: 43.97648
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
13-3162
Glatz Creek
Inspection Date: 7/30/2013 11:49:03 AM Inspector: JCW
o20130730105144.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: Faint
Color: None
Turbidity: None
Floatables: None
Sample ID: 130730-35
Time Collected 11:50
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.97
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):75 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):53
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:Slight Natural Suds/FoamNatural Sheen
Conductivity (field):358 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-3204
City of Oshkosh
o20130730095852.JPG
Outfall Notes:
Global Pkwy storm sewer discharges to SW corner
of detention basin.
Location MapSupplemental Outfall
Discharge Location:
MS4 Stormwater Facility
Structure Type:
Pond Inlet
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 48
Height/Depth (in):
Width (in):
Not Physically Located Easting: 773,075
Northing: 461,402
Longitude: -88.61369
Latitude: 43.98520
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Sawyer Creek
Inspection Date: 7/30/2013 10:52:09 AM Inspector: JCW
o20130730095856.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 13-3204 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):1
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Moderate Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-3204
City of Oshkosh
Inspection Date: 9/3/2009 Inspector: JCW
Osh09_DSCN6407.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor:
Color:
Turbidity:
Floatables:
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):--° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):0
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-3204 US1
City of Oshkosh
o20130730100226.JPG
Outfall Notes:
Upstream manhole located approx 202 ft SW of
outfall 13-3204. Intermediate area consists of street
right-of-way and grassy vacant lot.
Location MapSupplemental Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 772,900
Northing: 461,301
Longitude: -88.61435
Latitude: 43.98493
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
13-3204
Sawyer Creek
Inspection Date: 7/30/2013 11:00:01 AM Inspector: JCW
o20130730100236.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Manhole dry and clean at time of inspection.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-3488
City of Oshkosh
o20130730083352.JPG
Outfall Notes:
Oakwood Rd storm sewer discharges to SE corner
of detention basin.
Location MapSupplemental Outfall
Discharge Location:
MS4 Stormwater Facility
Structure Type:
Pond Inlet
Shape:
Pipe - Elliptical
Material:
RCP
Diameter (in):
Height/Depth (in): 29
Width (in): 45
Not Physically Located Easting: 776,270
Northing: 463,215
Longitude: -88.60156
Latitude: 43.99019
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Sawyer Creek
Inspection Date: 7/30/2013 9:27:18 AM Inspector: JCW
o20130730083416.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 13-3488 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):16
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 13-3488 US1
City of Oshkosh
o20130730083638.JPG
Outfall Notes:
Upstream manhole located approx 53 ft E of outfall
13-3488. Intermediate area consists of street right-
of-way.
Location MapSupplemental Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 776,323
Northing: 463,207
Longitude: -88.60136
Latitude: 43.99017
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
13-3488
Sawyer Creek
Inspection Date: 7/30/2013 9:30:33 AM Inspector: JCW
o20130730083650.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130730-28
Time Collected 09:32
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.96
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):71 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):14
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):938 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-124
City of Oshkosh
o20130731065746.JPG
Outfall Notes:
25th Ave storm sewer discharges to stream from
north. Location approximate - GPS not available in
canopy.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
CMP
Diameter (in): 15
Height/Depth (in):
Width (in):
Not Physically Located Easting: 792,647
Northing: 463,367
Longitude: -88.53934
Latitude: 43.99064
County Coordinates: Latitude/Longitude:Mapping Precison:
Desktop mapping estimate
Dimensions
City ID:
Drainage Basin:
N/A
Glatz Creek
Inspection Date: 7/31/2013 7:55:00 AM Inspector: JCW
o20130731065754.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Pipe dry at time of inspection. Last 12" of
pipe undercut.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:Moderate
Erosion:Minor
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-582
City of Oshkosh
o20130731092548.JPG
Outfall Notes:
W. 28th Street storm sewer discharges to stream
from west.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 27
Height/Depth (in):
Width (in):
Not Physically Located Easting: 793,247
Northing: 462,013
Longitude: -88.53705
Latitude: 43.98693
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Gallups/Merritts Creek
Inspection Date: 7/31/2013 10:23:22 AM Inspector: JCW
o20130731092642.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, slight flow
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 14-582 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):11
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-582
City of Oshkosh
Inspection Date: 9/27/2012 11:43:23 AM Inspector: JCW
o20120927103918.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, slight flow
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 120927-59
Time Collected 11:40
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.77
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Gel-like sheen on surface of stream. Outfall
partially submerged; additional screening
upstream at 14-582 US7.
units
Temperature (field):64 ° F
Inspection Type: Repeat
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):6
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Moderate Green Brown
Stains:Severe Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1077 µS/cm
Inspection Date: 9/5/2012 11:52:00 AM Inspector: JCW
o20120905105212.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: Noticeable from a distanc
Color: Clearly visible in flow
Turbidity: Cloudy
Floatables: None
Sample ID: 120905-47
Time Collected 12:01
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): --
pH (field):75
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Dark black substance in water around outfall
and bridge. Sample collected from stream.
units
Temperature (field):--° F
Inspection Type: Complaint
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):12
Petrol. Sheen Suds Sewage Algae Other
Dark/Black
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Moderate Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1419 µS/cm
Page 2 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-582
City of Oshkosh
Inspection Date: 6/20/2012 12:02:16 PM Inspector: JCW
o20120620110152.JPG
Previous Rainfall (hrs): 24-48
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged; screened
upstream at 14-582 US7.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):12
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Moderate Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 10/5/2011 12:26:00 PM Inspector: JCW
o20111005122620.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor:
Color:
Turbidity:
Floatables:
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Complaint follow-up. Outfall partially
submerged. Outfall screened upstream at 14-
585 US7. Limited screening conducted.
units
Temperature (field):--° F
Inspection Type: Repeat
Graffiti:
Damage:
Erosion:
Deposition:
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Obvious
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 3 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-582
City of Oshkosh
Inspection Date: 5/26/2011 12:21:00 PM Inspector: JCW
o20110526112114.jpg
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: Noticeable from a distanc
Color:
Turbidity:
Floatables:
Sample ID: 110526-x1
Time Collected 12:18
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Complaint follow-up. Strong chlorine smell
inside pipe. Chemical interference with
chlorine test. Limited screening conducted.
units
Temperature (field):--° F
Inspection Type: Repeat
Graffiti:
Damage:
Erosion:
Deposition:
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Obvious
Gross Solids:Litter Debris Sediment Other
Non-illicit:Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 5/12/2011 1:03:00 PM Inspector: JCW
o20110512133142.jpg
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: Noticeable from a distanc
Color: Clearly visible in flow
Turbidity:
Floatables:
Sample ID: 110512-x1
Time Collected 13:00
Total Chlorine (field): 2
Free Chlorine (field): 2
Total Copper (field): 0
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Responded to complaint about discharge
from pipe. Outfall partially submerged.
Yellow pool at end of pipe. Chemical smell
units
Temperature (field):--° F
Inspection Type: Complaint
Graffiti:
Damage:
Erosion:
Deposition:
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
Yellow
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):2 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Obvious
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 4 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-582 US1
City of Oshkosh
o20130731093026.JPG
Outfall Notes:
Upstream manhole located approx 27 ft WNW of
outfall 14-582. Intermediate area consists of street
right-of-way.
Location MapMajor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 793,221
Northing: 462,023
Longitude: -88.53715
Latitude: 43.98696
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
14-582
Gallups/Merritts Creek
Inspection Date: 7/31/2013 10:27:12 AM Inspector: JCW
o20130731093036.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: Slight
Sample ID: 130731-77
Time Collected 10:29
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.52
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):72 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):5
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1403 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-595
City of Oshkosh
o20130717110224.JPG
Outfall Notes:
33rd Ave storm sewer discharges to stream from
west.
Location MapMajor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Elliptical
Material:
RCP
Diameter (in):
Height/Depth (in): 22
Width (in): 38
Not Physically Located Easting: 791,162
Northing: 458,732
Longitude: -88.54497
Latitude: 43.97793
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Gallups/Merritts Creek
Inspection Date: 7/17/2013 11:58:51 AM Inspector: JCW
o20130717110248.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 14-595 US3.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):5
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-595
City of Oshkosh
Inspection Date: 8/26/2010 Inspector: JCW Previous Rainfall (hrs): 72+
Flow Description:
Odor:
Color:
Turbidity:
Floatables:
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Actual outfall not screened. Oil observed in
14-595 US3 in 2009 - only upstream
manhole re-screened.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:
Damage:
Erosion:
Deposition:
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 9/4/2009 Inspector: JCW
Osh09_DSCN6531.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor:
Color:
Turbidity:
Floatables:
Sample ID: 090904-03
Time Collected 13:15
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.57
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):71 ° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):7
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-595 US3
City of Oshkosh
o20130717111358.JPG
Outfall Notes:
Upstream manhole located approx 649 ft W of
outfall 14-595. Intermediate area consists of open
space and fenced detention basin.
Location MapMajor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 790,513
Northing: 458,741
Longitude: -88.54743
Latitude: 43.97795
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Gallups/Merritts Creek
Inspection Date: 7/17/2013 12:11:16 PM Inspector: JCW
o20130717111410.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Sediment wet, but no collectable flow at time
of inspection.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-595 US3
City of Oshkosh
Inspection Date: 8/26/2010 1:14:52 PM Inspector: JCW
o20100826130414.JPG
Previous Rainfall (hrs): 72+
Flow Description: Trickle
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Rescreened due to oil in 2009. No sign of
oil. Shallow flow - no sample collected.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 9/4/2009 Inspector: JCW
Osh09_DSCN6535.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: Slight
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Wet, no flow. Slight oil sheen in pool in
manhole.
units
Temperature (field):--° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):0
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Potential
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-615
City of Oshkosh
o20130731082824.JPG
Outfall Notes:
Stoney Beach Rd storm sewer discharges to stream
from south. Outfall not located.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 15
Height/Depth (in):
Width (in):
Not Physically Located Easting: 794,103
Northing: 462,538
Longitude: -88.53380
Latitude: 43.98837
County Coordinates: Latitude/Longitude:Mapping Precison:
Desktop mapping estimate
Dimensions
City ID:
Drainage Basin:
N/A
Gallups/Merritts Creek
Inspection Date: 7/31/2013 9:28:00 AM Inspector: JCW
o20130731082828.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall under dock and not located. Outfall
screened upstream at 14-615 US2.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Unlikely
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-615 US2
City of Oshkosh
o20130731083218.JPG
Outfall Notes:
Upstream yard drain located approx 235 ft SSE of
outfall 14-615. Intermediate area consists of street
right-of-way and residential properties.
Location MapMinor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Inlet/Catchbasin
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 794,165
Northing: 462,312
Longitude: -88.53357
Latitude: 43.98775
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
14-545
Gallups/Merritts Creek
Inspection Date: 7/31/2013 9:32:46 AM Inspector: JCW
o20130731083224.JPG
Previous Rainfall (hrs): 72+
Flow Description: Moderate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130731-50
Time Collected 09:25
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.43
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Sample collected from flow entering
catchbasin. Originates 78 ft west from 4"
pvc. Could not open grate.
units
Temperature (field):71 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Flow
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1379 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-635
City of Oshkosh
o20130717102530.JPG
Outfall Notes:
35th Ave storm sewer discharges into west culvert.
Location approximate - GPS not available in culvert.
Location MapMajor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
CMP
Diameter (in): 24
Height/Depth (in):
Width (in):
Not Physically Located Easting: 790,346
Northing: 457,123
Longitude: -88.54807
Latitude: 43.97351
County Coordinates: Latitude/Longitude:Mapping Precison:
Desktop mapping estimate
Dimensions
City ID:
Drainage Basin:
N/A
Gallups/Merritts Creek
Inspection Date: 7/17/2013 11:22:01 AM Inspector: JCW
o20130717102554.JPG
Previous Rainfall (hrs): 72+
Flow Description: Trickle
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130717-53
Time Collected 11:22
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.6
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):71 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):1 ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:Flow
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):729 µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-635
City of Oshkosh
Inspection Date: 9/4/2009 Inspector: JCW
Osh09_DSCN6528.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor:
Color:
Turbidity:
Floatables:
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Water standing in pipe ribs - no flow. Black
lining of pipe peeling.
units
Temperature (field):--° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):0
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-644
City of Oshkosh
o20130717121110.JPG
Outfall Notes:
Oregon St storm sewer discharges to stream from
south.
Location MapMajor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 36
Height/Depth (in):
Width (in):
Not Physically Located Easting: 791,780
Northing: 459,987
Longitude: -88.54262
Latitude: 43.98137
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Gallups/Merritts Creek
Inspection Date: 7/17/2013 1:07:42 PM Inspector: JCW
o20130717121116.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Pipe wet but no collectable flow at time of
inspection.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-644
City of Oshkosh
Inspection Date: 9/4/2009 Inspector: JCW
Osh09_DSCN6544.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor:
Color:
Turbidity:
Floatables:
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):--° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):0
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-645
City of Oshkosh
o20130717121614.JPG
Outfall Notes:
Oregon St. storm sewer discharges to stream from
north.
Location MapMajor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 24
Height/Depth (in):
Width (in):
Not Physically Located Easting: 791,853
Northing: 460,033
Longitude: -88.54235
Latitude: 43.98150
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Gallups/Merritts Creek
Inspection Date: 7/17/2013 1:12:46 PM Inspector: JCW
o20130717121624.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Pipe wet, but no flow leaving apron. Apron
displaced 4".
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:Minor
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-645
City of Oshkosh
Inspection Date: 9/4/2009 Inspector: JCW
Osh09_DSCN6547.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor:
Color:
Turbidity:
Floatables:
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Wet, no flow.
units
Temperature (field):--° F
Inspection Type: Initial
Graffiti:None
Damage:Minor
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):0
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-659
City of Oshkosh
o20130731055354.JPG
Outfall Notes:
Oregon St storm sewer discharges to stream from
south.
Location MapMajor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 24
Height/Depth (in):
Width (in):
Not Physically Located Easting: 791,853
Northing: 463,068
Longitude: -88.54235
Latitude: 43.98982
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Glatz Creek
Inspection Date: 7/31/2013 6:52:38 AM Inspector: JCW
o20130731055412.JPG
Previous Rainfall (hrs): 72+
Flow Description: Trickle
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130731-24
Time Collected 06:50
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.19
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: 7" apron displacement
units
Temperature (field):70 ° F
Inspection Type: Ongoing
Graffiti:Minor
Damage:Moderate
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:Flow
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):638 µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-659
City of Oshkosh
Inspection Date: 9/4/2009 Inspector: JCW
Osh09_DSCN6559.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor:
Color:
Turbidity:
Floatables:
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Apron separating from pipe. Grafitti on
bridge.
units
Temperature (field):--° F
Inspection Type: Initial
Graffiti:Moderate
Damage:Moderate
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):0
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-660
City of Oshkosh
o20130731054656.JPG
Outfall Notes:
Oregon St storm sewer discharges to stream from
north.
Location MapMajor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 24
Height/Depth (in):
Width (in):
Not Physically Located Easting: 791,856
Northing: 463,097
Longitude: -88.54234
Latitude: 43.98990
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Glatz Creek
Inspection Date: 7/31/2013 6:44:10 AM Inspector: JCW
o20130731054706.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Apron wet, but no collectable flow at time of
inspection. Apron displacement with
sinkhole above.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:Moderate
Erosion:Moderate
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-660
City of Oshkosh
Inspection Date: 9/4/2009 Inspector: JCW
Osh09_DSCN6553.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor:
Color:
Turbidity:
Floatables:
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Apron separating from pipe. Grafitti on
bridge.
units
Temperature (field):--° F
Inspection Type: Initial
Graffiti:Moderate
Damage:Moderate
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):0
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-670
City of Oshkosh
o20130717103622.JPG
Outfall Notes:
35th Ave storm sewer discharges to east CTH I
ditch from west.
Location MapMajor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 15
Height/Depth (in):
Width (in):
Not Physically Located Easting: 791,726
Northing: 457,027
Longitude: -88.54282
Latitude: 43.97325
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Johnson Ave
Inspection Date: 7/17/2013 11:32:29 AM Inspector: JCW
o20130717103632.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Apron sediment wet, but no collectable flow
at time of inspection.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Moderate
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):4
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-670
City of Oshkosh
Inspection Date: 9/4/2009 Inspector: JCW
Osh09_DSCN6521.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor:
Color:
Turbidity:
Floatables:
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Standing water inside pipe due to sediment
at end - no flow leaving pool.
units
Temperature (field):--° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):4
Depth (in):0
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-675
City of Oshkosh
o20130717120448.JPG
Outfall Notes:
Waukau Ave storm sewer discharges into east
culvert.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
CMP
Diameter (in): 12
Height/Depth (in):
Width (in):
Not Physically Located Easting: 791,648
Northing: 459,932
Longitude: -88.54313
Latitude: 43.98122
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Gallups/Merritts Creek
Inspection Date: 7/17/2013 1:03:55 PM Inspector: JCW
o20130717120604.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Water in pipe corrugations, but no
collectable flow at time of inspection.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:Minor
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-676
City of Oshkosh
o20130717115958.JPG
Outfall Notes:
Waukau Ave storm sewer discharges into west
culvert.
Location MapMajor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
CMP
Diameter (in): 30
Height/Depth (in):
Width (in):
Not Physically Located Easting: 791,621
Northing: 459,937
Longitude: -88.54323
Latitude: 43.98123
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Gallups/Merritts Creek
Inspection Date: 7/17/2013 12:56:41 PM Inspector: JCW
o20130717120006.JPG
Previous Rainfall (hrs): 72+
Flow Description: Moderate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130717-85
Time Collected 12:56
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.11
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Fine light color silt settled on culvert and
rocks at base of outfall.
units
Temperature (field):72 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:Moderate
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0.5 ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:Flow
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:Slight Natural Suds/FoamNatural Sheen
Conductivity (field):947 µS/cm
Page 1 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-676
City of Oshkosh
Inspection Date: 6/20/2012 12:29:02 PM Inspector: JCW
o20120620112732.JPG
Previous Rainfall (hrs): 24-48
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: 2011 suds (natural) follow-up. Pipe wet but
no flow at outfall.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:Minor
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 10/6/2011 3:04:00 PM Inspector: JCW
o20111006150702.JPG
Previous Rainfall (hrs): 72+
Flow Description: Moderate
Odor: None
Color: None
Turbidity: None
Floatables: Moderate
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Persistent suds still present in mixing zone
and downstream.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:Moderate
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Potential
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-676
City of Oshkosh
Inspection Date: 5/26/2011 12:58:00 PM Inspector: JCW
o20110526124526.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Limited screening conducted to check for
suds. Slight suds - all coming from
upstream of culvert.
units
Temperature (field):--° F
Inspection Type: Other
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):2
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Potential
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 8/26/2010 1:00:18 PM Inspector: JCW
o20100826123758.JPG
Previous Rainfall (hrs): 72+
Flow Description: Moderate
Odor: None
Color: None
Turbidity: None
Floatables: Moderate
Sample ID: 100826-85
Time Collected 12:40
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.52
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Sample consists of sheen skimmed from
surface of downstream pool.
units
Temperature (field):76 ° F
Inspection Type: Other
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 3 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-676
City of Oshkosh
Inspection Date: 8/26/2010 12:58:18 PM Inspector: JCW
o20100826123658.JPG
Previous Rainfall (hrs): 72+
Flow Description: Moderate
Odor: None
Color: None
Turbidity: None
Floatables: Moderate
Sample ID: 100826-52
Time Collected 12:40
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.3
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Persistent suds and gel-like sheen
downstream
units
Temperature (field):78 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:Moderate
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:Flow
Illicit Discharge Potential:Potential
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 9/4/2009 Inspector: JCW
Osh09_DSCN6538.JPG
Previous Rainfall (hrs): 72+
Flow Description: Moderate
Odor: None
Color: None
Turbidity: None
Floatables: Moderate
Sample ID: 090904-10
Time Collected 13:40
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.32
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Sample 09090411 collected from pool
(suds). No detergent detected.
units
Temperature (field):78 ° F
Inspection Type: Initial
Graffiti:None
Damage:Minor
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):0
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:Flow
Illicit Discharge Potential:Potential
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 4 of 4 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-759
City of Oshkosh
o20130731085130.JPG
Outfall Notes:
Lake Rest Ave storm sewer discharges to channel
from east.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Inlet/Catchbasin
Shape:
Pipe - Circular
Material:
CMP
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 795,504
Northing: 460,368
Longitude: -88.52848
Latitude: 43.98242
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Gallups/Merritts Creek
Inspection Date: 7/31/2013 9:48:46 AM Inspector: JCW
o20130731085138.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall not located. Outfall screened
upstream at 14-759 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Unlikely
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-759 US1
City of Oshkosh
o20130731085834.JPG
Outfall Notes:
Upstream manhole located approx 48 ft W of outfall
14-759. Intermediate area consists of street right-of-
way.
Location MapMinor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 795,456
Northing: 460,371
Longitude: -88.52866
Latitude: 43.98243
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
14-759
Gallups/Merritts Creek
Inspection Date: 7/31/2013 9:51:42 AM Inspector: JCW
o20130731085842.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130731-20
Time Collected 09:50
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.55
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):74 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):30
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):678 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-766
City of Oshkosh
o20130717123408.JPG
Outfall Notes:
Waukau Ave storm sewer discharges to railroad
right-of-way from east.
Location MapMajor Outfall
Discharge Location:
Adjacent Municipality
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
CMP
Diameter (in): 30
Height/Depth (in):
Width (in):
Not Physically Located Easting: 792,571
Northing: 459,952
Longitude: -88.53962
Latitude: 43.98128
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Gallups/Merritts Creek
Inspection Date: 7/17/2013 1:30:26 PM Inspector: JCW
o20130717123414.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Sediment wet, but no collectable flow at time
of inspection.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Moderate
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):10
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-766
City of Oshkosh
Inspection Date: 9/4/2009 Inspector: JCW
Osh09_DSCN6550.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, no flow
Odor:
Color:
Turbidity:
Floatables:
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Pool at end of pipe - no flow leaving pool.
units
Temperature (field):--° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):9
Depth (in):11
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-789
City of Oshkosh
o20130731090940.JPG
Outfall Notes:
Waukau Ave storm sewer discharges to lake from
west.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
CMP
Diameter (in): 24
Height/Depth (in):
Width (in):
Not Physically Located Easting: 795,906
Northing: 459,846
Longitude: -88.52695
Latitude: 43.98099
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Johnson Ave
Inspection Date: 7/31/2013 10:02:56 AM Inspector: JCW
o20130731090946.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Riprap in pipe and apron. Outfall partially
submerged. Outfall screened upstream at
14-789.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):9
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Moderate Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-789 US1
City of Oshkosh
o20130731091346.JPG
Outfall Notes:
Upstream manhole located approx 21 ft NW of
outfall 14-789. Intermediate area consists of street
right-of-way.
Location MapMinor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 795,890
Northing: 459,860
Longitude: -88.52701
Latitude: 43.98103
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
14-789
Johnson Ave
Inspection Date: 7/31/2013 10:05:52 AM Inspector: JCW
o20130731091356.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130731-27
Time Collected 10:05
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.14
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):74 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):5
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1020 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-996
City of Oshkosh
Osh09_DSCN6563.JPG
Outfall Notes:
Hughes St storm sewer discharges to stream from
west. Inside Oshkosh Corporation security fence.
Location MapMajor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 48
Height/Depth (in):
Width (in):
Not Physically Located Easting: 791,156
Northing: 462,711
Longitude: -88.54500
Latitude: 43.98884
County Coordinates: Latitude/Longitude:Mapping Precison:
Dimensions
City ID:
Drainage Basin:
N/A
Glatz Creek
Inspection Date: 7/31/2013 7:06:55 AM Inspector: JCW Previous Rainfall (hrs): 72+
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Inside locked security fence. Screened
upstream at 14-996 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-996
City of Oshkosh
Inspection Date: 9/4/2009 Inspector: JCW
Osh09_DSCN6564.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor:
Color:
Turbidity:
Floatables:
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):--° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):5
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-996 US1
City of Oshkosh
o20130731061448.JPG
Outfall Notes:
Upstream curb inlet located approx 139 ft NW of
outfall 14-996. Intermediate area consists of open
space and wooded area.
Location MapMajor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Inlet/Catchbasin
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 791,046
Northing: 462,797
Longitude: -88.54542
Latitude: 43.98908
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
14-996
Glatz Creek
Inspection Date: 7/31/2013 7:13:15 AM Inspector: JCW
o20130731061500.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: Faint
Color: None
Turbidity: None
Floatables: None
Sample ID: 130731-39
Time Collected 07:12
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.67
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):71 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):5
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0.5 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):431 µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-996 US1
City of Oshkosh
Inspection Date: 9/4/2009 Inspector: JCW
Osh09_DSCN6567.JPG
Previous Rainfall (hrs): 72+
Flow Description: Moderate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 090904-01
Time Collected 14:50
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.63
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):82 ° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):0
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:Flow
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-999
City of Oshkosh
o20130731063028.JPG
Outfall Notes:
Hughes St storm sewer discharges to stream from
north.
Location MapMajor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 48
Height/Depth (in):
Width (in):
Not Physically Located Easting: 791,411
Northing: 462,824
Longitude: -88.54403
Latitude: 43.98915
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Glatz Creek
Inspection Date: 7/31/2013 7:27:16 AM Inspector: JCW
o20130731063036.JPG
Previous Rainfall (hrs): 72+
Flow Description: Trickle
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130731-78
Time Collected 07:25
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.05
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: End section displaced 4".
units
Temperature (field):71 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:Minor
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:Flow
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1865 µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-999
City of Oshkosh
Inspection Date: 9/4/2009 Inspector: JCW
Osh09_DSCN6570.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, slight flow
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 090904-22
Time Collected 15:15
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.82
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: End section of pipe separated.
units
Temperature (field):73 ° F
Inspection Type: Initial
Graffiti:None
Damage:Moderate
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):1
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-1007
City of Oshkosh
o20130717104104.JPG
Outfall Notes:
Oregon St storm sewer discharges to east CTH I
ditch.
Location MapMajor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Elliptical
Material:
RCP
Diameter (in):
Height/Depth (in): 29
Width (in): 45
Not Physically Located Easting: 791,734
Northing: 457,009
Longitude: -88.54279
Latitude: 43.97320
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Johnson Ave
Inspection Date: 7/17/2013 11:41:00 AM Inspector: JCW
o20130717104110.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Apron sediment wet, but no collectable flow
at time of inspection.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Minor
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):5
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-1007
City of Oshkosh
Inspection Date: 9/4/2009 Inspector: JCW
Osh09_DSCN6525.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor:
Color:
Turbidity:
Floatables:
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Garbage inside pipe.
units
Temperature (field):--° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):1
Depth (in):0
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-1130
City of Oshkosh
o20130731072850.JPG
Outfall Notes:
Main St storm sewer discharges to stream from
south.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 12
Height/Depth (in):
Width (in):
Not Physically Located Easting: 793,433
Northing: 463,341
Longitude: -88.53635
Latitude: 43.99057
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Glatz Creek
Inspection Date: 7/31/2013 8:22:46 AM Inspector: JCW
o20130731072858.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Pipe dry at time of inspection.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-1133
City of Oshkosh
o20130731071258.JPG
Outfall Notes:
Main St storm sewer discharges to stream from
south.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 12
Height/Depth (in):
Width (in):
Not Physically Located Easting: 793,345
Northing: 463,294
Longitude: -88.53668
Latitude: 43.99044
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Glatz Creek
Inspection Date: 7/31/2013 8:09:04 AM Inspector: JCW
o20130731071304.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Flowline wet, but no collectable flow at time
of inspection.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-1136
City of Oshkosh
o20130731075420.JPG
Outfall Notes:
Fond du Lac Rd curb inlets discharge to stream
from north. Pipe diameter approximate due to
deposition.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 18
Height/Depth (in):
Width (in):
Not Physically Located Easting: 793,684
Northing: 462,511
Longitude: -88.53539
Latitude: 43.98830
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Gallups/Merritts Creek
Inspection Date: 7/31/2013 8:47:06 AM Inspector: JCW
o20130731075424.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Significant deposition and vegetation on
apron.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Severe
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):10
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Moderate Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Moderate Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-1138
City of Oshkosh
o20130731074334.JPG
Outfall Notes:
Fond du Lac Rd curb inlet discharges to stream
from south.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 21
Height/Depth (in):
Width (in):
Not Physically Located Easting: 793,766
Northing: 462,499
Longitude: -88.53508
Latitude: 43.98826
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Gallups/Merritts Creek
Inspection Date: 7/31/2013 8:40:28 AM Inspector: JCW
o20130731074342.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Apron sediment wet, but no collectable flow
at time of inspection.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Minor
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):2
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-1139
City of Oshkosh
o20130731080446.JPG
Outfall Notes:
Fond du Lac Rd storm sewer discharges to stream
from south. Outfall information from MS4 map -
outfall covered under brush.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 42
Height/Depth (in):
Width (in):
Not Physically Located Easting: 793,699
Northing: 462,464
Longitude: -88.53534
Latitude: 43.98817
County Coordinates: Latitude/Longitude:Mapping Precison:
Desktop mapping estimate
Dimensions
City ID:
Drainage Basin:
N/A
Gallups/Merritts Creek
Inspection Date: 7/31/2013 9:01:25 AM Inspector: JCW
o20130731080450.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged (not located)
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall under brush. Outfall screened
upstream at 14-1139 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Fully
Sample Location:
Illicit Discharge Potential:Unlikely
Outfall
Not
Located
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-1139 US1
City of Oshkosh
o20130731081054.JPG
Outfall Notes:
Upstream manhole located approx 71 ft SSE of
outfall 14-1139. Intermediate area consists of
residential property and wooded area.
Location MapMinor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 793,736
Northing: 462,404
Longitude: -88.53520
Latitude: 43.98800
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
14-1139
Gallups/Merritts Creek
Inspection Date: 7/31/2013 9:07:56 AM Inspector: JCW
o20130731081104.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130731-54
Time Collected 09:07
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.63
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):72 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):32
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1121 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-1218
City of Oshkosh
o20130717095626.JPG
Outfall Notes:
Ripple Ave curb inlets discharge to swale on south
side of road.
Location MapMinor Outfall
Discharge Location:
Adjacent Municipality
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
HDPE
Diameter (in): 12
Height/Depth (in):
Width (in):
Not Physically Located Easting: 791,509
Northing: 454,438
Longitude: -88.54364
Latitude: 43.96615
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Johnson Ave
Inspection Date: 7/17/2013 10:50:03 AM Inspector: JCW
o20130717095634.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Apron blocked with dirt and grass. Pipe dry
at time of inspection.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Severe
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):12
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-1220
City of Oshkosh
Outfall Notes:
Catchbasins from south ditch of Ripple Ave
discharge to swale on south side of road.
Location MapMinor Outfall
Discharge Location:
Adjacent Municipality
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
HDPE
Diameter (in): 12
Height/Depth (in):
Width (in):
Not Physically Located Easting: 791,356
Northing: 454,446
Longitude: -88.54422
Latitude: 43.96617
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Johnson Ave
Inspection Date: 7/17/2013 10:54:12 AM Inspector: JCW Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Pipe dry at time of inspection.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-1222
City of Oshkosh
o20130717101432.JPG
Outfall Notes:
Ripple Ave storm sewer discharges to swale from
east.
Location MapMinor Outfall
Discharge Location:
Downstream Outfall
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
HDPE
Diameter (in): 12
Height/Depth (in):
Width (in):
Not Physically Located Easting: 790,640
Northing: 454,512
Longitude: -88.54694
Latitude: 43.96635
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Johnson Ave
Inspection Date: 7/17/2013 11:09:19 AM Inspector: JCW
o20130717101438.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Pipe dry at time of inspection.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Minor
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):2
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-1227
City of Oshkosh
o20130717100904.JPG
Outfall Notes:
Ripple Ave storms sewer discharges to swale from
west.
Location MapMinor Outfall
Discharge Location:
Downstream Outfall
Structure Type:
Inlet/Catchbasin
Shape:
Pipe - Elliptical
Material:
RCP
Diameter (in):
Height/Depth (in): 24
Width (in): 38
Not Physically Located Easting: 790,620
Northing: 454,512
Longitude: -88.54702
Latitude: 43.96635
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Johnson Ave
Inspection Date: 7/17/2013 11:05:51 AM Inspector: JCW
o20130717100914.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Pipe dry at time of inspection.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-1253
City of Oshkosh
o20130730120714.JPG
Outfall Notes:
Lilac Ln storm sewer discharges to NW corner of
dry pond.
Location MapMinor Outfall
Discharge Location:
MS4 Stormwater Facility
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
HDPE
Diameter (in): 30
Height/Depth (in):
Width (in):
Not Physically Located Easting: 794,576
Northing: 458,230
Longitude: -88.53200
Latitude: 43.97656
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Johnson Ave
Inspection Date: 7/30/2013 1:00:47 PM Inspector: JCW
o20130730120720.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: No flow leaving apron - no sample collected.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:Slight Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-1253b
City of Oshkosh
o20130730121336.JPG
Outfall Notes:
Detention basin discharges to stream from north via
grassy area.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
HDPE
Diameter (in): 18
Height/Depth (in):
Width (in):
Not Physically Located Easting: 794,894
Northing: 458,182
Longitude: -88.53079
Latitude: 43.97642
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Johnson Ave
Inspection Date: 7/30/2013 1:07:34 PM Inspector: JCW
o20130730121342.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Pipe dry at time of inspection.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-1387
City of Oshkosh
o20130730122354.JPG
Outfall Notes:
Cherry Park Ct storm sewer discharges to stream
from south.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
HDPE
Diameter (in): 36
Height/Depth (in):
Width (in):
Not Physically Located Easting: 795,119
Northing: 458,039
Longitude: -88.52994
Latitude: 43.97603
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Johnson Ave
Inspection Date: 7/30/2013 1:20:10 PM Inspector: JCW
o20130730122410.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 14-1387 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):8
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Moderate Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-1387 US1
City of Oshkosh
o20130730122942.JPG
Outfall Notes:
Upstream manhole located approx 257 ft S of outfall
14-1387. Intermediate area consists of street right-
of-way and residential property.
Location MapMinor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 795,145
Northing: 457,786
Longitude: -88.52984
Latitude: 43.97534
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
14-1388
Johnson Ave
Inspection Date: 7/30/2013 1:26:33 PM Inspector: JCW
o20130730122952.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Flowline damp but no collectable flow at time
of inspection. Animal feces on pipe crown.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 14-1515
City of Oshkosh
o20130717124108.JPG
Outfall Notes:
Waukau Ave storm sewer discharges to railroad
right-of-way from west.
Location MapMinor Outfall
Discharge Location:
Adjacent Municipality
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
CMP
Diameter (in): 24
Height/Depth (in):
Width (in):
Not Physically Located Easting: 792,532
Northing: 459,923
Longitude: -88.53977
Latitude: 43.98120
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Gallups/Merritts Creek
Inspection Date: 7/17/2013 1:35:29 PM Inspector: JCW
o20130717124114.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Pipe dry at time of inspection. Significant
corrosion of pipe.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:Moderate
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-1348
City of Oshkosh
o20130702085424.JPG
Outfall Notes:
Storm sewer discharges to Winnebago County
Community Park from west.
Location MapMajor Outfall
Discharge Location:
Adjacent Municipality
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 36
Height/Depth (in):
Width (in):
Not Physically Located Easting: 792,990
Northing: 493,049
Longitude: -88.53809
Latitude: 44.07206
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
East Snell Rd
Inspection Date: 7/2/2013 9:51:09 AM Inspector: JCW
o20130702085452.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 15-1348 US1 and
US2.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):18
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-1348
City of Oshkosh
Inspection Date: 9/2/2009 Inspector: JCW
Osh09_DSCN6311.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor:
Color:
Turbidity:
Floatables:
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Significant grass clippings in outfall pipe.
units
Temperature (field):--° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):16
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Potential
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-1348 US1
City of Oshkosh
o20130702080038.JPG
Outfall Notes:
Upstream curb inlet located approx 209 ft WSW of
outfall 15-1348. Intermediate area consists of
residential property.
Location MapMajor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Inlet/Catchbasin
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 792,809
Northing: 492,948
Longitude: -88.53878
Latitude: 44.07179
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
15-1586
East Snell Rd
Inspection Date: 7/2/2013 8:59:18 AM Inspector: JCW
o20130702080052.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, slight flow
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130702-02
Time Collected 08:56
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.95
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: First upstream manhole not located.
units
Temperature (field):71 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):2
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Flow
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):894 µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-1348 US1
City of Oshkosh
Inspection Date: 9/2/2009 Inspector: JCW
Osh09_DSCN6329.JPG
Previous Rainfall (hrs): 72+
Flow Description: Trickle
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 090902-05
Time Collected 10:50
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.98
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):72 ° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):0
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:Flow
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-1348 US2
City of Oshkosh
o20130702081142.JPG
Outfall Notes:
Upstream curb inlet located approx 220 ft NW of
outfall 15-1348. Intermediate area consists of
residential property.
Location MapMajor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Inlet/Catchbasin
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 792,824
Northing: 493,193
Longitude: -88.53872
Latitude: 44.07246
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
East Snell Rd
Inspection Date: 7/2/2013 9:08:59 AM Inspector: JCW
o20130702081154.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, slight flow
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130702-18
Time Collected 09:06
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.88
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: First upstream manhole not located.
units
Temperature (field):69 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):3
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1050 µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-1348 US2
City of Oshkosh
Inspection Date: 9/2/2009 Inspector: JCW
Osh09_DSCN6315.JPG
Previous Rainfall (hrs): 72+
Flow Description: Trickle
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 090902-10
Time Collected 11:00
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.67
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Grass clippings in manhole and surrounding
curb.
units
Temperature (field):72 ° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):0
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:Flow
Illicit Discharge Potential:Potential
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-1702
City of Oshkosh
o20130702082622.JPG
Outfall Notes:
Jacktar Rd storm sewer discharges to vacant
property from north.
Location MapMinor Outfall
Discharge Location:
Downstream Outfall
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
HDPE
Diameter (in): 18
Height/Depth (in):
Width (in):
Not Physically Located Easting: 792,475
Northing: 496,387
Longitude: -88.54005
Latitude: 44.08122
County Coordinates: Latitude/Longitude:Mapping Precison:
Desktop mapping estimate
Dimensions
City ID:
Drainage Basin:
N/A
East Snell Rd
Inspection Date: 7/2/2013 9:25:13 AM Inspector: JCW
o20130702082630.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall not located -covered with yard
waste. Screened upstream at 15-1702 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-1702 US1
City of Oshkosh
o20130702083212.JPG
Outfall Notes:
Upstream curb inlet located approx 165 ft N of
outfall 15-1702. Intermediate area consists of
multifamily residdential property.
Location MapMinor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Inlet/Catchbasin
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 792,489
Northing: 496,552
Longitude: -88.54000
Latitude: 44.08167
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
15-1702
East Shell Rd
Inspection Date: 7/2/2013 9:26:59 AM Inspector: JCW
o20130702083224.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: Easily detected
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: 2-3" of wet sediment and vegetative debris.
No sample collected.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Minor
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):2
Depth (in):2
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Severe Litter Debris Sediment Other
Non-illicit:Moderate Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-1734
City of Oshkosh
o20130716060136.JPG
Outfall Notes:
Shambeau Dr storm sewer discharges to channel
from west.
Location MapMinor Outfall
Discharge Location:
Downstream Outfall
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
CMP
Diameter (in): 18
Height/Depth (in):
Width (in):
Not Physically Located Easting: 798,495
Northing: 498,018
Longitude: -88.51714
Latitude: 44.08570
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Sunnyview Rd North
Inspection Date: 7/16/2013 6:55:40 AM Inspector: JCW
o20130716060142.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Minor
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):1
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-1746
City of Oshkosh
o20130716064250.JPG
Outfall Notes:
Zacher Dr storm sewer discharges to channel from
south. Location approximate - no GPS signal in
canopy
Location MapMinor Outfall
Discharge Location:
Downstream Outfall
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 15
Height/Depth (in):
Width (in):
Not Physically Located Easting: 799,925
Northing: 497,876
Longitude: -88.51170
Latitude: 44.08531
County Coordinates: Latitude/Longitude:Mapping Precison:
Desktop mapping estimate
Dimensions
City ID:
Drainage Basin:
N/A
Sunnyview Rd North
Inspection Date: 7/16/2013 7:37:30 AM Inspector: JCW
o20130716064300.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 15-1746 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Minor
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):2
Depth (in):12
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-1746 US1
City of Oshkosh
o20130716064758.JPG
Outfall Notes:
Upstream curb inlet located approx 167 ft SSW of
outfall 15-1746. Intermediate area consists of
residential lot and wetlands in street right-of-way.
Location MapMinor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Inlet/Catchbasin
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 799,828
Northing: 497,740
Longitude: -88.51207
Latitude: 44.08494
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
15-1744
Sunnyview Rd North
Inspection Date: 7/16/2013 7:42:44 AM Inspector: JCW
o20130716064804.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130716-16
Time Collected 07:45
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.29
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):71 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):5
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1139 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-1749
City of Oshkosh
o20130716061550.JPG
Outfall Notes:
Island Estates Ct curb inlets discharge to swale
from south.
Location MapMinor Outfall
Discharge Location:
Adjacent Municipality
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 15
Height/Depth (in):
Width (in):
Not Physically Located Easting: 799,675
Northing: 497,429
Longitude: -88.51265
Latitude: 44.08408
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Sunnyview Rd North
Inspection Date: 7/16/2013 7:08:52 AM Inspector: JCW
o20130716061556.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened at 15-1749 US1. Stone/riprap in
end of pipe.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):14
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-1749 US1
City of Oshkosh
o20130716061752.JPG
Outfall Notes:
Upstream curb inlet located approx 19 ft SW of
outfall 15-1749. Intermediate area consists of street
right-of-way.
Location MapMinor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Inlet/Catchbasin
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 799,662
Northing: 497,416
Longitude: -88.51270
Latitude: 44.08405
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
15-1749
Sunnyview Rd North
Inspection Date: 7/16/2013 7:12:27 AM Inspector: JCW
o20130716061800.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130716-40
Time Collected 07:15
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.28
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):71 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):12
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1385 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-1806
City of Oshkosh
o20130905091004.JPG
Outfall Notes:
Jackson St storm sewer discharges to stream from
south.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 24
Height/Depth (in):
Width (in):
Not Physically Located Easting: 791,764
Northing: 487,387
Longitude: -88.54274
Latitude: 44.05653
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Fernau Ave
Inspection Date: 9/5/2013 10:06:52 AM Inspector: JCW
o20130905091014.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 15-1806 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Minor
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):1
Depth (in):3
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-1806 US1
City of Oshkosh
o20130905085950.JPG
Outfall Notes:
Upstream manhole located approx 28 ft W of outfall
15-1806. Intermediate area consists of street right-
of-way.
Location MapMinor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Other
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 791,738
Northing: 487,378
Longitude: -88.54284
Latitude: 44.05651
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
15-1806
Fernau Ave
Inspection Date: 9/5/2013 9:56:09 AM Inspector: JCW
o20130905090002.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Manhole dry at time of inspection.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-1807
City of Oshkosh
o20130905091444.JPG
Outfall Notes:
Jackson St storm sewer discharges to stream from
north. Dimensions approximate due to deposition.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 24
Height/Depth (in):
Width (in):
Not Physically Located Easting: 791,765
Northing: 487,411
Longitude: -88.54273
Latitude: 44.05660
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Fernau Ave
Inspection Date: 9/5/2013 10:10:16 AM Inspector: JCW
o20130905091450.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall screened upstream at 15-1807 US1
due to deposition.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Severe
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):15
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-1807 US1
City of Oshkosh
o20130905085526.JPG
Outfall Notes:
Upstream manhole located approx 31 ft WNW of
outfall 15-1807. Intermediate area consists of street
right-of-way.
Location MapMinor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 791,736
Northing: 487,423
Longitude: -88.54284
Latitude: 44.05663
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
15-1807
Fernau Ave
Inspection Date: 9/5/2013 9:52:07 AM Inspector: JCW
o20130905085542.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Sediment in bottom of manhole. No
collectable flow.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Moderate
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):3
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-1856
City of Oshkosh
o20130905095104.JPG
Outfall Notes:
Jackson St storm sewer discharges to stream from
south.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 24
Height/Depth (in):
Width (in):
Not Physically Located Easting: 791,759
Northing: 488,882
Longitude: -88.54276
Latitude: 44.06063
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Fernau Ave
Inspection Date: 9/5/2013 10:48:08 AM Inspector: JCW
o20130905095140.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 15-1856 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Moderate
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):5
Depth (in):7
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Moderate Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-1856 US1
City of Oshkosh
o20130905094002.JPG
Outfall Notes:
Upstream manhole located approx 38 ft WSW of
outfall 15-1856. Intermediate area consists of street
right-of-way.
Location MapMinor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 791,725
Northing: 488,864
Longitude: -88.54289
Latitude: 44.06058
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
15-1856
Fernau Ave
Inspection Date: 9/5/2013 10:33:28 AM Inspector: JCW
o20130905094012.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130905-20
Time Collected 10:32
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.86
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):71 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Minor
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):1
Depth (in):4
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):1 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1256 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-1889
City of Oshkosh
o20130905094742.JPG
Outfall Notes:
Jackson St storm sewer discharges to stream from
north.
Location MapMajor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Elliptical
Material:
RCP
Diameter (in):
Height/Depth (in): 29
Width (in): 45
Not Physically Located Easting: 791,759
Northing: 488,900
Longitude: -88.54276
Latitude: 44.06068
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Fernau Ave
Inspection Date: 9/5/2013 10:41:23 AM Inspector: JCW
o20130905094800.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 15-1889 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):10
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Moderate Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-1889
City of Oshkosh
Inspection Date: 9/2/2009 Inspector: JCW
Osh09_DSCN6385.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, slight flow
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 090902-10L
Time Collected 15:05
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.31
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):74 ° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):7
Depth (in):11
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-1889 US1
City of Oshkosh
o20130905093528.JPG
Outfall Notes:
Upstream manhole located approx 34 ft WNW of
outfall 15-1889. Intermediate area consists of street
right-of-way.
Location MapMajor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 791,727
Northing: 488,913
Longitude: -88.54288
Latitude: 44.06072
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
15-1889
Fernau Ave
Inspection Date: 9/5/2013 10:26:45 AM Inspector: JCW
o20130905093540.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130905-70
Time Collected 10:26
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.75
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):71 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):7
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1256 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-1891
City of Oshkosh
o20130716081518.JPG
Outfall Notes:
Parkview Ct storm sewer discharges to north ditch
of Snell Rd from west.
Location MapMinor Outfall
Discharge Location:
Downstream Outfall
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 12
Height/Depth (in):
Width (in):
Not Physically Located Easting: 792,216
Northing: 491,742
Longitude: -88.54103
Latitude: 44.06848
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
East Snell Rd
Inspection Date: 7/16/2013 9:11:33 AM Inspector: JCW
o20130716081522.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 15-1891 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:Minor
Deposition:Severe
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):7
Depth (in):7
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-1891 US1
City of Oshkosh
o20130716082022.JPG
Outfall Notes:
Upstream curb inlet located approx 66 ft W of outfall
15-1891. Intermediate area consists of street right-
of-way.
Location MapMinor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Inlet/Catchbasin
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 792,151
Northing: 491,755
Longitude: -88.54128
Latitude: 44.06851
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
15-1891
East Snell Rd
Inspection Date: 7/16/2013 9:14:01 AM Inspector: JCW
o20130716082028.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: Faint
Color: None
Turbidity: None
Floatables: None
Sample ID: 130716-48
Time Collected 09:15
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.24
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):79 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Minor
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):2
Depth (in):8
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Moderate Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):1 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:Moderate Litter Debris Sediment Other
Non-illicit:Moderate Natural Suds/FoamNatural Sheen
Conductivity (field):289 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-1903
City of Oshkosh
o20130702094124.JPG
Outfall Notes:
Parkview Ct storm sewer discharges to north ditch
of Snell Road from west.
Location MapMinor Outfall
Discharge Location:
Adjacent Municipality
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 18
Height/Depth (in):
Width (in):
Not Physically Located Easting: 793,795
Northing: 491,770
Longitude: -88.53502
Latitude: 44.06856
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
East Snell Rd
Inspection Date: 7/2/2013 10:35:06 AM Inspector: JCW
o20130702094142.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 15-1903 US2.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Severe
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):6
Depth (in):14
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Moderate Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-1903 US2
City of Oshkosh
Outfall Notes:
Upstream curb inlet located approx 222 ft W of
outfall 15-1903. Intermediate area consists of street
right-of-way.
Location MapMinor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Inlet/Catchbasin
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 793,573
Northing: 491,788
Longitude: -88.53586
Latitude: 44.06861
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
15-1902
East Snell Rd
Inspection Date: 7/2/2013 10:42:03 AM Inspector: JCW Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: Faint
Color: None
Turbidity: None
Floatables: None
Sample ID: 130702-32
Time Collected 10:40
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.91
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):73 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):8
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:Slight Natural Suds/FoamNatural Sheen
Conductivity (field):1061 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-2295
City of Oshkosh
o20130716071838.JPG
Outfall Notes:
CTH A curb inlets discharge to stream via swale on
east side of road.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 12
Height/Depth (in):
Width (in):
Not Physically Located Easting: 795,668
Northing: 491,184
Longitude: -88.52789
Latitude: 44.06695
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
East Snell Rd
Inspection Date: 7/16/2013 8:10:37 AM Inspector: JCW
o20130716071846.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Apron wet, but no collectable flow from pipe
at time of inspection.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-2297
City of Oshkosh
o20130905101540.JPG
Outfall Notes:
CTH A storm sewer discharges to swale on east
side of road. (Formerly A25)
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 24
Height/Depth (in):
Width (in):
Not Physically Located Easting: 795,667
Northing: 491,318
Longitude: -88.52790
Latitude: 44.06732
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
East Snell Rd
Inspection Date: 9/5/2013 11:09:14 AM Inspector: JCW
o20130905101552.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 15-2297 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):5
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-2297 US1
City of Oshkosh
o20130905102910.JPG
Outfall Notes:
Upstream manhole located approx 203 ft WNW of
outfall 15-2297. Intermediate area consists of
highway right-of-way.
Location MapMinor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Other
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 795,634
Northing: 491,519
Longitude: -88.52802
Latitude: 44.06787
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
15-2297
East Snell Rd
Inspection Date: 9/5/2013 11:25:49 AM Inspector: JCW
o20130905102920.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Flowline damp, but no collectable flow at
time of inspection.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-2477
City of Oshkosh
o20130716074026.JPG
Outfall Notes:
Sherman Road storm sewer discharges to Asylum
Bay from north.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Elliptical
Material:
RCP
Diameter (in):
Height/Depth (in): 43
Width (in): 68
Not Physically Located Easting: 797,297
Northing: 490,793
Longitude: -88.52170
Latitude: 44.06588
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Sherman Rd South
Inspection Date: 7/16/2013 8:34:01 AM Inspector: JCW
o20130716074040.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at 15-2477 US2.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:Moderate
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):9
Depth (in):41
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Moderate Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 15-2477 US2
City of Oshkosh
o20130716074846.JPG
Outfall Notes:
Upstream manhole located approx 542 ft NNW of
outfall 15-2477. Intermediate area consists of
grassy field and gravel parking lot.
Location MapMinor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 797,123
Northing: 491,307
Longitude: -88.52236
Latitude: 44.06729
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
15-2478
Sherman Rd South
Inspection Date: 7/16/2013 8:46:08 AM Inspector: JCW
o20130716074908.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: Slight
Sample ID: 130716-81
Time Collected 08:48
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.07
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):80 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):18
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):437 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 16-1508
City of Oshkosh
o20130905113652.JPG
Outfall Notes:
Westfield St storm sewer discharges to stream from
south. Replaces outfall 16-487 (2011).
Location MapMajor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 54
Height/Depth (in): 44
Width (in): 72
Not Physically Located Easting: 782,760
Northing: 477,157
Longitude: -88.57695
Latitude: 44.02845
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Sawyer Creek
Inspection Date: 9/5/2013 12:32:55 PM Inspector: JCW
o20130905113702.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Significant duckweed. Outfall partially
submerged. Outfall screened upstream at
16-1508 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):28
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Moderate Green Brown
Stains:Moderate Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Moderate Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 16-1508
City of Oshkosh
Inspection Date: 9/27/2012 12:57:15 PM Inspector: JCW
o20120927115922.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Construction around outfall. Screened
upstream at 16-1508 US1.
units
Temperature (field):--° F
Inspection Type: Repeat
Graffiti:None
Damage:None
Erosion:None
Deposition:Moderate
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):9
Depth (in):15
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Potential
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Inspection Date: 5/30/2012 1:02:54 PM Inspector: JCW
o20120530120256.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall screened
upstream at 16-1508 US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):33
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Potential
Gross Solids:Slight Litter Debris Sediment Other
Non-illicit:Slight Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 16-1508 US1
City of Oshkosh
o20130905114406.JPG
Outfall Notes:
Upstream manhole located approx 83 ft SW of
outfall 16-487. Intermediate area consists of open
space. Replaces 16-487 US1 (2011).
Location MapMajor Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Manhole
Shape:
Manhole/Catchbasin
Material:
Manhole - concrete
Diameter (in):
Height/Depth (in):
Width (in):
Not Physically Located Easting: 782,695
Northing: 477,106
Longitude: -88.57720
Latitude: 44.02831
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Sawyer Creek
Inspection Date: 9/5/2013 12:37:35 PM Inspector: JCW
o20130905114422.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130905-03
Time Collected 12:35
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.82
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: 2012 ammonia detection follow-up.
units
Temperature (field):86 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):27
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0.5 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):754 µS/cm
Page 1 of 3 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 16-1508 US1
City of Oshkosh
Inspection Date: 9/27/2012 12:51:46 PM Inspector: JCW
o20120927115358.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 120927-48
Time Collected 12:52
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.8
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Ammonia detection follow-up.
units
Temperature (field):65 ° F
Inspection Type: Repeat
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):9
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):3 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1408 µS/cm
Inspection Date: 6/6/2012 11:27:15 AM Inspector: JCW
o20120606102704.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 120606-65
Time Collected 11:25
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): --
pH (field):8.21
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Ammonia detection follow-up. Limited
screening conducted.
units
Temperature (field):72 ° F
Inspection Type: Repeat
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1088 µS/cm
Page 2 of 3 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: 16-1508 US1
City of Oshkosh
Inspection Date: 5/30/2012 1:14:06 PM Inspector: JCW
o20120530121440.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 120530-97
Time Collected 13:15
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):7.9
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):64 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):29
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):1 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Potential
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):1097 µS/cm
Page 3 of 3 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: EdgePond1out
City of Oshkosh
o20130716111222.JPG
Outfall Notes:
Three outlet pipes for detention basin discharge to
grassy wetland area.
Location MapMinor Outfall
Discharge Location:
W ater of the State
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Elliptical
Material:
RCP
Diameter (in):
Height/Depth (in): 14
Width (in): 24
Not Physically Located Easting: 779,453
Northing: 492,642
Longitude: -88.58959
Latitude: 44.07092
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Edgewood Lane
Inspection Date: 7/16/2013 12:05:35 PM Inspector: JCW
o20130716111232.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130716-28
Time Collected 12:19
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.18
Phenol:--
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: No upstream screening location - sample
collected from outfall pool.
units
Temperature (field):82 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):4
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Severe Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):780 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: EdgePond2in
City of Oshkosh
o20130716113306.JPG
Outfall Notes:
Edgewood Ln ditches discharge to SW corner of
detention basin through culvert.
Location MapSupplemental Outfall
Discharge Location:
Non-MS4 Stormwater Facility
Structure Type:
Pond Inlet
Shape:
Pipe - Circular
Material:
HDPE
Diameter (in): 18
Height/Depth (in):
Width (in):
Not Physically Located Easting: 777,700
Northing: 492,579
Longitude: -88.59626
Latitude: 44.07074
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Edgewood Lane
Inspection Date: 7/16/2013 12:26:51 PM Inspector: JCW
o20130716113324.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: Severe
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Outfall partially submerged. Outfall
screened upstream at EdgePond2in US1.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):1
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: EdgePond2in US
City of Oshkosh
o20130716113558.JPG
Outfall Notes:
Upstream end of Edgewood Lane culvert that
discharges to detention basin.
Location MapSupplemental Outfall - Alternate Location
Discharge Location:
Downstream Outfall
Structure Type:
Other
Shape:
Pipe - Circular
Material:
HDPE
Diameter (in): 18
Height/Depth (in):
Width (in):
Not Physically Located Easting: 777,649
Northing: 492,562
Longitude: -88.59645
Latitude: 44.07069
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Edgewood Lane
Inspection Date: 7/16/2013 12:30:11 PM Inspector: JCW
o20130716113606.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes: Upstream end of pipe dry at time of
inspection.
units
Temperature (field):--° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: FernauPond
City of Oshkosh
o20130702061548.JPG
Outfall Notes:
Detention basin discharges to stream from north via
riprap channel.
Location MapMajor Outfall
Discharge Location:
Downstream Outfall
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
PVC
Diameter (in): 18
Height/Depth (in):
Width (in):
Not Physically Located Easting: 788,533
Northing: 487,298
Longitude: -88.55503
Latitude: 44.05628
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Fernau Ave
Inspection Date: 7/2/2013 7:12:18 AM Inspector: JCW
o20130702061552.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, slight flow
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130702-93
Time Collected 07:12
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):9.2
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: Sample collected from submerged flow.
units
Temperature (field):72 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):3
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:None Green Brown
Stains:None Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Flow
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):449 µS/cm
Page 1 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: FernauPond
City of Oshkosh
Inspection Date: 9/2/2009 Inspector: JCW
Osh09_DSCN6298.JPG
Previous Rainfall (hrs): 72+
Flow Description: None
Odor:
Color:
Turbidity:
Floatables:
Sample ID:
Time Collected
Total Chlorine (field): --
Free Chlorine (field): --
Total Copper (field): --
pH (field):--
Phenol:--
Detergents:--
ppm
ppm
ppm
mg/L
mg/L
Notes:
units
Temperature (field):--° F
Inspection Type: Initial
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):0
Depth (in):0
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:Inhibited Excessive
Benthic Growth:Slight Green Brown
Stains:Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):--ppm
Sampling Results
Physical Condition Assessment
Submerged:None
Sample Location:
Illicit Discharge Potential:Unlikely
Gross Solids:Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):--µS/cm
Page 2 of 2 rptOutfallDetailsChecked by: BDW 11/29/2013
Outfall ID: OakwoodPondO
City of Oshkosh
o20130730085028.JPG
Outfall Notes:
Detention basin discharges to railroad right-of-way
via grass swale.
Location MapMajor Outfall
Discharge Location:
Adjacent Municipality
Structure Type:
Closed Pipe Outfall
Shape:
Pipe - Circular
Material:
RCP
Diameter (in): 18
Height/Depth (in):
Width (in):
Not Physically Located Easting: 775,247
Northing: 462,909
Longitude: -88.60544
Latitude: 43.98934
County Coordinates: Latitude/Longitude:Mapping Precison:
Mapping GPS
Dimensions
City ID:
Drainage Basin:
N/A
Sawyer Creek
Inspection Date: 7/30/2013 9:47:56 AM Inspector: JCW
o20130730085048.JPG
Previous Rainfall (hrs): 72+
Flow Description: Submerged, indeterminate
Odor: None
Color: None
Turbidity: None
Floatables: None
Sample ID: 130730-74
Time Collected 09:46
Total Chlorine (field): 0
Free Chlorine (field): 0
Total Copper (field): 0
pH (field):8.46
Phenol:0
Detergents:0
ppm
ppm
ppm
mg/L
mg/L
Notes: No upstream screening point - sample
collected from outfall pool.
units
Temperature (field):72 ° F
Inspection Type: Ongoing
Graffiti:None
Damage:None
Erosion:None
Deposition:None
Displacement
Corrosion
Undercut
Cracks/Structural Damage
Crushed
Field Follow-up Office Follow-up
Depth (in):
Depth (in):5
Petrol. Sheen Suds Sewage Algae Other
ChlorinePetroleumMusty
Fishy
Sewage
SulfurVOC/Solvent Fragrant
Other
Vegetation:None Inhibited Excessive
Benthic Growth:Moderate Green Brown
Stains:Slight Flow Line
Paint
Oil
Corrosion
Rust Stains
Other
Ammonia (field):0 ppm
Sampling Results
Physical Condition Assessment
Submerged:Partially
Sample Location:Pool
Illicit Discharge Potential:Unlikely
Gross Solids:None Litter Debris Sediment Other
Non-illicit:None Natural Suds/FoamNatural Sheen
Conductivity (field):804 µS/cm
Page 1 of 1 rptOutfallDetailsChecked by: BDW 11/29/2013
Appendix C
Outfall Condition Summary Maps
C-1 Outfalls with Potential Illicit Discharges
C-2 Outfalls with Damage
C-3 Outfalls with Deposition
C-4 Outfalls with Erosion
C-5 Outfalls with Graffiti
C:\SyncFolders\IDDE_GIS\IDDEpot_Oshkosh.mxd
PROJECT NO.N2029B13
FIGURE NO.C-1
SCALE:1 " = 5,047 'Project Manager:BDWProject Engineer:JCWDrawn By:JCWChecked By:BDW
2013 IDDE ONGOING SCREENING PROGRAM
CITY OF OSHKOSHWINNEBAGO COUNTY, WISCONSIN
OUTFALLS WITH POTENTIALILLICIT DISCHARGESONE SYSTEMS DRIVEAPPLETON, WI 54914 PHONE (920) 735-6900FAX (920) 830-6100 Date:12/3/2013
Illicit Discharge Potential
Potential
Obvious
C:\SyncFolders\IDDE_GIS\Damage_Oshkosh.mxd
PROJECT NO.N2029B13
FIGURE NO.C-2
SCALE:1 " = 7,000 'Project Manager:BDWProject Engineer:JCWDrawn By:JCWChecked By:BDW
2013 IDDE ONGOING SCREENING PROGRAM
CITY OF OSHKOSHWINNEBAGO COUNTY, WISCONSIN
OUTFALLS WITH DAMAGE
ONE SYSTEMS DRIVEAPPLETON, WI 54914 PHONE (920) 735-6900FAX (920) 830-6100 Date:12/5/2013
Damage Severity
Minor
Moderate
Severe
C:\SyncFolders\IDDE_GIS\Deposition_Oshkosh.mxd
PROJECT NO.N2029B13
FIGURE NO.C-3
SCALE:1 " = 7,000 'Project Manager:BDWProject Engineer:JCWDrawn By:JCWChecked By:BDW
2013 IDDE ONGOING SCREENING PROGRAM
CITY OF OSHKOSHWINNEBAGO COUNTY, WISCONSIN
OUTFALLS WITH DEPOSITION
ONE SYSTEMS DRIVEAPPLETON, WI 54914 PHONE (920) 735-6900FAX (920) 830-6100 Date:12/3/2013
Deposition Severity
Minor
Moderate
Severe
C:\SyncFolders\IDDE_GIS\Erosion_Oshkosh.mxd
PROJECT NO.N2029B13
FIGURE NO.C-4
SCALE:1 " = 7,000 'Project Manager:BDWProject Engineer:JCWDrawn By:JCWChecked By:BDW
2013 IDDE ONGOING SCREENING PROGRAM
CITY OF OSHKOSHWINNEBAGO COUNTY, WISCONSIN
OUTFALLS WITH EROSION
ONE SYSTEMS DRIVEAPPLETON, WI 54914 PHONE (920) 735-6900FAX (920) 830-6100 Date:12/3/2013
Erosion Severity
Minor
Moderate
Severe
C:\SyncFolders\IDDE_GIS\Graffiti_Oshkosh.mxd
PROJECT NO.N2029B13
FIGURE NO.C-5
SCALE:1 " = 7,000 'Project Manager:BDWProject Engineer:JCWDrawn By:JCWChecked By:BDW
2013 IDDE ONGOING SCREENING PROGRAM
CITY OF OSHKOSHWINNEBAGO COUNTY, WISCONSIN
OUTFALLS WITH GRAFFITI
ONE SYSTEMS DRIVEAPPLETON, WI 54914 PHONE (920) 735-6900FAX (920) 830-6100 Date:12/3/2013
Graffiti Severity
Minor
Moderate
Severe
Appendix D
Illicit Discharge Investigation Reports
D-1 Upstream Manholes with Significant Floatable Debris
D-2 02-184 (Legion Place) Investigation
D-3 12-1692 (Wood Duck Court) Investigation
D-4 13-1758 (Washburn Street) Investigation
APPENDIX D-1
Upstream Manholes with Significant Floatable Debris
C:\SyncFolders\IDDE_GIS\Floatables_Oshkosh.mxd
PROJECT NO.N2029B13
FIGURE NO.D-1
SCALE:1 " = 5,047 'Project Manager:BDWProject Engineer:JCWDrawn By:JCWChecked By:BDW
2013 IDDE ONGOING SCREENING PROGRAM
CITY OF OSHKOSHWINNEBAGO COUNTY, WISCONSIN
MANHOLES WITH FLOATABLEGROSS SOLIDSONE SYSTEMS DRIVEAPPLETON, WI 54914 PHONE (920) 735-6900FAX (920) 830-6100 Date:12/5/2013
Gross Solids Severity
Minor
Moderate
Severe
APPENDIX D-2
02-184 (Legion Place) Investigation
1
Jason Weis
From:Brian Wayner
Sent:Friday, September 06, 2013 11:52 AM
To:jrabe@ci.oshkosh.wi.us
Cc:Jason Weis
Subject:Oshkosh IDDE
Attachments:13-1716.pdf; Legion.pdf
James,
Jason and I finished up the outfall inspections yesterday. Samples from two of the re-inspections (detections from the
previous year) indicated detergent in the stormwater.
The manhole upstream from the pond (13-1716 attachment) had a high detergent detection. We didn’t observe water
coming from pipe from the carwash. The sample was taken from the water below/adjacent to the carwash pipe
discharge. Based on previous inspection work, we assume the detergent came from the carwash even though there was
no flow coming from the carwash at the time the sample was collected.
We also had a high detergent detection from a sample collected from the manhole (121206-72) in Legion Place (Legion
attachment). There were no notable suds in the lake (this inspection area originated from a lake resident contact last
year). The sample collected from the manhole also had a strong septic odor. Our understanding is the storm line in
Legion was abandoned, which makes the observed detergent detection and septic odor difficult to explain.
Please note, the attached maps are from last year’s inspections. I included them for reference. Jason and I should be in
the office on Monday if you want to discuss these finding further.
Have a great weekend!
Brian D. Wayner, P.E.
Environmental Manager
OMNNI Associates, Inc.
One N. Systems Drive, Appleton, WI 54914-1654
800.571.6677, 920.830.6141 (D), 920.830.6100 (F)
bwayner@omnni.com
This email is subject to OMNNI Associates, Inc. Electronic File Disclaimer.
For full disclaimer see http://www.omnni.com/legal/OMNNI_Email_Disclaimer.pdf
North of outfall
South of outfall02-184
02-357
02-32202-327
02-326
02-346 02-348
02-349
02-297
02-100 02-321 02-322
02-296
02-289
02-183
02-184
02-185
02-101
02-357
LE
G
I
O
N
P
L
LA
M
P
E
R
T
S
T
WINNEBAGO AVE
RAHR AVE
121206-10
121206-09
121206-04
121206-72
C:\SyncFolders\IDDE_GIS\_Oshkosh\Legion.mxd
PROJECT NO.N2029B12
FIGURE NO.A-1
SCALE:1 " = 100 'Project Manager: BDWProject Engineer: JCWDrawn By: JCWChecked By: BDW
OSHKOSH 2012 IDDE ONGOING SCREENING
CITY OF OSHKOSHWINNEBAGO COUNTY, WISCONSIN
OUTFALL 02-184 (LEGION PL)INVESTIGATION (12/6/2012)ONE SYSTEMS DRIVEAPPLETON, WI 54914 PHONE (920) 735-6900FAX (920) 830-6100 Date: 12/6/2012
0 100 200Feet
Sample Location Ammonia (ppm)Detergent (mg/L)Conductivity (uS/cm)121206-72 Manhole 3-6 0.2 1091121206-10 Near outfall 0.50 0 429121206-09 North of outfall 0.25 0 N/A121206-04 Control 0.25 0 420
Parcels
Drainage Basins
Storm Sewer
Storm Manhole
Outfalls
Minor Outfall
Minor Outfall - Alternate Location
12/6/2012 Samples
12/6/2012 Samples
APPENDIX D-3
12-1692 (Wood Duck Court) Investigation
1
Jason Weis
From:Jason Weis
Sent:Wednesday, July 17, 2013 4:05 PM
To:James Rabe (jrabe@ci.oshkosh.wi.us)
Cc:Brian Wayner
Subject:Detergent investigation for outfall 12-1692 (Wood Duck Ct)
Attachments:WoodDuckCt.pdf; 12-1692 US1 071613.JPG; Puddle Wood Duck Court 071713.JPG;
IMGP8807.JPG
James:
While conducting the ongoing screening for outfall 12-1692 (Wood Duck Ct) on Tuesday (7/16), the outfall could not be
located due to the thick algae mat on the detention basin. As a result, the screening was conducted at the first
upstream manhole (MH 12-1692), located near the center of Wood Duck Ct. The detergent test for the sample that was
collected from the submerged pool showed a detergent concentration greater than 1.3 mg/L, which is the upper limit
for quantifying the concentration with the color wheel.
The various inlets and manholes within the drainage basin for the outfall were sampled again today (7/17). All of the
manholes and inlets were at least partially submerged. Upon arrival, a puddle was observed at the end of the driveway
for 3855 Wood Duck Court. (No puddles were observed during the 7/16 screening.) No detergent was detected in any of
the samples from the manholes or inlets. However, the sample from the puddle had a detergent concentration greater
than 1.3 mg/L, similar to the 7/16 manhole sample.
Based on the results, it seems likely that the detergent that was detected in the manhole on 7/16 was from the surface
runoff from a washing operation by a property owner, possibly washing a car, boat, garbage can, driveway, etc. It did
not appear to be entering the system from a pipe, including the 6” PVC pipe inside the inlet by 2355 Shore Preserve
Drive. (A sample was collected as the sump pump was discharging.) As such, the source of the detergent would likely be
allowed under the MS4 permit.
The City may want to send educational materials about runoff from residential car washing to the residents in the
drainage basin. Additionally, since the detention basin was covered with a thick mat of algae, additional information
about fertilizer runoff could be helpful.
Unless you determine otherwise, we will consider this investigation closed. In the summary report, we will likely
recommend screening this outfall again next year, just to verify that there is not an ongoing issue. If there is anything
else that you would like us to do with this outfall, please let me know.
Jason Weis, P.E., CPESC
GIS Manager / Municipal Project Manager
OMNNI Associates, Inc.
(920) 735-6900
(920) 830-6100 FAX
jason.weis@omnni.com
Not detected
Not detected
Not detected
Not detected
Not detected
Not detected6" PVC (private) from SE
Not located
Not detected
7/16: >1.3 mg/L7/17: Not detected
Puddle: >1.3 mg/LLawn irrigation system
WO
O
D
D
U
C
K
C
T
SHOREPRESER
VEDR
C:\SyncFolders\IDDE_GIS\_Oshkosh\WoodDuckLane.mxd
PROJECT NO.N2029B13
FIGURE NO.12-1692
SCALE:1 " = 50 'Project Manager:BDWProject Engineer:JCWDrawn By:JCWChecked By:BDW
2013 IDDE ONGOING SCREENING PROGRAM
CITY OF OSHKOSHWINNEBAGO COUNTY, WISCONSIN
OUTFALL 12-1692 DETERGENT7/17/2013 INVESTIGATIONONE SYSTEMS DRIVEAPPLETON, WI 54914 PHONE (920) 735-6900FAX (920) 830-6100 Date:12/5/2013
0 50 100Feet
Parcels
Storm Sewer
Storm Sewer Manholes
Storm Sewer Inlets
APPENDIX D-4
13-1758 (Washburn Street) Investigation
1
S. Washburn Street Oil Investigation
December 12, 2012
Background
On December 11, 2012, a survey crew for the City of Oshkosh was working along S. Washburn Street,
south of STH 44. While surveying storm sewer manhole 13-1743 on the south side of Washburn Street,
they encountered an oily substance in the manhole. The manhole had approximately 0.6 feet of water
trapped in it, with the oily substance floating on the water surface. The oil coated the survey rod with
an opaque black film (Figure 1).
Figure 1 – Oil on survey rod from storm manhole 13-1743
The survey crew notified the City’s Illicit Discharge Coordinator (James Rabe) and continued to trace the
discharge downstream toward MS4 outfall 13-1758, where the storm sewer discharges to the USH 41
right-of-way. All of the downstream manholes contained oil, as well as the pool at the end of the
outfall.
Mr. Rabe contacted OMNNI Associates, Inc. (OMNNI) on the afternoon of December 11 and requested
that OMNNI assist with tracing of the discharge and possible identification of the source. OMNNI
conducts the outfall inspections for the City’s Illicit Discharge Detection and Elimination (IDDE) program,
has traced previous illicit discharges in the City.
Investigation
Jason Weis (OMNNI) met the two surveyors from the city at the site of the discharge at 8:00 am on
December 12, 2012. The survey crew provided a brief history of their encounter, as well as the general
layout of the storm sewer network in the area.
2
The drainage basin that discharges to this outfall is relatively small – less than 20 acres. It consists of
storm sewer inlets in STH 44 that extend approximately 400 feet in both directions from Washburn
Street, as well as the storm sewer inlets in Washburn Street for the first 1200 feet south of STH 44. The
Washburn Street storm sewer also collects flow from a drainage swale south of Washburn Street,
between Quent’s Service Center and the former Chief Equipment property on the south side of
Washburn Street, and from a private detention basin located in front of the multi-tenant retail building
located on the north side of Washburn Street.
The investigation began by inspecting the various manholes in the storm sewer network to identify the
extent of the oil contamination. An oil sheen and petroleum odor was observed at the pipe at the end
of the drainage swale south of Quent’s Service Center. The flow was traced upstream through the
drainage swale for approximately 20 feet, at which point no additional surface flow was observed.
Figure 2 – Oil sheen at the end of the drainage swale
A private storm sewer is located in the west parking lot of Quent’s Service Center. This storm sewer
discharges to the drainage swale from the north. The outfall pipe was located, and was partially blocked
by sediment and vegetation. A shallow pool of water was trapped at the end of the pipe. A sample was
collected from this pool, and no sheen or odor was observed.
Figure 3 – Private storm sewer outfall in swale
3
The upstream manholes in the private storm sewer were opened and inspected. Two manholes and one
catchbasin were inspected, and were found to be either dry or have minimal pooling with no sheen. No
odors or stains were observed in any of the private manholes or catchbasins south of Quent’s Service
Center.
The branch of storm sewer along STH 44 south of Washburn Street was inspected. Based on the survey
crew’s activities on December 11, it was known that this branch entered manhole 13-1724 above the
water level in the manhole. Manhole 13-2584 was inspected, and no sheen or stains were observed. A
petroleum odor was present, but it was determined that this was likely venting from downstream
manholes. Based on the observations in manhole 13-2584, it was determined that the discharge was
not coming from this branch of the storm sewer.
Figure 4 – Clean flow in manhole 13-2584
The branch on Washburn Street was investigated next. The manhole on the upstream end (13-1754)
was inspected and found to be dry with no petroleum stains or odor. The next manhole (13-1749) was
slightly submerged, and the flow appeared to be heading to the west (downstream). The flow entering
from the east appeared to have a slight sheen, but did not have the dark, oily appearance that was
observed at the end of the drainage swale.
Figure 5 – No flow in manhole 13-1754
4
Figure 6 – Slight sheen in manhole 13-1749
The pond in front of the multi-tenant retail building on the north side of Washburn Street was inspected
next. The building houses three tenants: 2nd Wind Exercise Equipment, Skiers Outlet and Golfers Outlet.
The front parking lot for this building sheet flows into the detention pond. One PVC pipe was located on
the north side of the pond, which appears to come from inside the building (i.e., roof drains). No
catchbasins, inlets, or other private storm sewer were identified on the property.
Figure 7 – Detention pond inlet pipe
An oil sheen was observed on the surface of the detention pond. Near the inlet pipe, the sheen
appeared to consist of clear oil droplets. Near the pond’s outlet pipe, near manhole/inlet 13-1743, the
oil sheen was more opaque. The pond is likely designed to discharge to the storm sewer in Washburn
Street. However, due to the partially-submerged condition at the outfall and the backed-up water in the
storm sewer, the pond surface was at the same level as the storm sewer flow, and the water was free to
flow between the storm sewer and the pond based on wind and other influences on flow.
5
Figure 8 – Detention pond outlet pipe
The junction of the detention pond and drainage swale with the storm sewer is located at manhole/inlet
13-1743. This inlet was inspected, and the opaque oil sheen observed in the drainage ditch was also
observed in this inlet. No obvious source of the oil was identified, but there appeared to be a slight flow
to the west (downstream).
Figure 9 – Detention pond outlet pipe connection to manhole 13-1743
Figure 10 – Drainage swale pipe connection to manhole 13-1743
6
A water sample was collected from this manhole. The water was ten inches deep, with an opaque film
on the surface. The oily substance coated the sample pole and sample bottle. A strong petroleum odor
was present.
Figure 11 – Sample collected from manhole 13-1743
The remaining manholes between manhole 13-1743 and the outfall were inspected, and the oily
substance was observed in each manhole. The inspection at manhole 13-1724 confirmed that the flow
entering from the southwest branch did not contain oil.
Figure 12 – Pipe from southwest branch entering manhole 13-1724 above the water level
Outfall 13-1758 was located in the USH 41 right-of-way, south of the southbound on-ramp. The outfall
pipe was approximately 90% submerged. The pool at the end of the outfall pipe had a brown-black
opaque sheen with a strong petroleum odor, similar to the upstream manholes.
7
Figure 13 – Pool at end of outfall 13-1758
After leaving the outfall, the flow traveled northeast approximately 50 feet through a grass swale. A
sheen was observed on this flow. The flow then entered a concrete culvert that traveled under STH 44
and discharged on the north side of STH 44. A dark sheen was observed on both the upstream and
downstream ends of this culvert.
Figure 14 – Sheen on pool in upstream end of STH 44 culvert
Figure 15 – Sheen on pool in downstream end of STH 44 culvert
8
The stains on the downstream culvert apron showed that the oil level had once been 4 to 5 inches
higher than the present level.
After leaving the STH 44 culvert, the flow traveled north along the USH 41 off-ramp ditch. The flow was
traced for approximately 45 feet past the end of the culvert, at which point no surface flow was visible.
The survey crew placed a pair of lath at the estimated downstream extent of the flow.
Figure 16 – Downstream extent of oil sheen
Based on the observations in the upstream manholes, the most likely source for the oil appeared to be
the drainage swale south of Quent’s Service Center. Starting at the downstream end of the swale, the
surface flow was traced back up through the grass in the swale. Approximately 20 feet upstream from
the end of the swale, the surface flow appeared to intensify from the north side of the swale. A metal
fence post was located, which sometimes marks the location of a pipe. The area around the fence post
was probed with a shovel, and a 4-inch PVC pipe was located. The pipe appeared to come from Quent’s
Service Center. When the area around the end of the pipe was cleared with the shovel, the pipe
appeared to discharge the oily substance, which quickly flooded the area and submerged the pipe.
Based on the appearance of the discharge and the strong odor that was present with the new discharge,
this 4-inch PVC was identified as a probable source. The location of the pipe was marked with a lath,
and the Illicit Discharge Coordinator was informed of the discovery.
9
Figure 17 – 4-inch PVC pipe from Quent’s Service Center (submerged)
OMNNI left the site at approximately 12:15 pm.
Mr. Rabe investigated the site during the afternoon of December 12, 2012. Due to the severity of the
contamination, he contacted the Fire Chief and asked to have the Hazardous Materials Response team
deploy oil containment booms in the area. The Fire Chief spoke with the owner of Quent’s Service
Center, who identified the PVC pipe as their sump pump discharge line. After investigating the inside of
the building, oil was observed on the surface of the sump pit. The Fire Department will follow up with
Quent’s Service Center on December 13.
Private outfall(no sheen or odor)
4" PVC pipeFlow with sheenStrong petroleum odor
Outfall 13-1758Sheen on outfall pool
USH 41 culvertSheen on upstream pool
USH 41 culvertSheen on downstream pool
Private detention basinSheen on surface
Approximate exentof flow / oil sheen
No oil or stainsin SW pipe
Quent'sServiceCenter
Chief Equipment(vacant)
Kwik Trip
2nd Wind
Skiers Outlet
Golfers Outlet
Park & Ride
Ideal Crane Rental
13-1747
13-1754
13-1775
13-1777
13-1781
13-1743
13-1749
PRIVATE MH
13-2593
13-2590
13-2584
13-1742
13-2579
13-1758
13-2566
PRIVATEINLET
S WASHBURN ST
STH 4
4
C:\SyncFolders\IDDE_GIS\_Oshkosh\Washburn\Investigation.mxd
PROJECT NO.N2029B12
FIGURE NO.A-1
SCALE:1 " = 100 'Project Manager: BDWProject Engineer: JCWDrawn By: JCWChecked By: BDW
2012 IDDE ONGOING SCREENING PROGRAM
CITY OF OSHKOSHWINNEBAGO COUNTY, WISCONSIN
WASHBURN ST OIL INVESTIGATION12/12/2012ONE SYSTEMS DRIVEAPPLETON, WI 54914 PHONE (920) 735-6900FAX (920) 830-6100 Date: 12/12/2012
0 100 200Feet
Parcels
Storm Sewer
Storm Manhole
Storm Inlet
Oil Severity
Moderate (clear sheen)
Severe (dark sheen)