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OJHKOJH
City of Oshkosh
Inspection Services
215 Church Ave., PO Box 1130
Oshkosh, WI 54902-1130
(920) 236-5052 (920) 236-5184 FAX
ON THE WATER
July 10, 2006
Berndt Excavating, Inc.
2430 Waukau Ave.
Oshkosh, WI 54904
Ref: Plumbing Plan Approval:
O.A.S.D. Concession Stand (exterior laterals)
438 N Westfield St., Oshkosh, WI
Plan ID# File-203-0706-P
Dear Sirs,
Examination of the plumbing plans and specifications for this project has been completed. In
accord with Chapter 145, Wisconsin Statute, and COMM 81 through 85, Wisconsin
Administrative Code, the plumbing plans and specifications are approved contingent upon
compliance with the stipulation(s) noted below.
1. Water service pipe shall conform to one of the standards listed in Table 84.30-7.
Pipe and tubing for water services and private water mains shall have a minimum
working pressure of 150 psig. COMM 84.30
2. Sanitary building sewer pipe shall conform to one of the standards listed in Table
84.30-3. COMM 84.30
In the event installation of this plumbing system has not commenced within two years from this
date, this approval shall become void. A new application accompanied by full examination
fees shall be filed and an updated approval received before work may commence.
In granting this approval, the City of Oshkosh or its representative does not hold itself liable for
any defects in plans or specifications, plan omissions, examination oversight, construction or
any damage that may result in or after installation. The City of Oshkosh reserves the right to
order changes or additions should conditions arise making this necessary.
It shall be necessary for the installing plumber to obtain a plumbing permit from the City of
Oshkosh before proceeding with actual installation of this plumbing system or any of its parts.
Respectfully, /
/ ---/ t/- .
Paul Wolf,
Plumbing Inspector
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Lf32
NORTH WESTFiELD
51-"'.
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PLAN
SCAl. f" =: 10'-0"
NOR fH
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Fixture Listing
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Date: June 11, 2006
JUL. 0 '7 ?006
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Street: 1914 Greenbriar Tr.
Street: -;-3 --, <
jd, (" 4-'1 L if' '5'3-;" , ,
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Name: Rasmussen Plumbing Inc.
Project: west con session building
City: Oshkosh Wi. 54904
City: oshkosh
Public Use Fixtures
1 Drinking Fountain .00 .25 .25
1 Hose Bibb 1/2" diameter .00 3.00 3.00
4 Lavatory 2.00 2.00 4.00
2 Sink, kitchen and food preparation per faucet 4.00 4.00 6.00
1 Sink, service 2.00 2.00 I 3.00
2 Urinal, washdown .00 4.00 4.00
4 Water Closet, gravity type flush tank .00 12.00 i 12.00
Hot
Cold
Total
Total Water Supply Fixture Units
8.00
27.25
32.25
20.9 GaIlon per minute demand of the building. Predominatly Flush Tank
48.3 Pressure available for uniform loss. For the table use - 49.0
Maximun Allowable load for Polyethylene Alum Polyethylene PexAIPex Tubing ASTM F1281
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 21/2 3 4
Actual!. D. .5 .637 .806 1.032 0 0 0 0 0 0
Value ofC 150 150 150 150 150 150 150 150 150 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 4.5 7.5 12.5 20.5 0 0 0 0 0 0
Maximum FM WSFU 0 0 4.5 6.5 0 0 0 0 0 0
Maximum FT WSFU 5 9.5 17.5 32 0 0 0 0 0 0
rl" '" '-
WATER DISTRIBUTION DAT ASHEET
Date: June II, 2006
Name: Rasmussen Plumbing Inc.
Project: west consession building
Street: 1914 Greenbriar Tr.
Street:
City: Oshkosh Wi. 54904
City: oshkosh
1. 20.9 Gallon per minute buiding demand, predominatly Flush Tank.
2. 63.0 Low pressure at the Main in Street.
3. 3.9 psi loss from a 9.0 ft difference in elevation from Main in Street to the Water Meter.
4a. 7.5 psi loss from a 15.0 ft 3/4" Copper Tube Type K ASTM B88 water service from the Main in Street to the curb stop.
- Pressure loss detemlned using a C value of 150, inside diameter of. 7 45 and a velocity of 15.4 ft per sec.
4b. 2.1 psi Joss from a 50.0 ft I 1/2" PE Tubing CTS ASTM 2737 A WW A C901 water service from the curb stop to the Water Meter.
- Pressure loss detemlned using a C value of 150, inside diameter of 1.242 and a velocity of 5.5 ft per sec.
5. 6.6 psi loss from a 3/4in Meter
6. 43.0 psi of pressure available at the Water Meter. This value is entered in (B) below.
The (A) value listed below is determined by using the following formula, then rounding the result up.
A = B-(C+D+E) x 100
F
A. ~ Pressure available for uniform loss (psillOO feet of pipe).
B. ~ psi of pressure available at the Water Meter.
C. ~ Pressure needed at the controlling fixture.
D. ~ psi loss resulting from a 3.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. ----.& psi pressure loss due to a serving the controlling fixture.
F. 45.0 Ft Developed length from the 30.0 ft actual length of piping from the Water Meter to the controlling fixture.
Maximun Allowable load for Polyethylene Alum Polyethylene PexAIPex Tubing ASTM FI281
Nominal Size 1/2 5/8 3/4 I 1 1/4 I 1/2 2 21/2 3 4
Actual 1. D. .5 .637 .806 1.032 0 0 0 0 0 0
Value ofC 150 ISO 150 150 ISO 150 150 150 150 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 4.5 7.5 12.5 20.5 0 0 0 0 0 0
Maximum FM WSFU 0 0 4.5 6.5 0 0 0 0 0 0
Maximum FT WSFU 5 9.5 17.5 32 0 0 0 0 0 0
--....
APPLICATION FOR PLUMBING REVIEW
EI E
-Complete all pages-
NOTE: Personal infonnation you provide may be used for secondary
purposes [Privacy Law s. 15.04(1 )(m), Stats.]
JUL 0 7 2006
OJHKOJH
ON THE WATER
.""'"
DE:Pf~RnlliENT OF
DEVELOpMENT
General Plumbing
Inspection Services office 920-236-5049,
.~ tf'"';. .l'l
fax 920-236-5106
City ( ) Village ( ) Town of
2.
-;J..6]-070f,-P
Project/Site Narne
County
Number & Street
W ~. r') h-e
veil
c>5/+ 1< osf/
3. Mailing Information
After plans are reviewed, please: (check all that app,/Y)
_Mail plans to customer 1 , 2, 3, (circle number)' 7- Requesting party will pick up.
_ Call Customer 1, 2, 3 (circle number)'
'Refers to customer listed below
4. Complete the following customer infonnation in the boxes below.
Other, Please Specify (Customer 3)
~Y' V S 6
F~Name .iT _ LastN~ / Co~CustomerNumber
lJell~t::1.-L 1::~Cq L;1Q II'"? r ~l--J C.
Company Name j '-' ,
;Ii-} sO w. W~ v~qL? A L)> ~
Address
()c:;#Ki~S-f.f- W~ C''t?OY
City~ ) State Zi~ 4 (9 digits)
~ J.C> _ ^ 3 S--r- :5 ? S / .,-
(Are ode) Phone Number Fax Number
--
First Name Last Name Commerce Customer Number
~i
Company Name
Address
City State' Zip + 4 (9 digits)
(Area Code) Phone Number Fax Number
email address
email address
Have you submitted plans in the last year? () Yes
Owner Information (Customer 2)
Make checks payable to City of Oshkosh, Attach check here.
First Name Last Name
Commerce Customer Number
Company Name
Address
City
State
Zip + 4 (9 digits)
Total amount due (From Page 3) $~' 57 b D
Minimum Fee $60.00
(Area Code) Phone Number
Fax Number
Revenue Code 7657
email address
THIS FORM IS VALID THROUGH January 2007
56D-6154 (R. 04/2006)
1
SUBMIT ADDITIONAL PAGE 2 FOR EACH NON-IDENTICAL BUILDING OR TENANT SPACE
Indicate the total number of interior fixtures,
Including roof drains and hose bibs being submitted for this
building._
( ) Grease Interceptor
) Garage Catch Basin
) Oil Interceptor
) Car Wash Interceptor
) Sanitary Dump Station
) Chemical System (Not Eyewashes)
( ) Cross Connection Control Assembli.es in Health Care Related
Facilities to be reviewed
( ) Request to Register Cross Connection Control Assemblies in Non-
Health Care
( ) Water Reuse System -
ex erimental blackwaler
( ) Water Reuse System-
aler
(
(
) Water Reuse System - slormwaler for
Interior use
) Water Reuse System - subsurface
1m aUon
1. ( ) Interior Sanitary Drain & Vent System and Exterior Sanitary Building
Sewer
2. ( ) Interior Sanitary Drain and Vent system only.
3. Exterior Sanitary Building Sewer(s) only.
4. ) Interior Sanitary Drain and Vent system within an addition or
remodeled building.
5. ( ) Multiple exterior Sanitary Building Sewers serving the single
building, and the interior Sanitary Drain and Vent system
6. ( ) Interior Sanitary Drain and Vent System with multiple building drains
exiting the building, no exterior sanitary building sewers
1. ( ) Interior Water Distribution system and exterior Water Service
2. ( ) Interior Water Distribution system, no exterior water service
3. Exterior Water Service(s), no interior Water Distribution system
4. ) Interior Water Distribution system within an addition or remodeled
Duilding, no exterior Water Service
5. ( ) Multiple exterior Water Services serving the single building, and the
nterior Water Distribution system
3. ( ) Interior Water Distribution system with multiple services exiting the
juilding, no exterior Water Services
L_,.
Number of Grease Interceptors... _x $70.00, no additional fee
if submitted with San ita Drain & Vent
Number of Garage Catch Basins...."...,.-,.,.x$70.00, no additional
fee if submitted with San ita Drain & Vent
Number of Oillnterceptors..._x $70.00, no additional fee if
submitted with Sanita Drain & Vent
Number of Car Wash Interceptors..._x $70.00, no additional
fee if submitted with Sanita Drain & Vent
Number of Sanitary Dump Stations..._x $70.00, no additional
fee if submitted with Sanita Drain & Vent
Number of Chemical Systems..._x $70.00, no additional fee
is submitted with Sanita Drain & Vent
Number of Cross Connection Control Assemblies..._x$125
Number of Cross Connection Control Assemblies... _X$125
$120.00 minimum for each reuse system. (NOTE: Additional fees
will be charged at $601hr if review time exceeds 2 hours.)
Diameter of sanitary building sewer(s) in inches._ x $40.00
Diameter of sanitary building sewer, in inches, required to serve
the buildin . x $40 ~
Diameter of sanitary building sewer(s) in inches. x $25.00
DFU's new, added or relocated
See fee table 1 on page 4 to Convert DFU to a fee
DFU's new, added or relocated
See fee table 1 on page 4 to convert DFU to a fee
DFU's new, added or relocated
See fee table 1 on page 4 to convert DFU to a fee
Diameter of exterior water service in inches, or if serving a
combination domestic and fire sprinkler system, diameter of
interior water distribution immediately after the meter or at the
buildin control valve in inches... x $40
Diameter of interior water distribution immediately after the meter
or at the build in control valve in inches. x $40
Diameter of exterior water service in inches.. I J S x $25
GPM added or relocated
See fee table 2 on page 4 to convert GPM to a fee
GPM
See fee table 2 on page 4 to convert GPM to a fee
GPM
See fee table 2 on page 4 to convert GPM to a fee
Page Fee Subtotal
_Number of Identical buildings X above Fee Subtotal
Fee subtotal (carry to bottom of Page 3)
2
Table 1
DRAINAGE FIXTURE UNIT (DFU) FEE TABLE
DFU Pipe Fee (diameter
Diameter X $40)
1 1 1/4 $50
2-3 1 1/2 $60
4-6 2 $80
7-20 3 $120
21-160 4 $160
161-360 5 $200
361-620 6 $240
621-1400 8 $320
1401-2500 10 $400
2501-3900 12 $480
Table 2
WATER DISTRIBUTION FEE TABLE
Comm 82.36 Table 2.64-2
GPM Fee
1 to 6...................... $20.00
7 to 12...................... $30.00
13 to 21 ...................... $40.00
22 to 31...................... $50.00
32 to 46...................... $60.00
47 to 77 ...................... $80.00
78 to 119.................... $1 00.00
120 to 170.................... $120.00
171 to 298.......... $140.00
. -'
Table 3
STORM GALLONS PER MINUTE (GPM) FEE TABLES
GPM Diameter Fee (diameter X
$10/inch)
1-50 3 $30
51-115 4 $40
116-195 5 $50
196-320 6 $60
321-700 8 $80
701-1300 10 $100
1301-2200 12 $120
2201-4050 15 $150
4051-6700 18 $180
6701-9880 21 $210
9881-14700 24 $240
Table 4
STORM AREA FEE TABLE
Acres (area drained to a Fee
plumbing system)
Greater than 1 to 5 $350
Greater than 5 to 15 $400
Greater than 15 $500
43,560 sq ft = 1 acre
4
Indicate total number of exterior fixtures such
as storm drain inlets submitted with this application
Drainaoe area served by the storm plumbing system is:
(Check one and enter corresponding information)
( ) Interior storm drain system with a clearwater drain system
(If submitting interior storm Q!l]y, use the roof area to determine the
drainage area for fees.)
( ) Interior storm drain system without a clearwater drain system
(If submitting interior storm Q!l]y, use the roof area to determine the
drainage area for fees.)
A. ( ) Less than or equal to 1 acre drainage to the
plumbing system with a single discharge point
diameter at discharge point in inches X
$10/inch
Check all that apply
B. ( ) Less than or equal to 1 acre drainage to the
plumbing system with multiple discharge points
_Total GPM discharge. See table 3 on next page.
to convert GPM to a fee
( ) Storm Building Sewer
C. ( ) Greater than 1 acre drainage to the plumbing
system. Acres
See table 4 on next page to convert acres to a fee.
( ) Storm Private Interceptor Main Sewer
NOTE: Maintenance Ian submittal re uired
( ) Clearwater drain system without an interior storm drain system
$10.00/inch diameter of each clearwater drain system
Exterior Sanitary Sewer
( ) Exterior Water Service
( ) Private Water Main
Sanitary Dump Station
) Sanitary Private Interceptor Main Sewer
) Alternate Plumbing System
Number of Experimental Plumbing Systems..._ x
$500.00
(Submit to Madison Office) Number of Alternate Plumbing Systems... x
$400.00
Subtotal From Pa e 2 include subtotals from additional Pa
12. Agent Municipalities (See Comm Table 82.20 - 2 for agent plan submittals.) Cities of:
Appleton
Eau Claire
Green Bay
Greenfield
Janesville*
Kenosha
Madison
Milwaukee
Oak Creek
~sjj'~~Tf
Sheboygan
*NOTE: Plans must be submitted to aQent, unless waived by them.
3
.
OSHKOSH
ON THE WATER
Oshkosh Plan Approval Form
Job Address
438 N WESTFIELD ST
Approval Number
1700
Approval Type Plumbing
Submitter's Name BERNDT EXCAVATING
Address 2430 WAUKAU AVE
OSHKOSH WI
Plan FL-203-0706-P
54904
8986
Owner Name
OSH AREA SCHL DIST WEST HIGH
Address PO BOX 3048
OSHKOSH
WI
54903
3048
Type of Plan SANITARY SEWER AND WATER LATERALS FOR NEW CONCESSION S
Fee
$137.50
Date Received
07/07/2006
Date Approved 7/10/2006
,/