HomeMy WebLinkAboutPrivage Water Main
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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
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ON THE WATER
January 11, 2007
C.J. Plumbing
3548 Golf Wood Dr.
Neenah, WI 54956
Ref: Plumbing Plan Approval:
Private Water Main
932 Mount Vernon St., Oshkosh, WI
Plan 10# FILE-229-0107-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. No private water main or water service may pass through or under a building to
serve another building unless the private water main or water service serves
buildings that are on the same property and a document which indicates that the
piping and distribution arrangement for the property and buildings will be re'corded
with the register of deeds no later than 90 days after installation. COMM 82.40(8)(c)
2.
2. A high hazard cross connection situation shall be considered to exist at a water
supply hose bibb, faucet, wall hydrant, sill cock or other outlet which terminates with
hose threads allowing a hose to be attached. Proper backflow protection is required.
COMM 82.41 (3)(b) 4.
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,
Paul Wolf,
Plumbing Inspector
'G'
OSHKOSH
ON THE WATER
Oshkosh Plan Approval Form
Job Address
932 MOUNT VERNON ST
Approval Number
1875
Approval Type Plumbing
Submitter's Name CJ PLUMBING-CHRIS JACKSON
Address 3548 GOLF WOOD DR
NEENAH WI 54956
Plan FL-229-0107-P
Owner Name
MICHELLE A TOBIA
Address 932 MOUNT VERNON ST
OSHKOSH
WI
54901
3854
Type of Plan PRIVATE WATER MAIN
Fee
$60.00
Date Received
01/09/2007
Date Approved 1/11/2007
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Date: January 8,2007
For: Private water main installation for hose bib in secondary building on property at 932
Mount Vernon St in Oshkosh, WI
Owner: Michelle Tobia residence
Re: Plumbing drawings to obtain permit submitted by CJ Plumbing owner Chris Jackson
(MP # 230249)
('
Material used: 1 inch crosslinked polyethylene water service piping, approved as per
COM 84.30.
Length of pipe run: 37 feet between southeast corner of house to southwest corner of
garage.
Curb-stop:installed as per COM 82.40. Approximately 12-18 inches off southeast corner
of house.
Depth: water line is down approximately 4 feet 6 inches from finished grade to prevent
freezing, as per COM 82.30
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MP # 230249
WATER DISTRIBUTION DATASHEET
Date: January 8, 2007
Name: CJ Plumbing
Project: Michelle Tobias
Street: 3548 Golfwood Dr
Street: 932 Mt Veroon
City: Neenah Wi
City: Oshkosh Wi
I. 9.2 Gallon per minute buiding demand, predominatly Flush Tame
2. 55.0 Low pressure at the Main in Street.
3. .9 psi loss from a 2.0 ft difference in elevation from Main in Street to the Water Meter.
4a. 7.0 psi loss from a 75.0 ft 3/4" Schedule 40 Galvanized Steel ASTM A53 water service from the Main in Street to the Water Meter.
- Pressure loss detemined using a C value of 125 , inside diameter of .824 and a velocity of 5.5 ft per sec.
4b.~ No 2nd part water lateral.
5. 3.2 psi loss from a 5/8in Meter
6. 44.0 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 (psi/lOO feet of pipe).
B. 44.0 psi of pressure available at the Water Meter.
c. ~ Pressure needed at the controlling fixture. 1st floor tub shower valve
D. ~ psi loss resulting from a 15.0 ft difference in elevation from the Water Meter to the cOl)trolling fixture.
E. .0 psi pressure loss due to a serving the controlling fixture.
F. 60.0 Ft Developed length from the 40.0 ft actual length of piping from the Water Meter to the controlling fixture.
Maximun Allowable load for Galvanized Steel Pipe. Sch 40, ASTM A53
Nominal Size 1/2 5/8 3/4 1 11/4 1 1/2 2 21/2 3 4
Actual I. D. .622 0 .824 1.049 1.38 1.61 2.067 2.469 3.068 4.026
Value ofC 125 125 125 125 125 125 125 125 125 125
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 7.5 0 13 21.5 37 50 83 119 184 317
Maximum FM WSFU 0 0 4.5 7 24 49 163 358 809 1966
Maximum FT WSFU 9.5 0 18.5 33 77 131 293 471 837 1966
Dec. 12. 2006 8:25AM
inspection services
No. 0282 P. 1
~',...
APPUCAnON FOR PWIIDlNG REVIEW
Y,".'
oCampleta .........
,.OTE: PeraoRBf infiJnnation you pnMde may be used fur &eCO/ldary
purposes [Princy law s. t 5.04[t)(m). SIlIts.J
ON THE ",lATER
General Plumbing
Inspection services offlte 920-23fJ.5049. fax 920-236-5106
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1. ProJect lnfonnatlon- FIn In all known ~
projectlSite NtlI1Ie M\chp/lLRJ TDbla..
Number & Stnt8t l1oz. M~ Vfyr\U)"\ Sf-
c~_l}J \ V\~CL~O
/+-c1l'i ( ) V1~ ( )Towno1 (] h lLnstn
3. MaDfng Information A~ file RJYfewed. pfease: (-=fIecldthatQPfyJ
_ ~ CustonlIIJ' 1. l. S (an:r.1lIIR1beIY .... pIBmIlD ~2. 3, (c:tdB lIUIl1Ilm)" .:.-. RBquwliIllI pIItt,,_up,.
"Rsl8nIlD -'-1I11l811 ~
4. Complete the following customer lnfomIaIIon in tile bcDces below.
J)C5Iper IId'orma1i_ ~1}(f.... de nui,ed -Jllu) OIH'.~~ \QooM-.:n
~J....rr5 JAeJ.Jp^ ..1.J a)-lf 9 Fil!I Name C:--~~
N_ I.-.NIPne Cclmalal:cc-NlmIbcr LIa..
L-r P /v/V\.b fA] c.payN_
CompaJty N.-'
-3 Sty GCllf l.Jaod Dr.
A4cIn:a& AMat
,A )ee.~ C-J:::L 5 <tq)b
Cn,!, SlID Zip + 4(9 oUs/IS) cq $1ac . Zip+4(lllficila)
9.xJ -J.-rr {"79tJ ",
(hueode) NIlmba FaNomllu (AraCole)"'-~ !'Ix NiiIIbcr
CJ1llllI addras ..a......
Ib~ )'OIUIMiIlcdplau ia tB_,.t () Y. ~N6
p",aer IaI'u18fillIl (CtIsflnIIcr 2) Male c:hedcs payable to City.r Oshkosh, Attach cheek here.
--L"1} t: hel/~ 7:0,6 ;~
Find: N_ ...."-e c-ea.-Nambct'
/7Ie-N1' ~v.J^ f..r
~yN.....
7J'J- /VTf. ver /I~!\ .>.-f .
,.ddrcU
.rJ~A I<QJ~ (, /I/..:C .-y fJol Total.....t due (F1'ODl Page3) S /0. eft)
City Sl* Zip~4~~)
Miaimum Fee $tiO.DO
(AlOlI Code) l'Ilmu: ~w &I; N\lmllor
Revell.e Code 7657
_11ddrcu
nus fORMlS VAIJD THllOUGH ~"' 2C07
SEl0.8154 [R. 0412008)
p, 1/1
Indicate ale Ind runIIw of _nor fIldunIs,
Includidf roof chIfts ..... bon .... llefng submiaetf farlbie
bulldlng._
( ) Grease Interceptor
) Garage CatcI'I BasIn
) Oillnleratptor
) CarWash Int8rc:epb
) Sanitary Dump Station
Number' ~ Cross co.llleGfoll ConInIIAIIisembIet... _X$125
$121UIO mfrIinum 1br each..... &ytilem. (NOTE: AddfIionalfHs
will bI= c:haIged ill S60Ihr I ravlaw1be...... 21lou1s.)
2. ( ) Interior 8:!Inftaty DraIn .nd Vent sysf8nr only.
3. ( ) EXterior SalIba" BuIJdJnt Sewer(s) only.
;,. ( ) In ita" DraIn and Veftt system wiIIlIn an Nditlol'l ar
remOdeled buDding.
lJameterofSWllary buldillg --ca) In fncheL_x $40.00
aameter of sanItaiy buIcfing _. lit irIGhes, requiIecf to serve
fie 1Iuifd' .
DlamefermsanllaJybuiding sewer{s) In ~xS25.00
DF\r$ new, acfded armlaca1ed
See fee tabfe 1 Oft pege4 fDconverf DRI to a fee
DFU's new, added tilt t8fgcated
See fee t:!IIlIe 1 an page'" to convert DFU fD. fee
DRrs new. acJded or reIocatBd
See fee fIIbIe 1 Oft page.. tv c:anvezt DFU III a fee
5. ( ) Mu_ MterioJ anitaty uNdin. SeWeIS serving the sfnOle .
~ullCling. and IfIe iIteriDr SanlCilry Dl'IIIn and Ventsystem
3. ( ) Interior SanIWy DrafJI and Vent ~ Will muIUpIG builcing draIna
~xitlng the building, no 9feriorsanilary buIIcD10 HWID
I 0 ( ) InterforWatIlr DistdbuIIon system ~ eJllerior""" ServIco
~. ( ) Interfor Water Dlstrfbution system, nu exteffor water service
. ( ) ExterlOfW.ter SeMte(e).1lO nteriorW8ler DIstIibution.....
. ( ) IntariorWater . ibutIoItsystem_lnanaddilionarmmodered
utldlng, no elderfof Water Service
. ( ) Mullipfe eXlOrforWacer Senrices serving 1he eing8buiJdinsj. and the
tarlor Water Distribution system
( ) I ntedor WilleT DisfrlbllliOll system "'itlt mulipfe UlVices alIIne the
Jildlng. no G:t'lerior Weter SenriCea
GPM addect ur Jefoeafed
See tee table 2 DB page 4 10 convert GPM tD a tee
GPM
See fee tIIIlI8 2 ClI' pep.. fD COIMlIt GPM 111 a fee
GPM
See fee table Z on page 4to convert GPM to a fee
.... Fee SuIIIlllfal .
_NUInIIer tJlJdentfcellHllfdlngs:lt above Fee Subtotal
Fee sWtotal (e;Iny to bottom Of Page 3)
2
, . Dec. 12. 2006 8: 27AM
inspection services
No. 0284 P. 1
Check all that 8ppIy
( ) Intertor StomI drain system with a GIeatwafer drain system
(If subrnlltitlg intBJfor $tOrm only. use the roof erea 10 detetrnine fie
drainage area for fees.)
( ) interior storm drain .,stem wilhout . clearwater drain .systeIn
(If submilffng fnterior storm.emlr. use the roof area to delermlne the
drainage area for fees.)
( ) Stonn Bulldrng Sewer
( ) Sb;mn Prlvafe.lnlen:eptor Main Sewer
( ) CJearwafer dratn ayslllm hout an interior storm drain system
(
( ) Alternate P1umbfng Syslerq (Submit to Madison Office)
s. ( ) Less than oreque' to 1 8CIe drainage to the
pbntq system with multiple c:IIseIIaI;e points
_Total GPM discharge. See table 3 on nut page.
to convert GPM to . fee
C. ( ) Greater than 1 ~ drafnage to the pfuDlbing
system. AcIes
See table 4 on next pege 10 COlMlrt acres to a fee.
NOTE:. Maintenance
NumberofExpermenteJ Plumbing Systarrl&...._ x
S5OO.00
Number of Alemefe Plumbing Syslem$... ___ x
$400.00
elude aubtotaI3 from additional'" 2s if u
Enter TotaJ Fee Here and at Bottom of First Pa e
06
12. Agent MvnllPl.,aJitiss (See Comrn Table 82.20. 2 for ~ plan submittals.) Cities of:
Apr>leton
Eall Claire
Green Bay
Oreent'lekf
Janesvflle.
Kenosha
-
MadIson
Milwaukee
Oak Creek
~
Sheboygan
-NOTE: Plans must be s..bmiUl!d to aaent. unless waived by them.
3
Dec. 12. 2006 8:29AM
inspection services
Table 1
DRAINAGE FIXTURE UNrT (DFU) FEE TABlE
DFU Pipe Fee (er_....
DIameter X $40)
1 1114 S50
2~ 1112 S80
406 2 S80
7.20 3 1120
21.160 4 $1110
161-360 5 S200
361-620 6 S2AO
621-1400 8 $320
1401.2500 10 s.oo
2501-3900 12 $480
Table 2
WATER DISTRIBUTION FEE TABlE
Comm 1$2.36 Table 2.&4-2
GPM F..
1 to 6._-....-.....__..$20.00
7 to 12....._..__....M~00
13 to 21 ...____..__... .00
22 10 31.........._....._...$50..00
32 to 48 .........---.......560.00
47 10 77......."'............$80.00
78 to 119.................... $100.00
120 to 170_........ .-..... $120..00
171 to 29800"__'" S140.00
No.'0285 P. 1
Table 3
STORM GALLoNS PER MINUTE (GPM) FEE TABLES
OPal Dialfteter F.. (diameter X
S1011nch)
1-50 3 $30
51-115 4 $;10
118-185 5 $50
185-320 6 ~
321-700 8 S80
701-1300 10 $100
~~ 12 $120
15 $150
4051-6700 18 S1eo
61Ot-te8C) 21 1210
Jl881-14700 24 $240
Table 4
STORM AREA FEE TABLE
AaM (area drained to a Fee
Gleatertltan 11D 5 $350
Gre8ler1han 5 to 15 S400
Greater 1 S500
43,560 sq ft= 1 acre
4