HomeMy WebLinkAbout036-1052-40-100
County: St. Croix
PRIVATE SEWAGE SYSTEM Sanitary Permit No. 600213
Wisconsin Department of Commerce INSPECTION REPORT State Plan ID No: 2993183
Safety and Building Division
(ATTACH TO PERMIT)
TION Law, s.15.04 (1)(m)i. Parcel Tax No: 1 052-40 100
GENERAL INFORMA u purposes [Privacy Township
personal information You Provide may be used for secondary P rP City Village TOWN OF STANTON
Permit Holder's Name : V v Section 7ownlRangeIM22-31.17.326B
TAMY WILLIAMS-STA Elev! BM Description ~
Insp. BM Elev. i o
CST BM Elev: ELEV ION DATA FS ELEV.
STATION ~ ~ C it _ HI ~
TANK INFORMATION CAPACITY d~
TYPE MANUFACTURER Benchmark S 16
t-`~ Lf / ✓ Jl
Septic Alt. BM
Bldg. Sewer
es+p9- n yc ~ ~ ~t . K. -r
Aeration St/Ht Inlet
Holding St/Ht Outlet
TANK SETBACK INFORLATIOBLDG. Ventto Air Intake ROAD Dt~t -,r
TANK TO P/L } Dt Bottom J
Septic <r-Li f 101,9 Header/man-
Dosing Dist. Pipe
Bot. System
Aeration
Holding Final Grade `
St Cover
PUMPISIPHON INFORMATION Demand P-TE / GPM
Manufacturer J~ v
Model Number ! - TDH Ft
System Head
Friction ~s / 1~y ! f 6 _
.
TDH Lift t61
Dia Dist. to Well .
. u
Forcemain Length~,! <y Liquid
Inside Dia.
' PI NS No. Of Pits
SOIL ABSORPTION SYSTEMth No of Trenched Manufactur
BEDITRENCH Wldth / 1117 1, " " ~y , I LEACHING
LAKE/ TREAM CHAMBER OR
DIMENSIONS t/7 PAL 41 BLDG WELL UNIT Model ber.
SETBACK SYSTEM TO
1
INFORMATION Type Of system: 7 I tr
Vent to Air intake
` I r x Hole Spacing ~
x Hole Size
DISTRIBUTION SYSTEM;
HeaderManifold Distribution
t. pipe(s) - / y L( Dia Spacings - stems Only
'7 Length x(Mulched /
y-Dias Xx Mound Or At-Grade
Seeded1sodded Yes No
Length x Pressure Systems only xx Depth of I - s IJ No
SOIL COVER Depth Over / Topsoil
Depth Over t Bed Trench Edges Inspection ! 2'
-french Depth over Center Z
etc.) Inspection #1: i
COMMENTS: (Include code discrepencies, persons present, Q/oLJ
P/6
alp
Location: 1765 210TH AVE
1.) Alt BM Description =
2.) Bldg sewer length CSrC Y , Ktl<t~-~r~Etz
li
- amount of cover = f."{. 4o
~ I -
I ^ Cert. No.
U ~V o f 7~
Plan revision Required? . 7 Yes No Ins Si t o Use other side for additional information. Date
SBD-6710 (R.3197)
i -~"~o~~ 55" rV 17 391 Cowtry S~ X61
1q a ety and Buildings Division
e i 209 W. Washington Ave-, P.Q. Box 7162 Sanitary Permit Number (to be filled in by Co.)
CEIVED Madison, Wt 53707-7962
~Q
p~ y
, '~SJ0.N~t
a,~
Permit Appli E State Trannsaacction Number
In accordance with. Code snbmiss;• - C J 1 Q11 1 1 '
is required pr; LWW Ap . Q f r ""'bmitt resit
v G ruWT5 are submitted to Proj= Address (if different than mailing address)
the Departmerlf! ery and Professional Servies. Person ,u provide may be usdd for secondary
u ores in accordance with the Priv , Law, s. 25.04(1 (m, • .acs. j
L A lication Information - please Pont Alt Information
Property Owner's Name
r 'I t Parcel n
A* W~~'IUM5 -S~A~ZA3~) Dbri~ S gnz)Ns~ 43G- ~6Sa- b- (k
Property OwneessI(M,ailmg ddress y i
• v a 1 0 ` v Property Location 1
~a . ; ~ - T S-12 VF;
City, State Govt. Lot
Zip Code j Phone Number Nr, flew e' y 7s section
(circle oone r
TL Type of Building (check all that apply) Lot # T N; R E or W
❑ 1 or 2 Family Dwelling - Number of Bedrooms Subdivision Name
Block!:
❑ Public/Commercial - Describe use
❑ City of
❑ State Owned - Describe Use CSM Number ❑ Village of 1
t 11 Town of S' U0~1~ 04
1II, 'T'ype of Permit. (Check only one box on line A. Complete line H if applicable)
New System ?(Replacement System ❑
Treatment/Holding o
„ Tank Replacement Only ❑ Other Modification to Existing System (explain)
B ❑ Permit Renewal ❑ Permit Revision 0 Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued
Before Expiration
Owner
TV. of POWTS S stem/Cam onenUDt vice: (Check all that a t
❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ Ai-Grade
Mound > 24 in- of suitable soil ❑ Mound < 24 in_ of suitable soil
❑ Bolding Tank ❑ Other Dispermi Component (explain) Pretreatmerrt Device (explain)
V_ Dis rsaUTreatment Area information:
Design flow (gpdL Design S Application Rate(gpdsf Dippers Area Re wired s
9 (fl Dippers Area Proposed (sl? System Elevation t
1
Sv lov).5 qso toy . .64611 14.7 !0-56
VL Tank (info Capacity in
oral 0 of Manufacturer
Gallons Gallons Units ° c
1 Nevi, Tanks a -isting Tanks ° U
a a~ ✓ t% CS Cl.
Septic or Holding Tani; QbV
Dosing Chamber n ~Mt~O
tot S
VLL Responsibility Statement- L the undersigned, assume responsibility for installation of the POWTS shown on the attached
Plumber's Name (Print) plans.
PI is ign MP/MPRS Number Business Phone Number
~irir ~ b~►l~e-e r i y~~ _
Plumber's Address (Street, City. State: Zip Code) O.,~/(~ I
s ~nS~U l~' 014
VM. Coun /De artment a Only
PAppmved Disapproved $etmit Feeo Date,,I~ssuued Issuing A. t Signature
~ ven Reason for ial V10 I
TA., Conditions of ADproval/Reasons for Disapproval
w
SYSTEM OWNER: ~O Fws4i.-t l 'v V, d O l 4 b~ d9 Per (fd A.
.~j~ 56A QV
fk E ck 1 ✓ t 1
1. Septic tank, effluent filter and Lt `T COyot~s
dispersal cell must be serviced-/ maintaned
as per management Ian provided b plumber.
2. All setback requirerrMfRtt4 tmw-oite gvmw irlft sysmm and submit to the Cuouty only nn {raper nut lass thin a ~r_ s t t inches;n s;re
as per applicable code/ordinances.
SBD-6398 (R_ 11/11)
i~C~;~?t~s.:Rl ~'Y'~'l'?~3 YLs~~t~t~:~9"-.i • l
~~;J. r p 1 lbw► b'( ~ p a «p 1w ar l ^e a f y U ?I u $4 0 MA
Permit
~aptt4 Tank manttftrmx l,~l Ltn 17 It1,4
Misr AW. v--hmWbr WA
Number C"T 2z Z,
` Pump tank Cepa t
NL, nber of r'~ liY reairty U."N~ i MA
Burn BI P MA
p ~ EMz', W u~ ~l NA
d irw ea !lo taverar_ret ! b b std z arar ~Q
j 7~sigr :i3vi (Pesltlr ehs2ir l d :.~1 D sllt~ p ?itnts: 9~t`di'8" 2lu'. In G A
' M MA
Stall A_PPR,;a'',~an AR92TR ctl *at E Pump 11/t.=
I~ Nei
i; Stzridard I-~ ftwnt$' T'Ivant aus?yr fLdarnty PvsrsRs* a F.*~~aa meix: Unit
Fa°~, oil & Cry tF~ al ~0 MO ~eordteFaucl Ftt~r Q Psi Filter
Q Yv z aiYt~! Ai reon ~ ` V6
i Slachermoal axvgan Den! °nd t~~lss:l ~z~t3 m13 NA
Total SVZ75 er:6a Scuds t [ ) • 'l e2 .~t:~ 0 NA
lll±arrvhY avars w a wisparsal 1M~ltisl
wr:?4tea rirt?rt tt ii rif3 %ldram,rlaad3
Clt~Yhani at ;~lrg~n xat;tzrd (BQD t mgti } 0 In Ground igravito in lrrt~rrat
tt M 14AI iii^Cwda facitf
i nt lrl: :dsd Saws t s 5; ~tg th&
.a•~ulTfii~t~ii ' NF-:Fe-mat catwcvan tigsz TaBgla mam I - . NA
'
Lt$~~ n~l"oiCt- tg r,13, 'I1I d
I~~hEr, T NP M7tCtY i
r~rac { Q YdA g 0 MA.
' O~it6r=
.,x 4,r~~~x~r$t4Y ~^v~ = °_.7z e _~Iva; 4.
~''~tUL',fi+ ~rtui.`St 1TC tSp-tOSusr _ .
cNiPt3{`•41~'`4tyllf%l~la 'tFF7~i9 lr.aEtti1.
At is9qt cmaS Vary, ar, - s
„I
tnsaect aanl ct; :a rkE~! P$
ll~til~t a>RrrtlYi~ta~i slta~igs 070, Sum . s t l~ 4 rzt tJel a tarn vr~ictms l MA
Pta'rcp ryert ecsntai + at tatYkia} 1 4 ~ t ° qt rs4 0 MA t
At t^asx Or.' au rl .
(rtspa : dis a rsat nallta} i a ~ } M MA i
At lest aM* a;esrV- . BF 5i.
C6aan r~xxitte s; fit°r p tittA
a A' i-sst enag WaVv! yq!!; t 5
c~ntrttis a ala=
~ lltt?
11sPect pUM11• , pzsrn,a Y ~d ilr tai
At. lei Once F-VarlIt { i
° Fl?..~h fw1a1'sis 3t'i~ ~~a>aYD a~9% I"•S ~1`Bk7~t~l l~ 111J1'•.
Q2Aar: AT isP9, ~srtIm PVsrV-'
M 14A t
f ~
t
~ga~va, t~era ~ a~rtl~ttra~4arss:
!il•14~41Qi'~iliF±3
inep cLRertu df artlas and d=t ~stl 's r*ad5 gay 27i Irgu3~it~u~ r~rP~3~g one of GPs (3,(58rTor, mr&
J.astar Plumhef, MAS"sr Fk,; Tjber reaxrla ad R eY} r ~34:~d i inel sRxk rl i ~Z3Fri3 ' + £t . aratrM car t$ai~~-
4t F ;~t u praun starf Cc,.
i spe'~ fires rates i7~~lr d s j~3stsai iss¢As~ esta at:~lta wsr;lt(sl to i*lerr l all, nltssfio or uctk l h
mmamiro the vex z mf acribino sliAge fM" snR~s ar d to ahectr fmr sny &Wk Zi dr fast;s c fiF: h 9>~i ~ .T t~ ~,t ltna
nllo dicp9T i Ills} she i Ewa iti3tt~ity mr gact sd tg 6h0l ki"a i fltz 1e,1613 in uh 0 ~0t4 pt
~f }i iLlfln" an li! { U 91di~a'bB~ zandln@ pf ef= l;mt, an ft, grptlfY~@ R. t78 rna lt»~i m $ rBillr3i? LSri 1i4r1 slSd Y&CitilCes CI
T~e imrrtedlak6 ra id~sati»» o; .ha 1wal ms s' authwit-Y.
VVIIsn the nrmmhin-ed scsntat wlstlon 01 sludge and snur-ri 1A ally Wlk squeals ni't ;ord. { } or m of ha i` n?r v44=, 9, The ari:tire
c=rrzents of ,:Ta .ark shati iYe reiraved by a Ggptaaa Sour iCirlg oparAT-or and d!"wd vf In a ard's>Yse mddth oh ptw NR 113:
to?isrcnain A.dm1>Sisti'at'raa ~tu3e, ; i~'"y,'r6~,4=:
Ail o hsr stet , tt=tr~Ndin.~ Mt sias Ua'A01n 4he sarvioing q), Q;iwant Mars, ma+aimrf1GPl tar :
a. i t G~rti''C"a.I TTt~ pt'naY.
units, arml any sertiIem-1t$ at i1%rv19a ras X29- m a ft, shall be prformad by
c 4}Tc- ',C nt CPS LII~°_'L7Y}( P..,t, tbnriz/ v*ltln IQ Ca rs d rmn, ~Y'i'a'fk'3t" &I v mY.%a ' -T.•
:1n u}
f~ gr?i^?j is°C)f t r;y`i ;Y? wCl! 8L~ tiD n,-RYAJ ,l1'~}
rzJr new
-.0J1strucrlon, prforTQ case a¢ the P{ WT'S check -,rep-,Merit tank(a) far the presence raf psTnt -prflch:~is_ tat zrtlter rrhrsrnfcaf3
that may impede the tree aas[tt l)rs~aESS artdlgr msEa :its disparsal call(S), if high concento'do tg am datamnd heva -1119 CiT ti~ntw
of the MIMS) removed by a !Mptagp ;astir OIng Operator Zrlar to use.
Sv'sterrr, start up shall not aaccur vvhsn soli cendMt ons era froaan at the ?niliXrs;.Iva aurPars.
Du; it (aDV3e: out«gJ?« pu np mica rosy fill above camtai high-at>ar iweia. wren power is restored the :SX ZoMa wa6taw.1t r will bo
discharged to The Wspn sa# cell(s) in one iarga doss, overloading the c?tlis) Lnd nsa~r resttfr Ln ff3& irac ~ .
effluent, 70 avoid "'Y's situation i~teve the cantatas of the pumptans removed by a Sag 147tt ~p or
91srxew~ c~?scl~args a;
power to the effluent g=p or aontatt a Plumber or POWT5 Maintainer to assis~ in mans2Lry aisaratinthe cr pump 1urnp controls to ntrolsi.,c
restore normal levels wf hfn The punip tan:c.
B t_
Do neat drive or park ire .colas over Teaks and dispersal calls, Do net drove cr /earl/ Over, or otherwisa d'gkurb or caJp_ct~ the 2raa
within 15 felt down shines Vi any mound or at-grads sill abscrptian araa.
Redu Lion or alimfiation of ire foliowirrg fra rn the oratewater sxraatn may improve the Pefflormaiaee and ordleng_tho 11,46 of tile
i'l W-118'; antiblotirs; baby wipes, cigarette butts; condoms; cotton sw,a}?s; osoraasars; r!$rt 1 flassr zliapars; dis?rtfa6totlm 'fAv
foundation drain (sump pump) ware , front znd s~eg Caftta paaingar, gasalina; arsaza; harbirides: mslat zam" u, medl6912dns; cll:
patntirg prcducts; pastlcides; sanltsrV Inapkins, Tnmproim and wa Er seftane.' brine,
*r v i%iD Ct5 MEN
',char, t.:e FOWTS f4511S arrftr Is pe, ranantly taken out of service t^s following steps Shan lie taken. to j"I ; tlJa sm, a
pr cp=_rly 2nd safely Abandoned in compliance by th Qha r Comm S3-23, wisaaonsln AdmfnlstratTva me.,
Ail piping a>a tanks and pits shall be disconnected and the abandoned pipe openings sIvaleeZ.
The contents of T!, ,n m and pin- She" be ramove.` and "UzP3riv l,(1zPzrt d af, 5)r a SeI scnv"i C.l~_ rc a"'"~=
' ftrr pz rp1-c, }:i ranks and s"IM be excavated a*„ :arnoved or their covarts ra>q zved said *he void -apaoe Med with
rii, gran i ar arttath Fner solid maaterlel.
;:std"ro~`;f two
he PO-WTS falls and canrs ti be rapairsd the following measures have bean, or miss" be taksp, to pravide a cads carnpifant
l2W21°,itiii*. systan,
Suitable r lacment area has bean evaluated and may be alined for the )acattaa of are 32~
sys-,arn. Tf+.s replanetrert area ahcuId he prone cted Tram disturbance rind complatton ana shou!d not Inft ng ~by
raquired sgtbarks from a4Wr-12 and przposad struCturs, i?at Riles Emd welts. Failum tO pact art tile, rais)scsrrrariv area Will
result ;r 1178 need far a nsw sail and site eVEluETTan Ta s_r-tabiisn a suitab:a s'o lac tnri*rx area, Replaoarnerrt sy3gtems MLS1
co:r;pf+r vu h the rules to effect at that time. p
G A su:tahle raplaoenan, arse is not available aline to aaa'tback, and/or soil lirnii 1100, 5an'Itt~ evanceaa in POINT$
tachrology a hofdlcg 'trirtk 1.tay he tnsteiled as a last resort to replace the fetled POW 8. ~
1] Tiis site has rat Kann evaluated to identify a suitable replacament area. Fdporl M;_Ture of the POW T as soli rind aIta;
evalwarl an mug-, be per°armed to Inaste a sultabla rarlacernant arm. If no replaceMent area is evellabis a -ho ding tank
may be irmtsiled as a last resort to repfeca the fafl>a>d POW T S.
D mound and at-grade sail abmrpticn systart:s may ha raconstruaa s-d to plane -"OHOwIng removal of the bfoti at as the
it*litrative Surfaca. Recdttstru*tions of such ayrtarnt; talus-, corripTy with tha rules In affect ati that-tirna.
SEPTIC, PUMP AND >DTIi~_-'R TF1EA-TM..RNT- TANKS MA.y fr"I NT- AIN e.MAL GASSES ANI IOR IMTRO NOT
riil'3ER A SEPTIC, PUMP can OTHER TUATMENT TANK UNDER ANY C1RCISW-,AN t. C-ATIR MAY ' j7j. OS-A DdE IF A
PZrj$ON FROM ' YPE i[i TEI fOR OF A T;,:lJX IMA`ir R51711F ZCULT OR IMPOSSIBLE. ~5~3E'e . 1~;S~tIS CIF A
AD 01 i 8ONAL COMM WTS
r-OWTS INSTALLER
N2mA ~+t-{ -t k
E hams
Phone i ? 1STL ll- 6112
iVama i.~~AL ~sCts~. ~ agsgs+~,'.~'H~s~t'Y
Name
Ph= l I?i2 CO^4 g 'wr rjr~ t Fhasns I J 3 /
Ir. ~~i'"~rr,••...".E iN't?: G.'"tc ~£c,' i; 1
~i, ;~r a ,a1, 4rt/iscars;x, r tads.
~c r,axstra4?ve
Technical `Specifications
PL-525 EFFLUENT FILTER (C
- 61.7 BALL CHECK
-EXCEPTS 6"SH01U
FOR IN.ET EXTENTION 157 14 35
~ ~ 11
r
i~ V:J4.-ET BUSHNG EXCEPTS
i SOb C 86'SCh 40 610
ass
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Sts
,I -I--+ 3302 ~i
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PL-525 FILTER HOUSING 183d
PART NO. - 30142-525
MATERIAL
HOUSING-POLYPROPYLENE
OUTLET BUSHING - PVC
6.5 BALL - HDPE
16
-SOCKET EXCEPTS FLOAT SWTCH i T 1
4 1D.i3
- EXCEPTS I'SCi 40 t0.64
FOR H'DLE EXIEN➢Olv
j j -
624 ~l
.,3C' OF 1,16' o" SLOTS
7. y
r
47
-
SOCKETEXCEPTS 604
1 BALL PUSHROC r-- CPBiNG - - s -
0
7.09
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p OF'ENPIG
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- ~K~ 19 02 1224: i
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POLYtOK PL-525 FILTER CARTRIDGE
PARTNO,- 30141-525
i
MATERIAL-POLYPROPYLENE
3
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DIVISION OF INDUSTRY SERVICES
10541 N RANCH RD
HAYWARD WI 54843-6462
c Contact Through Relay
F+ a~
http://dsps.wi.gov/programs/industry-services
w / www.wisconsin.gov
~~ssior +LS~r Scott Walker, Governor
Laura Gutierrez, Secretary
September 08, 2017
CUST ID No. 222904 ATTN: POWTS Inspector
JAMES W BOUMEESTER ZONING OFFICE
BOUMEESTER & SONS EXCAVATING INC ST CROIX COUNTY SPIA
1070 STATE ROAD 35 N l 101 CARMICHAEL RD
HUDSON WI 54016 HUDSON WI 54016-7708
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 09/08/2019 Identification Numbers
Transaction ID No. 2993183
SITE: Site ID No. 842278
Tammy Williams - Starzinski Please refer to both identification numbers,
1765 210TH Ave above, in all correspondence with the agency.
Town of Stanton
St Croix County
NW1/4, NE1/4, S22, T3 IN, R17W
FOR:
Object Type: POWTS Component Manual Regulated Object ID No.: 1724718
Maintenance required; Replacement system; 450 GPD Flow rate; System(s): Mound Component Manual - Ver. 2.0,
SBD -10691-P (N.01/O1, R. 10/12); Effluent Filter
C0'v.J
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes ~PP~d
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This systeiln is to be constructed
and located in accordance with the enclosed approved plans and with any component manual(s) refere &eSAFEC`~ ANA
The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance witliwo e pjVjSION OF 1
requirements.
A copy of the approved plans, specifications and this letter shall be on-site during construction aril open to fi
inspection by authorized representatives of the Department, which may include local inspectors. All permits
required by the state or the local municipality shall be obtained prior to commencement of
construction/installation/operation. SEA CORP,
In granting this approval the Division of Industry Services reserves the right to require changes or ddditions should
conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing i' this review
shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any
others who are responsible for the installation, operation or maintenance of the POWTS.
Sincerely, - Fee Required $ 250.00
r Fee Received $ 250.00
- } Balance Due $ 0.00
Edwin A Taylor
Wastewater Specialist, Divisibn- f Industry Services WiSMART code: 7633
(715)634-3484 , Monday - Friday 8:00 am To 4:30 pm
edwin.taylor@wisconsin.gov
MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
Residential Application x
INDEX AND TITLE PAGE
Project Name: Williams - Starzinski 3 bedroom residentail mound
Owner's Name: Tammy Williams - Starzinski & David Starzinski
Owner's Address: 1765 210th Ave., New Richmond, WI 54017
Site Address: Same
Legal Description: NW1/4NE1/4, Sec. 22, T.31N., R.17W.
Township: Stanton
County: St. Croix
Subdivision Name: CSM Vol. 27, Pg. 6151
Lot Number: 1 Block Number: Na
Parcel I.D. Number: 036-1052-40-100 --gALLY
Plan Transaction No.: jED IONA~, SERVICES
~F DICES
Page 1 Index and title js-~R~( SER
Page 2 Data entry
/
Page 3 Mound drawings f
Page 4 Lateral and dose tank /
Page 5 System maintenance specifications
Page 6 Management and contingency plan v NC~S
Page 7 Pump curve and specifications S
Page 8 Site Plan
Page 9 Concave Deflection Calculations
Page 10 Attached Soil Evaluation Report
Designer: Jim Boumeester License Number: 222904
Date: 08/19/17 Phone Number: (715) 386-9020
Signature:
Designed Pursuant to the
Mound Component Manual for POWTS Version 2.0 SBD-10691-P (N. 01/01, R. 11/12), and both
SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and
Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01, R. 10/12)
Version 7.0 (R. 11/12) Page 1 of 10
Mound and Pressure Distribution Component Design
Design Worksheet
Site Information
(R or C) R Residential or Commercial Design Note: Sand fill (D) calculations assume a
300.00 Estimated Wastewater Flow (gpd) Table 383-44-3 in-situ soil treatment for
1.50 Peaking Factor (e.g. 1.5 = 150%) fecal coliform of 36 inches.
450.00 Design Flow (gpd)
4.50 Site Slope
94.78 Contour Line Elevation (ft)
27.40 Depth to Limiting Factor (in)
0.60 In-situ Soil Application Rate (gpd/ft2)
Distribution Cell Information
75.00 Dispersal Cell Length Along Contour (ft) = 6.00 Cell Width (ft)
1.00 Dispersal Cell Design Loading Rate (gpd/ft2)
1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point
in the distribution I I
Pressure Disribution Information network? Enter Y or N
(C or E) E Center or End Manifold
3.00 Lateral Spacing (ft) If N above, enter the elevation (ft)
2 Number of Laterals of the highest point.
0.125 Orifice Diameter (in)
2.00 Estimated Orifice Spacing (ft) = 6.08 ft2/orifice
2.00 Forcemain Diameter (in)
40.00 Forcemain Length (ft) Does the forcemain drain back? ~Y
86.50 Pump Tank Elevation (ft) Enter Y or N
6.50 System Head (ft) x 1.3 6.52 Forcemain Drainback (gal)
8.58 Vertical Lift (ft) 67.38 5x Void Volume (gal)
0.80 Friction Loss (ft) 73.91 Minimum Dose Volume (gal)
0.00 In-line Filter Loss (ft) 30.48 System Demand (gpm)
15.88 Total Dynamic Head (ft)
Lateral Diameter Selection Manifold Diameter Selection
in. dia. options choice in. dia. options choice
0.75 1.25 x J
1.00 1.50 x x j
1.25 2.00
1.50 x x 3.00
2.00 x
3.00 x
Gallons/Inch Calculator (optional)
Treatment Tank Information 603.36 Total Tank Capacity (gal)
1000.00 Septic Tank Capacity (gal) 36.00 Total Working Liquid Depth (in)
Wieser Concrete Manufacturer 16.76 gal/in (enter result in cell B49)
Dose Tank Information Effluent Filter Information
603.36 Dose Tank Capacity (gal) PolyLok Filter Manufacturer
16.76 Dose Tank Volume (gal/in) PL-525 Filter Model Number
Weiser Concrete Manufacturer
Project: Williams - Starzinski 3 bedroom residentail mound Page 2 of 10