HomeMy WebLinkAbout032-2183-10-000
oSU S:r,Onsrr Depaemerl of Conunofce PRIVATE SEWAGE SYSTEM St. Croix
Silcly anc Bu. dir3 Divinon
INSPECTION REPORT Sanire•rPerr'INr.
A GENERAL INFORMATION (ATTACH TO PERG,111 State Par ID No 606933
I•e•soral Tlnr-,,Ii., aaii I,,,idc moy be -sec for secondary purposes IVnvaCy l.aw, s 15.14. "d'-- 31 66797
~er-it H9ccrs N'a -v Cry Vii age TpwnSPip Pawl Tax No
Preferred Properties Inc TOWN OF SOMERSET 032-2183-10-000
CS T B10 L C:. Insp B'.1 Elev BM UesCr Dban. SCC:icm'TOww RangCRtap No.
/00. yY~ r G5r 23.31.19.1558
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER l L~ CAPACITY STATION BS HI FS ELEV.
/62.91
Septic I F)L4 - bob / Henchmark 2.1 I,nip
Dosing O~ t~t~( All. BM 1~ 9t. y~`~I 9'O
Bloc. Sever
_ of ca uc k 10.2+ 2. I t7 8.31o c/°/.
Ho-.Iny-- 5trH: nlet + 1 7
J, n
TANK SETBACK INFORMATION ` LT SaEwS St:11,to \ \
TANK TO P+L V.(ELL BLDG. Ve. [ 1C Art mreke ROAD Dt Inle:
W
Scpri n rl r I Dt Bottom I G p n
Dosing 77 / 34 Heade,Wan. Jj.
67 c)V. s3
Aeialion Dist. Pipe 13
Ho':-tn Dot. System
1
PUMP/SIPHON INFORMATION F ':al Grade 48 99.83 /
Manr.racl(ror Remand St Cover
cQ 5q2 ~1o. 98
Cam GPM ~ 14
Model Number Jb
TDH Li Fricllcr Loss Systen- Head TO
~r~3 .l 3•z5 3,g
FUrcemanl Lon9bI, Dia2M Dist '.o
SOIL ABSORPTION SYSTEM
BEDiTRENCH / Le•ig:h Nc r•/•s n PIT DIM NE SIONS No. Of Piss I'$0e Uia Licuic Ceptr
DIMENSIONS f ./L ech L-
SETBACK SYSTEM TO Y r7 P;L JBBLDG WELL LAKHSrREAr•.1 LEACHING Maru'aau'er _
INFORMATION CHAMBER OR
Type O Sy iu' UNIT 6~oeC1 Nu^Oe .
DISTRIBUTION SYSTEM YVpyh J ~f
Wide, Na: ' L; ~ Dis:nou:ien r HAe Size rr x t'u c ~!ac~^(Ir Airnta<
Pelt, tt((~~ L 3
Le'g:h Dia , ZS Lengln~~ r: 3 `:pacurr. 3.5 I tI 3
SOIL COVER
x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth O';e / rPtn -t ,x J~'pet el x ;c.-Jea::odcac xx Vur.'~C
ISeC' e-cn Cerrer 73;: I n " W!ics T..psoil 1
V 1 Ye; No 'Yes 'i Nc
COMMENTS: dnclude code discrependes, persons present, elc nspection #t 5 i 3 J I~ ✓j Inspec4on #2.
Location: 209162ND ST G L ~6 yr/p Fit m 17tj 'I/
1.j A:t Std Desc otioonn = f dUl_=V- weGt
2) B.d9 sewer lenota = /t A r raDU ' z?V ' 0I ' C)Y
mount of cover = U~~1
(.DOCfII~(v 1~S19~cf1a1~ /~\\I
Plan revision Reci.i re;:? Yes No 5 IJ 3 '
Use other side fo• addi: onal information 1
rat ' u't Nu
SHD e: 19IR 3+9'j Date rnSepetor '
coa,[,34-7
Safety anc B,j;i. ngs Division
iF1S SP~,~ ~.''l OCT 17 Z~~B 2016"J.V'Jashingfon .Ave P Box io2 Sa.lueyPcrahN :LCr v:nc I:z
0 +1
1'.•tadl :m.'a., 53705_7102
k
i+ i-iiirnty F~1.~ r:, V ly~/LY I
11 c4ri loni ~
/ S ate T a sa :iu:: Numhe.
n~ n -
- ~ ermit. Applica~1~ 6 7y 7
. 'I :s. Adm Code, suhrttitsi n of t:s fo-m w the aypruyriaie gm'ertuarntal unit
=071bince with SPS 38 3 If W
a ragli¢d pna[ I c W'Imiup s.ni an' paIDi(. Note: Ayylia IJn fJrrtl- for s.at -0c•ucd 1'i71•T$ arc SUbml:l8d IC Ploject AOdr 's i,° a:ffc: Cn: tia1. L".elhn[; addfCSSi
:he Deparrmeht c f Saf-.}' and f roles: tonal Set vies, Porsouel Slats atiur you p:ociJe may be used for sccoodap' A/ ~11 C, ~ .
purpascs is axcrdancc wish the PI ivacV' Law, s. I S.GS(: J;ml, Slats - _Sl~
I Application Informa_lion Please Print All information _
pxx
Ilr)C ul sal uro T'w<c]
W~O 2cl i s /nj c I 03 P z- Z -s-
?':epcrb lChns'7s~dal/:n)g aJuhcs; roperlyl. atioa,13
a-5', Sure fip. Glide -~~`Ii-Phurlc 74::mhc: fJ LV !a, tV :i Sc'aee _Zi~
ciruc oneI
-5WLL'.014firry) 10,0 SXie zy 31 N R
11 Type of Building (check all that apply) ~"¢A1 't ° -
7 'VU /D S I div:.non sic
n :Cam: U v-1lirg - Nuar er c.l Rcd:nems J (
LYZ~ BI cC. - -'9rflr'~~ 1CIRC~s 1cu~t(
t Li 1'uhli'_~..•Irmcr.ial- Ucccnc~ lac _ t'`l+'~Q' ;:i!}• Of
i]State Owned -Drmi.. lIs- Ole (SM\mbcr Village of
:11. Type of PermuC (Check only one Lux on line A. Complete line B if applicable) -
i
Ncw S'sleca , Li Rcplarmcnt System cacnent.Tiolding Tank Replacement Only csloi;'ro~'VJous tic ❑ Kenca•W ❑ ?ennil Kcvaiirt; L Ct:wgc of U Pcmtit'I7anskr lu
Ncw
Perini: Number:ulc Dam issue.:
BCfwe L•xpifation Owner
_ 1.
IV. Type of POR" 1'S SvstemiComponenb'Device: (Check all that apply)
gun Plessur:2cC dnCrpuci 1 F r .,;un=d lu-(jround Al Grade XMound %2< c o(sui.iaie soil Mouad 24 in of s:alabic sad
lx
Holdmr'I'am: D ,)Lunt I:r cna l<cn,+un nt fexplam , i N eu auncnl lhvia (explain]
UlspersaL?nalmenl Area In (unnaOat -
I > ~Sl ! s" i i' / :>c,irr it Ap-h a:r.n R,', gpd>°I DispersalArco I;cy:acJ Lsl: / Dry r,.a: Area Pr •pv>- sCl S}st au ?Icssroa
r VL Tank Info Oapa nv m foul r. of- Muutacarcr -
Gallons Gallons ! Jos a 4 ° -
\es+Tvaks I'nels 2 g s
a
l 1 1 y
Jf C Q Fi0ldln , ]']fl
NIL Responsibility Statement- 1, the undersigned, assume responsibility for installation of the PO\V lti shown on the attached plans.
'lu~mbc ss NW Iwcl I i imnba s S+•, aturc ---1.1F'".r!SRS Nmrioa Bus:ncss Pf.onc .`:mnbcr
Plumy s .yt s Str-<4 Ca} ~ at i'.:p CGdcj rr - !5-kj I/
Vlll. C.ountvi De artmont Use Only
..~pproc,eJ D , sapvaved- ?ennil pee Date ksucJ Issuing Agent Signature - - -
p
(':veaKeas.-for l'...niW ol
i lA Conditions of Approval`Rcasuns for DisapproOval0 r /ga
F ltWtrll1
1 1[v InnN c~u.nt4rr I t
diI l,rsitc,Ilill: 11C4ll•I•_i 1 , -u'L
1 p;.r 91Br1' C^I rn! rit a d~~; I , l i
i , It It t 11, sl rie ia,l~n.,l
' - ' AnxBb ~le'rba11 cle pleas for the system and submit to it, County ooh' 00 nape: ooh Ins Ih]r. 8-1 x :1 m: my v. s::r
vi„IJIMY VI ~iev,JJ 11\I JLI'..
Vtnr[.l~l, ~T-- n tiIVl Sloe, OF INCUS`RY SFRV CFS
SAN LJIS PL ETC 1
GREEN BAY WI 54504-5211
11
P Contact Through Relay
http iidsps,ve gov(programsfindustry-services
vA40/.vasconsui.gov
SEE CORRESPONDENCE
Scott Walker, Governor
Laura Guti6rrez, Secretary
October 16. 2018
C'LST1DNo. 1330832 A7CV: POIVI'.1•Insp cror
RYAN GARY DECHEL ZONING OFFICE.
\D\VANCFD ENVIRONMENTAL LLC ST CROIX COUNTY SPIA
}?I (':1NNON VIEW DR 1101 C'ARMICHAEL RD
81--1) WING NIN 55066 HIMSON WI s4016-7708
CONDITIONAL APPROVAL
PLAN APPROV•At. EXPIRES: 1 011 612 020 Identification Numbers -
Transaction ID No. 3166797
SI 1'F.: Site ID No. 854510
Preferred Provertes LLC Please refer to both identification numbers,
^_091 (,2ND St above, in all coi:espondence- with the aL~cn CVO
Town of Somerset
St Cups County
NW L4, N W l r 4, s 2.i, T3 1 N. R 10\V
FOR:
Description Ifound Arsrem (.3 Bedrooms - Aeu, Cotmirw1inn)
Object Type. POWTS Component Manual Regulated Ohlv,1 If) No 1860_; 13
Maintenance required, 450 (;PD Flow rate: 26 in Soil minimum depth to limiline factor from on •inal rade.
System(s)' Nlound Component Manual - Ver. (1. SRI) -10691-P IN 01!01. R. 10!1^_), PreSSUle Distribution Component
Manual - V'er. 2.0, SBD-1070(,-p IN 01111, R 1012), Effluent Filter
The submittal described above has been reviewed for conformance with appli:able Wisconsin Adnunistrativc ('odes
mid Wisconsin Statutes. The submittal has been CONDITIONALLY APPRO\'I.A) This system k to be consuuctcd
rued located in accordance with the enclosed approved plans and with any component manual(s) referenced abo~ e
IE.c owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible fix compliance with all code
i c,l ui remenls.
No person may engage in or wvtk at plumbing in the state unless licensed to do so by the Department per s l 4>.(i~•.
st is
l he following conditions shall be met during construction or installation and prior to occupancy or u,,,
• Preserve dispersal area prior and duri ng construction to avoid disturbance, compaction and use of the ,t tc.
With new construction; it is recommended not to activate the pump in lire dose lank until the tanks are pumped
prior to 110111C M)C•r occupancy.
• W astewater generated from contractors cleaning of equipment and tools andoi lelr over construction
products shall not he discharged into the drains discharging to the private onsite wastewater treatment system
(POWTS). N'asle generated shall he properly disposed of on-site or of site.
Any tall grasses, leaves and shrubs shall be cut short and removed prior to filling the surface for installation to
prevent matting under the dispersal area All loose otganic material to be removed from mound area
• Divert surface water from POWTS Arca.
• Prior to construction of the dispersal arev check the moisture content of the soil to a depth of 8 inchr
Snicating and compacting of wit soil will result in reducing lire infiltrat )_cgpacity of the. soil. Proper soil
roistu a content can be detennined by_rollint; a soil sampi between the hands If it rolls into a I t inch 1\ire
the site is ttw wet to prepare If it crumbles site m'evaration can orocecd It tE • s:tc is t wc• t pi 1,11c, n,a
proceed until it dries.
All piping shall eonfonu 10 SPS fable 3&1 Sri amt "I'S l ahle 334 0
i
I as a late bu it d ing%Cwer1`Pv On'i ii lcet,,,I S I' i l Mitt
• N ell setbacks to meet chs. KR 81 1& 812
• Tank Installation to follow all manufacture's recommendations,
SPS 383.54(1 xe) The management plan for a POW TS shall specifically address the servicing mechanics of an
aerobic or anaerobic treatment tank or a holding tank where either of the following conditions exist
I The bottom of the lank is located more than 15 feet bclo_w the elevation where the servicing pad is located
2. 'rhe bottom of the tank is located more than 150 feet horizontally from where {he servicing, vad i located,
Verify properly line(s) prior to installation
Puma Floats to, be set and verified per at uroved titan. Any change ntw result in numb resiiina to meet
'IUII and GPNI Specifications.
. n i. rP...~
iti I(nc rahc[ '.;c I, r. t uhlr 'ic: it tl ; IF ,,al ,;r,-,t tl'C :I),-u.I j rnroi he ..it itI
.:r •r I ILI L^ , I A 1 r,tc' 1111 atca :n neece iu 0: n am of tl!c eboac cuuditrons arc cncuunlard, to puocidc
s.fIt k`1 irl1 1liLi r19.
Owner Responsibilities
• The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating
to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and
maintenance manual and:or owner's manual for the I'O\I described in this approval SPS 383.54(1).
• In die event this soil absorption system or any of its component parts malfunctions so as to create a health
hazard, the property owner must follow the contingency plan as described in the approved plans.
A copy of the approved plans, specifications and this letter shall be on-site during construction and open to
inspection by authorized representatives of the Department, which stay include local inspectors All permits
required b,v the state or the local municipality shall be obtained prior to commencement of
constructionJinstallation operation.
In granting this approval the Division of Industry Services reserves the right to require chances or additions should
conditions arise making them necessary for code compliance As per state slats 101 12(2). nothing in this review
shall relieve the designer or the responsibility for designing a safe building, structure, or component
Inquiries concerning this correspondence may he made to me at the telephone number listed below, or at the address
on this letterhead
The above tell addressee shall provide a copy of this letter and the POW'I S management plan to the owner and any
others who are responsible for the installation, operation or maintenance of the POW TS.
Sincerely. Pee Required $ 25000
rTiiz ~nnr~o:.v/ This Amount Will Be Invoiced.
When )'on Receivc'rhat Invoice,
1'im Vander Leest Please Include a Copy With Your
Payment Submittal.
Private Sewage Plan Reviewer , Division of Industry Services WiSMART code: 7633
(920)492-2214 . Mon- Fit, 6:00 a m. - 3:30 p.in
ti; n td❑ d Crl testa U i❑ ,
cc- Edwin A'fa0ca, Wastewater Specialist, (715) 634-3484, blon-fri, 8:00 A M - 4:30 P N1
A DVANCE
j -7
Property Qumer Preferred Properties LLC Phone Date: 10/06118
Site Address 2091 62nd ST Somerset, WI 54025
INDEX Conditionaiiy
Page: 2 Site Plan DEPT. OF SAFETY AND PRO
SERVICES
Page: 3 Management Plan DIVISION OF INDUSTRY SERN
Page: 4 Management Plan J041 z
Page: 5 System Design Summary Page: 6 Mound Design Worksheet
Page: 7 Mound Design Worksheet SEE: r!?=;r,P,-) r _
Page: 8 Mound Design Worksheet
Page: 9 Pressure Distribution Design
Page: 10 Pressure Distribution Design
Page: 11 Pump Design \\~~„urr uur,,,
Page: 12 Dose Tank y~~S C O NS
Page: 13 Tank Specifications 'D DRYANG.
Page: 14 Mound Ma
terial Estimates Page: 15 Soil Test Page: 16 Soil Test
' SE'S 1 G
Page: 17 Sail Test ' irrrriiirr
Component Manuals: SBD 10691-P Mound (N.01101; R. 10/ 12)
SBD-10706 P Pressure Distribution (N.01101: R. 1112)
Designer Signature: Date: 101612018
62nd ST
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Management Plan
~ru.t ma nag enwnf plat ~degrtos opt -I and r,-,uin!cnanr:e activities necessary to ensure tong temt performance of your septic system
Tanks that should be performed by the homeowner are:denvfiod Professional management [asks must be performed by a licensed septic
r,av,!3mer or service provider, however it is the homeowners responsibility to ensuru all tasks get accomplished in a timely manner
► Keep this Management Plan with your Septic System Owner's Guide.
► Keep copies of all pumping records, maintenance activities and repair invoices with this document.
► Review this document with your maintenance professional at each visit, discuss any changes in product use,
activities, or water-use appliances
Management Frequency
My system needs to be checked Designer Required Frequency: Check every 36 months
every 36 months. Statenocal Gov't Req Frequency: Check every 36 months
Design Parameters System Specifications
Number of Bedrooms 3 Septic Tank Manufacturer Wieser
Design Flow (gpd) 450 Septic Tank Capacity 1000
Soil Loading Rate (gpd/ft'') 0.6 Effluent Filter Manufacturer Best GF-10
Standard Effluent Quality Effluent 1 & Model
Biological Oxygen Demand (BOD) 220 mg11 Pump Tank Manufacturer Wieser
Total Suspended Solids (TSS) _ 150 mgrl Pump Tank Capacity 646
Fats, Oils. Greases (FOG) 30 mgr! Pump Manufacturer
Treated Effluent Quality & Model Per Installer
Biological Oxygen Demand (BOD) _ - mg/I_ Dispersal Cell Type Mound
Total Suspended Solids (TSS) _ - mg/1
Fats. Oils, Greases (FOG) - mgrl Pretreatment Unit Description NA
Max Effluent Particle Size in -1I8
Homeowner Management Tasks Professional Management Tasks
Check (listen, took) for leaks in toilets and dripping faucets. Effluent Screen - Check and clean per manufacturer
Irepair leaks promptly. recommendations.
Regularly check for wet orspongy soil around your soil Liquid levels - Check sludge/scubVeNluent levels in all s,v stem
treatment area Contact service provider if issues apse. tanks Recommend if tank(s) should be pumped. Pump afl
Contrail burrovang animals (gophers, groundhogs, etc.) compartments every 36 months at a minimum.
Keep bikes, vehicles, snowmobiles and other traffic off Inspect tank inlet and outlet baffles (if applicable)
treatment area. Check drainfield effluent levels (if applicable)
Rearms - Contact your service professional if any alarm Verify pump and alarm system functions (if applicable)
signals. Inspect wiring for corrosion and function (if applicable)
Lin[ Filter -check for lint buildup and clean when necessary. Clean drainfield laterals (if applicable)
if you do not have one, add one after washing machine. Check event counter/elapsed time meter and evaluate water
usage rate compared to system design flow.
nt rat r r„r ,:e , s.. a Check dissolved oxygen and effluent temperature in tank
Check for surfacing of effluent or other signs of problems.
Caps - Make sure that all caps and lids are intact and in Verify inspection pipes are capped and intact
Face. Inspect for damaged caps often. Fix or replace Provide homeowner with list of management results and any
damaged caps. action to be taken.
Septic system replacement area: Protect secondary system site from traffic, compaction, etc.
Pagc 3
MAINTENANCE INSTRUCTIONS
Inspections of tanks and dispersal cells shall be made by an appropriately licensed individual or business. Tank inspections
r-ust include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks.
measure the volume of combined sludge and scum, and to check for any backup or ponding of effluent on the ground surface.
"access openings used for service and assessment shall be sealed watertight upon completion of service activities Any
unsoundidefective access openings must be replaced immediately
The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any
ponding of effluent on the ground surface . Ponding of effluent on the ground surface may indicate a failing condition that
requires immediate attention by a licensed septic professional.
1 anks must be pumped when sludge accumulation is within 12 inches of the bottom of the outlet baffle. or whenever the scum
layer is within 3 inches of the bottom of the outlet baffle In no case shall total sludge and scum volume occupy greater than
2~)% of the tanks liquid capacity.
The effluent filter shall be cleaned as necessary to ensure proper operation. The filter should not be removed unless
provisions are made to retain solids in the tank that may slough off the filler during removal. If the filter is equipped with an
alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an
impending continuous alarm.
Pro. -treatment components shall be maintained and serviced by a licensed septic professional according to the manufacturer's
recommendations.
START-UP & OPERATION
For new construction- prior to system operation, check septictpump tanks for the presence of painting products or other
chemicals that may impede the treatment process and/or damage the dispersal cells. If high concentrations are detected,
have the contents of the tank removed by a licensed septic professional prior to use.
System start-up shall not occur when soils are frozen at the infiltrative surface.
During power outages, pump tanks may fill above normal high water levels for system utilizing pumps. When power is
restored, the excess wastewater will be discharged to the dispersal cell in one large dose potentially resulting in overloading
the cells. It may also result in backup or surface discharge of effluent. To avoid this situation, it is highly recommended to have
the contents of the pump tank removed by a licensed septic professional or have a septic professional manually dose the
system to return the pump tank to normal operating levels prior to restoring power.
Do not drive or park vehicles over any septic system components. Do not drive, park over or otherwise disturb or compact the
area within 15 feet downslope of any mound or at grade system or secondary septic system site.
CONTINGENCY PLAN
If the septic tank, or any of it's components, become defective the tank or component shall be immediately repaired or
replaced according to the original system design specifications.
If a dosing tank, pump, pump controls, alarms, or related wiring becomes defective, they shall be immediately repaired or
replaced with components of the same or equal performance.
If the soil treatment component fails to accept wastewaster or discharges wastewater to the ground surface, it shall be
repaired or replaced by; increasing basal area (if toe leakage occurs), rebuilding the component at the secondary system site,
or removing and replacing biologically clogged absorption and dispersal media and associated piping.
ABANDONEMENT
If the septic system fails and/or is permanently taken out of service. the system shall be abandoned according to approved
abandonment regulations. These include:
- All piping to tanks shall be disconnected and abandoned pipe openings sealed.
- The contents of all tanks shall be removed and disposed of by a licensed septic professional.
- Tanks shall be crushed & filled, or removed.
- A septic system abandonment notification shall be submitted to the appropriate local governmental unit,
WARNING!!
SEPTIC, PUMP, AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN.
DO NOT ENTER A SEPTIC TANK, PUMP TANK, OR OTHER TREATMENT COMPONENT UNDER ANY
CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE
DIFFICULT OR IMPOSSIBLE. ALWAYS CONSULT A LICENSED SEPTIC PROFESSIONAL BEFORE DOING ANY WORK.
Page 4
System Design Summary
Property Owner/Client: Preferred Properties I i C Parcel ID: 032QI83.10.00C
Site Address: 2091 62nd ST Somerset, W1 54025 Phone M:
DESIGN FLOW, WASTE STRENGTH, TANKS
A. Type of Wastewater: Rasidantial Treatment Level: Effluent 1
Residential Design Flow - a of Bedrooms 3 X 100 GPD x ISM - 45C GPD
Commercial Design Flow• (data/calruations attacheor LIAOSmro GPD [jna>tnn GPD
Desien Flow: 450 GPD Comments: 38R Home; No sewage ejector/grinder; No home business
S. Septic Tank(s): .Minimum Capacity - Design How X 7.088 Waite'n'ater recrtvrd by: Gravity
Gpdt- Minimum Septic Tank Capacity: 940 Gallons, in lan..s t Compartmentlsj
Designer Recommended Tank Vodel Is;: Wieser WLP10001650 MR
Effluent Filter & Alarm: [I V•: Drt, mna Effluent Filter Model: Best GF-10
C. Pump Tank Code Minimum Capacity: 497 Gallons Pomp Tank 2 iCode Minimumi: - Gallons
Designer Recommended Min. Capacity: 646 Gallons Pump Tnnk 7 0esigner Regi: Gallons
Pump 30.0 GP,M Total Head 16.1 It Pump' GPM Total Head IT
Holding Tank(s) Only U Minimum Capacity: Residentia; - 2000 ga3ons, or 5a eslima:ed eaily wastewater flow; whichCn," is greater
Minimum Code Required Capacity: Gallons, in Tanks Holding Tank High Lewitt Alarm Type:
Designer Recommended Capacity: Gallons, in Tanks
DISTRIBUTION AREA
Soil Treatment Area Type. Mound Uistnbutton Type: Pressure Distribution-Level
Benchmark 1 Elevation: 100.00 it Senchmart, Location: SEE STE PLAN
Component Manual l: SBD.1%91-P mound W.01/01; R.!0/12. DistribuUOn MCdia: ~ifrr.r'ii<m Paa (Fc c:ea >rz~v^
Cc,npunent manual 2: 580-10706-P Pressure Dnbrbaliar, fN.01101; R.10/12 1/2- 1117-APgregate
SITE EVALUATION DATA
Depth to Limning Layer: 26 2.2 it Soil Texture: Sandy Loam
Contour Elevation: 96.95 4LP: 0.60 GPD/n'
Eleval ion of Limit ing L Ayer. 94.78 Per- Rat, VPI
Minimum Required Separation: 36 in 3.0 it
`,o:P. v:IP: -LCIS na-.k Frag'nrrc. Pr esenl ho ,]4`
If yes, dezcn~ x rack a-id laver [hicknes;, dr•pra rd role nraluxvd nexvlyd Ix•r
maximum Depth of System: Mound rn SPS 191.44 and airy adddinral in!turnar it In Ins adAr+ 1 14 III" mrk Iragmen11
Measured Land Slope: 1.0 T. in this design.
SOIL ORGANIC LOADING
1. Organic Inadmg L2 STA/Pretreatment Unit - Design Flow X FsbnMed BOO in mg/I. in the eiflueml X 8.35 t 1,000,CCC
450 gpd X 220 irR11 is B.3S : i,D•X1'000 = 0.83 Ibs BOD/day'
a. Pretreatment Unit Information $if appl:caolr:: Not Applicab:e
b. Organic Loading After Pretreatment 0f applunbi<q lk.rgn Flow 800 In ma,/L in flit prorcat d effluent x 9.15: 1,000.Mm
- gPd X ng't 9.35 t 1.000,000 - Ibs BOD/day
2. Organic Loading Rote to Sall Treatment Mea i!DSlooyl ft i t Sort treelment Bortom Area ft ° Ibs/day/fl•
0.83 Ibs BOO/day a 826.4 (t' . 0.JJ1J9J4 Ibs/day/W
Comments: --Page 5
Mound Design Worksheet
SYSTEM SIZING: Parcel ID: 032-2183-iC
Design Flow: 450 GPD
Soil Loading Rate: 0.60 GPD/ft'
Depth to Limiting Condition: 2.2 ft a -
Percent Land Slope: 1
Jb" ~
Design Media Loading Rate: 1.0 GPD/ft'
DISPERSAL MEDIA SIZING
Dispersal Bed Area (A x B) - Design Flow a Design Media Loading Rate
450 GPD 1.0 GPD/ftz = 450 ft=
If a larger dispersal media area is desired, enter size: ft
'
A. Select Dispersal Bed Width (A): 10.0 ft Cent exceed to feet
Linear Loading Rate Bed Width X Design Media Loading Rate
10 ft X 1.0 GPD/ft' - 10.0 gal/ft Can exceed Table I
B. Minimum Dispersal Bed Length (B) - Dispersal Bed Area > Bed Width
450 ftt a 10.0 ft - 45.0 ft
DISTRIBUTION MEDIA: ROCK
Rock Media Depth Below Distribution Pipe
0.50 ft (Estimated material quantities found on mound Materials page)
DISTRIBUTION MEDIA: APPROVED TREATMENT PRODUCTS: CHAMBERS AND EZFLOW
I. Select Dispersal Media:
ii. Enter the Component Length: ft Width: ft Depth: ft
iii. Number of Components Per Row - Bed Length i Component Length (Round up)
ft : ft - - components per row
iv. Actual Bed Length = Number of Components per row X Component Length
- per row X ft It
v. Number of Rows = Bed Width : Component Width
ft S - ft ° - rows Adjust width so this is a whole k.
vi. Total Number of Components = Components Per Row X Number of Rows
x - - Components
i
Page 6
MOUND SIZING
D. Fill Depth Below Upslope Edge (D) _ 3 feet - Depth to Limiting Condition (6" Min.)
3.0 ft 2.2 ft = 0.8 ft Design Sand Lift (optional): in
E. Fill Depth Below Downslope Edge (E) - [Bed Width X Land Slope : 100] + -D"
10.0 ft X 1.0 r : 100 + 10.00 in 11.2 in
F. Distribution Cell Depth (F) - 8" 4 Nominal pipe size of distribution lateral 142 for approved products)
8.00 in - 1.25 in - 9.25 in 14ormnal Pipe size adjusted on Laterals sheets
G. Cover Matenal Depth at Cell Edges (G): 12.00 in Iz 6' Min.)
H. Cover Material Depth at Cell Center (H): 18.00 in i> 12' Mm.1
1. Downslope Width (1) - (E r F - G) x (horizontal gradient) x Downslope Correction Factor
2.70 ft x 3.00 x 1.03 = 8.36 ft Or ft
J. Upslope Width (J) - (D + F + G) x (horizontal gradient) x Upslope Correction Factor
2.60 ft x 3.00 ft x 0.97 ft = 7.58 ft
Downslope Correction Factor: 1.03
Upslope Correction Factor: 0.97
Endslope Horizontal Gradient: 3.00 (usually 3.0 or 4.0)
K. Endslope Width (K) - [(D - E) a 2] + F + H x Endslope Horizontal Gradient
21.20 in 2+ 9.25 in + 18.00 in c 12 x 3.0 ft = 9.5 ft
L. Mound Length (L) - Endslope Berm Width + Bed Length + Endslope Berm Width
9.5 ft 45.0 ft • 9.5 ft = 63.9 ft
W. Mound Width (W) = Dovmslope Berm Width i Bed Width + Upslope Berm Width
8.4 ft + 10.0 ft 7.6 ft = 25.9 ft
Verification of Minimum Required Basal Area
.
" Sloping Sites = B x I A - I 1 MINIMUM - 750 ft` u.a,. ~N~ Laad,aq at~i
45.0 ft X ( 10.0 ft 8.4 ft ) = 826 ft2
Level Sites - B x W MINIMUM - - ftz iMin.- GFD : Loading Rate4
" .
ft x ft - ftZ #VALUE'
Page. 7
MOUND DIMENSIONS
obs. pipes
-
K
A
W B
i
I
L
A 10.0 ft F 9.3 in J 7.6 ft
B 45.0 ft G 12.0 in K 9.5 ft
D 10.0 in H 18.0 in L 63.9 ft
E 11.2 in 1 8.4 ft W 25.9 ft
Obs. Pipes (1 /10th of B) 4.5 ft Absorption Width (A+I) 18.4 ft
DISTRIBUTION AREA CROSS-SECTION
rn Tra:.r RG 100.05
TOPSOIL
B SEED '~"n . s~_.:..r.._ ~r I,r.- rr • 97.78
LOAMY BACKFILL .L ry~
r i 1 :.I g99rogab ~ V -
D E
ASiM C135ANU 1 •
96.95 PLOW 6'- W DEEP
1% PRIOR TO Pl. ACING SAND
OBSERVATION PIPE DETAIL
Screwtype or Finished grade
slap cap
Topsoa cover
i T
a" 5CH 40 PVC pipe (1' mm)
Top of Pipe to terminate at or
ahaae finished grade y Ifs 6' slots space)
90 degrees apart
i _ Infiftrabon
(C'Iel Sudd[e
Flange
Page 8
Pressure Distribution Design
Parcel ID: 032-2183-1C
Media Bed Width: 10 ft Manifold Connection Type: End
Minimum Number of Laterals in system/zone q[IMedia Bed Width - 4) + 3] + 1) X 4 of zones (Round upl
H 10 - 4 1 ; 31 - 1 - 3 1 zone(s) = 3 laterals
Designer Selected 4 of Laterals iopounati: laterals 'can't be lees than 2 (except in at-Wades)
Min. Lateral Spacing: 3.5 ft Designer Lateral Spacing loptiooaq: ft
Min. Manifold Length: 7.0 it Designer Manifold Diameter ism rabic 5;,: 1 1/4 in
Select Orifice Spacing: 3.0 ft .2 .Max Orifice spacing, for At-g-ade5j
Select Orifice Diameter Size: 3/16 in ronfices must be z 6- S - T fr«rl cell edge)
Lateral Length = (Media Bed Length - 2 Feet) : 4 of zones
45 - 2ft 1 = 43.0 ft
Number of Orifice Spaces - Lateral Length ; Orifice Spacing (round down to the nearest whole number)
43 ft 3 ft = 14 Spaces
Orifices per Lateral - Number of Orifice Spaccs 1
14 Spaces + 1 ir 15 Orifices Per Lateral
Total Number of Orifices = Number of Orifices per Lateral x Number of Laterals
15 Orifices Per Lateral X 3 Laterals 45 Total Orifices
Recommended Orifice Density is 4-I1 ft' perorifice; can't exceed 12 ft'
Orifice Density _ Bed Area a Total Number of Orifices !Does not apply to At-Grades)
450 ft' : 45 Orifices = 10.0 it' /Orifice
Lateral Diameter (See Table 61: 1 1/4 in
Minimum Average Head: 2.5 ft
Orifice Discharge Rate: 0.66 GPM per Orifice (8a d an Table 4)
r,lrx 4r
. Rp t1V 'J'6 TIT
r - I.P Ig` O )l 1 l
AV r nV - OBi It`
AP 0 R' `J M I J.
1.bi n1\ I45
n 99r 1)f
rN 0'i ITi' IeJ
17, 1
..9a. u ,ll /011 i
Pressure Distribution Design
Lateral Discharge Rate (GPMi = Orifices per Lateral x Orifi<e Discharge Rate
Check Table 5 W make wre maximurn header length is not cra•eded,
15 Orifices Per Lateral x 0.66 GPM per orifice = 9.8 GPM per Lateral
System Flan, Rate = Total Number of Orifices X Orifice Discharge Rate
45 Orifices X 0.66 GPM Per Ot ifite 30 GPM
Distribution Piping Liquid Volume Per Foot caw,, 0.064 Gallons/ft.
Volume of Distribution Piping = [a of Laterals X Lateral Length X Liquid Volume Per Foot of Piping]
3 X 43.0 ft X 0.064 gal/ft 8.3 Gallons
Minimum Delivered Volume = Vulume of Distribution Piping X 5
8.:t Pais X 5 41.3 Gallons
PRESSURE DISTRIBUTION LATERAL LAYOUT
P 43.0 ft x 3.0 ft 5 3.5 ft
P/2 ft X/2 ft y 3/16 in
CM~aaVlWwi
N
-Y
Page 10
Pump Selection
PUMP CAPACITY (GPM) Parcel ID: 032-2183-10.00
fNstrihution Method: Pressure
If pumping to gravity enter the gallon per minute of the pump: GPM (10 45 gpm)
Minimum system flow rate: 30.0 GPM
Dosing method: Dernand Dosing Soil Treatment
TOTAL DYNAMIC HEAD (TDH)
Ltevation Difference: 12.3 it
IDErMK~ fR11~0 aM hphn=1 d1 h&Ve XOIltI 11. ...r 1.
Distribution Head loss: 3.25 ft
Additional Head Loss: ft nni..y~ini -nc,t.°1 r
6 1
IormrremDlanmeter. 7.0 m i _i
Forcenuut Length: 60 it
Forcemain FncWn Loss = Fnchon Lass in Plastic Pipe per FT of Forcemain drom Table 6:) X Po~k englh
Forcemain f nction Loss = 1.16 it
Add Equivalent Pipe Length from pump discharge to soil dispersal area discharge to carat for fitting loss if
needed. (Estimate by addirn3 25% to supply pipe length for fitlim loss if desired.
Forcemam Length X 1.25 = Equivalent Pipe length). Use 1.0 for standard Intems..
1.16 it x 1 1.16 it
Elevation Difference . Distribution Head Loss . Additional Head Loss . Fomemain Friction Loss = Total Dynan* Head (TDH)
11.30 It r 3.25 it r ft 1.16 it - 16./ It IDI1
PUMP SELECTION
pump mist be selected to deliver a minimum 30.0 GPM at a minunum 16.7 TDH
Pump Model Option 1: Goulds PE41 Pump Model Option 2: Goulds EP05
Performance Curve Performance Curve
"I ,nl Mmvs an
r -
rew ~ ~
'a GPM
Page 11
Demand Dose Pump Tank
TANK CAPACITY AND DIMENSIONS o.n ad U: 032 2193.10-CCC
Des1g, Flow 450 GP,^,
Cade Minimum Pump Tank Capacity: 491 (tat L, aiir" s henimum Capantya 646 Gat
Tank Menufact.rrer. Wieser Tank MOdeth WLP1000/650MR
Capacity from manufacturer: 646 Gallon, Important: Lase design rolculatlars ar bald cn this spectfsr
lark. Subailuling o different tank n odie ea, ,aa thepump
Gallons per inch from manufacture,: 17.0 Gallons Per Inch Roui: teris Cmlrct designer rfcharges are i.¢rsury
Liquid depth of tank from manufacturer: 78.0 ir•chr,
9LIERMINE DOSE VOLUME
Calculate Volume to Cover Pump (The inlet of the pump must be at least 4-mches from the bottom of the pump tank a 2'nches of ,•.a[rr <o,rring the pump is
recornmendech
Pump and block height , 2 inches X Tank Gallons Per Inch 'a:deia 2 b .ues r a es pump Is raveled by elnuent aunrg gx.-",,
1 10 in f 2 inches; X 17.0 Galion Per Inch - 204 <4nl(nn;
I Minimum Delivered Volume - 5 X Volume of Distributlm Piping
i Fran, Pressure Distribution worksheet) - 41 Gallons minimum doze,
Naxlmum Pumpout Volume - Design Flow x 2Ok
I
450 GPD x 20% IT 9C Gallons prnaximum dozes
Select a pumpout •aolume that meets both Minimum and Mammum: 85 Gallons
Doses Per Day - Design Flow 5 Delivered'✓olume
45C gpd 85 gal = 5 Dose, Per I:.sy
Dramback:
Diameter or Forcernaui 1 Inch":
Length of forccmam - 60 feet
Volume of Liquid Per Lineal Foot of Pipe - 0.163 Gallonsi D
Diamback - Forcemam Length X Volume of I (quid Per Lireal Foot of arx
60 it X 0.163 gal/ft - 9.8 Gallon:.
Taal Dosing Volume - Delivered Volume , Drainliack
85 gal, 9.8 gal a 95 c;au.,n•.
I.nn aeu-i Alarm Volume Depth of alarm 12 or I nchn! X gallons per -ch of tank
'J ara alarm apra ramrmonkN to p'a.n
3 in X 17.0 gal/In = 5' C Gallons naWlexe reswhq am arsaypaann grpmt
LOAT SETTINGS
Float Separation Distance for Dose:
fixal Dosing Volume - Cations Pernch r
95 gal . 17,0 gal/r,- 5.6 Inches - 1°-
Float Distance Settings (measured from bottom of tanks
Distarce to set Pump Off Float - Pump . block neigh; • 2 In: nes
10 in 2 ill _ t2.0 :aches Rese,ve(e4). 17.4 in
A 296.1
Distance to set Pump On Float - Uislsrc to Se[ Pump Of' Float Dose Separation Dstance } Alarm Depth 20.6 rs
12 In 5.6 in - 17.6 Inches I ti,:mp;M Depth 17.6 in 8 51-o
Dlztance to set :darn Float - Distance to set Puns 0 9J4O
isCn float - Aarm DeVth PU^a Off DePtn 12.0 2Page 12
TANK SPECIFICATIONS
• Minimum cover = 6 inches; Maxim rrn (-Over - 8 feel (unless specified by manufa:: t I. r Drh
• All manhole covers shall extend 4 inches above final grade
• If the tank is within 2 feet of final grade, insulate the lid to an R-Value of 10
• quick disconnect (Cam-Lock) reachable from final grade (24 inches max) regwred for purnp installations
• If forcemain will have a "1-Hook" assembly, drill a weep hole in the "hook'-
' • Building sewer: No 90's, keep 3 feel between 45's, maintain 1 inch in 8 feet (1%) slope, install cleanouts at t'Ie
building connection and every 100 feet at a minimum
Insulate hulldmg sev:er'. I le%s than / fectfrom final grade dnd under at! high truth(- areas (driveway, etc )
A It, I, I, ;..L.;..: sla~~ ~ a I 1 i i,i-i r z!.~
/ 96.00
IC/ \,1 PI Ip;F~ u
89.92 -
A1 1 6m Lxk
pa F float Trre
E% Minimum MO
M9411 Roar r b~irz,r
\.A pump ona or'
40'
86.00
A" Pump Block
WLP1000/650-MR
TANK-5P ~CIFICATIONS
A ;z
DIMENSIONS. _
46 WALL 3
BOTTOM. 3"
COVER: 5
MANn k 24- I.D PRECA'-ST CONCRETE RISER
NE2>1T-. 54 112' O.D.
LENGTH 4fi 00
.
Mori 84' OD
BELOW INLET: 43. 0.0
I'~ BAST-A Al IIII 4' CA'(r-A-SAL LIOU;O ILWL 38' u~!
-i1 l WEIGHT 14.940 LEIS.
i' IlU
»A I INLET AND OI/ILET.
0 4' CAST-A-SEAL BOOT OR EQUAL p,
GASRET, CAST-A-SEAL BOOT OR COUAL Tm R
NLET AND CUTLET BAFFLE AND FILTER-. R
IL-LR W, IIII F WISCONSN, SEE DETAIL p0
BRILE IIII (OTNER STATES SEE CHART) R
A LIQUID CAPACITY. 26.32 GAL/IN (SEPTIC)
r> - I loo OAL/IN (PUMP) W '
W
10P VIE 1y CADNC DESIGN. d O oNSATI;NATID SJIL S a
da F, i
~rt✓
6
a ! I
TANK CAN M USED AS
SEPPC/SEPnC. tif.F-r-/ I'UMI' lid
4' S :T OR SEPTIC/SIPHON
- - I / COYER. MIX DESIGN #8 SNO FIBER) W
r j JI TANK: MIX MSIGN /10 (STRUCTURAL FIBER) I~ -
-4
WSTOM1IED TANKS
OUTLL T FOR CUSTOM TAWS CONTACT WESER CONCR.' 'f
L
p 2
I I- JAL
I
'r:M1' I'AD DRAWINGS SUBMITTED
FOR APPROVAL
our LL 11 IAV1 4Ar MdNlir A::IL ItL ~ Il ME1~ lT~ r•[-L; l'r A'B'M r-'.[ F lIIP: NL A'.
Page 13
Mound Materials Estimate
--Parcel IU: 032 2183.10-01X7
A. Rock Vol Ume- (Rock Belovr Pipe . Rock to cover pipe r W dw . i X Bed Length X Bed Width = Volume Uf
( 6 3 ml • 12 X 45.0 It x 10.0 It 337.5 ft,
Divide ft' by 27 ft'/yd ' to calculate cubic yards:
337.5 ft' 27 12.5 yd'
Add 20X for commutability: 12.5 yd' X 1.7 15.0 yd.
For systems using Approved Products: Volume - Product Height X Bed Length x Bed Width
Approved Product: a of Components needed:
(See Mound Design pope for detailed summary
of components needed)
B. Sand Volume:
Volume Under Rock bed: Average Sand Depth x Bed Width x Red Length = cubic feet
0.9 It X 10.0 it X 45,0 it - 397.5 Iti
Upslope Volume: (Upslope Soul Height x Upslope width x Bed Length i - 2 - cubic feet
1( 0.8 It - 11 X T6 X 45.0 j - 2 = 142.2 It
0m,mlope Volume: (D ownslope Sand Height x Downs(ope Absorption Width x Bed Length f - 2 = cubic feet
0 0.9 ft - l) X 8,4 itx 45.0 1-2- 175.6 It
Fndslope Volume: Downslope Sand Height x 3 x Bed Width = cubic feet
1 0.9 it. I ) x 3.0 IT X 10.0 It = 280 ft'
Total Clean Sand Volume: Upslope Volume 4 Dnwrislope Volume ~ Fndslope Volume • Volume Under Bed
147.7 ft'' . 175,6 It' . 28.0 ft' 397-5
It, = 743.3 It,
Divide ItIby27ft'/yd' tocalculatecubic yards: 743,3 it = 27 - 27.5 yd`
Add 20% for commutability: 27.5 yd`X 1.2 = 31.0 yd'
C Loam Cover Material Volume:
Totcl Berm Volume (approx) : UAV9. Mound Rcight - 0.5 It topsoil) x Mound Width x Mound I.em&00 2 = cubic fast
1 3 2 - 0.5 )ft X 25.9 It X 63.9 1 2 = 2201.3 it
Total Mound Volume - Clean Sand volume -Rock Volume - cubic feet
2201.3 It, - 143.3 ft, - 337.15 IT - 11204 Iti
Divide It• by 77 ft'/yd' to calculate cubic yards: 1120.4 It , 21 41.5 yd:
Add 70R for constnictabihty: 41,5 yd' x 12 = 49.8 yd'
D. Topsoil Volume: Total MmnM Width X Total Mound length X.5 ft
25.9 It X 63.9 it X 0.5 It 829.4 it
Divide Why 27 it /yd' to calculate cubic yards: 829.4 ft' - 27 = 301 yd'
Add 2096 for constructability. 30.7 ydx 1.2 - 3(. .9 ytl'
"For rough estimation purposes only. Final material estimates should be calculated by the plurnberrinstalter"
P2ye 14
1227
AmoonsinDepartrlentofCommerce SOIL EVALUATION REPORT page 1 of 3
Division of Safety and Buildings in aeeordanee with Comm 85. Wis. Adm. Code Tom Schmitt
Attach conplete site plan on paper not less than 8% s 11 inches in size. Plan mum Caa4y St. Croix
irdude, N not knied m: vertical and IorbaAal referenda pmt (BU), diect on aro
pecan( slope, scale or amarmone, ronh anew, and location and &Wnoe to nosest mad. Parcel I.D. pp
please pint ON lnlamaNon. ' _~0..3 - R By
- - Deb ets d /
WsmariMtelion paPwde nf/1e .s 15 04 (I) (m))
.
Property Owner Property Location
Grand Peres, LP _ Cwl Lot NW 1M NW 19 S 23 T 31 NR 19 W
Property lDwnsr'a Mesiiq Address APR:) LN a - Bock s Subd. Name or CSW - -
712 RNard Streeet Suite 300 10 Gawn's Acres: First Addition- -
Ciy - - CbdokPnorwNixrY)w _f city ! Valapa IM Town Novae Road
4"7 r Somerset 62Nd St
Somerset r r r' `
d New Construction Use: d Reskowbal / Number of bedroom Coda derived design flow rata _ 450 -GPD
J Replacement _f Public or commercial! - Describe:
Parent material Outwash _ Flood plain elevation, it ep{ilcebls re-
General merss
and recommendations: Area is suitable for a mound system. System elevation is 97.80' based off of contour Me established at
96.95'- Slopes 146.
Bormp { _j Baring
d Pi Grouts Surface aim. 96.67 fl. Depth to ins N factor _ 32 --in, soli Appkato Rate
Harm Depth Domineer Color Redme DescrplM Teoae i Strud" Consalence Bourdery Rook nP
•Eflt1
1 0-10 10yr3/3 none is I tcsbk mvfr as If .7 1.6
2 10-32 1Qyr4/4 none Is 1csbk mvfr Cs 1f .7 1.6
cm 8
7 7 Se l 5 059 ml ca .7 1.6
3 3247 10yr5/4
c2d 7 ovr6x
4 47-74 i 10yr4/6 7.Syr6 2 9B 01119 ml - ~ .7 1.8
a Boring a J Boring
11001 Pit Ground Surface elev. 97.71 ft Depth to lirnbv factor - - 29 --in. Sal4psca-mn Rala~
Horizon Depth Darned Coot Kedox Desdpuon Texture struchae Coma"Ince Bouh®ry Rawls Guff'
•01111 'EfNl2
1 0-8 1Wr314 none is I lcst* mvfr as j 1f .7 1.6
2 j 8.29 _ 1Oyr4/4 none is I 0sp i ml 9w if .7 1.8
m3d 1r
3 29-70- 1l>yr5/4
6 - ---099 -~--ml .7 1.6 10), ~2 Is Effluent 81 = BOD s> 30 < 710 myL and TSS >30 < 150 mpg • Effluent 02 • BOD j i.30 mg1L and TSS <_X mok
CST Name (Plesee Print) Slgr CST Number
227429
Thomas J. Schmitt c _
_ - _ Date Evaluation Conducted Telephone tkanber
J -
Address Tom Scn 715-247-2941
1595 72nd d St New Richmond, W; 54017 420!04
Page 15
Properly owner Grand Pmpel4esr LP Parcel to 0 Page 2 of 3 _
Ban* d Pik Ground Surface elev. 96-58 R. Depth to limiting factor 26 in.
Soo ApplicaGOn Role
I on Dwlh Domeant Cola Redox Dascripbon Texture Structure Ccrsislence ; Bwx>ery Roots dF
•Ef #l •Ef #2
1Oyr3/3 none sl 2mabk mvfr as 1f .6 1.0
10yr4/4 none - Is 1rnsbk mvfr gw, - .7 1.6
7~1011-1
,2 B Is lmsbk mvh I gw I .7 1-6
1 0yr418 10~rn
4 14472 I 10yr5/4 c20 1TG2 8 grs Ogg ml -
I I ,
Boring _j I
F • J I eork+g
Pk Ground Surface ebv. R. Depth to limiting ttsetor in. Sod Applicattcn Rate
Ho m Depth Dorninertl Color Redox Desaptcr Texture Structure Consistence Barrdery Roots GPDflp
'EfOl 'ERP2
I
t. i I
i
F-I eorng
_f Pit Ground Surface elev. - R. Depth to knifing factor m. Sy pp~ton Rate
Hortm Depln Dominant Cola Room Descrpeon Texture i Structure Catstslanas Bwtdsry Roots •Efp1 'Ett/2
I I
I
i
FR1uem at = BOD z> 30 < 220 mg/L artd TSS >30 < 150 mg& ' Effluent A2 = 800, <_30 mg/L and TSS <J0 nWL
Ttk- Depamncnl o(Cornnterie is .ut tyu:d opjxMUnity service provider turd emplm2r. If rou nexd atsistanc:< to :uYtiCt u~rvice> dr
ne 11 material m an alternate foetal. plca , wntact the deoartrnent at 608-266-3151 or TT Y 608-264-8777- Faye 16
Page 3 of 3
Conducted by: Conducted for.
Schmitt Soil & Site Evaluations Name: Grand Properties, LP
Thomas J. Schmitt, CST 227429 Address: 712 Rivard St_ Suite 100
1595 72nd St. City, State, Zip: Somerset, W154027
New Richmond, W154017
PhojIle/715.247.294n1 / Subd. Nam: Gavin Is Acres, First Addition
_.../~w..•wr..~_/4/`~- Lot No. 0
1 /4,NGJ 1/4, S 23, T 31 N, R 19 W
Township of Somerset
BM EL 100.00'__ p o _
Alternate BM EL 2.65` z`sp (n 'Oi ec
Slope Contour Line El. QW, 3S'
N
Scale: 1" = 40'
Ql~
176 k l 3/ 68i
t3~ /
Q~ m uNO~s ~L ~.~-i
~EAr~sP4
96
~ sl~-
~apos4J
Read
Cto•?nd 5~)
q38
This soil report was done to fulfill a Zoning requirement. It may or may not be m s location that is
suitable for your use No permwmd lot markers were m piste When the test was conducted.
Pa ,e
w :s. n, . sl.
N Certificate of Survey for:
PREFERRED BUILDERS, INC.
2091 62nd Strcc6 Somcrscl, W'1 ,!Ov
~icF s s:•.i .~yM 3URs~~--
S66'b5'S6"E
290.30
i
1 1 ID ~ / 4
I
ot. 10
' ~ k al
E
t - )Ytl.
I
,I
0
e
Denotm EYstilw HNMont s - 1 FrAI ~ESGY2IPTON:
Dmotm 07 / trop rWfrk a.. .
■ cut 10. GAWN'S ACRES SOUTH ADDITION,
O ftm Gistm E MW, ng rrTwseprdnelmom Bo. Bo. HOUSE DETAIL St Croix CO nty, N9xgnaln
on.
'
Denotm ExNfmg L*f Polo 'PROPOSED ELEVATIONS TO BE SET BY OWNER'
Dnotm DMUMg Ss "
Denotes FWting a,rt Stap -SLAB ON GRADE'
. xac Denotes rx6fing El,No b
Omotm Proposed flewtlon q
DiiL of Drain PROPOSED BUILDING ELEVATIONS
Dnotm 09- Tap of ramdotbn Dewtbn:
Dnofm Drohage k pUtAlly l.1 Eawnnt isa Sao Elswfbl (of Eow)•
AF (pr ra U plat) )
a ofm Man Wa nummt
Dn
Bmrmgs Ylon oro owmaJ zn h NatFS:
1 a: ue e.,e
rm. no "
m'a
ec,OllDee 11
eayir SCALE rnlme la, ,epee Pwa eC Urt «vODew If
e ~9 .anew y
C«::luc:« m.el w:ry u s tlq'N.
1.f 6) } D,IMO'p eNOae O e Iu• VKtl'S D+"JOW «'IY. f'. a~ O,neny
I,. CI'G OroIM 10 De EI,MTIe4! aj
, .191
(IN I-FT, :j n. NI owYr9 fe,~~tlotim en=wrum•n ,t-
mcwae e left, o rp Mr I... .ne.e. a aJ ,aem.
Rets to A, M<l Ocillbq r 'n :n'u a -ny
Diane fear OOly felu4
e tfeG li96i Di? 14P
E
w:< !ee:. 1 rtely u:.e+w w ~.o,w ..n. e o! a
Ion . s,a,e 11 xxe:.•,.e
.
m
~ Carlson
McCain btK Ina [9'A vay e.ynt. O.3
fNVRJ111ENi)Y Ee Rx,, _ y 1
]69J PF beIR <L Uf.e ME , Py WWW`Y--YJJJ-
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ST. CROIA COUNTY
SEPTIC TANK MAINTENANCE AGRIzF%,1FST
AND
J OWNERSHIP CERTIFICATION FORM
Owncr!ESuyer--_-_/~~~C</E ~G' L ~
Mailing Address
Property Address
Q~~1 a~-.-
(Verification rcq:ii d front planning & -Zoning Department for new construction,)
City/State au v W ~ Parcel Identification Nurnher
LEGAL DESCRIPTION
Property Location k)(~) 1/4, LW /r , Sec. , T J' / N R W, Town of Sit wee: Yl
Subdivision Plat: Cof"'Q n h'( lef Lot ti
Certified Survey Map f# Volurne Page It _
Warranty Dyed (before 2007)Volume Page Spec house Oyestl ro Lot linesidowfiableIpycsono
SYSTEM NTA1NTLNANCE AND OWNER CERTIFICATION
Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper
maintenance consists of pumping out the septic tank every three years or souttcr, if needed, by a licensed pumper. What yen p~.it nuo
the system can affect the function of'thc scruic tank as a treatment stage in the waste disposal system. Owner maintenance
responsibilities arespecified in §SPS. 383.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance.
The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the
owner and by a master plumber, loorncyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site
wastc%vatcr disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is
trss than Iii full of sludge.
I'w•e, the undersigned have read the above rcyuirements and agree to maintain the private sewage disposal system with the
standards ;et forth, herein, as set by the Department of Safety And Professional Services and the Department of Natural Resources,
State of %Usconsin. Certification stating that your septic system has been maintained must be completed and returned to lire St- Croix
County Planning & Zoning Department within 30 days of the three year expiration dale.
Iiwe certify that all statements on this form are true to the best of my/our knowledge. I/we anvare the owner(s) of the
property described above, by virtue of a warranty deed recorded in Register of Deeds Office.
Number of bedrooms If
SiGNA UURE OF APPLICANT(S) DA'[ E
•""Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Mparmrent.
Lxludc with this application it recorded warranty decd from the Register of Deeds Office and it copy of the certified survey map if
retcrcnce is made in the warranty decd.
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N Certificate of Survey for:
PREFERRL'U_ BUILDERS, INC.
House Addre.+.:
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LEGAL UESL'12fVT1(:N:
ij BIROIH E.mGr,q Ei-ct<sc Boa nr.-...-
N otmmo, F.Womq T tWrlon Boa sL Lot 10. GAISN'S ACRES SOUTH ADOON.
HOUSE QETAIC St GrNx Caulty. Wfsconstn
Ll ewv. &.tU q Tc'w". Be.
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h Be,.Ita EahlNq LJq,rt Pad -PROPOSED ELEVATIONS TO BE SET BY OWNER'
0d 1" F*xmt q Qr>o Stop •`-d -SLAB ON GRADE-
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- v.r PROPQS~Q BNLpMG EVATtONS
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Cd.,otva Emdanogt @ OtWtr' Eonmant y, ° y o Top of EpvMatkn Elesv Bwa,
i (per rocpo>d plot) t k C. 90 $10 tlowlAw (of Colo}.
j Oprotef Yon Monument R ~ ~q»
Btamga at+w, we oasumne >d 5 < nnlf<•
I n, me 10.G arN+s .wnr. nn yeumR rm. wr pG..G.a o-
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1227
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Tom Schmitt
County
Attxh complete sne plan on paper not less than 8'/, x 11 inches in sae. Plan must St. Croat
in: Jude, but not limited to' vertical and horizontal reference ports (81.1), direction am I.D. v
perm! slope, scale or dimems ons. north arrow and Imabon and distance to nearest (oad. Parcel I / U -a)(j
Please print all information. Date
>ecs;:eal "M,vrtul«;n N)u om,ir.=. m!i be u.cC for /y ;xrfnryrnrtixees lYr+rap s. '5 .vt I I} (Ti; R j L>! ! y~-_n^• ~7 /z,f d.
Property owner Prroperty Location
Grand Properties, LP NW1/4 NW 1/4 S T :I NR 19 W
- - -
Property Owner's Mailing Address Lot # I Block # Subd. Name or CSM#
712 Rivard Streeet, Surte 300 I 10 - Gavin's Acres First Addition
City SlrPto Zip Code Phone Number city Village ✓ Town Nearest Road
Somerset Wt ~ 54026 715-247-iWb Somerset 62Nd SL
✓ New Construction Use. ✓ Residential i Number of bedrooms 3 - Code derived design Bow rate 450 GPD
Replacement Public or commercial - Describe. - - -
Parent material OUtwash - Flood plain elevation, if applicable na
General comments
and recommendations Area is suitable for a mound system. System elevation is 97.80' based off of contour line established at
96 95'. Slope ts1 %
Boring # Boring
✓ Pit Ground Surface elev. 96.67 ft. Depth to limiting factor 32 in. G,il AppV~calon Rate
HDCizo-. Depth Remnant Color Rodox Descnphor Textu•e SVucl,•e Cuws rence Bcunwr/ Roots Eft#1'PCPI, Eff#2
1 0-10 i 1Oyr3/3 I none Is i 1csbk mvfr as 1f 7 1.6
i
2 10-32 1Oyr4/4 none Is 1csbk mvfr cs 1f 7_- 16
3 32-47 1 Oyr5/4 T S%rfi I - - s - Osg ml es --.7 1 6
c2d 5%r6.9 .7
r_ grs Osg ml 1.6
4 47-74 - 1 0yr41G
Boring # Boring -
✓ Pit Ground Surface elev. 97.71 ft. Depth to limiting factor 29 in So,. npplicaro• Rai„
I lDrao^ DrIA, Domioanl r:.,VDr Redox lksuiptc- lexh;e slfuct;•e cons~iwnm Beuncary• Roots 'Eff#111DII'Eff#2
1 i 0-8 1oyr3/4 i none Is 1csbk mvfr ! as 1f 7 1.6
2 I 8-29T 1Oyr4/4 none Is Osg ml 9w 1f .7 1.6
3 29-70 10yr514 m3d IONr6'6 Is Deg ml - 7 I 1.6
I OvxIS _
Effluent #1 = BOD,> 30 < 220 mWL and TSS >30 < 150 m9A ' Effluent #2 = BOD5 < 30 mg) L and TSS <.30 mglL
CST Name (Please Print) Signature:. CST Number
Thomas J. Schmitt ~c.t*>••-.c...,/-'~__-.T 227429
Address Tom Schmitt Date Evaluation Conducted Telephone Number
1595 72nd St., New Richmond, WI 54017 420104 715-247-2941