HomeMy WebLinkAbout038-1129-60-200 (2)
ii ft~ i oarrn r PRIVATE SEWAGE SYSTEM St, ~,rolx
-arc a ' rmc : ul f
INSPECTION REPORT ""-vl=:::-:i•r,n
GENERAL INFORMATION ='TTA hl Trare"_ 1:'N': ~no(
Fr- iom-r>n -r.,. snv:nr ri C- 'c fn' F-ruu I I a: v la,
' i G< • %~'S
c:.rtnl olee`5 Want ;:ny i6an~ -oa-'vh.- .n:-e -ax Tic
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TANK INFORMATION ELEVATION DATA
L^- 6.::,\l1rgCTJR-F s`v.r, ?:.A°;:;IT" tiTA?ION E;I 4 F =LEv.
6':ph:: I LsenChRi~n.
Z. /dGb S• /~'9 /eo
Al~ -Till
a-aIDalAlnc Sevrer
98•
L.colulr~~ _ Sti-1: mlel
oL~t ::Alet
TANK SETBACK INFORMATION • ~/7• Q
4114, '_1 0( / fC ` \
I ,5
yz l.d I 3b yd,
e alr;:: L' i 75's
PUMP'SIPHON INFORMATION • .7
:
TJR =rirnrrt I_..... ISys ear. ri
T77777~
SOIL ABSORPTION SYSTEM 4
RFruTRW^.- /dell- •,r-1. N: _ 'I C:I IA=N517NS IL_ Irk _ia~ -re vmd GenF-.
OIDA NSICINS 3 9 9o r \
SETBACK Ic'• c.: _IA T:: _ b_ r.. . r : cAlvt _EA: HIN , I n
INFORMATION,•_- CHAMRCP.-^.r
.•rn..)• Si ::err 9
G 7 50 UN tl" NU7 S
~ a {FS 142 p
DISTRIBJTION SYSTEM 64- L'i
~3 y zZ } z a, /
I. e : tt il':' /r I~ %r uhpr - 1> M :Cr I:-~I[ r.:~',: ve0'k.cv p'(x-
SOIL COVER x Pressure System: Only' xx Mound Or At-GruoO Systems Only
i - _pY •v' IDev'f.:•un- p'. G:r Ib oC. aCy'SCO:rC A: hlulcneG
~bcc :n crlc- -3 Lt ~NeT reacr =epe. a r r.~ ` \ _ N. tic
COMMENTS: ,lr„u::C uUC Ulscreperles. aets::uv present e.:: 1 Inxprrcion xt - Ir.:-.per5 a-~ z;..
LocabDr:
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^lar •e:^sncn NeaLlretlr - "e: we it, Gff3 -75
the n-ne- sloe inr ar. ditlonai nierrat~rr _ _ -
Csm n::"pcemt. i more C.",, Nc.
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<1 t^ Safety and Gwldmga Drvlson J ' _
a . 0 201 ':4r 'd:'ashington Ave. P..) 3rs ! 102 s cz. ' T it . uI. •tr be died m h} s... j
F 1", p 1 2Q~8 Llaaison WI
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l .\p Ufatlon Information PJc cPrint UI Inlormannl
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.tl. Tvpe of Permit (Check o IY on jw Iine A. Complete line B if applicablcl
\ ..ohs. ~.'ic: ~txe¢cct Ssse=rd ' I'hcaeucat f;---u, i""s. Rci a. t.VGll all.' is ,nS Aofieatw+a ti zvsriM System(exp.xin)
Iir Yrevi nu ?c-mn,y{w la c Dat: zs=
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{f( ""~m nnUlLDe, 1l C: (Cbefk all that apPly)
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\ DlspenATreat cat Area Info, manon.
_Imr9 vp-1 L%<l,l oil ..;:•,•Lcan.n P.atc;. •c It ?:;latz._. L'~oim a :%:I ..e/'~rp v:,dfsf;• .Anaion
VL Tank Into F W FI rl/~/1lL ! l Y. v ~ V. _ _ v.
p-; .r H 17 ~ ~ ~ yy►►yy~~yay~,~~~ I
i
Ir responrihib,Y tar installation of the Tron'TS shoe o oa the attached plans. _
VR. Rr4pnnphdity Stal seal- the mders4nrvt, Al
- -
.:manic MF'~fPRti Vlr.ly -'-Rlvtaars,; Plcrose NsrnhoK y/}
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artment I Ise C?nly _ -
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p per rpFda'ble
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SBI?-t.?9S i k 1 I i t i
System PLOT PLAN
PROJEC'1 PFillri Vai!;ancourt ADDRESS 1835 Raleigh Road New Ricnmoid Wi 54017
NW 1;4 SE 1!4S 3' ;T 31 \!R 18 R' TOWS Star Prairie COI: NTI' ST. CROIX
Sl'STi;\1 F.LF.VA11ON 95.9.195.4!94.9 5' bolo grade 11 1r 18 BEDROOM 6
DATE
('0\11: TIONAL. XXX Al-GIIADL CO\\'I;\T10NAL LIFT HOLDING 'YANK
MOI'ND SEPTIC "TANK SIZL 1000!1000 LIFT 'TANK SIZE DOSE; 'TANK SIZE.
HOLDING TANK SIZE: LOAM RATI: .7 ABSORPTION AREA 1296 # of chambers 54
BENCHMARK V.R.P. RO1tom 04 evalkou' sidirg ASSL:\IF. I7.L\°.A'I'ION 100' Filter Lifetime Filter
❑BOREHOLE x11.R.P. Sameasbenchmark
~P.~~perr}' I-ine
Scale 1s F = 40'
Unless otherwise
noted
i
6 Bedroom well
house
1 3. M. a.
,0 10'
1
t
taw
1n
10.
tt ST
B -3
40' 4r, slop:
C"f
10'
' 101 '
Old DW to be y SW cell and 1-3' X 90' cell
pumped and 100'
honed Vents
13- 1 90' 10
qq.
li
R;:iei2h Road
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 11/1118
Owner:Phillip Vaillancourt
- Location: NW1/4 SE1/4 S 31 T31N,R18W 1835 Raleigh Rd Star Prairie
Manuals Used: In-ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Chamber Cross ction
4. 6. Maintance an C ntigency Plan
7. Filter Cross Se
8. Existing Sep " an orm
Signature
License n r tt226900
PRO.IECT Phillip Vaillancourt System PL0'F PLAN
ADDRESS 1835 Raleiah Road New Richmond Wi 54017
NW 114 SE IMS 31 /1* 31 NIR 18 Iv'I'O1VN Star Prairie COUNTY ST. CROIX
SYSTEM I:I.ISVATION 95.9:95.4:94.9 5' below grade 11!1:118 6
DATE BEDROOM CONVENTIONAL. XXX AT-GRADE CONVENTIONAL. LIFT HOLDING TANK
10001000 11.114 TANK SIZE DOSE TANK SIZE
M1IUCNU SI?I '17f.' TANK 517.1;
HOLDING TANK SIZE LOAD RATE* .7 ABSORPTION .ARP:A 1296 H of chambers 64
BENCHMARK Y.R.P. Bottom of walkout siding ASSUME ELEVATION 1011' Filter Lifetime Filter
❑ BOREIIOI,E O WELL «II.R.P. Same aS benchmark
Property Line
Scale is 1" = 40'
unless otherwise
noted
6 Bedroom Well
House
30'
B.M.
2(), y 1 0'
ST
D W 0'
30' 40'
10'
115' SI 40' B-3 4ryb Slope
10'
101'
70' 30
x 86' cell and I-3' X 90' cell
Old ll1~' to be
pumped and
buried 100'
Vents
B-I 90'
10'
99'
B'
Raleiah Road
Cross Section of Quick 4 Standard Leaching Chamber
Typical cross section for 2 of 3 cells
Quick 4 Standard
Leaching Chamber with
20.0 R2 of Area per
Chamber 5.6ft^2 pair of end plates To be >1' above grade
Finish grade elevation
Typical Installation 100.0'
Volt Al(l Grade Vent
4 X30/34 Septic Tank 4
4' Lon: l 5' I.ntto l 1„ Gradca( System Llcvalion .1
Grade at System Elevation
Spacing 5'
3-3 X 90' Cells
Observation tube/Vent
Same on other end To be located on end of Cells
21 chambers per cell
%A
B
System elevations: C 22 chambers
A-95.9'
B-95.4'
C 94.9'
ST. CROIX COUNT'']
SEPTIC 'LANK N'IAiN'FINANCE ,k(,•kFEMI N-f
ANI )
OW-NERSHIP CFRTIH(',' 111, N FURM
Olvnet.'13uvcr A(lll-ts
ti1ailin_v_Addressl~
Property Address
{Vciitic:rhon required Emn Pi nnmp•, : r Zarin, Depa t,nent tut new conch tic tiol
- -
Ciivistatc farce] Idcatti6catiun Nataber 6~~ ~~~a7~ IZ
LEGAL DESCRIPTION
properlyIAxiitioYIN-4d- Scv'NR W, Town
Subdivision /
Cerlified Survey Map
Warranty Deed votuntc 1'ut.e f
Spn: house ym:; no I_ol for :ver:hfiable yea et)
SYS'am MAINTENANCE AND OWNER CERTIFICATION
hriproper use and mauneuance of your scpUc svs:em could ~~ttdt m its pr_matnre faurnr rn batidle wastes. Proper
maintoriatiec consists of punrping out d:•e sepna tm eyely Ituee years or sooner..1 needed, a hecrisai pumper- What you oat iota
the system can affect the function of the septic tint: as a heatutcat stave to the wai c disposal system Owner mamtmxre
resuonstblhnes are specified in 4Cotnnl. 8.?.'r211) and to C'haptcr Ia til ('n:rx C mltp Sani[.lcv 01,111laucc
The property owner agrocx to submit to St. Craix Cciijity 1'ianrting .k Ism ng 1JCpantnoui it ccitifrzation form, ::],tied bN' the
owner and by a roaster phmibei, journeyman plumber, r(r:tric'ed Iduniocr c., a ficerscc pumper yea flying that (1) the oa site
wastewater disposal system is in proper opera int craid.i;in ids )I (vl aftc•t msoce:ion and pumping (it necessary), the septic tank is
less Ivan 1/3 full of stud,gt;
Vwe, the undci igncd have wad !hr. 1 w r, qui uu ol.. ud -i rrr to rear au: rite private wwat dt po%al ~ysterrt with the.
:aaud'ards set forth, horcin, as .,u h,• the llepartwel t n. C:olm I, amt ;w Departrnnit o' Natu.al Rcsonwcs, Sotc otl4iscnnsin.
Crrhticauotr stating that vmo'septic syztcm has been maiutamcd most bt_: cnmpimd and retuned ut the Sf. Qoix county Platiumg K
Zoning Vepatfineut within 30 davs of tl.e three Fear cxpirat.oo daty
Uwe ecrtity that all statement. - this ford me to ~ to Ow h( m ,I -uy rnn know lodre VIN'c audan: tho owner(s) of tit;;
prnpetty' described above, by virh . of w;tivanly recd urco:ded m v, , istu.:.:,t 1)cr.5 (Ntice.
ber of bedroo ns
SIUN. TURF OI! M'PT
1 S
NT(S
ACA- llATF.
"*Any information that is ttusrepnxeuted mty result in the suutaiy pormit beutg r.:voked by the Piatntile R Zoning Department.
lnaude with this application a recorded warrarm aced ]font fhe Register o- I)aed I'iac :end it espy of the ceildied ~uivcy' map it
reference is made: in the wafianty deed.
(RFV. USl05)
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page _af_
I:ILE INFORMATION SYSTEM SPECIFICATIONS / 44 Owner _tj `p_t ic -
S^ is ark capacity / l
Fermrt # ~ - - - Septic Tank Manufacturer 4NA
~
:)ESIGN PARAMETERS Effluont Fitter Manufacturer ~ G j Number of Bedrooms I ❑ NA Effluent Pater ModelO NA
Number of Public Facility Units I ON A Pump Tank Capacity gat NA
- -
Estimated flow (average)
gal/day Pump Tank Manufacturer NA
- - - - G ~1 _ _ - - - -
i Design flow (peak), (Estimated . 1.5) LS~ q~i-I7 gel/dam Pump Manufacturer NA
- - - '
Soil Application Rate -7 aJda ifl` Pump Model NA
Standard InfluentfEffluent Quality Monthly average' Pretreatment Unit NA
Fats, Oil & Grease (FOG) i -;30 mgA - Sand/Grave; Filter U Peal Filter
Biochemical Oxygen Demand (BODE) X20 mq/L 'l NA -1 Mechanical Aeration G Welland
1
Total Suspended Solids (TSS) ! <150 mq/L G Disinfection G Other.
Pretreated Effluent Quality I Monthly average L'is ersal Cell(s) L] NA
Biochemical Oxygen Demand (BOD„ 1530 mg/L. / -Ground (gravity) ❑ InGround (pressurized)
Total Suspended Solids (TSS) i 530 rrglr T~ NA L' At-Grade G Mound
Fecal Colifono (geometric mean) X10" chill00ml 7~ Cl Drip-Line G Other
Maximum Effluent Particle Sze k in did U NA Other_ 0 NA
otter NA Other II NA
'Vaiues typm for don'•astic wastewater and septic tank ef`.luen!. iRher G NA
IAINTENANCE SCHEDULE
Service Event Service Frequency
Inspect condition of tank(s) - - At least orce every: G month(s)
~ ear sZ (Maximum 3 years) U NA
Pump out contents of tank(s) I When combined sludge and scum equals one third (Ye) of lank volume G NA
ilnspecl dispersal cell(s) I At leas: once every: LJ month(s) (Maximum 3 years) ❑ NA
th
)(ye nth
mons -
,lean effluent filter At least once every 0 NA
s)
nspec pump, pump controls & alarm At least once every. '_I year(s month() NA
- - - - - - - - -
lush laterals and pressure test At least once every: ❑ month(s)
ear NA
U Y(s)
l thec - - n month(s)
At least once every . O ears
ether. NA.
MAINTENANCE INSTRUCTIONS
!Inspections of tanks and dispersal cells sna:l be made by an individual caryrig one of the following licenses or certifications: aat-s
'Plumber Master Plumber Restricted Sewer: POW S'.rspector, P04VTS Maintainer. Septage Servicing Operator. Tank inspecLo must
include a visual inspection of the tank(s) to identify any missing or broKer hardware, -dentity any cracks or leaks, measure the volume of
combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be
visually inspected to chock the effluent levels in the observation pipes and to cnerK for any ponding of effluent on the ground surface
The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local
regulatory authority,
When the combined accumulation of sludge and scum in any tank equals oneAh:rd or more of the tank volume, the entire contents of
!'he tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113. Wisconsin
Administrative Code.
Pail other services, including but rot limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units,
and any servicing at intervals of 512 months. shall Lie performed o; a certified POV•!rS Maintainer.
11 service report shall be provided to the local regulatoryautnonty vnthm 10 aays of completion of any service event.
Page _ of
START UP AND OPERATION other chemicals that
For new construction, , prior to use of the PoWrS lama check treatment s) If for high concentrations are dete~duedus or have the contents of the
may impede ede it* e treatment process and/or r damage the dispersal cell()•
tank(s) removed by a septage servicing operator prior to use.
System Stan up shall not occur when soil conditions are frozen at the infiltrative surface. wastewewater will be
surface excess discharge of effluent.
During power' outages pump tanks may fill above normal highwater levels. When power is restored the
discharged to the dispersal oeB(s) in one large dose, overloading the cell(s) and may result in the backup
To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring Power to the
effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal leve s
within the pump tank. disturb or rxnmPSCt the area within
Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise
15 feet down slope of any mound or at-grade soil absorption area. lira of the POWfS'
Reduction or elimination of the following from the wastewater stream may improve the pertornance and prolong the
antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disvrtedants; fat: foundation drain
(sump pump) water, fn+tt and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; at; painting products;
pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONMENT
When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly
and safety abandoned in compliance with chapter Comm 83.33, Wiscatsin Administrative Code:
• All piping to tanks and pits shalt be disconnected and the abandoned pipe openings sealed.
• The contents of all tanks and pits shall be removed and property disposed of by a Septage Sarvicmg Operator.
• After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil,
gravel or another inert solid material.
CONTINGENCY PLAN code compliant
If the POWTS fats and cannot be repaired the following measures have been, or must be taken, to provide a
replacement system:
table replacement area has been evaluated and may be utilized for the location of a replacement $oil absorption systern.
The replacement area should be protected from disturbance and compaction and should not be infringed upon by reVutied
setbacks from existing and proposed structure, tot lines and wells. Failure to protect the replawment area will result in
must comply with the the nee in
for a new soil and site evaluation to establish a suitable replacement area. Replacerne systems rul"
effect at that time.
~suitable replacement area is not available due to setback and/or soil limitations. Baring advances in POWTS technolog,r a
holding tank may be installed as a last resort to replace the failed POWTS.
❑ mThe site has ust be performed to locate a suitable replplacemernloarw. Iffnno replaarea. Upon cement area is available a holding tank may be installed as
a last resort to replace the failed POWTS.
❑ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative
surface. Reconstructions of such systems must comply with the rules in effect at that time.
<<WARNING>>
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NO
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK, UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE.
ADDITIONAL COMMENTS - -
POWTS INSTALLER - POWTS NTAINER Name sly✓~ NaqrE!EL=
hone Pt 1~71 -1
SEPTAGE SERVICING OPERATOR UMPER LOCAL REGULATORY AUTHORITY
Name Name Ly
Phone - ^ Phone /f~~~~
This document was drafted in oorpliance with chapter SPS 383.22(2)(b)(%d)d.(f) and 383.54(1): (2) & (3). Wisconsin Admtnstrobve Code.
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S7.'. r'1tO1X COUN'T'Y ZON:lNG OPFICE
FUR UTILIZATION ~A'PEMENT
Oe AN EXISTING SEPTIC TANK
"h 1. to c , -y.
~r_iPy that
<cr'✓illg the / I hinspected the septic tank
ecti.on 7 resi/deLce lo::at.0 „t.-
Upon lns / b.vn
be tank and batfles Pection, I certify that 1
to be have
CunctionincT in good condition, and it. appears Cc'r;c
properly- .
Ast time se7 vloed:
OCCtir-
from absurption sy;t-etn:'
N`: (It no, Skin ner.t- line)
~`O1? oximate volume or length or time;
•:~uar.ity:~~) gal lots _ m.i,rcrtc•<.
construction:
Prefab Concrete
_ Steel _ _ :lthcr
!i:-urufact.urrr: (If k.nowh) G[/?(,i2 Gc~~ - - -
A !c of Ta (If known) :
Cl/ J&
aturcaj
,Cpp (Name) Please print
. ,7 (I•icensee taumber) - -
m to be completed by .licensed plumber
Ao3tUte,) or Licensed Disposer. (s.14b.06 Wi scOn s i
Code)
(NR I:3 Wisconsin AciminiCrati:
"umbel (applyinq for sanitary permit) Certification
"Wing the above statement rega.ra ng exist.iny ~L.-ntjc ti-Ink
1 certif
c<,r Corm that: the
to the re tank to t(- , ect of my knuwledge wj
g ements o2 7LHR 8'
lnspecti i
n openin is. e Code (e
{ er outlet. baff: xceuL !or.
gnat /
m
Wisconsin Department of Commerce :SOIL,E\(ALUATION REPORT ~ Page of
Division of Safety and Buildings . - 11 ' r
IR aocadaf ew I'i anm 85, Ws Adm Code
County
Attach complete site plan on paper not less than 8 W x 11 inches in sine. Plan must ( -r
include, but rat limited to. vertical and horizontal reference point (BM), direction and Parcel I.D.
percent slope, scale or dimensions. north arrow, and location and distance to nearest road 10 3,q -nat-
Please print all information. Revie by Date
Personal mformst ri yov povq may"used for secondary Wrdoses (Privacy law a 15 ea (1) (mi) 7
Property O TP~ , Property location
!1') u -Govt LotlVL4j 1(4 f 1i4 S / T N R E( ) W
Property Owner's Mailing Add' ss Lot b Block # Subd. Name CShf#
,8 ~ 15- l - 8v
City Stat97 zi e Phone Number ❑ City ❑ Village B4owrf If- Nearest ad
I l I S. 6->? 6"-~ 7 ~r "p,12
LliA~
❑ New Canstruclion UsLOResidential/ Number of bedrooms Code derived design flow rate Z7V GPD
ment❑ Pub9r robmmerpal Describe. ~Parmt material Flood Plain elevabWapp6cable /1-/
1•
General ooniments !
any recommendations:
/y
:Wslem Ty(~e~~~'t,(J~~.~(f1-•C- _y:.:em E'evatior ~ 7
FT] Boring # G❑ Boring
bsl L '
, pit Ground surfaceelev4..SL R Depth to limiting factor /J L in
Soil icaton Rate
Horizon Depth Dominant Cokx Redox Description Texture Structure Consistence Boundary Roots GPD.MF
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 "112
p- l -L
Z r c 7
# ❑ Boring L JQ~
pit Ground surface elev.1_v_~ ~ft. Depth to limiting factor n.
T Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDMF
in. Munsell Qu. Sz. Cent Color Gr. Sz Sh. •Eft#1 'Etf#2
r
• Effluent #1 = BOO. > 30 < 220 myL any TSS >30 < 150 f luem = BOD. 30 ngil and TSS < 30 nxy'L
CST Name (Please Print) urn CST Number 1
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Lvaluatwn Conducted Telephone Nr,mher
1432 120th St. New Richmond. WI 54017 t ! z-L--z Y 715-246-4516
PropertyOwner_ Parcel ID # Page o'
I~~7 poring # ❑ Boring / G ///l
I Pit Ground surface elev.( 1 ft. Depth to limi[irig faAa -/4' in_ Soil Application Rate
l HHo, Depth Dominant Color Redox Desrnplion Texture Stnuture Cmsistence Boundary Roots GPDAf
in Munsell Qu Sz. Cent Cdex Gr. Sz. Sh. 'EIf#1 tl#2
c o
1n1
E Boring At El Boring
C3 CG
pit Ground surface elev. tl. Depth to limiting factor in Soil t;l,e bon Rate
Hxizon Depth Oom,nant Color Redox Description Texture Structure Consistence Boundary Roots GPD.'ff
in. Mansell Qu. Sz. Cont Color Gr. Sz. Sh 'Eff#1 'Etl#2
Boring
Boring n # Ground surface elev. -ft . Depth to limiting factor in
❑ Pit Snit ieation hate
Horizon ')epth Dominant (:der Redox Descrption. Texture Stnicture Consistence Boundary Roots GPORf
.n. Munsell Qu. Sz. Cont. Color Gr Sz, Sh. 'Eff#1 'Eff#2
Effluent #1 = BOD, > 30:S 220 mg'L and TSS >30 1150 mgVL ' Effluent #2 = BOD, 130 ng,'L and TSS 130 mgrL
"I he Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TIY 608-264.8777.
sea erx~;e e~m
Property Owner Parcel lD# Page. o!__
Lf F9 Boring # t_: Bonng
pit Ground surface elev./O ft. Depth to limifing faCa
r Soil pG;ation Rate
Honor Depth I Dominant Color Redox Desorption Texture Stmrure Consistercv- Boundary Roots 2p If
in Munsell Ou Sz. Cont. Coto- Gr. Sz. Sh. 'Eff#t •GM#2
r
2- 0
'~-~1p t s C c, i~rF ~-7
41 J
w i I
J.
- i
F-I E3 Boring # ❑ Bonng
pit Ground surlace. elev. f.. Depth to Itmifinc factor in. c
ApPlicabnv Rata
horizon Depth Dominant Coral Rodox Desmabon Texture Suu~ture Consistence Boundarv Roots 1 GPD,Tf
! in Mtnsell Qu Sz Cont Coon I Gr Sz Se. 'cif#2
1
I ~ I
i I
I
i
i
F-I Boring It Boring
P!t Ground surface eluw. fl. Depth to limiting factor
Soil Application Rate
Honzon ')epth Dominant Col Redox Description. Texture Structure Consistence Boundary Roots GPDMf
n. Munsea Qu. Sz. Cont Color Gr. Sz. Sh 'Eff#1 -Eft#2
+ I
t i
~ I
I
i
Effluent #1 = BODr > 30 < 220 rrgl and TSS >30 < 150 mgrL ' Effluern #2 = BODE < 30 mg& and TSS < 30 mgrL
The Department of Commerce is an equal opportunity service provider and employer. if you need assistance to access services or
need material in an alternate format, please contact the department at 608-246.3151 or TTY 608-264-8777.
Soil Test Plot Pla
Project Name Phillip Vaillancourt Sha 1' Bird
Address 1835 Raleigh Road
New Richmond Wi 54017 .M #226900
Lot 1 Subdivision Dat 1/1/18
NW 1/4 SE 1/4S 31 T 31 N/R18 W Township Star Prairie
❑ Boring Q Well Pl. Properly Line County ST. CROIX
BVI or VKP Assume Elevation 100 ft. Bottom of walkout door
System Elevation 95.9/95.4/94.9 *HRpSame as Benchmark
Scale is 1" = 40'
Propcrty Line unless otherwise
noted
G Bedroom Nell
House
0•
13.M.'*'*
20, 10
20•
Sr
DW
3y 1o n0
B-
-10• 41ib slope
101•
-0• s0•
100•
B-1 90• 0
99•
B-2 Raleigh Road