HomeMy WebLinkAbout018-2021-07-000
~
vVcs•::onsin Department of Cnmmrrre County:
PRIVATE SEWAGE SYSTEM St. Croix
Safety and Buddu'3 Drvisicn
INSPECTION REPORT Sanitary Permit No:
582100
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan IC No
Personal in`crmatien ycu provde nay be used for se-cordary purposes [Pnvacy Law, s.15 04 (1),;mp
Permit Holde's Name: City Village Township Parcel Tax No,
Oevering Homes LLC TOWN OF HAMMOND 018-2021-07-000
CST BM Elev Insp- BM Elev. 66! Description Seel or Iuwn.RangelMap No.
d GS 08.29.17.1288
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER t CAPACITY STATION BS HI FS ELEV.
I N'~J
Septic J ~y(~ Z. Benchmark Z. S OZ C~
F,' r r Alt BM 1 _ z, a 5
Aeration Bldg. Sewer
Holding Sh'Ht Inlet Q
TANK SETBACK INFORMATION SUHt 21 7, Z X15. 3
TANK TO P; %VFI I BI DG ent Air Intake ROAD Dt Inlet
L h.-
Se t c f DI Bottorn
33
Dosing Headerlll lan.
Aeration Dist. Pipe 4 Z- 9 1, 3
-Y q
Holding Got. System y, z q3' 3
PUMP/SIPHON INFORMATION Final Grade 3,
~p 98 r I
Manufacturer Demand St Cover
.PMZ b d : S
Model N rnber
TDH Lift - ion L s em Head T Ft
Forcemain Length D a Dist to "'Veil
SOIL ABSORPTION SYSTEM
BED/TRENCH V1,'dth _ength No. Of Trer.hes PIT DIMGIISIONS No Of P tts Inside DjL_" Liquid Cepth
DIMENSIONS G ~l
SETBACK SYSTEM TO J P/L BLDG WELL LAKEISTREAP.1 LEACHING Manufacturer.
INFORMATION CHAMBER OR
Type Of System A- UNIT
t of N Model Number:
n, ' s
DISTRIBUTION SYSTEM Z3 F-~3~
Headen'Manirolrl 1 r:istnhul on x Hole Size x Spacing 'vent to Air make
ipe,`s> G
LDia pipes%,_ Ca ` Spacir
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over Depth Over xx Deotn of x<Seeded~S dded jxx Mulched
bed Trencn Center
Bed Trench Edges Topsoil cs Nu Yes J No
5"g I [
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2:
Location: 1650 101ST AVE
r/_I Il" C L dLi 0%_ 4- tea
1.) All BM Description = / J
2.) Bldg sewer length = 33 sb~~5 V0 ~Dckme... 5 4 7
- amount of cover = it n (j ~0 is M 7 Alz Plan revision Required _ Yes , to "Z L _434
Use other side for additional information _ I M - J
Cate Insep is Si ature Cert. No,
SBD-6710 (R.3,197,
ii
Safety tine 3:;i1 :•igs i ' ,'mil ~ J'L
r < 8 M~►.? ~D 201 W. Washington Av P.O. 71 Sanity-q Pe mt: Nuatber (to be filled m by C:a ;
Madison, VJI 5370 7182
Number
JA-
ry Permit Application StateTiam%act~on
:n accordance nits; SPS :83:1(2). Wis. A iwj ode. subtn sstca of this fun% --c the appropriate governmental unit /
s required prior to obtaining a sanrtaty p--=L Noun. Appltaili forms for,-=,-wn:d 11DA-1S arc subrm=d to Pro.= Adtuess ",if dffercnt than maiiing address)
the Department of Salav and Pruf.°ssional Servies. Personal iriurnz:ion ynu p.-ovide rna r be us:d for seconday ,
purposes inaccorda-rccwiththe?nvacyLaw, s. Stets.
1. Application Information - Please Print All Information
ft-perry Owner's Name t Parcel i:'
Propeny'.Owarr's ? ailing /Address Property Location a$ :7 , l1 l Y
/ L 7 Govt !a
' Zip Code PtutieNiuub=
ii}', State -,;`S4r 111. Seaton EY
Ic one}!
X, P47F
L1. Type of Building (chcr all that apply) Lut L/ _J
Stiidirsjoa Kamc
i_: 1 or 2 Fa.6% DwcU:n; - Ntunbcr of Bedrooms
_ bl~ slack
L Public'Cotttmerc-,al - Descrbe Use
❑ Cin- of
El State Owncd - Describe Use C: u~Nber a of /
Towrt
2 l 7-3,k- 23 -
HI. Type of Permit: (Check only one box on line A. Complete line B if applicable) Z
y
4" .ew System _ Replacemmi ~}1tent Treahnen0ioldiee Tank Replacement On:v Other ModiLcai m to Existing Sysurn (explain)
t
- List Previous Permit Ntunar and Datr Issued
B- ❑ PctmitRenewal i C Pezmit Revision L Change ofPlumbea ! permit _.ansfc :n New
Before Expiration Owner
4// jr-4
I
t IN. Type of POyFTS Svstem,1Component/Device: (Check all that apply)
k'!oon-Pressa-iurd hr-cim.d L Fressctized Lt-Ground ❑ ,u-Grade L mmwd > 14 itt of suitable soil ❑ Mound 24 in. A suitable soil
lioiding Tenk C C?Iher Dispersal Ccmrpnncnt (explain) L Prctrcatmrnt Device (explair~
V. Dis ersabTreatment Area Information: _ G az p
resign Flaw (gpd) Design Soil Ap?bratioa Ratugpdsn Dispersal Area R aired (sfl ; Dispersal .Area Proposed (sf i System F ano
5p ~0 47D s. c z~,
N1. Tank info <l r achy in ^otal # of - Manufacatr .
Gallons Gallons Units S = o
New Tacks -E.,j=g Tanks I „ ' u m a
-Inc. or Holding Tank [
losing Chi>G
V13. Responsibiiity Statement- a uodersigned. ascum r osib_ility for installation of [bePOR"TS sbown on the attached plans.
Plnmiict `s N nc (Printi - Plwmbcr' _ MPiMPRS Nrmber Business Phone Nymbcr
FlumUcC5 -Adare:~-, (SncVt, City; Star-c. Zip Code ,
VIII .ounri'/De ai-tatent Use Unh
Approv d Duapprovcd Pe ma Fee Date Issued Issuing ent S:gnaturr.
3 ti 1lp -
tvcn Reason rot Denial
VL CouditfiUTF* ' easons for Disapproval ,
1. Septig tark, t:rflt:eni fifte, vnd IIA- 3) uL, pv~ 1 A O I disper- Ced •nust all be sAi :i o ! malt nee ~Ilq~+1~tGon
as per managemen! plan pru tided by plumber. t ~►L~. W t -
2. Al seU'O requirements must o mainti iird r t~1
as per applicable coda 1 ardirat en.
A2x6 to compkae plans to- the rfst and submi o the County only on paper not ksa Lion S 16 z 11 inches an sitt
I
`BD ~ IA.u.~.~ ~a hL ~'A &.3 -6398 _R :.I }
PLOT PLANT
PROJECT Oeverlnc Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017
SW 1!4 SE 114S 8 !T 29 N! R 17 W TOWN Hammond COUNTY ST. CROIX
SYSTEM ELEVATION 95.0,94.9 5' below grade 3(171? 7 BEDROOM 3
DATE
CONVENTIONAL XXX IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK
1000 gallons LIFT TANK SIZE DOSE TANK SIZE
VIOU 1 U SEPTIC TANK SIZE I10LDING TANK SIZE LOAD RATE •6 ABSORPTION AREA 933 # of chambers 46
BENCHMARK V.R.P. Top of survey iron ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE e WELL "H.R.P. same as benchmark
All piping shall be ASTM SDR 30!34, within
10' of tank, piping shall be ASTM F891 Scale is I = 40'
unless other vise
Vent
noted
Quick4 Standard
>6 Leaching Chamber
of Cover with -10.0 ft? of area
ti.6ft"2lpair of end caps
LUIl•~ 1
Grade at System Elevation
34•
496' property line
N1.
r
33 4W 8
Pro 3 B-1 5
Bedroom 30' 30'
House 5T
0' 1
B-2
01ib Slope
B-3 4
- - - 2-3 X 94' cells with >3' spacing-
101st. Ave
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 3/17/16
Owner:Oevering Homes
Location: SW1 /4 SE 1 /4 S8 T29 N, R17W 1650 101st. Ave Hammond
Manuals Used: In-ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Chamber Cross Section
t
4-6. Maintanance jandC~ ngen cy Plan
7.Filter Cross SecSignature
License nufber #226900
t/
PLOT PLAN
PROJECT Oeverina Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017
SW 1/4 SE 1 i 4S 8 IT 29 N/R 17 w TOWN Hammond COUNTY ST. CROIX
SYSTEM ELEVATION 95.0,94.9 5' below grade 3117/17 3
DATE BEDROOM CONVENTIONAL XXX IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK
1000 gallons LIFT TANK SIZE DOSE TANK SIZE
N10CVD SEPTIC 'TANK SILE
HOLDING TANK SIZE LOAD RATE •5 ABSORPTION AREA 933 # of chambers 46
BENCHMARK V.R.P. Top of survey iron ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL *H.R.P, sameasbenchmark
All piping shall be AST-M SnR 30/34, within
10' of tank, piping shall be AST-M F891 Scale is 1" = 40'
unless otherwise
noted Vent
>6„ Qu1ck4 Standard
of Cover Leaching Chamber
with 20.0 ft'-) of Area
5.6ft^2lpair of end caps
4' Long `
B. N1.
40' 80'
Pro 3 B-l
Bedroom 20' 30' 30
House ST
180'
0'
0% Slope B-2
B-3 40'
2-3 X 94' cells with >3' spacing
101st. Ave
Cross Section of Infiltrator Quick 4 Leaching Chamber
Typical cross section for 2 of 2 cells
wick 4 Standard Leachin` Chamber
with 20.0 ft2 of Area per Chamber ,
5.6ft^2 pair of end plates To be >1 above grade
Finish grade elevation
Typical Installation 100.0'
Veit Al Grade Vent
31 4?' 3
A/30/34 Septic Tank
5' Long 1 5 5' Long 1
Grade at System Elevation
36" Grade at System Elevation
Spacing 5'
2-3' X 94' Cells
Same on other end Observation tubeNent
At end of cell
A
B
23 chambers per cell
System elevations:
A-95.0'
B-94.9'
ST. CROIX COUNT'
SEPTIC TANK MA'"3NANCL AGIZEF,MENll
AND
WNERSHlp CERTIFICATION FORM -
OwnerlBuyer (
Mailing Address -
Property Address
required from plannin
C
ir/yState g & Zoning DePartmenf fbrrte -
Parcel Identification Niumber
LEGAL DESCRtpTYON ~Q~l?
Property Locatioal c d
Sec. g 7 Y
Subdivision N V 7v''rowil of ~
Certified Survey Map #
1,0t#-7
Warranty Deed ,Volume - -
Page #
- - -
, Volume
Spcc house yes no - - - page #
1._
MUM IM [-or Gilles adentifyabl -
AINTENANCE ye. no
AlYn OWNER CERTIFXCAfIU1V
Improper use and r~tenance consists of ptt maintenance of Yours ttc s
the system c aTnug out tqe Ystem could rest ui its
an affect the function ofthe s~ptto ink every three Years ur sooner,Pretnaturc failure to 1 ro e
respotrsibilities are eptic 6andlc wastes.
Specified in §Co tank as d treatment stage ceded, by a licenamct p er_ w p
min. &3.52(7) and in Cha in the waste disposel system. U
I'he property owner a ptP1 12 - 5t Croix County ,Sari weer numtenanceou 1111t ant„
owner and b agrees to subY Ordinance.
Y a master plumber, ' mit to St. t-ro
wastewater disposal system is ' journey plumber, ! a c ed p u ~aawn r & Zoning De
less than 1/3 f tsi PrOpc r operating condition 2 licensed Pp'hnent cation form, signe d
ttlt of shtdge. Pumper Verityinr that by the
and/or b
after inspection and pumping (if "cc
essel) the on -site
, the undersi ry), the septic tank i,,
standard fitted have read the above
set to
[/we'
c tdadai as rth, hercin, as set by the 1egCor"ment s a
stating Pnenr of nd agree to rr ~
ZOn~g Departinent that y° Co
your septic system has been mainmr
rce and the l)ePatYmem tf"" tl of _ tu~al 'Nataml sewage disposal system with the
thin 30 (japed PatYmem of_ sof the tamed must be co RCSOUrc;es,
three year completed and retuned to the
expiration St. rro Coup taco
date tea'
1/we certitq that atl Planning &
property described above, t?on this form
y virtue of'a warr are Irur, to the nest of my/oltr knowledge.
Y egister of lleeds 1/we atn/are the o
Number Of bedrourns deed recorded in P of jce. wner(s) of the
TC`►NAT OFpLICANT
(S)
Any jnformattun that is mtsrt:ptesented DATE
may result zn the salutary permit being rivoked b
rIIClude with this application a recur Y the Planniug rPfereace is & warrLurttng Department.
made in the warranty deed ant1, deed front the Register of ❑eeds U
ffice and a c
(x1F:v. 09/05) opy oPthc certified surrey map if
POYYTS OWNER'S MANUAL & MANAGEMENT PLAN ire of
FILE INFORMATION SYSTEM SPECIFICATIONS
Owner , , Septic Tank Capacity 7 i ❑ NA
Permit
v Septic Tank Manufacturer 0 NA
GN PARAMETERS Effluent Filter Manufacdhuw ~ !fie - ~ ❑ NA
Number of Bedrooms ❑ NA Effluent Pter Model ~L7 NA
Number of Public Facility Units .SUM Pump Tank Capacity gal 11 NA
j Estimates flow (average) )
gaVday Pump Tank Manufacturer NA
f Design flow (peak), (Esrirnafled x 1.5) - , Pump Manufacturer
NA
Soil Application Rate r Pump Model NA
i Standard Influent/Effluent Quality Monthly average Pretreatment Unit NA
Fats, Oil & Grease (FOG) 530 mgA ❑ Sand/Gravel Filter ❑ Peat Filter
Biochemical Oxygen Demand (BOD<) 420 mg/L ❑ NA D Mechanical Aeration O Wetland
Total Suspended Soks (TSS) 51 So mglL ❑ Disinfection ❑ Other.
!Pretreated Effluent Queer Monthly average Dispersal Cell(s) 13 NA
Biochemical Oxygen Demand (BOD5) 1530 mgA. n-Ground (gravity) ❑ In-Ground (pressurized)
Total Suspended Solids (TSS) 53o mg/L > NA ❑ At-Grade ❑ Mound
Fecal Cofdform (georneft mean) 5104 cUl00ml ❑ Ddp-Line ❑ Other.
fMammum Effluent Particle Size in dia. ❑ NA Other. ❑ NA
Other. Other: ❑ NA
*Values typical for domestic wastewater and septic tank effluent Other ❑ NA
NTENANCE SCHEDULE
Service Event Service Frequency
inspect condition of tank(s) At least once every. ❑ month(s) (Ilflaudrrmurrr 3 years) 0 NA'
Pump out contents of tank(s) When combined sludge and scum equals one-third ( of tank vOhume D NA
inspect dispersal cep(s) At least once every: ❑ onth(s) (Maximum 3 years) ❑ NA
-1 z ~ 22 Olean effluent filter At least once every month(
El NA nxxith( Inspect pump, pump controls & alarm At least once every:
)s) C3 NA
YWS
Illush laterals and pressure test At least once every- ❑ month(s)
❑ ear(s)
At least once ❑ month(s)
every: 13 year(s) NA
r.
NA
MAINTENANCE INSTRUCTIONS
!Inspections of tanks and dispersal cells shall be made by an individual carrying one of the folio" licenses or certifications: Master
Plumber, Master Pkunber Restricted Sewer; POWTS inspector, POWfS Maintainer Septage Servicing Operator. Tank Inspections must
irmdude a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of
combined skidge 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 check the effluent levels in the observation pies and to check for any ponding of effluent on the ground surface.
`The pon hng of effiuQrrt on the ground surface may indicate a falling condition and requires the i nmediale notification of the local
regulatory authority-
W*en the combined accumulation of sludge and scum in any tank equals one-third (36) or more of the tank volume, the entire contents of
lte tactic shall be removed by a Septage Serviang Operator and disposed of in accordance with chapter NR 113, Wisconsin
Administrative Code.
.all o bier services, including but not limited to the servicing of effluent fitters, mechwical or pressurized eornponerrts, pretneatimnt units,
and any servicing at intervals of 512 months, shall be performed by a certified POWfS Maintainer.
A service report shall be provided to the lord regulatory aufhority within 10 days of completion of any service event.
Page - of
START UP AND OPERATION teatment tank(s) for the presence of painting products or o#w chernicais th*t
For new construction, prior to use artheloP WT the dispersal
tank(s) removed ed by a septage cell(s). If high conoentr'atiorts are detected have the contents of the
may impede the treatment procen servicing operator prior to use.
System start up shall not occur when soil conditions are frozen at the infiltrative surface. is restored the excess wastewater will loin
During power outages pump tanks may fill above normal higtm ater levels. When power
discharged in the dispersal surface discharge of effluent.
oed{s} in one large dose, overloading the cell(s) and may result in the backup or
To avoid this situation have the contents of the pump tank removed by a S@ptage Servicing operator prior to restoring power to ft
the pump controls to restore normal love s
effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating
within the pump tank. over, or otherwise disturb or compact, the area within
Do not drive or park vehicles over tanks and dispersal cells. Do not drive or pa
15 feet down slope of any mound or at-grade soil absorption area. of the POWT~
Reduction or elimination of the following from the wastewater stream may improve the perforrnance and disrrprolonrolong tsthe lift ; fat; foundation drain
antjt>fotim-. baby w~; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers;
m water, fruit and vegetable peelings; gasoline; grease; herbicides; meat soaps; medications; oil; ~n
( 9 produc#s(sump pump)
pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONMENT shall betaken to insure that the system is pr ope(h►
When the POWTS fails andlor is permanently taken out of service the following steps
and safety abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code:.
• All piping to tanks and pits shall 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 Servicing Operator-
• After pumping. all tanks and pits shall be excavated and removed or their covers removed and the void space fined with soil,
gravel or another inert solid material.
CONTINGENCY PLAN provide a code cornplidrrt
If the POWTS falls and canna: be repaired the following measures have been, or must be taken, to replacement system:
ble replacement area has been evaluated and may be utilized for the location of a replacement soil absorption systelm.
The placement area should be protected from dishubance and compaction and should not be infringed upon by requirled
setbacks from eidssft and proposed structure, lot lines and welis. Failure to proted the replacement area will result in the roeffld
for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must cornply with the rules in
effect at that time.
❑ A suitable replaoement area is not available due to setback and/or soil limitations. Barring advances in POWTS technologW a
holding tank may be installed as a last resort to replace the failed POWTS.
❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation
must be performed to locate a suitable replacement area. If no replaosment 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 reconstruded in place following removal of the biomat at the mftltraiwe
surface. Reconstnictions of such systems must comply with the rules in effed at that time.
«WARNING>>
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT
ENTER A SEPTIC, PUMP O OTHER OF ATTRAEA MAY DIFFICULT O IMPOSSIBLE. MCIRCUMSTANCES DEATH MAY RESULT. RESCUE OF A
PERSON FROM THE INTER{
ADDITIONAL COMMENTS
POWTS INSTALLER POWTS MAINTAINER
r7
Name
Name ~
Phone - - E r Phone f J
SEPTAGE SERVICING OPERATO PUMPER LOCAL REGULATORY AUTH
Name / ` G,'^ !1~ Name
Phone = 3
Phone j
Administrative Code.
This dOCUnwit was dratted in compliance with chapter WS 383.22(2)(b)(1)(d)kf) and 363.54(1), (2) & (3), Wlsconsi►
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Wisconsin Department of Commerce SOIL EVALUATION REPORT
Page _ of
Division oti' Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code y
County
Attach complete site plan on paper not less than 8 112 x 11 -nches in size. Plan, must O f
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel i p
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. ~ 2--~l 'l
Please print all information. Revie by Date
Pemo"l information you provide may be used for secondary Purposes (Privacy Law s. 15 04 (1) (m))
Property Owner Properly Location
N R/ E(
t' Q.^; ~9 L~ i r.2C? l Govt. Lot J i L7 114 r 1:4 S T29"
Pro rty Owner's MaAKg Address Lot # Block # S. Name or C-Ch&
City / late p Code 7 Ptxxw Number ❑ City ❑ Village Town Nearest Road
S
A-1 Z21
er ve design flow rate Z~ GPO
New Construction Useg Residential / Number TDcribel:
Replacement ❑ P is Or wmmerual
Parent material G G° is _ Fl",l Pl.in elevati if applicable - ft.
General comments JUN 1 3 l l - / J
and recommendations; i ~E'( vc- c
CROIX COiJ`1TY
System Type System r1
M Boring # Boring Z Pit Ground surface elev. ft. Depth to limiting factor tn. Sol Application Rate j
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM .
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 -EW
011
cl
L_ Boring # I~ Boring
,T`, Pit Ground surface elev. L~ ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD4f`
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
-ox
,4 )
rt
Effluent #1 = BOD > 30 1220 mg/- and SS >30 < 150 ( ' Effluent #2 = B00 130 rng,'L and TSS < 30
CST Name (Please Print) ignature CST NUmDer
Bird Plumbing, Inc. Shaun Bird r, 226900
Address Date Evaluation Conducted Te ephone Nurrbe•
1008 192nd Ave, New Richmond. WI 5401 0,-,vn ! o 715-246-4516
Property Owner--- Parcel ID# Page of
❑ Boring # ° Pit Boring 14 Ground surface elev. Ito _ ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPDIff
in. Mansell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 C- I
~s
!i I
fit
~t r
~D1t
Boring # E] Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Sal l,wtoi Ra,.L 1
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Ou. Sz. Cont. Color Gr Sz Sh 'Eff#1 •Eff#2
❑ Boring # ° BoriN
❑ pit Ground surface elev. ft. Depth to limiting factor in.
Soil igtion Rate
Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff
.n. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -EfT#2
' Effluent #1 = BOOS > 30 < 220 rmg/L and TSS >30 < 150 mg& ' Effluent #2 = BOD61 30 mg/L and TSS j 30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
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SBD-8330 (R 6A0~
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Soil Test Plot Plan
Project Name Oevering Homes LLC Shaun' rd ;
Address P.O. Box 179
New Richmond Wi 54017
CSTM#226900
Lot 7 Subdivision Hammond Hills Estates Date 6/27
S W 1/4 SE 1/4S 8 T 29 N/R17 W
Township Hammond
r-j Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 95.5/95.4 *HRpSame as Benchmark
Please note: survey was not
complete at the time of testing,
installer must check all setbacks
prior to installation.
Scale is 1" = 40'
unless otherwise
noted
'5-21' property line
L4(Y
B-1
300'
B-3 40B-2
101st. Ave