HomeMy WebLinkAbout030-2149-06-000 (2)
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
579062 0
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No:
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name: city Village X Township Parcel Tax No:
Hotchkin, Scott & Quinette St. Joseph, Town of 030-2149-06-000
CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No:
36.30.20.3031
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark
Dosing Alt. BM
Aeration Bldg. Sewer
Holding St/Ht Inlet
St/Ht Outlet
TANK SETBACK INFORMATION
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic Dt Bottom
Dosing Header/Man.
Aeration Dist. Pipe
Holding Bot. System
Final Grade
PUMP/SIPHON INFORMATION
Manufacturer Demand St Cover
GPM
Model Number
TDH Lift Friction Loss System Head TDH Ft
Forcemain Length Dia. Dist. to Well
SOIL ABSORPTION SYSTEM
BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer:
INFORMATION CHAMBER OR
Type Of System: UNIT
Model Number:
DISTRIBUTION SYSTEM
Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake
Pipe(s)
Length Dia Length Dia Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over Depth Over xx Depth of xx Seeded/Sodded Mulched
Bed/Trench Center Bed/Trench Edges Topsoil
Yes W No r ®Yes 76N.]
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2:
Location: 232 124th Ave Hudson, WI 54016 (NE 114 SW 1/4 36 T30N R20W) Seven Oaks Lot 6 Parcel No: 36.30.20.3031
1.) Alt BM Description =
2.) Bldg sewer length =
- amount of cover =
Plan revision Required? Fw_1 Yes A No
Use other side for additional information.
Date Insepctor's Signature Cert. No.
SBD-6710 (R.3/97)
iamr ~«*a. it
Safety and Buildings Division County
' IX COUNTY WellWAS4OR P.O. Box 7152
DEVELOPMENT Madison, M 53707-7162 Sanitary Permit Number (to be filled in by Co.)
n
r
Sanitary Permit Application State Tr nn Number
In accordance with SPS 38321(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit ~L
is required prior to obtaining a sanitary permit Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address)
the Department of Safety and Professional Servies. Personal information you provide may be used for secondary
purposes in accordance with the Rn'yacy Law, s. 15. 1 m , Stets. ~Z Z_ ' A
L Application Information - Please riot All Information TTT!!! G t{,~ ✓
Property Owner's Name Parcel #
03o- alq9-Oro-ood
Prop s Mai in s
,~71 Property Location / ~b13 ~~G C~
5- 1 G ,W'',
Zip Code Phone Number Section
M
,L ( , A
ype of Building (check all that apply) Lot # T -30 N; R of J
Z it ER'
or 2 Family Dwelling -Number of Bedroo s Subdivision Name
Blo -Sea, <r I
❑ Public/Commercial - Describe Use u k 4,A A&A_ ~Ct)
❑ City of
❑ State Owned - Describe Use CSM Number ❑ Village of _
Z I Town of L1~ ti
III. Type of Permit: (Check only one b x on line A. Complete line B if applicable) 20vtQ~
A' New S ❑ R lacemmt System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain)
B• ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued
Before Expiration Owner
IV. T ofPOWTS System/Component/Device: Check all that apply)
s
Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil s
❑ Holding Tank ❑ Other Dispersal Component (explain)- ❑ Pretreatment Device (explain)
V. Dis rsal/Trea cut Area Information:
Design Flow (gpd) Design Soil Application Rate(gpds Dispersal Area Required ( Dispersal Area PTT posed Sy Elevati
n
00 ' 9 ~ . V
VL Tank Info Capacity in Total # of Manufacturer
Gallons Gallons Units r c
NOW Tanks Existing Tanks ~ `0 c ~ ~ u rn
w
Ai A
Septic or Holding Tank
Dosing Cumber
VII. Responsibility Statement- lot* undersigned, assume responsibility for installation of the POVM shown on the attached plans.
Pl Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number
C. 7`77 Izz
Plum
edlm_ (Street, City, State, Zip Code) e
- -O
VIII. Coun j!Partment Use Only '
Approved Permit Fee Date Issued Issuing ent Signature
$47:5 Bzs
DC Cond jWW asons for Disapproval
1 Uptie tank; effluent filter g ii .3, jo 1 a ~ z
"Oisoomal cell must all be services I maintained
as W management plan provided by plumber.
? 9~ei Ick:req mcrSt,l Mairtairi*d.
N pr app~catl~ tide / wdinarlces.
Attach to complete plans for the system and submit to the County only on paper not less than g In z 11 inches in size
SBD-6398 (R. 11111)
PLOT PLAN
PROJECT Scott Hotchkin ADDRESS 265 Canvon Pass Hudson Wi 54016
NE 1/4 SW 1/4S 36 /T 30 N/R 20 W TOWN St. Joseph COUNTY ST. CROIX
SYSTEM ELEVATION 103.3/101.8 27 below grade DATE 8/24/15 BEDROOM 4
CONVENTIONAL XXX IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 890 # of chambers 44
BENCHMARK V.R.P. top of 3/4" pvc pipe ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL * H. R. P. same as benchmark
285' Prooperty Line
Scale = 1/4'1 = 10'
All piping shall be ASTM SDR 30/34, within
10' of tank, piping shall be ASTM F891 Town Road
'
102' 98'
Pro 4 2-3' X 90' Cells with >3' spacing B-1106
Bedroom
House 5
18% Slope 35'
25' -3
ST 6 28
20'
B-2
46'
Vents 66 B.M.*
16'
Vent Property Line
>6" Quick4 Standard
of Cover Leaching Chamber
with 20.0 ft2 of Area 89'
5.6ft^2/pair of end caps
4' Long 12'
Grade at System Elevation
,
3411
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 8/23/15
Owner:Scott Hotchkin
Location: NE 1/4 SW 1/4 S36 T30 N,R20W Lot 6 Seven Oaks St. Joseph
Manuals Used: In-ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Chamber Cross Section
4-6. Maintanance and Contin ncy P r
7.Filter Cross Section
Signature
License number #22
PLOT PLAN
PROJECT Scott Hotchkin ADDRESS 265 Canvon Pass Hudson Wi 54016
NE 1/4 SW 1/4S 36 /T 30 N/R 20 W TOWN St. Joseph COUNTY ST. CROIX
SYSTEM ELEVATION 103.3/101.8 2.7' below grade DATE 8/24/15 BEDROOM 4
CONVENTIONAL XXX IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 890 # of chambers 44
BENCHMARK V.R.P. top of 3/4" pvc pipe ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL * H. R. P. same as benchmark
285' Prooperty Line
Scale = 1/411 = 10'
All piping shall be ASTM SDR 30/34, within
10' of tank, piping shall be ASTM F891 Town Road
B-1106'
Pro 4 2-3' X 90' Cells with >3' spacing 102' 98'
Bedroom
House 5'
18% Slope 35'
25' -3
ST 6' 28'
20'
B-2
46'
Vents 66 B.M.*
16'
Vent Property Line
>6" Quick4 Standard
of Cover Leaching Chamber
with 20.0 ft2 of Area
12" 5.6ft^2/pair of end caps
Long
Grade at System Elevation
34"
Cross Section of Infiltrator Quick 4 Leaching Chamber
Typical cross section for 2 of 2 cells
Quick 4 Standard Leaching 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 106.0'
Vent Grade Vent
3' 4"
X30/34 Septic Tank 3'
5' Long 1 5' 5' Long 1 "
367' Grade at System Elevation Grade at System Elevation
Spacing 5'
2-3' X 90' Cells
Same on other end Observation tubeNent
At end of cell
A
22 chambers per cell B
System elevations:
A_103.3'
B_101.8"
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of
IGILE INFORMATION SYSTEM SPECIFICATIONS
❑ NA
Owner S fL~ Septic Tank Capacity j al
Permit # Septic Tank Manufacturer Cot ❑ NA
Effluent Filter Manufacturer A ❑ NA
i)ESIGN PARAMETERS
Number of Bedrooms ❑ NA Effluent Filter Model ❑ NA
~
al
Number of Public Facility Units 4NA Pump Tank Capacity A
Estimated flow (average) q Q;0 al/da Pump Tank Manufacturer NA
Design flow (peak), (Estimated x 1.5) GCJ gal/day. Pump Manufacturer NA
Soil Application Rate gal/day/ ftz Pump Model NA
Standard Influent/Effluent Quality Monthly average" Pretreatment Unit Itl NA
Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter
Biochemical Oxygen Demand (BODO I <220 mg/L ❑ NA ❑ Mechanical Aeration ❑ Wetland
Total Suspended Solids (TSS) <_150 mg/L ❑ Disinfection ❑ Other:
Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA
Biochemical Oxygen Demand (BODO ' 530 mg/L -Ground (gravity) ❑ In-Ground (pressurized)
Total Suspended Solids (TSS) i 530 mg/L NA ❑ At-Grade ❑ Mound
Fecal Coliform (geometric mean) 5104 cfu/100m1 ❑ Drip-Line ❑ Other:
Other: ❑ NA
Maximum Effluent Particle Size k in dia, ❑ NA
Other Other: ❑ NA
Other. ❑ NA
`Values typical for domestic wastewater and septic tank effluent.
MAINTENANCE SCHEDULE
Service Event Service Frequency
inspect condition of tank(s) At least once every: monearsth(s) (Maximum 3 years) ❑ NA
.Pump out contents of tank(s) When combined sludge and scum equals one-third {'t) of tank volume ❑ NA
At least once every: ❑ month(s) (Maximum 3 years) ❑ NA
inspect dispersal cell(s) ,{Lyear(s)
/ month(s) ❑ NA
31ean effluent filter At least once every: 6 ,`9Lyear(s)
❑ month (s) NA
nspect pump, pump controls & alarm Aonce e❑ year(s)
❑ month(s)
=lush laterals and pressure test At least once every: ❑ year(s) NA
Other. ~Atst once eve ❑ month(s) NA
ry ❑ year(s)
)thee NA
MAINTENANCE INSTRUCTIONS
tinspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master
!Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must
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 back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be
,usually inspected to check the effluent levels in the observation pipes and to check 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.
,Nhen the combined accumulation of sludge and scum in any tank equals one-third (X) 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.
All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units,
and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer.
A service report shall be provided to the local regulatory authority within 10 days of completion of any service event.
Page of
e
rior to use of the POWTS check treatment t k(s) for the e presence of concentrations are painting detected products or have the other contents chemicals of th thy'.
START UP AND OPERATION
For new construction, P
prior to dispersal cell(s). if high
may impede the treatment process damage the
removed by a septage servicing op the infiltrative surface.
a
System start up shall not occur when sal conditions are frozen at th will be
e of
During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater ower to th:e
effluen ar ed to the dispersal cell(s) in one large dose, overload'emo removed by aaSeptage Servicing OpcrapPrator or prior to surface restore erg no mat levee
To avoid this storing p nd may result
Tisch g tank trots to
situation have the contents of the pump • t in manually operating the pump con
effluent pump or contact a Plumber or POWTS Maintainer to asses
within the pump tank.
park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area wit 'n
Do not drive or p
15 feet down slope of any mound or at-grade soil absorption area.
Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWT3
diapers; disinfectants; fat; foundation d rain
antibiotics; baby wipes; cigarette butts; condoms; cotton swabs, degreasers; dental floss;
water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; pa
(sump pump)
pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONMENT
When the POWTS fails and/or is permanently taken out 83 33' W sconsiln Administrat ve ICodeaken to insure that the system is propel y
and safely abandoned in compliance with chapter Comm
• 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 properly 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 filled with s()il,
gravel or another inert solid material.
CONTINGENCY PLAN
If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code comp ii;m
absorp
repla ment system: lacement
syst suitable replacement area has been evaluated and may be
comopaction and shor ldenot be infringed upontby equu' d
ted from disturbance and utilized
ms mustecom~ply suit t the eti
The replacement area should be pofc with the rule:, in
setbacks from existing and proposed
to establish lines ament rea.t Replacement protect
for a new soil and site evaluation
effect at that time.
❑ A suitable replacement area is not la available to replace setback and/POSWTSmitations. Barring advances in POWTS technology a
holding tank may be installed a the fa. the
soil and
WTS
as
sit ❑ The site has not been evaluated tilar area. If no replacementpareaaisuavail ble aOho d ng tank may bee installedevaluation
must be performed to locate a suitable replacement
a last resort to replace the failed POWTS.
eplace ffect follows t mr moval of the biomat at the infiltraiive in at that
❑ Mound and at-grade soil absortion systems
must comply with the cuees in
surface. Reconstructions of such y
<<WARNING>> INSUFFICIENT SEPTIC, PUMP AND OTHER TREATMENT
TREATMENT TANK UNDER ANY CIRCUMSTANCES.! DEATH MAY RESUOLT. RESCUE OPOA
ENTER A SEPTIC, PUMP OR OTHER
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE.
ADDITIONAL COMMENTS
POWTS MAINTAINER
POWTS INSTALLER
/ Name Lt~v l
Name Phone
Phone ~I S
SEPTAGE AL REGULATORY AI,ITHORITY SERVICING OPERAT PUMPER Name l _ ~
Name gZf,
1 Phone -7 )~~-67
[
Phone
This document was drafted in compliance with chapter SPS 383.22(2)(b)(1)(d)&(f} and 383.54(1), (2) & (3), Wisconsin Administrative Code.
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ST. CROIX COUN111f
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer ")CCgj
Mailing Address s- C
Property Address.-e- 2-92- 124~-~ 15s.
(Verification required from Planning & Zoning Department for construction.)
City/State Parcel Identification Number ) Q t l
LEGAL DESCRIPTION
Property Location _ Y. ~u r/4 , Sec. 3 T .:~ON R 7 Q .W, Town of 1V s 4_
Subdivision 5.,~Pr~~~ Lot#.
Certified Survey Map # Volume `Page #
Warranty Deed # Z()?-~ / (o , Volume , Page # `
Spec house yes no Lot liner; identifiable yes no
SYSTEM MAINTENANCE 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 sooner, if needed, by a licensed pumper. What you put into
the system can affect the function of the septic tank as a treatment stage in the was to disposal system Owner maintenance
responsibilities are specified in §Comm 83.52(l) and in Chapter 12 - St. Croix County Sanitary Ordinance.
The property owner agrees to submit to St. Croix County Planning & Zon:ing Department a certification form, signed by the
owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site
wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is
less than 1 /3 frill of sludge.
Vwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the
standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin.
Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning &
Zoning Department within 30 days of the three year expiration date.
1/we certify that all statements on form are true to the best of my/our knowledge. Uwe am/are the owner(s) of the
property bed above, by virtue f a ty deed recorded in Register of Deeds Office.
Numb of bedroo
S A OF APPLICANT(S) DATE
***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department.
Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if
reference is made in the warranty deed.
(REV. 08/05)
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Exhibit A
Legal Description
Lot 6, Plat of Seven Oaks in the Town of St. Joseph, St. Croix County,
Wisconsin.
WARRANTY DEED STATE BAR OF WISCONSIN FORM No. 2-2000
St. Croix County 1009816 Page 3 of 3
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,1Q SOI ATION REPORT #1759
Department of Commer~ G~ in acco 7he ~~~r~~,~r,~ m. ode Page 1 of 3
0 ^ - -"V
Division of Safety and Buildin~Steel's Soil Service, Inc.
Attach complete site plan on not less R'= County
p paper 0x 11 i e. I rSt. Croix
include, but not limited to: vertical and horizont reference din4Jld5
percent slope, scale
or dimensions, north arrow, and locatance to nearest road. Parcel ID Please print all information. ROIX COUNTY
NING OFFICE Revie d By Date
Personal information you provide may be used for secondary purp
U,-J~ i I Z e
Property Own Property Location J
Piriu erry Govt. Lot na NE1/4 W 4, S36, T30N, R20W
roperty Owner's Mailing Address L t # Block # Subd. Na or CSM#
400 South 2nd ST. na Seven Oaks
0 "d L6T
City State Zip Code Phone Number ty ❑ Village ® Town Nearest Road
Hudson WI 54016 715-386-0252 St.Joseph 125Th St
® New Construction Use: ® Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe: na
Parent material Knolls of pitted outwash plains Flood plain elevation, if applicable na ft.
General comments Conventional system, system elevation 103.00ft. Trenches spaced and depth to code 3.00ft below grade.
and recommendations:
❑ Boring
❑ Boring #
® Pit Ground surface elev. 106.00 ft. Depth to limiting factor 100 ✓ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-5 10yr3/1 none I 2msbk mfr cs lc .6 .8
2 5-14 10yr4/4 none sl 2msbk mfr cs if .6 1.0
3 14-60 7.5yr4/4 none cos osg ml cs na .7 1.6
4 60-100 7.5yr4/6 none cos osg ml na na .7 1.6
3 32 •
T Boring # ❑ Boring
® pit Ground surface elev. 106.00 ft. Depth to limiting factor 69 ✓ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10yr3/1 none s1 2msbk mfr cs 1c .6 1.0
2 8-54 10yr4/4 none Is 2msbk mfr cs if .7 1.6
3 54-69 7.5yr4/4 none cos osg ml cs na .7 1.6
4 69-88 7.5yr4/4 none sil om ml na na .0 .2
r b •t
4,7
3co 3 ~ r
* Effluent #1 = BOD > 30 < 220 mg/L and ~SS/>30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signat~u -e: CST Number
David J. Steel 248956
Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 54002 7/27/2005 715-760-0347
SBD-8330 (R.07/00)
PropeIrty Owner Pirius, Terry Parcel ID # pending Page 2 of 3
Boring # F-1 Boring 3
Fi-] ® Pit Ground surface elev. 100.40 ft. Depth toliting factor 100 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10yr3/1 none I 2msbk mfr cs lc .6 .8
2 8-31 10yr4/4 none Is osg mvfr cs 2c .7 1.6
3 31-87 7.5yr4/4 none Is osg ml cs na .7 1.6
4 87-100 7.5yr4/6 none ms osg ml na na .7 1.6
II
3
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 _
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
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 608-266-3151 or TTY 608-264-8777.
SBD-8330 (t.07/00) Steel's Soil Service, Inc.
STEEL'S SOIL SERVICE INC. 3 of 3
David J. Steel Terry Pirius 994 200th St.
CST-POWTSM NE1/4,SW1/4,S36,T30N,R20W Baldwin, WI 54002
Lic. #248956 Town of St. Joesph, St. Croix Co. Direct 715-760-0347
Lot, 7 Fax 715-684-3449
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
The location of this test may or may not be as shown, as permanent lot lines were not established at the
time the soil test was conducted.
Legend N
1" = 40'
= Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 99.15 ft
f ❑ Top of 3/4" pvc pipe
= Borings
Boring Elevations
BI = 106.00 ft
B2 = 106.00 ft
B3 = 100.40 ft
4 = 0.00 ft
t
% 3T
40
lb tifk r
C /V
r i~
REGISTER'S OFFICE'
ST. CROIX C0. WIS
• COUNTY PLAT OF: SEVEN OAKS
LOCATED IN PART OF THE NE1/4 OF THE SW7/4, PART OF THE NW1/4 OF THE SE1/4, PART
x.Www.rn.L. OF THE SE1/4 OF THE SW1/4 AND PART OF THE SWt/4 OF THE SE1/4 OF SECTION 36,
T30N, R20W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN.
LiNPlr17 _-o LANDS_
- SAMCTwYS MAY eE MTCxL Br NKOPLE 19.0. (LOWEST
1w~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Nna«c avo9«c) RFSmcnaxs DEPLIpxc uPw NE '
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_?r- ~ I/{ INE 4 DRAINAGE EASEMENT "0' LINE TABLE
125ENUE
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(Its) 388-2007 124TM AVENUE' LEGEND
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