HomeMy WebLinkAbout020-1419-10-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division Sanitary Permit No:
INSPECTION REPORT 538890 0
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No:
Personal information you prof ide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name: City Village X Township Parcel Tax No:
Duder, Lawrence & Barbra Porten Hudson, Town of 020-1419-10-000
CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No:
6-3 6-s-1 20.29.19.2659
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER , CAPACITY STATION BS HI FS ELEV.
Septic r -X"O_
L.- x I A0 4 (0 r,- Benchmark .3 10 /db 3
Dosing PO /0 !G SZ5 Alt. BMa 1 (.O (0 14,0
Aeration Bldg. Sewer 7.72 y4 to ~i
Holding St/Ht Inlet $ •~5 LL
TANK SETBACK INFORMATION St/Ht Outlet b ys• S
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
~a~4r
Septic 15 A _ u Dt Bottom
Dosing Header/Man. ~s
Aeration Dist. Pipe $ • s .
Holding Bot. System 9. Q rya
V O
PUMP/SIPHON INFORMATION Final Grade ,3. 161. Z
Manufacturer Demand St Cover:' /00
Model er
TD Lift Friction Loss System Head TDH Ft
Force Len th Dist. to Well
SOIL ABSORPTION SYSTEM
BED/TRENCH Width 1 Length I 11161 1 No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS :3 1 (A i,,6 Z
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer,.
INFORMATION CHAMBER OR Type Of System: IM- UNIT Model Number: 14
DISTRIBUTION SYSTEM 17 H-1 7 = 3y 14-6
Header/Maan~ifold ! Distribution \ x Hole Size x Hole Spacing Vent to Air Intake
11-ength_ ! Dia 14 Pipe(s) \ Dia \ ~
Length Spacing 2119
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched
Bed/Trench Center Bed/Trench Edges Topsoil a Yes Ej No Yes No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2:
Location: 859 Chebek Lane Hudson, WI 54016 (SW 1/4 NE 1/4 20 T29N R19W) The Glen Lot 65 Parcel No: 20.29.19.2659
Ft+ 1-H, Co.~-« ate.
1.) Alt BM Description = i:.Ab
2.) Bldg sewer length = q
- amount of cover n~
5 b ~ o~lL.~
Plan revision Required?
Yes No / 3
Use other side for additional information. I~T 06 I 11
Date *Signatur Cert. No.
SBD-6710 (R.3/97)
commerce.wi.gov, Safety and Buildings Division County
211 Washington Ave., P. 0 62 ~~j
'C. adison, WI 53707 Sanitary Permit Number (to be filled in by Co.)
Department o Commerce a c At C~3 i G / c)
Sa itarf,' a G. cation to Transaction Number
In accordance with s. Comm. 83. (2), Wis. de is form to the appropriate govemm I/V)
unit is required prior to obtainin a sani Application forms for state-owned POWTS are Project Address (if different than mailing address)
submitted to the Department of al information you provide may be used for secondary
purposes in accordance with the Priv s. 15.04 1 m Slats. a ! et
1. Application Information -'Please Print All Information a 1 ttt~~~"111 C~ iii+++
Property Owner's Name Parcel #
w o - 4Z~ /Z//9- /a - coo
Property Owner/ Mailing 9 Property Location
3 d ,,724- / CJc 3 Govt, Lot_~ C
City, State Zip Code Phone Number Section 2 t~
(circle one
T N; R E oC7
II. T e of Building (check all that apply) t~ Lot #
❑ 1 or 2 Family Dwelling Number of Bedroo J Subdivision Name
O t? Ste. Block # 7~ e _ 'e _V
❑ Public/Commercial - Describe Use
❑ City of
❑ State Owned - Describe ,U,rsef ` I CSM Number Village of
Z lJl:L6 L~ / 6 'KYTown of _~~llt-U 96 ~
III. Type of Permit; (Check only on box on line A. Complete line B if applicable)
A. XNew System ❑ Replacement System ❑ 'freatment/Holding Tank Replacement Only Other Modification to Existing System (explain)
B. ❑ Permit Renewal ❑ Permit Revision Change of Plumber List Previous Permit Number and Date Issued
❑ ❑ Permit Transfer to New
Before Expiration Owner yti~, i Jrwu 04)
IV. Type of POWTS System/Component/Device: Check all that apply) ,S
l~{et Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound ? 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil
❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain)
V. Dis ersai/Trea ent Area Information:
Design Flow (gpd) Design Soil Application te(gpdsf) Dispersal Area Required ( Dispersal Area Prop , ed (sf) System Elevati //1 w
VI. Tank Info Capacity in Total # of Manufacturer
Gallons Gallons Units n 2 v"2 ti 2
New Tanks Existing Tanks
/C. a U n A iz C7 n
Septic or Holding Tank
Dosing Chamber
VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS own on the attached plans.
Plumber's Name (Print) Plumber's Signature RS Number Business Phone Number
% *4 a a719741 /6"- 3
Plumber's Address (Street, City, State, Zip Code)
!Q 7d c G v
VIII. oun /De artment Use Only
pproved Permit Fee _ DatV Issum ent Signa re
Owns „ en Reason _f.-,:Denial $-/~✓yf/ IX. Conditi Masons for Disapproval J Z 1. Septic tank, effluent filter and 3) UVU04
dispersal cell must all be services I maintained,
as per management plan provided by plumber. ~tre~~~J e
2. All.se(lack requirements must. be maintained
Attach to complete plans for the system and submit to the County only on paper not less than g in x 11 inches in size
SBD-6398 (R. 02/09) Valid thru 02/11
4e=4K- -,blie,12 00 Al
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CONVENTIONAL COMPONENT DESIGN
Residential Application
INDEX AND TITLE PAGE
Project Name:
Owner's Name: .Sa- rn
Owner's Address: Al/,~?Z/
-V-
Legal Description: S q ZJ
L1~d
Township:
County: STc°~~s o`~/
Subdivision Name: 72
Z
Lot Number: 610
Parcel ID Number:
Page 1 Index and title
Page 2 Plot Plan
Page 3 System Sizing & Cross-Section
Page 4 Filter Specs
Page 5 Maintenance Information
Page 6 Management Plan
Page 7 St. Croix Cty Septic Tank Maintenance Form
Page 8 Warranty Deed
Page 9 CSM or Plat
Attachments: Soil Test & House Plans
Designer/Plumber: 16gjo cense Number: a-7 ?99Q
Date: 9FZ ~l Phone Number 91Ssx-6 ` 3 y.;2 L
Signature
Designed pursuant to the In-Ground Soil Absorption Component Manual for POWTS Version 2.0 SSO-10705-P (N.01101).
Page 1
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Soil Absorption System Cross Section
boo , A
Final Grade
4° Schedule 40
PVC Vent Pipe
With Vent Cap ft
Leaching C;S; 6 ft
Chamber gy-eaation
3 ft ft
Soil Absomtlon System Plan View
GS ft
-j!--
i
Leaching Trench 9
MEE
' ~ =-ft Vent Or Observation Pipe Chambers
4" pia.
Trench 2 Header
Leaching Chamber Specifications
Manufacturer And Model
EISA Rating e sq ft per chamber Soil Application Rate 7 gpd/sq ft
gpd Design Flow Soil Application Rate j EISA = 3 'L Chambers
2 rows of chambers each,
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POWTS OWNER'S MANUAL. & MANAGEMENT PLAN Page of
FILE INFORMATION SYSTEM SPECIFICATIONS
EOwner a-vy r yy Septic Tank Capacity Q®~! al ❑ NA '0' AfAl # Sept
ic Tank Manufacturer r ❑ NA
~ C,Se
DESIGN PARAMETERS Effluent Filter Manufacturer 00'~N%y /L / ❑ NA
Number of Bedrooms 15, ❑ NA Effluent Filter Model ❑ NA
Number of Public Facility Units ❑ NA Pump Tank Capacity al ❑ NA
Estimated flow (average) Lf3 Q allda Pump Tank Manufacturer shy ❑ NA
Design flow (peak), (Estimated x 1.5) gal/da Pump Manufacturer ❑ NA
Soil Application Rate al/da /ft2 Pump Model ❑ NA
Standard Influent/Effluent Quality Monthly average* Pretreatment Unit ❑ NA
Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter
Biochemical Oxygen Demand (BODE) 5220 mg/L ❑ NA ❑ Mechanical Aeration ❑ Wetland
Total Suspended Solids (TSS) 5150 mg/L ❑ Disinfection ❑ Other:
Pretreated Effluent Quality Monthly average Dispersal Call(s) ❑ NA
Biochemical Oxygen Demand (BODE) 530 mg/L ❑ In-Ground (gravity) ❑ In-Ground (pressurized)
Total Suspended Solids (TSS) 530 mg/L ❑ NA ❑ At-Grade ❑ Mound
Fecal Coliform (geometric mean) 510° cfu/100ml ❑ Drip-Line ❑ Other:
Maximum Effluent Particle Size Ya in dia. ❑ NA Other: ❑ NA
Other: ❑ NA Other: ❑ NA
Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA
MAINTENANCE SCHEDULE
Service Event Service Frequency
Inspect condition of tank(s) At least once every: month(s) (Maximum 3 years) ❑ NA
ear(s)
Pump out contents of tank(s) When combined sludge and scum equals one-third (Y3) of tank volume ❑ NA
Inspect dispersal cell(s) At least once every: ❑ month(s) (Ma)imum 3 years) ❑ NA
_ 3 'year(s) _
month(s) ❑ NA
Clean effluent filter At least once every: year(s)
~
~
Inspect pump, pump controls & alarm At least once every: ❑ month(s) ❑ NA
❑ year(s)
Flush laterals and pressure test At least once every: '0 month(s) ❑ NA
❑ year(s)
Other: At least once every: ❑ month(s) ❑ NA
❑ year(s)
Other:
❑ NA
MAINTENANCE INSTRUCTIONS
Inspections 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 visually 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.
When the combined accumulation of sludge and scum in any tank equals one-third (Y) or more of the tank volume, the entire
contents of the 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 certified POWTS Maintainer.
A service report shall be provided to the local regulatory authority within 10 days of completion of any service event.
START UP AND OPERATION Page of
For new construction, prior to use of the POWTS check treatment tookO fair the presence of painting products or other chemicals
that may impede the treatment process and/or dair"gb the dlapqreoo oaille?; If high concentrations are detected have the contents
of the tankls) removed by a septage servicing operator prior 16 use.
System start up shall not occur when soil conditions are frozen at the Infiltrative surface.
During power outages pump tanks may fill above normal hlohwater lavols, When power is restored the excess wastewater will be
discharged to the dispersal cellls) in one large dose, &arlgadinp t6o asilis) and may result in the backup or surface discharge of
effluent. To avoid this situation have the contents of the pUrnp tpO r0rt)6yed by a Septage Servicing Operator prior to restoring
power to the effluent pump or contact a Plumber or )ii6WTIB Mlalntalnor to assist in manually operating the pump controls to
restore normal levels within the pump tank.
Do not drive or park vehicles over tanks and dispersal palie. Do not grlve or park over, or otherwise disturb or compact, the area
within 15 feet down slope of any mound or at-grade soil absorption area.
Reduction or elimination of the following from the, woo,lowlrater iltra mdly improve the performance and prolong the life of the
POWTS: antibiotics; baby wipes; cigarette butts; prtr{{tqq')e; _pottpll degreasers; dental floss; diapers; disinfectants; fat;
foundation drain (sump pump) water; fruit and vodetabIs pa iln e; daa~l a; grease; herbicides; meat scraps; medications; oil;
painting products; pesticides; sanitary napkins; tamp' o , ; and wotot s6ft0fillr iOnne.
ABANDONMENT
When the POWTS fails and/or is permanently takers out of service the following steps shall be taken to insure that the system is
properly and safely abandoned in compliance with chapter Cor6rn 0,33, Wialoonsin Administrative Code:
• All piping to tanks and pits shall be disconhooted 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 end remgv0d or their covers removed and the void space filled with
soil, gravel or another inert solid material.
CONTINGENCY PLAN
If the POWTS fails and cannot be repaired the fotliowirig msosures hoo been, or must be taken, to provide a code compliant
replacement system:
❑ A suitable replacement area has been evaluated find maiy be Utlliaeg for the location of a replacement soil absorption
system. The replacement area should be proteptod from dis3turfailn99 and compaction and should not be infringed upon by
required setbacks from existing and proposed atfiaoturdi lot line i Ahd wells. Failure to protect the replacement area will
result in the need for a new soil and site oval 'yotion to astal41,0 a 0 table replacement area. Replacement systems must
comply with the rules in effect at that time.
❑ A suitable replacement area is not available due to setback andlpr soil limitations. Barring advances in POWTS
technology a holding tank may be installed a,a d ~bst re ors to rep q* a the failed FOWTS.
N1A13 The site as not en evaluated to identify d sulteglp repipoeMaht area. Upon failure of the POWTS a soil and site
1V evaluation be performed to locate a suitable ra01scolhont arum. if no replacement area is available a holding tank
may b ' talle s a last resort to replace the fail d NoyA ts:
C] Mound and at-grade soil absorption systems May be rocipnllitrWattld in place following removal of the.biomat at the
infiltrative surface. Reconstructions of such sygema rnust deMply wjth the rules in effect at that time.
< <WARNiNG> >
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN W4AL PASSES AND/OR INSUFFICIENT OXYGEN. DO NOT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TA14iE O N60 ` Y 01#00MOTANCES. DEATH MAY RESULT. RESCUE OF A
PERSON FROM THE INTERIOR OF A TANK MAY BE I t$11P110ULT CSR (NiPi~6$ISLE.
ADDITIONAL COMMENTS
POWTS INSTALLER P TAiNER
Name `►A 11 Name
Phone "71 !S 3,? Pt OMO
SEPTAGE SERVICING OPERATOR {PUMPER): IIATORY AUTHORITY
Name Name
. n
77 Phone Phone 7 -
This document was dratted in compliance with chapter Comm >ta4~$$1 :(6){1)!4)kjf) and 01t .64(1). (2) & (3), Wisconsin Administrative Code.
ST. CROIX COUNTY
SAC TANK MAINTENANCE AGREE&T
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer 4 de,-
Mailing Address - r rnl Z
Property Address o1. e_,k e.:Ll I (ems v1~
(Verification required from Planning & Zoning Department for new construction.)
City/State' 1) A,<o V) w Parcel Identification Number
LEGAL DESCRIPTION ' I f
Property Location 6(1) t/a , t/a , Sec., T Jgf5R C , Town of f'I I I~ d~ o l'~
i
Subdivision Lot #
Certified Survey Map # , Volume , Page #
Warranty Deed # , Volume , Page #
Spec house yes no Lot lines 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 waste disposal system. Owner maintenance
responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Cibix 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, 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 full of sludge.
I/we, 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.
I/we certify that all statements on this form are true to the best of my/our knowledge. I/we am/are the owner(s) of the
property described above, by virtue of a warranty deed recorded in Register of Deeds Office.
Number of bedrooms
1L/ l X11
SI ATURE 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)
8 0 x34025295 9
STATE BAR OF WISCONSIN FORM 6 - 2000 940286
BETH PABST
Document Number SPECIAL WARRANTY DEED REGISTER OF DEEDS
ST. CROIX CO., WI
THIS DEED, made between AnchorBank, fsb, Grantor, and Lawrence J. 08/17/2011 3.47 PM
Duder and Barbara J. Porten*Grantee. EXEMPT#• NA i
Grantor, for a valuable consideration, conveys to Grantee the following REC FEE: 30.00
described real estate in St. Croix County, State of Wisconsin (the TRANS FEE: 214.50
"Property"): j PAG ES: 1 +
Lot 65, Block 7, Plat of The Glen, in the Town of Hudson, St. Croix J
County, Wisconsin.
*husband and wife as survivorship
marital property
Recording Area
I
Name and Return Address:
Land Title Inc. File # 363389
2200 W. Cty Rd C. Ste 2205
Roseville, N N 55113
I
Together with all appurtenant rights, title and interests. 020-1419-10-000
Parcel Identification Number (PIN)
This is not homestead property.
Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances, arising by,
through or under Grantor, except
Dated this9thClay of August, 2011.
Anch r Bank, fsb
James D. I-ioem e, -RTO rortfolio Manager
AUTHENTICATION ACKNOWLEDGMENT
Signature(s) STATE OF WISCONSIN )
DANE COUNTY. ) s .
authenticated this I st day of August, 2011 Personally came before me this day of
S;4 1)1the above named AnchorBank,
sb to me nown to he person(s) who executed the foregoing
TITLE: MEMBER STATE BAR OF WISCONSIN nstrutn and ac I ame. **James D. Hoenite,
WI-RED Rtxtfolio Mttager of
(]f not,
authorized by § 706.06, Wis. Stats.)
THIS INSTRUMENT WAS DRAFTED BY Notary Public, State of Wisconsin
My commission is permanent. (If not, state expiration date:
C g11tN11N~jhH
LiA
Larry S. Mountain, Attorney at Law ✓`~O ~4 VZ
(Signatures may be authenticated or acknowledged. Both are not necessary.) -QY
*Names of persons signing in any capacity must be typed or printed below their signature. ~y OwM Z
SPECIAL WARHA.NTY DEED STATE BAR OF WISCONSIN FORM
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Wisconsin Department of Commerce SOIL EVALUATION REPORT 1119
Page 1 of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Soil Service
Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel LD.
Please print all information. _ R ewed B Date
Personal information you provide may be used for secondary pu yerr~s 15.04 1) (m)).
Property Owner Prop rty Location
Sienna Co ion l'U,~ lwh~ " Govt_ t SW 1/4 NE 19 S 20 T 29 N R 19 W
Property Owner's Mailing Address r~ Ztir'~ tot # Block #t. Subd. Name or CSM#
4940 Viking Dr, Suite 608 651 'p- The Glen (Z(v city R-Wi r? State Zip Cod Phon_ #
p Nt~±nbrty Village Tanm Nearest Road
MN 55435 S2 - Hudson Carmichael Rd.
K New Construction Use: y Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe:
Parent material Pitted outwash Flood plain elevation, if applicable na
General comments
and recommendations: System elevation 99.30ft, trenches spaced and depth to code_3.50ft below grade
W aAtA S ,alb a'c~
Boring # Boring
Pit Ground Surface elev. 102.80 ft. Depth to limiting factor 96 in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
*Eff#1 *Eff#2
1 0-9 10yr3/3 none sil 2msbk mfr gw 1f .5 .8
2 9-25 10yr4/4 none sicl 2msbk mfr gw 1f .4 .6
3 25-36 7.5yr4/4 none Is osg mvfr cs na .7 1.2
4 36-9 7.5yr4/6 none ms osg ml na na L-D 1.2
ni, O~p
Boring # _ Boring
r✓1 Pit Ground Surface elev. 102.80 ft. Depth to limiting factor 96 in. FSoil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
*Eff#1 *Eff#2
1 0-8 10yr3/3 none sil 2msbk mfr gw 1f .5 .8
2 8-26 10yr4/4 none sicl 2msbk mfr gw 1f .4 .6
3 26-37 7.5yr4/4 none Is osg mvfr cs na .7 1.2
4 37-96 7.5yr4/6 none ms osg ml na na C~ 1.2
/ %.Ikk
* Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 S.30 mg/L and TSS <.30 mg/L
CST Name (Please Print) Signature CST Number
David J. Steel 248956
Address Steel Soil Service Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, WI 54017 9/11/2002 715-246-5085
Property owner Sienna Corporation Parcel ID # pending Page 2 of 3
3 ] Boring # Boring
V; Pit Ground Surface elev. 100.30 ft. Depth to limiting factor 96 in. Soil Application Rate
F
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f?
"Eff#1 "EfW
1 0-12 10yr3/3 none SO 2msbk mfr gw 1f .5 .8
2 12-23 10yr4/4 none sici 2msbk mfr gw 1f .4 .6
3 23-44) 7.5yr4/4 none cos osg mvfr cs na .7 1.6
4 44-96 7.5yr4/6 none ms osg ml na na .7 1.2
❑ 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/ftz
'Eff#1 'Eff#2
❑ Boring # Baring
Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPM'
'Eff#1 "Eff#2
' Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BOD5 S_30 mg/L and TSS < 30 mg/L
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> Page 3 of 3
STEEL'S SOIL SERVICE
David J. Steel 1564 Cty Rd GG
CST-POWTSM Sienna Corporation New Richmond, WI 54017
Lic. # 248956 SW1/4,NE1/4,S 20,T29,R19W (715) 246-6200
Town of Hudson, St. Croix Co. (715) 246-5085
The Glen lot 65
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for
your use. The location of the test may or may not be as shown as permanent lot lines were not
established at the time the soil test was conducted. Legend
1" = 40'
♦ =Benchmark El. 100.OOFt
Top of 1/2"pvc pipe
• = Alt Benchmark EIA00.1OR
Top of 1/2" pvc pipe
o = Borings
Boring Elevations
B1 =10180Ft
B2 =102.8OFt
B3 =100.3OFt
B4 00.OOFt
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THE GIMSCONSM
LEN James R. Hill, Inc.
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