HomeMy WebLinkAbout020-1417-50-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: 597476
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)j
Permit Holder's Name: City Village Township Parcel Tax No
DELTA CONSTRUCTION TOWN OF HUDSON 020-1417-50-000
CST BM Elev:
-1 nsp. BM Elev: BM Description: Section/Town/Range/Map No:
1 I
20.29.19.2643
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark
Dosing Alt. BM
Aeration Bldg. Sewer
Holding St/Ht Inlet
TANK SETBACK INFORMATION SUHt Outlet
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 r T DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer:
INFORMATION
Type Of System: CHAMBER OR
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 xx Mulched
Bed/Trench Center Bed/Trench Edges Topsoil
Yes jJ No Yes _ No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2:
Location: 438 WREN LN
1.) Alt BM Description =
2.) Bldg sewer length =
- amount of cover =
Plan revision Required? Yes
Use other side for additional information. j ~
SBD-6710 (R.3/97) Date Insepctor's Signature Cert. No.
Safety and Buildings Division Couna
8 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.)
I+` 'Wi 53707-7162
g
vN GBQ74FR 747{0
ermit Application JZ6 ;tale TransactionN
in accordanG;lkdtH"32'9383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit NA
is required prior to obtaining a sanitary permit Note: Application fortes 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 secon
oses in accordance with the Lriyacy Law, s. 15.01(1 m , Stats.
L Application Information - Please Print All Information j f Q.~i C•t t
Property Owners N Parcel #
~U~~J
Property Owner's Mailing Address
Property. Location o . ~ q . 9 . a
Govt. Lot
City, State r
Zip Code Phone Number J Sectio
w 9` ~,l r (dsc one)
II Type of Building (check all that apply) Lot # T t. N; Ear W
or 2 Family Dwelling -Number of Bcdroo Subdi on Nam
of 4AZ
❑ Public/Commercial - Describe Use j
✓N, l`v/f ❑ City of
❑ State d-Describe Use
r r CSM Number ❑ tllage of
Ge~CS ~ IBS of
III. Type of Permit: (Check only one boy o line A. Complete line B if applicable) ~t
A.
ystem 11 Replacement System ❑ Treahnent/Holding Tank Replacement Only ❑ Other Modification to Existing System (cxplain)
B. ❑ Permit Renewal 11 Permit Revision ❑ Change of Plumber 11 Permit Transfer to New List Previous Permit Number and Date Issued
Before Expiration Owner
IV T ofPOWTS System/Component/Device: Check all that apply)
r^ Found ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 ¢i of suitable soil ❑ Mound < 24 in. of suitable soil
❑ Holding Tank ❑ O er Dispersal Component (explain) ❑ Pretreabnent Device (explain) r U
V. Dis rsal/rrea ent Area Information:
Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required f) Dispersal Area oposed (st) Elev n
- t.
>
Tank Info Capacity in Total # of Manufacturer
Gallons TGallons Units 2 0 ~ yrg
New Tanks
~
Existing Tanl~
1 ~ a. U ~ ~ ~ iy C7 ~
Sepric or Holding Tank
Dosing Chamber
VII. Responsibility Stateme - I, the undersigned, espousibility for installation of the POWTS shown on the attached plans.
P s Name (Print), Pl f ignature MPlIviPRS.Number Business Phone
12 Z
Piton 's,*_40ress (Street, City, tare, (Code)
VIII. Couniv/De artment Use Only
proved
rve Permit Fee Da lssu Issuin ent Signature
s S°Cs~ J7
❑ Ows n Reason for Denial
IX. Couditi W
19 , for Disapproval
1. :;ept tanks of km tifte* ~~ni 3
L ciis-W,,.ai co must an be set, ices ! 110E in r ec )
_",W TW.meat plan prorideri by plumbe . 0
2. 'Al W1440 must be rkUntFir,Ed
•e per appkdUa code V*r1anae/E. 4 ~ ~a INke-e - ~i2-g~Z S
Attach to complete plans for the sy4tr and submit to the County only on paper not less than 8 in z 11 inches In Sim
SBD-6398 (R. 11/11)
System PLOT PLAN
PROJECT Delta Construction ADDRESS 202 W 2nd St. Hudson Wi 54016
NE 1/4 NW 1/4S 20 /T 29 N/R 19 W TOWN Hudson COUNTY ST. CROIX
SYSTEM ELEVATION 95.5/94.5' 4.5' below grade DATE 8/31/17 BEDROOM 4
CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK
1255 gallons LIFT TANK SIZE DOSE TANK SIZE
MOUND SEPTIC TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 891 # of chambers 44
BENCHMARK V.R.P. Top of 1/2" pvc pipe ASSUME ELEVATION 100" Filter Lifetime Filter
❑ BOREHOLE O WELL *H.R.P. same as benchmark
58'
Scale = 1/4" = 10' Property
103' Line
8% Slope
B-3
97' 56'
2-3' X 90' cells with >3' spacing
Vents
98'
53'
99'
81 B-2 14'
100' -1
30'
B.M.* 134'
S
30' 155'
Pro 4
Bedroom
House Vent
v,,,. >6„ Quick4 Standard
of Cover Leaching Chamber
with 20.0 ft2 of Area
5.6ft^2/pair of end caps
All shall be ASTM SDR 30/34, within 4' Long 12
piping ~ Grade at System Elevation
10' of tank, piping shall be ASTM F891 34"
Wren Lane
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 8/31/17
Owner: Delta Construction
Location: NE1/4 NW1/4 S20 T29 N,R19W 438 Wren Lane Hudson
Manuals Used: In-ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Leaching Chamber Cross Section
4-6. Maintenance d Contingency Plan
Signature
License num #226900
System PLOT PLAN
PROJECT Delta Construction ADDRESS 202 W 2nd St. Hudson Wi 54016
NE 1/4 NW 1/45 20 /T 29 N/R 19 W TOWN Hudson COUNTY ST. CROIX
SYSTEM ELEVATION 95.5/94.5' 4.5' below grade 8/31/17 4
DATE BEDROOM
CONVENTIONAL CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 891 # of chambers 44
BENCHMARK V.R.P. Top of 1/2" pvc pipe ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE (DWELL *H.R.P. same as benchmark
'
Scale = 1/4" = 10' 58'
Property
8% Slope 103' Line
B-3
97' 56'
2-3' X 90' cells with >3' spacing
98 , Vents
53
99' '
81, B-2 14'
100' -1
30'
B.M.* 134'
S
30' 155'
Pro 4
Bedroom
House
Vent
>6" Quick4 Standard
of Cover Leaching Chamber
with 20.0 ft2 of Area
12" 5.6ft^2/pair of end caps
All piping shall be ASTM SDR 30/34, within 4' Long
10' of tank, piping shall be ASTM F891 34„ Grade at System Elevation
Wren Lane
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 100.0'
Ivent Grade Vent
4"
f~30/34 Septic Tank 3
5'
5' Long 1
3 6Grade 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-95.5'
r B-94.5'
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 100.0'
Vent Grade Vent
3' 4" 3'
A~30/34 Septic Tank
5' Long 1 5' S' Long 1
3 6" Grade at System Elevation Grade at System Elevation
Spacing 5'
24 X 90' Cells
Same on other end Observation tube/Vent
At end of cell
A
B
22 chambers per cell
System elevations:
A 95.5'
r B-94.5'
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of
FILE INFORMATION
O
ef SYSTEM SPECIFICATIONS
One # Septic Tank Capacity J 11 NA
Septic Tank Manufacturer ❑ NA
DESIGN PARAMETERS Effluent Filter Manufacturer
Number of Bedrooms ❑ NA
O NA Effluent Filter Model ❑ NA
Number of Public Facility Units
Pump Tank Capacity j Estimated flow (average) al NA
Ci aVda Pump Tank Manufacturer NA
Design flow (peak), (Estimated x 1.5) {
gal/day Pump Manufacturer NA
Soil Application Rate
aUda /ft2 Pump Model ❑
Standard Influent/Effluent Quality Monthly average Pretreatment Unit NA
Fats, Oil & Grease (FOG) s30 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter
Biochemical Oxygen Demand (BODs) <220 mg/L ❑ NA ❑ Mechanical Aeration ❑ Wetland
Total Suspended Solids (TSS) <150 mg/L ❑ Disinfection O Other.
Pretreated Effluent Quality Monthly average Dispersal Cell(s)
Biochemical Oxygen Demand (BON) 530 m 13 NA
Total ~ round (gravity) ❑ In-Ground (pressurized)
Suspended Solids (TSS) 530 mg/L ❑ At-Grade ❑ Mound
Fecal Coliform (geometric mean) 5104 cfu/100m1
❑ Drip-Line ❑ Other:
Maximum Effluent Particle Size ❑ NA Other.
' in dia.
Other. El NA
NA Other:
❑ NA
Values typical for domestic wastewater and septic tank effluent Other.
❑ NA
IAINTENANCE SCHEDULE
Service Event
Service Frequency
Ilnspect condition of tank(s) At least once every: month(s)
ears (Maximum 3 years) ❑ NA
(Pump out contents of tank(s) When combined sludge and scum equals one-third ('fa) of tank volume
❑ NA
Ilnspect dispersal cell(s) At least once every: O,month(s)
ears (Maximum 3 years) ❑ NA
ji(y
Clean effluent filter At least once every: month(s}
ear(s) ❑ NA
Inspect pump, pump controls & alarm At least once every: ❑ month(s)
❑ year(s) NA
l9ush laterals and pressure test At least once every: ❑ month(s)
ether. ❑ year(s) NA
At least once every: 13 month(s)
ether: ❑ year(s) NA
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
immbined 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 ('!a) or more of the tank volume, the entire contents of
I:he tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin
lkdministrative Code.
I~il other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units,
land 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.
START UP AND OPERATION Page of
For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that
may impede the treatment process and/or damage thp..dispersal cell(s). If high concentrations are detected have the contents of thO
tank(s) removed by a septage servicing operator prior to use.
System start up shall not occur when sod conditions are frozen at the infiltrative surface.
During power outages pump tanks may fill above normal highwater levels. When power is resWed the excess wastewater will bye
discharged to the dispersal cep(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent.
To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to V*
effluent pump or contact a Plumber or POWTS Maintainer 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 cells. Do not drive 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 wastewater stream may improve the performance and prolong the life of the POWT$:
antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disnrdechants; fat; foundation drain
(sump pump) wafer; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medics ions; oil; 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 prope(ty
and safely 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 filled with soil,
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 c ompNont
rep system:
~Te uitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system.
replacement area should be protected from dishabarue and compaction and should not be infringed upon by requliled
setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the neled
for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in
effect at that time.
❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology 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 sal and site evaluation
must be performed to locale a suitable replacement area. If no replacement area is available a holding tank may be instaliedl as
a last resort to replace the failed POWTS_
❑ Mound and at-grade soil absorption systems may be rued in place following removal of the biomat at the infiftrafive
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 ANDIOR INSUFFICIENT OXYGEN. DO NOT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANIf UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE O~ A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE.
ADDITIONAL COMMENTS
POMtTS INSTALLER POWTS MAINTAINER
Marne <
i rt t j'< ° Name
Phone
Phone / - ~ j
SEPTAGE SERVICING OPERAT R PUMPER LOCAL REGULATORY AUTHORITY
L Name y^ r
J E Name ~f h c
Phone Y 1) f a Phone - LIZ'
l
This daxsnW was dratted in compuance with chapter WS 383.22(2xb)(1)(d)&(1) and 38 tU(1), (2) & (3), Wisconsin Administrative Code.
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ST. CROIX COUN -yC
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer X,.,,
u~J
Mailing Address
Property
{fie IAW'on required from Planning & Zoning Department f ne c an,)
city/State Parcel Identification Number ' r
LEGAL DESCRYPTION
Properly Location PNJ E. %4 , Sec (
T N RW, Town of u,/
Subdivision
~ Lot #
Certified Survey Map #
Vc:•lume page #
Warranty Deed #
Volume
. Page #
Spec house yes no Lot line` identifiabl r
no
SYSTEM ~ZAINTENANCE AND OWNER CE ON
ImprOPer use and penance of your septic system could result in its premature failure to handle wastes. Proper
mair~esrance consists of pun pmg out the septic tank every three years or sooner, it
the system can affect the fiction of the septic needed, by a licensed Opumper wner maintenance What you put mio
responsrbilities are tank as a went stage in the wash disposal system. Owner
specified in Women. 83.52(1) and in Chapter 12 - St Croix County Sanitary Ordinance.
lie owner property owner agrees to submit to St Croix County Planning & Zon and a by master plumber, journeyman plumber, ~ Depardneat e a certification foe signed
by the
wastewater, disposal restricted plumber or a licensed pumper verifying that (1) the on-site
less than w1/3 astewater
system Is m proper operating condition and/or (2) after inspection and Bumping (if necessary), c tank is
full of
Uwe, the =dersigned have read the above requirements and
standards set forth, herein, as set by the Department of Commerce and agree to
the De maintain the private sewage disposal system with the
Certification stating that your septic system has been t of Natural Resources, State of Wisconsin.
Zoning Department within 30 days of the three year maintained
must be completed and retuned to the St. Croix County Planning &
Y expiration date.
Uwe certify that all statements on this form are true to the best of my/our knowledge. Uwe amlam the o
mperty described above, by recorded in Register of Deeds Office, owner(s) of the
Number of bedrooms
GNATURE OF APPLICANT(S)
DATE
***Any information that is
mnepresented may result in the sanitary permit being revoked by the Planning & Zoning Deparftnent
1whide reference t is the ma s apphc on a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if
warranty deed.
(REV, 08!05)
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` Wisconsin Department of Commerce SOIL EVALUATION REPORT 1147
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%2 x 11 inches in size- Plan must County
include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I. D. CC. v
Please print all information.
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)) weaved By Date
Property Owner
f ;;Property Location
Sienna Corporation t Govt L4 ~~.D~/4 NW19 S 20 T 29 NR 19 W
Property Owner's Mailing Address s Lot # Block # Subd. Name or CSM#
4940 Viking Dr, Suite 608
f 49 -f+s The Gfen~ t< l
city c~'ia State Zip Cod@ Phone Number
j pity Village V Town Nearest Road
r MN 554351 90-z- 935- lzko?, Hudson Carmichael Rd.
New Construction Use: 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 ~~yy e
and recommendations: System elevation 95.80ft, trenches spaced and depth to code Oft bblow grade
Boring # Boring
e, Pit Ground Surface elev. 99.80 ft. ORa rz
Depth to limiting factor 96 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
"Eff#1 *Eff#2
1 0-10 10yr3/4 none sl 2msbk mfr cs 1f .5 .9
2 10-26 7.5yr4/4 none is osg mvfr gw na .71 1.2
3 26-96 7.5yr4/6 none ms osg ml na na C7) 1.2
/ I ~~I
i o N I/ L
l
Boring # Boring
Pit Ground Surface elev. 99.80 ft.
Depth to limiting factor 96 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
'Eff#1 'Eff#2
1 0-17 10yr3/2 none sil 2msbk mfr gw 1f .5 .8
2 17-36 7.5yr4/4 none sicl 2msbk mfr cs na .4 .6
3 36-96 7.5yr4/6 none ms osg ml na na 1.2
' Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 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 017 9/19/2002 715-246-5085
Property Owner Sienna Corporation Parcel ID # pending Page 2 of 3
3 ] F Boring # Boring
W,'
Pit Ground Surface elev. 96.50 ft. Depth to limiting factor 96 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
1 0-9 10yr3/2 none I 2msbk mfr gw 10 .5 .8
2 9-24 10yr4/4 none sic[ 2msbk mfr gw 1f .4 .6
3 2424 10yr4/4 none scll 2msbk mfr cs na .4 .6
4 36 6 7.5yr4/4 none cos / osg mvfr cs na ~73 1.6
5 60-96 7.5yr4/6 none ms osg ml na na .7 1.2
1g, / s
=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
*Eff#1 *Eff#2
❑ Boring # Boring
Pit Ground Surtaceelev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <._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
Page 3 of 3
STEEL'S SOIL SERVICE
David J. Steel 1564 Cty Rd GG
CST-POWTSM Sienna Corporation New Richmond, WI 54017
Lic. 4 248956 NE1/4,NW1/4,S 20,T29,R19W (715) 246-6200
Town of Iludson, St. Croix Co_ (715) 246-5085
The Glen lot # 49
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. 100.00Ft
Top of '/2" pvc pipe N
• = Alt Benchmark E1.99.80Ft
"fop of 1/2" pvc pipe
❑ = Borings
Boring Elevations
BI =99.80Ft
B2 =99.8OFt
B3 =96.50Ft
B4 =00.OOFt
13y
ley
J 66
k4
i ~ -0
Y
Page 3 of 3
STEEL'S SOIL SERVICE
David J. Steel 1564 Cty Rd GG
CST-POWTSM Sienna Corporation New Richmond, WI 54017
L1c. # 248956 NE1/4,NW1/4,S 20,T29,R19W (715) 246-6200
Town of Hudson, St. Croix Co. (715) 246-5085
The Glen lot # 49
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
I" = 40'
♦ = Benchmark El. IMOOR
Top of ''/z" pvc pipe N
• = Alt Benchmark E1.99.8017t
Top of Y2" pvc pipe
o = Borings
Boring Elevations
BI =99.8OFt
B2 =99.80Ft
B3 =96.5OFt
B4 =00.OOFt
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Alp
X
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.71
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00
100
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