HomeMy WebLinkAbout038-1081-10-000
County: St. Croix
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM
Safety and Building Division Sanitary Permit No:
INSPECTION REPORT 592177
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 Township Parcel Tax No: -7 Stratton Farms LLC TOWN OF STAR PRAIRIE 038-1081-10-000
CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No:
I~ &I 1 6.5-1- 19.31.18.339
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER ~'Ny CAPACITY STATION BS HI FS ELEV.
Septic Benchmark
tJ ~~v v a. C01 ~d
✓v~l.. Alt. BMf~ at, 0 ' 0 L 3
Aeration Bldg. Sewer 3, (p
T7_77 St/Ht Inlet S.
Holding
Z Gs
TANK SE JEkACIfjNFORMATION St/Ht Outlet
TANK TO ' - P/L~ WELL BLDG. Vent Air I take ROAD Dt Inlet
~~,C~+tS 6
Septic Dt Bottom
Dosing 7 Header/Man. O 4 ` _
Aeration Dist. Pipe 9L '
Holding Bot. Systems $ Q
PUMP/SIPHON INFORMATION Final Grade 4r. 3 14V -3
Manufacturer Demand St Cover ~_f J
GPM 3 I6L 3
~n•
Model Numbef
TDH Friction Loss System H° TDH Ft
777
Dist. to Well
Forcemain angth D+a
SOIL ABSORPTION YSTEM
BED/TRENCH Width Length No. Of Trenches PIT DIM N~ SIONS No. Of Qs _ Inside Dia..._ Liquid De
DIMENSIONS 5 ~ °i !"E..-,
SETBACK SYSTEM TO P/L BLDG f WELL LAKE/STREAM LEACHING Manufactu
r I~--
INFORMATION CHAMBER OR -=:;%A
Type Of System: UNIT Model Number: o✓`~ C
DISTRIBUTION SYSTEM Pc{ 3g
Header/Manifold 11 Distribution ix Hole Size IX Hole Spacing Vent o Air In ke
Pipe(s) d f~
Length~_ Dia__ Length Dia Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over Depth Over T Depth of Seeded/Sodded Mulched
/
Bed/Trench Center 4 s~ Bed/Trench Edges'`'= psoil YES E] No .1Le ~ No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2:
Location: 2000 90TH ST o~ 6 iL 'L, " 4- to J.C., o v! L
1.) Alt BM Description ot.1%4 s, d1- J A'b Sri dYt
2.) Bldg sewer length = 1 ~sG~a
- amount of cover =
Plan revision Required? ❑ Yes No ' G I 7 L
Use other side for additional information._ -
Date InsepVSignat Cert. No.
SBD-6710 (R.3/97)
r~
I
cotmty
Safety and Buildings Division S REE I B 201 W. Washington Aye., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.)
Madison, 1 07- 62 -
5cl 7.
14C -77
DEVE , ,rc• 8iq umb er
}Pr~Er~ . r Sanitary Permit Application Sy
;oMr4~~e ~ o'~ BFg 6
In accordance with SPS 383.21(2), Wis. Aden Code, submission of this form to the appropriate govemm- _
is required prior to obtaining a sanitary permit Note: Application forms for state-owned POWTS are submitted to Project Address (if different than trailing address)
the Department of Safety and Professional Servies. Personal information you provide may be used for secondary L ~D
purposes in accordance with the Privacy Law, s. 15.04 1) m), Stats.
L Application Information - Please Print All Information
Property Owner's Dame y Parcel 4
L-C
Property Owner's Mailing dress j Property Location 19, 3 1 . 41 , J ~ ~J
R j l 1 Govt. Lot J
City, State r Zip Code Phone Number C y. Section f
Sl ~Sr o
T~N; R le
~EmrW 1
IA-it ~
~,II~.,/. Type of Building (c k all that apply Lot # ~J
2 Family Dwelling - Number of Bedroo Subdivision Name
✓ _ A B lock # ~716 /I
❑ Public/Commercial - Describe LJse ~ ❑ City of
CSM Number ❑ Village of
~ ❑ State Owned -Describe Use '
swn of 5
T C
TJJL~Tyyppe of Permit (Check only ne box on line A: Complete line B if applicable)
ew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ED 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
J
IV. T e ofPOWTS System/Component/Device: (Check all that apply)
Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil C
❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain)
V. Dis rsal/Trea ent Area Information: 8
Design Flow (gPd) Design Soil Application Raze dsf) Dispersal Area Required (sf) Dispersal Area Propose (st) ystem Elevation
J ~7 f 7,s
VL Tank Info Capacity in Total # of Manufacturer
Gallons Gallons Units o d
New Tanks Hx=ng Tanks
U vi Lo
.E C~
Septic or Holding Tank f _
Dosing Chamber f
VII, Responsibility Statement- 1, the undersigned, as esponsibility for installation of the POWTS sbown on the attacbed plans.
Plumber's Name t t} Plum gnature MP/MPRS Number Business Phone Number
Plumber's Address (Street, City, tale, Zip Cod
untv/De artment Use Only
Permit Fee Date sued Issuing ent Si~naiure
pprov
v S
Reason for Denial /b / T
IX- Conditi t~ s e o _l r Dis?pproval
ler on,
CPII ►"If7l~an;:_ 'iCrs.
icement pisnptlaykkd by piu- A
2. Al -,ants Rlcf&6V if tried
as per app i rdinances.
Attacb to complete plans for the system and submit to the County only on paper not less than 8 to z 11 inches in size
SBD-6398 (RR 11/11)
System PLOT PLAN
PROJECT Stratton Farms LLC ADDRESS 8074 Marsh Creek Alcove Woodburv Mn 55125
SW 1/4 SE 1/4S 19 /T 31 N/R 18 W TOWN Star Prairie COUNTY ST. CROIX
SYSTEM ELEVATION 96.0/95.8' 4.5' below grade 11/2/16 BEDROOM 1
DATE
CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 630 LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .2 ABSORPTION AREA 771 # of chambers 38
BENCHMARK V.R.P. Top of 3/4" pipe ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL *H.R.P. same as benchmark
1500' Property Line
Scale = 1/4" = 10'
120'
B-1 30' r -Id OF
2-3' X 78' Cells
with >3' spacing 10' ST 10'
I 1 Bedroom
0' q
B.M.*
B-3
10' 3V
Z~ Garage
3°Io Slope
V n s -2
100' 0 5
Vent
>6" Quick4 Standard All piping shall be ASTM SDR 30/34, within
90th ST. Leaching Chamber 10' of tank, piping shall be ASTM F891
of Cover with 20.0 ft2 of Area
4' Lon 5.6ft^2/pair of end caps
Long 12" Grade at System Elevation 4 34"
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 11/2/16
Owner:Stratton Farms LLC
Location: SW1/4 SE1/4 S19 T31 N,R18W SW SE 90th St. Star Prairie
Manuals Used: In-ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Chamber Cross Secti
4-6. Maintanance and nt' gency Plan
7.Filter Cross Section
r`
Signature- _
License num #226900
System PLOT PLAN
PROJECT Stratton Farms LLC ADDRESS 8074 Marsh Creek Alcove Woodburv Mn 55125
SW 1/4 SE 1/4S 19 /T 31 N/R 18 W TOWN Star Prairie COUNTY ST. CROIX
SYSTEM ELEVATION 96.0/95.8' 4.5' below grade DATE 11/2/16 BEDROOM 1
CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 630 LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .2 ABSORPTION AREA 771 # of chambers 38
BENCHMARK V.R.P. Top of 3/4" pipe ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL *H.R.P. same as benchmark
1500' Property Line
Scale = 1/4" = 10'
120'
B-1 30' M-d
2-3' X 78' Cells
with >3' spacing 10 ST 10'
1 Bedroom
0'
B.M.*
B-3
10'
3% Slope 0' Garage
Vents B-2
100' 100.5'
Quick4 Standard All piping shall be ASTM SDR 30/34, within
90th ST. jL' eaching Chamber 10' of tank, piping shall be ASTM F891
ith 20.0 ft2 of Area
.6ftA2/pair of end caps
Grade at System Elev ation
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 100.5'
Len Grade Vent
3'
4 Septic Tank
5' L5' S' Long Grade at System Elevation
36Grade at System Elevation
Spacing 5'
24 X 78' Cells
Same on other end Observation tube/Vent
At end of cell
A
B
19 chambers per cell
System elevations:
A 96.0'
B-95.8'
POWTS OWNER'S MANUAL & MANAGEMENT PLANp Page of
ILE INFORMATION SYSTEM SPECIFICATIONS
pacity
Owner Septic Tank Ca ❑ NA
al
Permit # Septic Tank Manufacturer 13 NA
rNumber SIGN PARAMETERS Effluent Filter Manufacturer ❑ NA
of Bedrooms ❑ NA Effluent Filter Model ❑ NA
umber of Public Facility Units NA Pump Tank Capacity al ❑ NA
j Estimated flow (average) l a 0 gal/day Pump Tank Manufacturer NA
I
Design flow (peak), (Estimated x 1.5) gal/day Pump Manufacturer NA
Soil Application Rate -21 al/da /fe Pump Model
Standard Influent/Effluent Quality Monthly average* Pretreatment Unit r1\NA
Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter
Biochemical Oxygen Demand (BOD5) <220 mg/L ❑ NA O Mechanical Aeration ❑ Wetland
Total Suspended Solids (TSS) _<150 mg/L ❑ Disinfection ❑ Other.
Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA
Biochemical Oxygen Demand (BO05) 530 mg/1- -Ground (gravity) ❑ In-Ground (pressurized)
Total Suspended Solids (TSS) 530 mg/L -fidNA ❑ At-Grade ❑ Mound
Fecal Colifonn (geometric mean) '104 cfu/10Gm1 ❑ Drip-Line ❑ Other:
Other. ❑ NA
!Maximum Effluent Particle Size Yin dia. ❑ NA
(Other. NA Other: ❑ NA
"Values typical for domestic wastewater and septic tank effluent Other. ❑ NA
IAINTENANCE SCHEDULE
Service Event Service Frequency
At feast once ❑ month(s) (Maximum 3 years) ❑ NA
linspect condition of tank(s) every: 3 ~IZUear(s)
(Pump out contents of tank(s) When combined sludge and scum equals one-third (36) of tank volume ❑ NA
(Inspect dispersal cell(s) At least once every: Q b ❑ year mont(s)hs) (Maximum 3 Years) ❑ NA
/
Olean effluent filter At least once every: ❑ month(s) ❑ NA
"ear(s)
Inspect pump, pump controls & alarm At least once every: p Year(s)s) ❑ NA
I:lush laterals and pressure test At least once every: ❑ month(s) NA
❑ year(s)
(s) NA
ether. At least once every: p year(s)
Other 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
linclude a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of
icembined 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
I-egulatory authority.
I,Nhen the combined accumulation of sludge and scum in any tank equals one-third 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.
15il 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.
Papa of
START UP AND OPERATION the treatment tank(s) for the presence of painting products or other chemicals ti* t
For new construction, prior p use and/od mage the dispersal cell( if high concentrations are detected have the contents of thO
tank(mays) impede removed the by a treatment septagev okes~g operator prior to use.
System start up shall not occur when soil conditions are frozen at the infiltrative surface. will b
During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater ell w le
m the backup or surface d'isc~mar9
discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and ma erresult png back tar prior to restoring power to tnt.
To avoid this situation have the contents of the pump tank removed by a Septag
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. the area writhln
Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact,
15 feet down slope of any mound or at-grade soil absorption area. ff ~
Reduction or elimination of the following from the wastewater stream may improve the perfortnance and prolong the fife of the foundation pOU11T$:
:
cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat: drawn
antibiotics; baby wipes; ble Ins gasoline; grease; herbicides; meat scraps; medications; oil; painting products;
(sump pump) water, fruit and vegeta peel 9 ;
pesticides; sanitary napkins; tampons: and water softener brine.
ABANDONMENT
When the POWTS fails arrcuor is permanently taken out of service the following steps shall be taken to insure that the system is propeflY
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 seated.
• 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 code compGnt
If the POWTS falls and cannot be repaired the following measures have been, or must be taken, to provide a
replacement system:
.CtA suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption systelm.
~ -The replacement area should be protected from disturbance and compaction and should not be infringed upon by requirled
mart area will result in the need
setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replace must comply with the raft in
for a new soil and site evaluation to establish a suitable replacement area. Replacement systems
effect at that time.
0 A suitable replacement 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 replacement 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 rec ~ s the rules ed in place in effect foat that llowing removal of the biomat at the infiltmJive
surface. ReconstrWtions of such systems must comply
<<WARNING>>
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES ANDIOR INSUFFICIENT OXYGEN. DO T
PDEATH MAY RESULT. RESCUE O~ A
ENTER A SEPTIC, PUMP OR OTHER TRH MAY BE NI1~~K UNDER
DIFFICULT O IMPOSSIBLE. MCIRCUMSTANCES.
PERSON FROM THE INTERIOR OF A
ADDITIONAL COMMENTS -
POWTS INSTALLER POWTS MAINTAINER
Name lCcc/
E Name
Phone 6 4 4 Phone
SEPTAGE SERVICING OPERATOR J~WM LOCAL REGULATORY AUTHORITY
Name
Name
/
Phone Phone
E
This docWMtwas dratted in compliance wiith chapter SPS 383.22(2)(b)(1)(d)&(f) and 383.54(1), (2) & (3), Wisconsin AdministraWe Code.
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ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer
~-S7
Mailing Address
ga-ZL
Property Address k Z66P ~d 1q,
(Verification required from Planning & Zoning Department for new construction.)
City/State Parcel Identification Number
LEGAL DESCRIPTION
r
Property Location 1/4 , .e C '/a , Sec. IL, T 9/ N RL4~ W, Town of
Subdivision Lot #
Certified Survey Map # Volume , Page
Volume ~ Page #
Warranty Deed #
Spec house yes n Lot lines identifiable 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, ii 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 wasiz disposal system. Owner3namtmauce
responsibilities are specified in §Comm 83.52(1) and in Chapter 12 - St Croix 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 or n are true to the best of my/our knowledge. Uwe am/are the owner(s) of the
property described above, by virtue of a deed recorded in Register of Deeds Office.
- wt
Number of bedrooms I
SIGNATURE O AP LICANT(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 Uffice and a copy of the certified survey map if
reference is made in the warranty deed
(REV. 08/05)
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7rm-DRAWN TI E: STRATTON RUCTURAL BUILDINGS INC.
BY: ATE: 9/X _ GSALESMAN: DOUG 12926 FIR5T STREET OFFICE (163) 261-4150
BECKER, IIN 55308 FAX (163) 29-4414
. a-DATE: CUSTOMERS INITIAL:
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MCV3F8AYBF9D6
Wisconsin De4liment of C SOIL E Page of
Division of Safety and Poi(d
~J~~I in accordance with Comm 85, Wis. Adm. Codes
! x
Attaq~tesite plan on paper not less than 8 1/2 x 11 inches in size. Plan must s
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. ~t Q
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. ~"e /u v /V -doc
Please print all information. Revi ed by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). /I
Property Owner Property Location I
I Govt. Lot j( J 1/4S~ 1/4 S T31 N R( E (or) No
Property Owner's Mailing Address Lot # Block # Subd. Name CSM#
v -q 41 U ri &Zz'<3
State Zip Code Phone Number
City ❑ City ❑ Village Town Nearest Road
@LNew Construction Use: Cj~,Residential / Number of bedrooms Code derived design flow rate GPD
❑ Replacement n ❑ Public or commercial - Describe:
Parent material . C y~ Flood Plain elevation if applicable ft.
General comments 4/'
and recommendations: `
System Type ( L)-"j ~""j System Elevation
Boring # O Boring J
El Pit Ground surface elev. . Depth to limiting factor in.
- ft
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 •Eff#2
1 ,'f-1- 14 a ,
r, L
t~
r
_ Boring # ❑ Boring
~C Pit Ground surface elev. ft. Depth to limiting factor / in.
Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2
z io ~3 s l f'
Effluent #1 = BOD• > 30 < 220 mg/L and TSS >30 < 150 ` Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) re CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address D to Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 54017 715-246-4516
Property Owner _ Parcel ID # Page of
a Boring # Boring
pit Ground surface elev. ft. Depth to limiting factor W-C in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
0-1 3l S ( ~CD
1
A 11
F-1 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/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Boring
Boring # Ground surface elev. ft. Depth to limiting factor in.
F-1 ❑ Pit
Soil Application Rate
Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Effluent #1 = BO05 > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD, < 30 mg/- 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 (8.6100)
Property Owner _ Parcel ID # Page of
❑ 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/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
r
a(A
❑ 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/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
❑ Boring
Boring # Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Soil Application Rate
Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2
I
Effluent #1 = BOD5 > 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 (8.6/00)
Soil Test Plot Pl
Project Name Stratton Farms LLC S n Bird
Address 8074 Marsh Creek Alcove
Woodbury Mn 55125
TM #226900
Lot Subdivision Dat 11/2/16
S W 1/4 SE 1/4S 19 T 31 N/R18 W Township Star Prairie
❑ Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 3/4" pipe
System Elevation 96.0/95.8 *HRpSame as Benchmark
1500' Property Line
Scale is F = 40'
unless otherwise
noted
120'
B-1 30'
1 Bedroom
0'
B.M.*
B-3
25'
10'
3% Slope 0' Garage
B-2
100' 100.5'
90th ST.
~ a m
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