HomeMy WebLinkAbout026-1306-00-016
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
(ATTACH TO PERMIT) 600301
GENERAL INFORMATION 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:
Overing Homes TOWN OF RICHMOND 026-1306-00-016
CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No:
$ , /p A14- i\ 18.30.18.1623
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER M,' CAPACITY STATION BS HI FS ELEV.
Septic Le !
u Gu 4 Z60 Benchmark L1, IN. / 9 . /
Alt. BM
Fi L; il)n'
An~
Aeration Bldg. Sewer
553 9c, .
Holding St/Ht Inlet
6,e5 q4 , t
TANK SETBACK INFORMATION St/Ht Outlet 4.2-5 9~7 -°I
TANK TO P/ WELL BLDG. Vent Air Intake ROAD Dt Inlet
Septic Z7 Dt Bottom
t
Dosing Header/Man.
Aeration Dist. Pipe •7 S.
Holding Bot. System 7
7.7 45 9'
PUMP/SIPHON INFORMATION Final Grade 95 /oa.
Manufacturer Demand St Cover
O. /O
GPM
Model Number
TDH Lift Friction Loss System Hea Ft
Forcemain Len a. Dist. to Well
SOIL ABSORPTION SYSTEM
BED/TRENCH Width Length
9~ No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS Z_ SETBACK SYSTEM TO v P/L BLD~GWELLLLLAKE/STREAM LEACHING Manufact
INFORMATION CHAMBER OR lumber
Type Q( System: 3~ /JA- _ UNIT Model Number: t
Odb A k Q% ' efe- 4
DISTRIBUTION SYSTEM )j 6 ( LZ a-tL =
504
Header/Manifold/ Distribution x Hole Size x Hole Spacing Vent to it I3tke
Length Dia PipeLe(s)
ngth 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 No L Yes No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2:
Location: 154096TH ST
1.) Alt BM Description =
,
2.) Bldg sewer length = 7,77
-amount of cover =
5 o r•
Plan revision Required? fV rs e
❑ Yes 77 o
Use other side for additional information. _5A
SBD-6710 (R.3/97) Date InsepcMSignatu Cert. No.
County
Division Corm
in s
safety and Bi,~i1d
Safe a 9
~
i I 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.)
r g K Madison, WI 53707-7162
Pte" A1.f 1 2 L017 r~ 1~tst ~y
ST. CROIX COUNTY State Transaeti umber
,ot ~nu~~ ''E i Applic at
In accordance with SPS 38321(2), Wis. Adm. Code, submission of=t " 3DNp~ it I
is required prior to obtaining a sanitary permit Note: APpli ZaZ6~ ale submitted to ~ Project Address (if different than mailing address)
the Department of Safety and Professional Servies. Persona vide n ay be used for secon
purposes in accordance with the Privacy Law, s. 15.04!1 m , ! f
L Application Information - Please Print All Information parcel # +
Property Owner's Name ! ~ ,
Property 1 ocarion ~J Q `I
PropertLyOwner's Mailing Address I
z r • W U
7`a st ~,.1 I Gov/t Loft
City, State Z~Code Phone Number fl ,(J-Section
f-~'~~ (cycle e
T30 N, R or W
II T pe of Building (c eck all that apply)
Subdivision Name l
7y Dwelling-Number of Bedroo Jf
t Block# vl- is l ` t
❑ Public/Commercial-Describe Use V~ ❑ City of
0
CSM Number ❑ Village of
❑ State Owned - Descnbe Use Town of L
III. Type of Permit- (Check only one ox on line A. Complete line B if applicable)
A. ew Syaz 101 Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain)
ern List Previous Permit Number and Date Issued
B- ❑ Permit Renewal 11 Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New I
Before Expiration Owner IV ype of POWTS System/Component/Device {Check sU that apply] Ie 4, - b.
essiaized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in_ of suitable soil
❑ Holding Tank ❑ Other Dispersal Component (expl ❑ Pretreatment Device (explain)
V. Dispersal/Treat ent Area Information: cCJC .r, t/
Design Flow (gpd) Design Soil Application Rat dsf) Dispersal Area Required (s , Dispersal Arg Proposed f) S em El
VI Tank Info Capacity in Total # of Manufacturer w
i J
Gallons Gallons Units w
New Tanks Existing Tanks o - a m ca
! a U m w C7
Septio or Holding Tank 1
Dosing -a..
VII. Responsibility Statemetltl~ 1, the undersigned, assu e r ponsibility for installation of the POVa S shown on the attached plans.
p s Name, Print) t_ Plumf i azure MP/MPRS Number Business Phone N cr
Plumber's Address (Street City: tart p Code - n
5547 rv~'
VIII. unty/De epa eat Use Only
Permit Fee Date Is ed Issuing Ag gnature
Approved tsapprove $ , 12
❑ er Given Reason for enial 'J
iX Conditi asons for Disapproval J
1. tar•k eiiko~ l lilte- i,n•f 3 ~f , a4,
1.1
Cell must all be, ii1ijiLs 44
't.`
as per management. plan p'4 uV NIU UE'..
2. '1Att~l Ac rec,~irsmarr.5 mtf r t. it E . ~/~~G(y✓►C ~d/~ .
n per *Wkrlbl3 c46- / :nfilrlsnr ,
Attach to complete plans for the system and submit to the Coun n1p oa paper not less than 8 t2 z I l in es in sift
SBD-6398 (R. 11/11)
System PLOT PLAN
PROJECT Oeverina Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017
NW 1/4 SE 1/4S 18 /T 30 N/R 18 W TOWN Richmond COUNTY ST. CROIX
SYSTEM ELEVATION 94.0/93.9' 5' below grade 12/11 /17 BEDROOM 4
DATE
CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK
r 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 2" pvc pipe ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL *H.R.P. same as benchmark
18 9'
M.*
37' 30'
91' 2 '
12' 58'
B-3 Vents
96th ST.
ope Scale = 1/4" = 10'
55'
95th St.
B-1 lls with >3' s acing
30'
ST 30'
Pro 4
Bedroom
House
Vent
>6" Quick4 Standard
of Cover Leaching Chamber
with 20.0 ft2 of Area
4' Long 1 5.6ft^2/pair of end caps
34" Grade at System Elevation
All piping shall be ASTM SDR 30/34, within
10' of tank, piping shall be ASTM F891
446' Property Line
Op
f
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 12/11/17
Owner:Oevering Homes
Location: NW1/4 SE1/4 S18 T30N,R18W1540 96th St. Richmond
Manuals Used: In-ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Leaching C mber Cross Section
4-6. Main tana / and Contingency Plan
7. Filter Cro 'j ectio
Signatur
License n tuber #226900
System PLOT PLAN
PROJECT Oeverina Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017
NW 1/4 SE 1/4S 18 /T 30 N/R 18 W TOWN Richmond COUNTY ST. CROIX
SYSTEM ELEVATION 94.0/93.9' 5' below grade DATE 12/11/17 BEDROOM 4
CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK
r 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 2" pvc pipe ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL *H.R.P. same as benchmark
189'
.M.*
37' 30'
91' 2 '
12' 58'
B-3 Vents
96th ST.
1% Slope Scale = 1/4" = 10'
55'
95th St. B-2
B-1 2-3' X 90' Cells with >3' spacing
30'
ST 30'
Pro 4
Bedroom
House
Vent
>6" Quick4 Standard
of Cover Leaching Chamber
with 20.0 ft2 of Area
5.6ft^2/pair of end caps
4' Long 12
Grade at System Elevation
34"
All piping shall be ASTM SDR 30/34, within
10' of tank, piping shall be ASTM F891
446' Property Line
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 99.0'
,jV
ent Grade 411 2LL
~~30/34 Septic Tank
"
5'
lb, vation3 6 " Grade at System Elevation
Spacing- 5'
2-3' X 90' Cells
Same on other end Observation tube/Vent
At end of cell
A
B
22 chambers per cell
System elevations:
A_94.0'
B-93.9'
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of
FILE INFORMATION SYSTEM SPECIFICATIONS
Owner Septic Tank Capacity al ❑ NA
Permit #Septic Tank Manufacturer ❑ NA
❑ NA
ASSIGN PARAMETERS Effluent Filter Manufacturer
41,
Number of Bedrooms ❑ NA Effluent Filter Model ~Zz ❑ NA
i Number of Public Facility Units gNA Pump Tank Capacity al NA
j Estimated flow (average) gal/day Pump Tank Manufacturer NA
i /
i Design flow (peak), (Estimated x 1.5) 60 gal/day Pump Manufacturer NA
Soil Application Rate avda e Pump Model NA
i Standard Influent/Effkjent Quality Monthly average" Pretreatment Unit NA
Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter
Biochemical Oxygen Demand (BOD$) 6220 mg/L ❑ NA 0 Mechanical Aeration ❑ Wetland
Total Suspended Solids (TSS) 5150 mg/L ❑ Disinfection ❑ Other.
Pretreated Effluent Quality Monthly average ;79-Ground ersal Cell(s) ❑ NA
Biochemical Oxygen Demand (BODs) 530 mg/L (gravity) ❑ In-Ground (pressurized)
Total Suspended Solids (TSS) 530 mg/L ❑ At-Grade ❑ Mound
Fecal Coliform (geometric mean) 5104 cfu/100m1 ❑ Drip-Line ❑ Other:
Maximum Effluent Particle Size la in dia. ❑ A Other. ❑ NA
10ther. -AVA Other: 0 NA
*Values typical for domestic wastewater and septic tank effluent. Other ❑ NA
IAINTENANCE SCHEDULE
Service Event Service Frequency
❑ month(s)
linspect condition of tank(s) At least once every: ears (Maximum 3 years) ❑ NA
(.Pump out contents of tank(s) When combined sludge and scum equals one-third ('fa) of tank volume ❑ NA
linspect dispersal cell(s) At least once every: ' month(s) (Maximum 3 years) ❑ NA
_ ear(s)
l~ monthjs} ❑ NA
Olean effluent filter At least once every: ear s
Inspect pump, pump controls & alarm At least once every: ❑ month(s) 13 NA
❑ year(s)
I:lush laterals and pressure test At least once every: ❑ month(s) NA
❑ year(s)
ether. At least once every: ❑ month(s) NA
[3 year(s)
ether: 6'
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
iindude 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 (36) or more of the tank volume, the entire contents of
j:he tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin
Administrative Code.
INN 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 ;roithin 10 days of completion of any service event.
Page of
START UP AND OPERATION for the presence of painting products or other cthemrcais O*t
For new construction, Prior to use of the pOWTS check treatme tank(s) I cell(s). If high concentrations are detected have the contents of thmay impede the treatment process and/or
damage the.dispersa
tank(s) removed by a septage servicing operator prior to use.
System start up shall not occur when soil conditions are frozen at the infiltrative surface. bp_
discharged hwater levels. When power is restored the excess wastewater will
of will nit
the outages dispersal call(s) pump tanks in one may f large above dose, overk> normal a<ii hig ng the cell(s) and may result in the backup or surface discharge
to power
Servicing Operator prior to restoring power to the
SeptagO To avoid this situation have the contents of the pump tank removed by a the Pucontrols to restore normal levels
effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating
the area within
within the pump tank, disturb or compact,
Do not drive or park vehicles over tanks and soil absorption area not drive or park over, or otherwise
15 feet down slope of any mound or im rove the perfortnancs and Prolong the life of the pOWT:
Reduction or elimination of the following from the wastewater stream may p d+snfectants; fit foundation drafin
antibiootics, baby wrpes• cigarette butts; -condoms; cotton swabs; degreasers; dental floss; diapers;
asotine; grease; herbiddes; meat scraps; medications; oil; Painting products;
(sump pump) water, fruit and vegetable peelings; 9
pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONMENT is permanently taken out of service the following steps shall betaken to insure that the system is prope~iy
When and saftheely POWTS abandoned fails in cornand/orpiian 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 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 soil,
. gravel or another inert solid material.
CONTINGENCY PLAN code cornptient
If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a
replacement system' of a replacement soil absorption system.
A suitable replacement area has been evaluated and may be utilized for the location rep
The repiacenvo t area should be protected from disturbance and compaction and should not be infringed upon by requitled
comply will result with ,the e neled
setbacks from existing and proposed structure, lot lines and welts. Failure to protect the replacement area
for a new soli and site evaluation to establish a suitable replacement area. Replacement systems must M90 in
effect at that time. in P01RffS techrwiogN a
❑ A suitable replacement area is not available due to setback and/or soil limitations. Bening advances
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 sail and site evaMoon
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 tailed POWTS.
❑ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative
surface. RewWauctions 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
DEATH MAY RESULT. RESCUE 0 A
ENTER A SEPTIC, PUMP OR OTHER E MAY BE DIFFICULT UUNDER O ,R IMPOSSIBLE.
PERSON FROM THE INTERIOR OF A
ADDITIONAL COMMENTS
POWTS INSTALLER POWTS MAINTAINER y
Name t._~-/ r7
Name a
Phone Phone r J
SEPTAGE SERVICING OPERATOR (PIAPER) LOCAL REGULATORY AUTHORITY
Name c" c
L Name
Phone Phone
This document was drafted in compliance with chapter SK 383.22(2)(b)(1 Xd)&(f) and 383..54(1), (2) & (3), Wisconsin AdminbUs ve Code.
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ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer. QQeuef')11
LAC J 2
Mailing Address
Property Address
(Verification
required from Planning & Zoning Dep nt for new construction.)
City/State Parcel Identification Number
LEGAL DESCRIPTION
Property LocationAl t2 Y4 4-~- %a Sec. 2
' T~ ~ - N R.~ W, Town of
-4-
Subdivision
~ - Lot # ~ •
Certified Survey Map #
, Vol►ame
Page #
Warranty Deed #
Volume Page #
Spec house/
yes no Lot lines ideatifiabl yes no
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
Improper use and maintenance of your septic system could result in its premature failure to
maintenance consists of pumping out the
the System can affect the function of the 9 t1Cc tank every three years or sooner, if needed b handle wastes. Proper
r eP tank as a treatment stage in the waste disposal y a r . opumper. What you Put into
~Ponsibilities are specified in §Corum. 83.52(l) system. Owner
and in Chapter 12 - St. Croix county maintenance
The t3' sanitary Ordinance.
property owner agrees to submit to St Croix County Planning owner and by a master plumber, journeyman kenning &Loning Department a certification form,
wastewater disposal system is in Plumber, restricted plumber or a licensed pumper verifying signed by the
less wastewater 1/3 full of syst udge. Proper operating condition and/or (2) after inspection and nfying that ar the onssite
than sl
Pumping (if necessary), the septic tank is
I/we, the undersigned have read the above
standards set fo requirements and agree to maintain the private sewage disposal system with the
rth, herein, as set by the Department of Co
Certification stating that your septic system has been maintaiinnedcmustbe completed and returned to the St- Croix eP~mem of Natural Resources, State of Wisconsin.
Zoning Department within 30 days of the three year expiration date.
County Planning &
T/we certify that all statements on this
property described above, by
I of virtue nta w run are true to the best of my/our knowledge. I/we am/are the owner(s) of the
deed recorded in Register of Deeds Office.
Number of bedrooms
IGNA OF APPLICAN'T'(S) A /V DATE
DATE
*'"*Amy information that is misrepresented may result in the sanitary permit being revoked by the Planning 8t 'Coning Department.
luclude 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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1.501 ACRES • \-55 \ LOT 10-
65,374 SQ. FT. 1.520 ACRES
LBO=961.2 66.206 SQ. FT.
\ \ t~ • LBO=955.9
i ' 31
~g42
;N LOT 16 "s
i 1.539 AbW!g
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X95 s' LOT 17 6 \ 95
I 1.840 ACRES
80,163 SQ. FT.
r ~ ro LBO=961.2
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Wisconsin SOIL EVALUATION REPORT #1478
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings Schmitt Soil Testing, Inc.
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 I.D.
16
Please print all information.
- - Revi d By Date
Personal information you provide ma)~e°rrs""e{I rgp _)es (Phi cy Law, s. 15.04 (1) (m)). /O O! -
t lF'
Property Owner Property Location
Sienna Corporation Govt. Lot NW1/ , SE S18, T30N, R18W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 TY 16 The Glens Of Willow River
City Sta a Zip a Phone Number City Village Town Nearest Road
Minneapolis M -55435 Richmond 95Th St.
New Construction Use Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement Public or commercial - Describe:
Parent material Outwash Flood plain elevation, if applicable na ft.
General comments
and recommendations: Area is suitable for a conventional system with a OZ gpd/ sqft rating. Possible system elevation for Area
1 is 95.30'.
Boring # Boring
Pit Ground surface elev. 98.85 ft. Depth to limiting factor 102+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ~-Eff1 #'Eff#2
1 0-11 10yr3/1 none sil 2fsbk mfr as 1m,1f .6 .8
2 11-25 10yr4/4 none Sid 2fsbk mfr gw 1vf .4 .6
3 25-40 10yr5/6 none grcos Osg ml cs .7 1.6
4 40-102 10yr6/4 none s Osg ml .7 1.6
1 q
/
710
2•~
Fil Boring # -J Boring
Pit Ground surface elev. _ 99.60 ft. Depth to limiting factor 100+ _in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2
1 0-10 10yr3/1 none I 2fsbk/lmpl mfr as IM 2f .6 .8
2 10-13 10yr3/4 none sil 3msbk mfr gw 1vf .6 .8
3 13-25 10yr4/4 none sl 2msbk mfr gs 1vf .6 1.0
4 25-50 10yr5/4 none grcos Osg ml as .7 1.6
5 50-100 10yr6/4 none s Osg ml .7 1.6
t
Effluent #1 = BODS> 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
Thomas J. Schmitt 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 9/13/2006 715-247-2941
SBD-8330 (R.07/00)
1
Property Owner Sienna Corporation Parcel ID # 16 Page 2 of 3
F Boring # Boring
Pit Ground surface elev. 98.81 ft. Depth to limiting factor 96+ 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#l *Eff#2
1 0-9 10yr3/2 none I 2fsbk mfr as im,2f .6 .8
2 9-18 10yr4/4 none sicl 2fsbk mfr gw 1Vf .4 .6
3 18-23 10yr4/6 none sl 2msbk mfr CS ivf .6 1.0
4 23-38 10yr5/4 none grcos Osg ml as .7 1.6
5 38-96 10yr6/4 none s Osg ml .7 1.6
36
Z.Il.
❑ Boring # Boring
Pit Ground surface elev. ft. Depth to limiting factor ~~•JJJ 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#l *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#t *Eff#2
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L " Effluent #2 = BODS < 30 mg/L and TSS <30 mg/L
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SBD-8330 (8.07/00) Schmitt Soil Testing, Inc.
` Page 3 of
Conducted by: Conducted For.
Schmitt Soil Testing Inc. Name: Sienna Corporation
Thomas J. Schmitt, CST 227429 Address: 4940 Viking Drive Suite 608
1595 72nd St. City, State, Zip: Minneapolis, MN 55435
New Richmond, WL 54017
Phone: 715-247-2941 Subd.Name: The Glens of Willow River
Signature: Lot No.:
Date: Legal Description: Nc, 1/4 SE1%4 S18 T30N R18W
Backhoe pit Township, County: Richmond, St. Croix
Bench Mark El. 100.00' Top of 2" pvc pipe
Alternate Bench Mark El. j ~ Top of Zc c
Slope= Contour Line El. Ali Contour Line Length
I~J /5
Scale V = 40'
~i• ~ r
/E I
r
This Soil and Site Evaluation was completed to fulfill a zoning requirement. It may or may not be in a location suitable for you use.