HomeMy WebLinkAbout030-1096-10-400
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County:
Safety and Building Division St. Croix
INSPECTION REPORT Sanitary Permit No
GENERAL INFORMATION (ATTACH TO PERMIT) 592240
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
Bryan Citrowske TOWN OF SAINT JOSEPH 030-1096-10-400
CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No:
8m 05 32.30.19.350E
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
I /
Septic CJ Benchmark
% Alt. BM
r~~' 11.x, a ~ 3 • 3
Aeration Bldg. Sewer
~O• 0 ✓ p + ~p
Holding
St/Ht Inlet
7z cr7,yr
TANK SETBACK INFORMATION St/Ht Outlet -7.3 of 7,
TANK TO AP/; WELL BLDG. (!:nt,11 Air Intake ROAD Dt Inlet
Septic Dt Bottom O \
Dosing Header/Man.
Aeration 0 •q+ q- T5 - Z
71 Qist. Pipe
Holding 4
Bot. System 10 . Z
iQ r ,
PUMP/SIPHON INFORMATION Final Grade
5.6
Manufacturer Demand
St Cover
GPM Fes; ~~r 3 05.3
Model Num
TDH Li Friction Loss System He TDH Ft
Forcemain Length Dia. Dist. to Well
SOIL ABSORPTIO SYSTEM
BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia` Liquid Depth
DIMENSIONS ,3 z -77
2.01. ckkkl
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer
INFORMATION III ,
Type Of System: CHA UBER OR
66 ow a~•~ MoN,mb~r: , / h
DISTRIBUTION SYSTEM 5oJ f-l/e u b
Header/Manrfol/ / Distribution x Hole Si x Hole Spa n~L p Vent tq Air Intake
t/ Pipe(s) ` iWl
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 Topsoils
Yes E' No Yes No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection `#1: Inspection #2:
Location: 1213 TROUT BROOK RD N a
1.) Alt BM Description= F-44-4--_ rN,
2.) Bldg sewer length = 7 h
- amount of cover = GU
Plan revision Required? Yes 5 /
Use other side for additional information.
L~j L4 5
SBD-6710 (R.3/97) Date Insepctor's Sig ure Cert. No.
County
r 1 Safety and Buildings Division
201 W. Washington Ave., P.O. Box 7162 Sanitary etmit Number '(to be filled in by Co.)
Madison, Wl 53707-7162
t t.
Sanitary Permit Applic Stale Transaction Number
In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this fc
is required prior to obtaining a sanitary permit Note: Application forms for state-owned POWTS are submitted ifl Project Address (if different than mailing address)
the Department of Safety and Professional Servies. Personal information you provide may be used for secondary
ores in accordance with the Privae Law, s. 15.04(1) m), Stats, ,
I. Application Information -Please Print All Information
Cc .
Property Owner's Name
Parcel #
Property Owner's Mal Addrms Property Location
V E ~ t z t'/ i r l ' /v Yt Govt t 23
City, State bet
Lip Code Phone
t/y1/,, Section
~[itty ) !l (.r / l ' 1 r.~ / ~f {
one
II. Type of Bailding heck all that apply) Lot # T30 N; R or
1 or 2 Family Dwelling -Number of Bedroo Subdivision Name
Bloc
❑ Public/Commercial -Describe Use N (J~`K - ~ OJSt~
4 -sue ❑ City of
❑ State Owned - Describe Use CSM Number p ❑ 'Village of
C "0 own of
III. Type of Permit: (Check only o box on line A. Complete tine app tcable)
A-
system D Replacement System D Treatment/Holding Tank Replacement Only D Other Modification to Existing System (explain)
B- ❑ Permit Renewal ❑ Permit Revision Q Change of Plumber D Permit Transfer to New List Previous Pernik Number and Date issued
Before Expiration Owner
IV. ofPOWTS S stem/Com onent/Device: Check all that a I
a Pressurized In-Ground D Pressurized In-Ground Q At-Grade Q Mound 24 in. of suitable soil ❑ Mound < 24 in- of suitable soil
❑ Holding Tank D Other Dispersal Component (explain)
❑ Pretreatment Device (explain)V. Dis rsaUTrea ent Area Information: _
Design Flow (gpd) Design Soil Application Rate dsf) Dispersal Area Required (st) Dispersal Pro sed (sf) Syst errl n Y l stmC' G," r a.
El o
VL Tank Info Capacity in Total # of Manufacturer
Gallons Gallons Units
New Tanks ExLmng Tanl~ j J v B
o .2 E ''aa' a m c`a'v
Septic or Holding Tank /V U v
Dosing Chamber j
I
VII. Responsibility Staten - F the undersigned, ass a esponsibility for installation of the POWTS shown on the attached plans
Plumber's Name (Print)i Plumb Si azure MP/MPRS Number Burners Phone N
°p
Plumber's Address (Street, Ci State, Zi
4
VIII. untv/De artment Use Only
Approved Permit Fee Date sued Issuing. ent Signature
tven Reason for Denial S f a ) 7
a. Conditi asons ffor Dis pproval
ep rk, elflum. iitte < n f
oispert<*.,i cell must dll be s,~icas ' r i- Inta'..:ec
as per inaragement plan pto iiaeri by pluinbei. p
2. lAlllC%"'FEL?Wpemems must. "-1naintcir F.1
as per PXHcrble GYl& / ,..rd: nallCa.1R.
Attach to complete plans for the system and submit to the County only on paper not less than 8 v2 x 11 inches in sue
SBD-6348 (R- 11/11)
System PLOT PLAN
PROJECT Brvan Citrowski ADDRESS 6705 Crackle Berrv Lane Woodburv Mn 55129
NW 1/ 4 NW i / 4 S *,,k 3 T 30 N/R 19 W TOWN St. Joseph COUNTY ST. CROIX
SYSTEM ELEVATION 96.1/96.0 3.5' below grade DATE 3/7/17 BEDROOM 3
CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 651 # of chambers 32
BENCHMARK V.R.P. Top of nail in pine tree ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL *I1.R.P. same as benchmark
Scale=1/4"=10'
Trout Brook Road Vent
>6=, Quick4 Standard
Pro 3 Leaching Chamber
_ Bedroom of Cover with 20.0 ft2 of Area
House 12„ 5.6ft^2/pair of end caps
4' Long
ALI 34" Grade at System Elevation
30'
2-3' 66' ecells with >3' spacing
;-0 i6
20' v o
B-
B-1 ALI ~ 3~
47' t 52'
B-3 0% Slope
B-5 -4
2'
B.
2,
All piping shall be ASTM SDR 30/34, within
10' of tank, piping shall be ASTM F891
92'
154' j property line
40' 40'
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 3/7/17
Owner:Bryan Citrowski
Location: NW1/4 NW1/4 S5 T30 N,R19W 1213 Trout Brook Road St. Joseph
Manuals Used: In-ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Chamber Cross Sep ' n
4-6. Maintanance an C tingency Pla
7.Filter Cross Secti
Signature _
License nu er #226900
System PLOT PLAN
PROJEC'T~ Brvan Citrowski ADDRESS 6705 Crackle Berrv Lane Woodburv Mn 55129
NW 1/ 4 NW 1 /4 S ,--1,3 T 30 N/R 19 W TOWN St. Joseph COUN'T'Y ST. CROIX
SYSTEM ELEVATION 96.1/96.0 3.5' below grade DATE 3/7/17 BEDROOM 3
CONVF,N'T'IONAL XXX CONVENTIONAL LIFT HOLDING TANK
1000 gallons LIFT TANK SIZE DOSE 'L'ANK SIZE
MOUND SEPTIC TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 651 # of chambers 32
BENCHMARK V.R.P. Top of nail in pine tree ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL -II.R.P. same as benchmark
Scale = 1/4" = 10'
Trout Brook Road Vent
>6„ Quick4 Standard
Pro 3 of Cover Leaching Chamber
_ Bedroom with 20.0 ft2 of Area
House 12„ 5.6f A2/pair of end caps
4' Long
Grade at System Elevation
34"
30
S 2-3' X 66' cells with >3' spacing
20
B-2
B-1
47' Vents 52'
B-3 0% Slope
B-5
112' B-4
B.
2'
All piping shall be ASTM SDR 30/34, within
10' of tank, piping shall be ASTM F891
92'
154' property line aia 40' aia 40'
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
5.6ftA2 pair of end plates To be >1' above grade
Finish grade elevation
Typical Installation 996°
,jVen
t Vent
Grade
4" 3'
~~30/34 Septic T:nk
5' L ong 1
Grade at System Elevation
3 6 " Grade at System Elevation
Spacing- 5'
2-3' X 66' Cells
Same on other end Observation tube/Vent
At end of cell
A
B
16 chambers per cell
System elevations:
A-96. 1'
B-96.0'
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of
9LE INFORMATION SYSTEM SPECIFICATIONS
j Owner
✓ E:r Septic Tank Capacity
Permit #
al ❑ NA
Septic Tank Manufacturer ❑ NA
:)=SIGN PARAMETERS Effluent Filter Manufacturer !'l ❑ NA
Number of Bedrooms ❑ NA Effluent Filter Model
❑ NA
Number of Public Facility Units NA Pump Tank Capacity i al NA
Estimated flaw {average} ~
ZIV gal/day Pump Tank Manufacturer NA
Design flow (peak), (Estimated x 1.5)
aUda Pump Manufacturer NA
!Soil Application Rate
al/da /ff Pump Model NA
Standard Influent/Effluent Quality Monthly average" Pretreatment Unit
Fats, Oil & Grease (FOG) 530 m A
9/L ❑ Sand/Gravel Filter ❑ Peat Filter
Biochemical Oxygen Demand (BODs) 420 mg/L ❑ NA ❑ Mechanical Aeration ❑ Wetland
Total Suspended Solids (TSS) :5150 mg/L ❑ Disinfection ❑ Other.
Pretreated Effluent Quality Monthly average Dispersal CeII(s)
Biochemical Oxygen Demand (BODs) 530 mg/L -Ground (gravity) ❑ In-Ground (pressurized)
Total Suspended Solids (TSS) 530 mg/L *P A ❑ A% trade ❑ Mound
Fecal Colifonn (geometric mean) 6104 cful100m1 ❑ Drip-Line ❑ Other:
Maximum Effluent Particle Size 3k in dia. ❑ NA other.
(other: 1:1 NA
q Other:
❑ NA
"Values typical for domestic wastewater and septic tank effluent" Other.
❑ NA
IAINTENANCE SCHEDULE
Service Event Service Frequency
(Inspect condition of tank(s) At least once every: F. ❑ month(s)
' ar s (Maximum 3 years) ❑ NA
!Pump out contents of tank
(s) When combined sludge and scum equals one-third {'fa} of tank volume ❑ NA
Inspect dispersal cell(s) At least once every: El month(s)
. S ear(s) (Maximum 3 years) ❑ NA
(dean effluent filter At least once every: ~P2
ear(s)s) ❑ NA
inspect pump, pump controls & alarm At least once every: ❑ mon (s)
' ❑ year(s) NA
1=lush laterals and pressure test At least once every: ❑ month(s)
ether. ❑ year(s) NA
At least once every: ❑ month(s)
tither: ❑ 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
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
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.
1411 other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units,
and any servicing at intervals of <12 months, shall be performed by a certified POWTS Maintainer.
A service report shall be provided to the local regulatory authority within 10 days of completion of any service event.
page of
START UP AND OPERATION other chemicals tt>g1t
For new construction, prior to use of the POWTS check heatment~l{s} for ~ ~ ~b painting r dete~dedacts or have the contents of the
may impede the treatment process and/or damage the dispersal (s)•
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. will brr
During power outages pump tanks may fill above nommai highwater levels. When power m is the restored backup the s excess wastewater will e ll bl. urface discharged to the dispersal
cell(s) in one large dose, overloading the cell(s) and may result ang Operator prior to restoring pouter to the
To avoid this situation have the contents of the pump tank removed by a Septage the pump controls 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 dispersal cells. Do not drive or park over, or otherwise
15 feet down slope of any mound or at-grade soil absorption area. of the POWT::
Reduction or elimination of the following from the wastewater stream may improve the floss; diapers; di and s~ prong rolong t fat; foundation drain
antibiotics; baby wipes; cigarette butts; -condoms, cotton swabs; degreasers; medications; oil; Painting fonrai products;
(sump Pump) water, fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps;
pesticides; senhaary napkins; tampons; and water softener brine.
ABANDONMENT shall be taken to insure that th e system is
When the POWTS fails and/or is permanentiy _ o~°~~'twis~rsin Adminisfi'ative Code
and safely abandoned in compliance with chapter propetiy
• 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
If the POWTS falls and cannot be repaired the following measures have been, or must be taken, to provide a compliont
rreplacVnent system: replacement soil absorption system.
A suitable replacement area has been evaluated and may be utilized for the location of a rep
he replacement area should be Protected from disturbance and compaction and should not be infringed upon by requiried
setbacks from existing and proposed s"cture, lot lines and wells. Failure to protect the replacement area will result in the insect
for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rote:{ in
effect at that time. in POWTS tectmnologK a
13 A suitable replacement area is not available due to setback and/or soil limitations. Barring 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 sal 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. removal of the biomat at the infiftrakive
E3 Mound and at-grade soil absorption systems may be reconstructed
rules in effect at that time.
surface. Reconstructions of such systems must comply with the <<WARNING>>
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO O
RCUM TANCES DEATH MAY RESULT. RESCUE O~ A
ENTER A SEPTIC, PUMP OR OTHER TREATMENT E TDIFF1 ANK NDER ANY
T O IMPOSSIBLE.
R CI
PERSON FROM THE INTERIOR OF A TANK M
ADDITIONAL COMMENTS
POWTS INSTALLER POWTS MAINTAINER j
Name ~ 4 Ct-~ /
Name,
Phone - 7 j 'm J Phone j
SEPTAGE SERVICING OPERATOR P ER LOCAL REGULATORY AUTHORITY _
L Name Name
Phone 7
Phone
This dovJnedwurs drafted in compliance with chapter SpS 383.22(2)(b)(1)(d)&(f) and 383.54(1), (2) & (3), Wisconsin Administrative Code.
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HLVS NIISVtY
ST. CROIX COUNYY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer C'-4 a j t
Mailing Address C
6 7 o
Property Address { 1 ~ ~ Z / /ro /1- 9 /V,
.
(Verification required from Planning & Zoning Department for new construction.) 0
City/State Parcel Identification Niunber 3 0
LEGAL DESCRIPTION
Property Location P',,) Y. 6-U/ V4 Sec. T D N R W Town of 3 s ~G^--
Subdivision , Lot #
Certified Survey Map # Volume Page #
Warranty Deed # Volume , Page # -
Spec house yes Lot lines identifiable! no
SYSTEM MADffENANCE 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 wasLv disposal system. Owner maintenance
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 a year expiration date.
I/we certify that all statements this form are true to the best of my/our k:uowledge. I/we am/are the owner(s) of the
property described above, by virtue of warranty deed recorded in Register of Deeds Office.
Number of bedrooms
;7
31U.NATURE 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. 08105)
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Parcel 030-1096-10-400 03/10/2017 09:00 AM
PAGE 1 OF 1
Alt. Parcel 32.30.19.350E 030 - TOWN OF SAINT JOSEPH
Current I X, ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units
00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
MINH PHAM O - PHAM, MINH
BRYAN H CITROWSKE C - CITROWSKE, BRYAN H
8316 CHICAGO AVE S
BLOOMINGTON MN 55420
Property Address(es): Primary
Districts: SC = School SP = Special
Type Dist # Description
SC 2611 SCH DIST OF HUDSON
SP 1700 WITC Notes:
Legal Description: Acres: 3.528
SEC 32 T30N R19W SW SW BEING LOT 4 CSM
14/3902 Parcel History:
Date Doc # Vol/Page Type
12/08/2016 1040027 WD
10/24/2013 988026 EZ-U
03/13/2000 619592 1495/327 WD
07/23/1997 1230/193 QC
Plat: Primary Tract: (S-T-R 40 160v< GL) Block/Condo Bldg:
* 3902-CSM 14-3902 030-2000 32-30N-19W SW SW LOT 4
2017 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 10/20/2014
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 3.528 65,100 0 65,100 NO
Totals for 2017:
General Property 3.528 65,100 0 65,100
Woodland 0.000 0 0
Totals for 2016:
General Property 3.528 65,100 0 65,100
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
Wisconsin Department of Industry,
l <bor aad Human Relations SOIL AND SITE EVALUATION REPORT Page 1 of 3
`Division of,Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code /61;' ~ 3 BUT 34eDIC ✓ 4
COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. Croix
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # L/~,
dimensioned, north arrow, and location and distance to nearest road. 030-1096-10-98
APPLICANT INFORMATION-PLEASE PRINT ALL 1NFOA,MATION R IE k D TE
two r
PROPERTY OWNER, - PROPERTY LOCATION
Janet Dilts (12V g GO LOT SW 1/4 SW 1/4,S 32T 32 N,R 19 X (or) W
PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SU . 0 CSM #
1218 Trout Brook Rd. N. 4 na csm
CITY, STATE ZIP CODE PHONE NUMBER C ❑VILLAGE NEAREST ROAD
Hudson, WI. 54016 .(715) 549-6476 St. Jospeh Trout Brook Rd. N.
] New Construction Use [x] Residential/ Number of bedrooms 4 [ ] Addition to existing building
j ] Replacement [ ] Public or commercial describe
Code derived daily flow 600 gpd Recommended design loading rate ._bed, gpd/0.8 trench, gpd/ft2
Absorption area required 858 bed, ft2 750 trench, ft2 Maximum design loading rate • 7 bed, gpd/ft2 .8 trench, gpd/ft2
Recommended infiltration surface elevation(s) 95.60 ft (as referred to site plan benchmark)
Additional design / site considerations na
Parent material outwash Flood plain elevation, if applicable na ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U=Unsuitable fors stem ERS ❑U ®S ❑U CRS ❑U 0S ❑U 1E] S ❑U ❑S ®U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure GPD/ft
Boring # Horizon Texture Consistence Boundary Roots -
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0-13 10yr3/3 none sil 2msbk mfr cs 2m .6 °
2 13-33 10yr4/4 none scil 2msbk mfr yw lm .4 .5
Ground 3 33-96 7.5yr4/4 none co s Osg ml na na .7 .8
elev.
99.9 ft.
Depth to 1~ O
limiting
factor
Remarks:
Boring # 1 -6 10yr4/3 none sil 2msbk mfr 9w 2c to .6
-
2 2 -30 10yr4/4 none sicl 2msbk mfr 9W if .4 .5
3 0-90 7.5yr4/4 none is Osg mvfr na na .7 .8
Ground
elev. r I
99.8 ft. ~
Depth to
limiting 00
factor +90
Remarks:
CST Name:--Please Print Gar L. Steel Phone: 715-246-6200
Address: 1554 200th. e. New Richmond WI 54017
Signature: Date: 4-25-2000 CST Number: m02298
Janet Dilts SOIL DESCRIPTION REPORT Page 2 pf 3
PROPERTY OWNER
PARCEL I.D. # 030-1096-10-000
Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
Boring # Horizon in Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. B d ~Trer
1 0-9 10yr3/3 none sil 2msbk mfr cs 2m . ( .6
...3.
2 9-28 10yr4/4 none sicl 2msbk mfr gw lm .4 .5
i
Ground 3 28-9 7.5yr4/4 none co s Osg ml na na .7 j .8
elev.
100.0 ft.
Depth to
limiting
factor
+90"
Remarks:
Boring # 5 .6
3 0-8 10yr3/3 none sil 2msbk mfr gw 2m .
4 8-36 10yr4/4 none sicl 2msbk mfi gw lm .4 i .5
r2-
36-9 7.5yr4/6 none co s Osg ml na na .7 .8
Ground
elev.
99.6 ft.
Depth to
limiting _
factor
+90'1
Remarks: - -
Boring # 1 0-10 10yr3/3 none sil 2msbk mfr yw 2m .5 .6
5.> 2 10-3 10yr4/4 none sicl 2msbk mfr gw lm .4 .5
3 32-8 7.5yr4/6 none co s Osg ml na na .7 .8
Ground
elev.
99.9 ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting J
factor
i
i
Remarks:
SRn-R330(R 05/92)
PROPERTY OWNER Janet Dilts SOIL DESCRIPTION REPORT
Page 2 •gf 3 ,
PARCEL J.D. 030-1095-10-000
Boring # Horizon Depth '-Dominant Color Modes Structure GPD/ft
Texture s Consistences Barry Roots
in. ~ Munsel( Qu. Sz. Cont. Color Gr. Sz. Sh. Bed 'Trerttt
1 0-9 10yr3/3 none sil 1 2msbk t mfr cs 2m
3 - t
2 9-28 10yr4/4 { none sicl ; 2msbk mfr gw im .4
Ground -3---t28-9 ( 7.5yr4/4 none co s Osg ml na na .7 ~.i
-
elev. - --t - --t 1~
100.0't
Depth to
limitin^y
factor
Remarks:
Boring #
1 0-8 10yr3/3 none sil 2msbk mfr gw 2m g
4 2 (8-35 10yr4J4 none sicl 2msbk mfi yw lm .4t
3 T3~6-9 7.5yr4/6 ! none co s Osy ml na
Ground
elev. ~ ,
1
99.5 ft. -
s ,
Depth to - - i
limiting - -
f ~
factor
i
+9011
1
Remarks!
Baring # 1 0-10 i 10 r3/3---
y Wane sil 2msbk 1 mfr yw 2m 1.6 5., 2 r 10-3~ 10yr4/4 none sicl b mfr gw lm .4
3 32-8 7.5yr4/6 none co s Osg ml
Ground - - r--- na na .7
99.9 ft.
I~
Depth to
limiting
factor
Remarks:
Boring #
Ground _
elev
E
j
ft,
Depth to --f- _1--- -
-r
limiting
factor - '
Remarks:
5BD-8330(R.05r92)
STEEL'S SOIL SERVICE
Gary L. Steel 1554 200th Ave.
CSTM2298 Janet Dilts New Richmond, WI 54017
MPRSW-3254 Sw4Sw4 S32-T32N-R19W (715) 246-6200
town of St. Joseph
lot #4-csm
N
1"=40'
BM.= top of nail in Norway pine C e1.,10D-.-00'
Alt. BM.= nail in Norway pine C el. 99.90,
V 1.
I
Gary L. Steel
4-25-2000
SCHMITT & SONS
Q CAVAT.lNG,.,~.
586 Valley View Trail
Somerset, WI 54025
(715)549-6651
9-21-2016
Soil & Site Evaluation Verification Report for:
Lot 4
Parcel ID: 030-1096-10-400
Lot Address: 1213 Trout Brook North.
I,Tom Schmitt CST 227429, on 9-21-2016 went and checked the condition of the
system area originally evaluated by Gary Steel on 4-25-2000. 1 did not re-evaluate
the soils as per conversation with Sarah Droher of St. Croix County Community
Development, Sarah said it was not required. I was checking to see that the area
had not been disturbed since the original evaluation was conducted. The system
area has not been disturbed.
Using the measurements provided by Gary Steel's report, I flagged the 5 bore holes
and placed ribbon on the trees that the bench mark nails are in and placed ribbon on
the nails,
Thomas J. Schmitt
CST 227429
e
STEEL'S SOIL SERVICE
Go n! L. Steel 1554 200th Ave.
CSTM2298 Janet Dilts New Richmond, WI 54017
MPRSW-3254 Sw4sw4 s32-T32N-R29W (715) 246-6200
town of St. Joseph
lot #4,-csm
r
N
111=401
aM.= top of nail in Norway pine ~ el.,100.00'
Alt. BM.= nail in Norway pine el. 99.90'
G 2 ltd'
Gary L. Steel
raulvb 4-25-2~odAvo 1,117 'rkea
B NG ~ A,.^ ~ S f."o cE nl Q M al r k e 4 .