HomeMy WebLinkAbout020-1479-13-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
P INSPECTION REPORT Sanitary Permit No:
538732 0
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 X Township Parcel Tax No:
Bast, Kernon J. & Don Ida J. S eer- I Hudson, Town of 020 - 1479 -13 -000
CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range/Map No:
/g G' jT 36.29.19.3034
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic T„� Z enchmark
/�J /.74) :one l .S 104 c Il-
Alt. BM
r /
e4t, Go l� /S /d 05
Aeration Bldg. Sewer
Holding St/Ht Inlet
TANK SETBACK INFORMATION St/Ht Outlet 6 . ZS
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Dt Bottom �
Z7 /Zd / Header /Man. T /
� -3
e n Dist. Pipe G
Holding Bot. System J
?,q
PUMP /SIPHON INFORMATION Final Grade
Manufacturer — Ge nand St Cov er
Model r 66r J
TDH Lift Friction L s em Head TDH Ft --
Forcemain Length Dia. Dist. to Well
SOIL ABSORPTION SYSTEM
BEDITRENCH Width i Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS 3 719 � Z /_
SETBACK SYSTEM TO P/L BLDG , LAKE /STREAM LEACHING Manufacturer: /'
INFORMATION CHAMBER OR o a
Type Of,yse�� ; � Z7 51 A4 10
UNIT Model Number:
DISTRIBUTION SYSTEM A r ZZ }- ZZ f ,,,,,G�
Header /Manifold Distribution \ x Hole Size '*__1
x Hole Spacing Vent to Air Intake
17 Pipe(s) Length Dia ength \ 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 „ti Bed/Trench Edges Topsoil
/V 7 j Yes ®No Yes No
COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: / /
Location: 601 SchwalenDdve loudson, WI 54016 (SE 1/4 SW 1/4 36 T29N R19W) Cottonwood South'07 L t 13 Parcel No: 36.29.19.3034
1.) Alt BM Description
2.) Bldg sewer length
- amount of cover
�/ dLJCXJ J I/V 7 ter !la
Plan revision Required? W Yes No
Use other side for additional information.
SBD-6710 (R.3197) Date Insepct s Signatu Cert. No.
eommeme.W1.00v Safety and Buildings Division County�� /I
201 W. Washington Ave., P.O. Box 7162 � C f� / k
s ns m Madison, WI 537 I nitary Permit Num-b^err (to be filled in by Co.)
Depattmmtt of Comerce
State Transaction N
Sanitary Permit Application
In accordance with s. Comm. 83.21(2), Wis. Adm. Code submission of thi I AM
unit is required prior to obtaining a sanitary permit. Note: Applicatioz forms are Project Address (if different than mailing address)
submitted to the Department of Commerce. Personal information you provid nd ary j
ses in accordance with the Privacy Law, s. 15.04(l) m , Stats.
I. Application Information — Please Print All Informat'
Property Owner's Name Parcel #
�e/ ry S ST rMl
Property Owner's Mailing Ad s R AW�, & ZO?" OFF�:E Property Locatio
n C (J
�� �• Govt. Lot
City, State Zip Code Phone Number y,, Z t /,, Section
r f 1 q ircle o
t7 T 2 r N; R - E r W
U. Type of Building (check ail - that apply) o j, CN Lot
H`�- � Subdivision Name
ms
or 2 Family Dwelling - Number of Bedroo
Block C.O ts�.
El Public /Commercial - Describe Use t KY ❑ City of
CSM Number El village of
❑ State Owned - Describe Use
own of
Z i C,e (. �✓ ZZ •� �o e.0
III. Type Permit: (Check only one b x on line A. Complete line B if applicable)
A' ew System ❑ Replacement System El Treatment/Holding Tank Replacement Only El Other Modification to Existing System
B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber List Previous Permit Number and Date Issued
❑ Permit Transfer to New
Before Expiration Owner
IV a of POWTS S StemlCom onentlDevice: Check all that a 1 J __
1Von- Pressurized In- Ground ❑Pressurized In- Ground ❑ At -Grade El Motmd> 24 in. of suitable soil Mound < 24 in. of suitable soil
❑ Holding Tank ❑ Other Dispersal Component explain)___ ❑ Pretreatment Device (explain
V. Dis ersallTreat t Area Informatio
De ' nn Fl/L✓ d) Design Soil Application ate(gpdsf) Dispersal Area Required (sf) Dispersal Area Prop System Elev
7 a o
gs g ✓ g 7? $9 1.5, 3 • ._
VI. Tank Info Capacity in Total # of Manufacturer
Gallons Gallons Units
New Tanks Existing Tanks n o ;!)
rn
_... - -- _
Septic or Holding Tank
Dosing Chamber
VII. Responsibility Statement - J the undersigned, assume onsibi ity for installation of the POWTS shown on the attached plans.
Plumber's Name (Print) Plumber's rc MP/MPRS Number Business Phone Number
, _5 /��a_ "Al/ Si " I 2769ov �i� = -
Plumber's Address (Street, City, State, Zip Co
11__14 ?. 0406X-41 _/ -1--e �O It"); s
VIII. Count /De artment_Use Only
ApprovedApproved =r6 mv Permit Fee Date l ued Issuing ent Signs
9 `! q
❑ ven Reason for Denial / 75. !
IX. Conditi easons for Disapproval
dispersal cell must all f'✓r "`- ""S ��' • Wgi as per rnatlegement plain plq�rided P L � l'� t
2. k i clN)tettls(4 t �1104in t Tr i.t . /
NWJ system and submit to the County only on paper not le an a t x I l inches In six
k
a `,/C V r
t
SBD -6398 (R. 01/07) Valid thtu 01/09 �� , i
PROJECT Kernon Bast PLOT PLAN ADDRESS 948 LaBarae Rd HudsonWi 54016
SE 114 SW 1/4S 36 /T 29 N/R 19 W TOWN Hudson
COUNTY ST. CROIX
MPRS Shaun Bird 226900 11/18/10 4
DATE BEDROOM
CONVENTIONAL XXX IN- GROUND PRESSURE
CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 872
# of chambers 44
BENCHMARK V.R.P. Top of 3/4" pipe
ASSUME ELEVATION 100' F ilter BEST Filter
❑ BOREHOLE O WELL - H.R.P Same as Benchmark
93.7/ ' below
ON 93.6 6 r
164 SYSTEM ELEVATION ade
55 470 , P.L.
5 , B.M.* 54'
B -3
56' 2-3' X 88' with >3' spacing 6 ,
Vents
Pro 4 10 , ST 10'
Bedroom
House B -1
B -2
Vent
>6" Quick4 Standard -W
Of Cover Leaching Chamber
with 20.0 ft2 of Area
4' Long
12" 5.8f A2 /pair of end caps
34" Grade at System Elevation
Schwalen Dr. Plans Designed Using Well is to meet all
Conventional Powts setbacks required by
Manual Version 2.0 WDNR
�C 0
Cover Page
Shaun Bird
Bird Plumbing Inc.
1008 192nd Ave
New Richmond Wi 54017
715- 246 -4516
Date: 11 /18/10
Owner:Keron Bast
Location:SE1 /4 SW1 /4 S36 T29 N,R19W Lot 13 Cottonwood South Hudson
System type: In- ground absorbtion system(conventional)
Manuals Used: In- ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Chamber Cross Section
4 -5. Maintanance and Contingency Plan
6. Filter Specificatio heet
Signature
License nu er #226900
PLOT PLAN
'PROJECT Kernon Bast ADDRESS 948 LaBarae Rd HudsonWi 54016
SE 1/4 SW 1 /4S 36 /T 29 N/R 19 W TOWN Hudson COUNTY ST. CROIX
MPRS Shaun Bird 226900 DATE 11/18/10 BEDROOM 4
CONVENTIONAL XXX IN- GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 872 # of chambers 44
IL BENCHMARK V.R.P. Top of 3/4" pipe ASSUME ELEVATION 100'
Filter BEST Filter
❑ BOREHOLE O WELL *H.R.P. Same as Benchmark
SYSTEM ELEVATI 93.7/93.6 6' below rade
164' ELEVATI p 470 P.L.
AL 5' rB.M.*54'
B -3
56' 2 -3' X 88' with >3' spacing 6 ,
Vents
Pro 4 ST 10'
Bedroom 10'
House B -1 B -2
Vent
>6 „ Quick4 Standard -W
of Cover Leaching Chamber
with 20.0 ft2 of Area
4' Long
12" 5.8ft ^2 /pair of end caps
Grade at System Elevation
34"
Schwalen Dr. Plans Designed Using Well is to meet all
Conventional Powts setbacks required by
Manual Version 2.0 WDNR
Cross Section of Quick 4 Standard -W Leaching Chamber
Typical cross section for 2 of 2 cells
Quick 4 Standard -W Leaching
Chamber with 20.0 ft2 of Area per
Chamber 5.8ft ^2 pair of end plates To be >1' above grade
Finish grade elevation
Typical Installation 99.7
Vent Grade �i► Len
4' 4" 4
X30/34 Septic Tank
4' Long 1 5' 4' Lon 34" Grade at System Elevation .34 Grade at System Elevation
Spacing 5'
2 -3' X 88' Cells Observation tubeNent
Same on other end Located at ends of Cell
A
B
22 chambers per cell
System elevations:
A__93.7
B 93.6
ST. CROIX COUNTY
SEPTIC TANK MAINMANCE AORE MENT
Ali"D
OWNERSHIP CERTIFICA'ITIO+i FORM
Owner/Buyer AN 7 $Sf'
Mailing Address 44 R I v � �
Pro=Ty Address 6ol SW_ MW abn E Wp aq wt S Wi&
erificat w -reqmed ftm Pbmt)g & Zoning De_oaramut for new cmmiction.)
CityrState - Rq&S#0 &40 wr. J Parcel Iderd ficabion Numb D?o • /�4 •!3•Gbb _
LEGAL DISC
X Property Location Ala , Sec., T Z NR Town of a�1
Subdivision Lot #
Certified Survey Ma # --- , Volume page
f 7
3
1
� olurne c� �I ,
b
w _
arras Deal # S.
Spec house 0-fie-_ Lot limes idle o
sir STE-M MALNTIENANCE AND ovv x
Improper use and nramftwnc -e of your septic system corad result in its premaw a failure to handle astes. Proper
maintenawc consists o out 1he septic tank every tint years or sower, if we tied, by a Iicrnsed punver. What You put into
the system can affect the function of the septic tank as a tr anent stage waste disposal system. Owner maintenance
responsibilities art specified in §Cori. 83.52(1) and in Chap= 12 St. Croix Counts Sanitary OrdhAw&
The property ow= agrees to subnut to st Croix County Pl=tng :ing Department s certifcatioa fors sigrrci by the
owner and by a air plutnbcr, ioxuneYtrsa;3 Flue • resticted Phtmbex ar a b oeme d picmr verifying that 1) the on-site
wastewawr disposal system is in proper oPera:irg corrdifion'aatll(x (2) der inspection and punVing (if necessary), the S erg ti^- tark is
less than 1/3 full of sludge.
Ymm, the undetsigned bave read the above reTAMMU to maintain the pnvabe sewad disposal system with he
standards set forth, herein, asset by the Departurcnt of CorrauOM and dw Degas of Natural Rte; State of Wisconsin
Cerdf;cabon staumg that your septic: system has been mainmned marst be completed and remmed to the St Croix County .punning &
Zo ning Oegartrzwt within 30 days of the three year exp iration date.
I/we certify that all statements an this forts are nuc to the best of myiour knoe ledge. live am/2re the owner(s) of the
property dose ' ve, by virtue of a warraey deed recorded in Register of Deeds Office.
N rQ
i/ ,L --"ALo
S ATURE OF APPLICANT(S) DATE
* ,Any, information that is misepresen ed may result in the sanitary peter bed revoked by the PL=ing & Zoning Depar ,--
Include with tb apphcanon a recorded warrarxy deed from the Register of Dec& Office and a copy of he certified sun ey =P if
reference is made in the warranty,deed.
Maintenance and Contingency Plan for a Septic System
Maintenance Plan
1. Septic Tank is to be pumped once every 3 years.
2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in
order to extend the maintenance interval of the filter.
3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of
the cells.
4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system.
5. The owner agrees to save this plan.
6. Do not plant trees nor park nor drive over system.
7. Watershed is to be diverted away from system.
8. Discharge into system is not exceed those required as per Comm. 83
ze cy Plan
If system fails, determine cause of failure, use alternate area and install new
sted replacement area.
Option #2. Install system at a lower elevation, by removing chambers, removing biomat,
and install new system.
Option#3. No adequate area is suitable for replacement area, and system elevation
cannont be lowered. Install holding tank as last resort.
3. Replace any other failing components as needed.
Plumber: Shaun Bird 715 -246 -4516
St. Croix County Zoning 715 -386 -4680
Pumper Tom Mondor 715- 246 -5148
Shaun Bird #226900
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KATHLEEN H. WALSH
REGISTER OF DEEDS
ST. CROIX CO.. WI
STATE BAR OF WISCONSIN FORM 2- 2000 RECEIVED FOR RECORD
Document Number WARRANTY DEED 01/28/2005 03:15P)l
WARRANTY DEED
THIS DEED, made between Neil L. Wilcoxson and Mary Jo EXEMPT #
Wilcoxson, husband and wife, Grantor, and Kernon J. Bast and Donalda J.
Speer -Bast, husband and wife, Grantee. REC FEE: 13.00
Grantor, for a valuable consideration, conveys and warrants to Grantee TRANS FEE: 4212.90
COPY FEE:
the following described real estate in St. Croix County, State of Wisconsin: CC FEE:
PAGES: 2
SEE ATTACHED EXHIBIT A
Recording Area
Name and Return Address:
Edina Realty Title, Inc.
400 S. 2" St. — Suite 115
Exceptions to warranties: Hudson, WI 54016
Easements, restrictions and rights -of -way of record, if any. 456780
020 - 1110 -30- 000... 020-1109-55-050
Parcel Identification Number (PIN)
This is not homestead property.
Dated this 28 y of January, 2005.
tl L. Wi cox * Mary Jo i oxson
* W
AUTHENTICAWN p►ab ACKNOWLEDGMENT
No�.a�l
Si nature ��
, �� .,C STATE OF WISCONSIN
( ) , )
ST. CROIX COUNTY. ) ss.
authenticated this 28th day of January, 2005
Personally came before me this January 28, 2005 the
above named Neil L. Wilcoxson and Mary Jo Wilcoxson,
husband and wife to me known to be the person(s) who
TITLE: MEMBER STATE BAR OF WISCONSIN executed a foreLloing instrument and acknowledged the same.
(If not,
authorized by § 706.06, Wis. Slats.)
THIS INSTRUMENT WAS DRAFTED BY *Cherrigrown
Peterson, Fram & Bergman — Steven H. Bruns Notary Public, State of Wisconsin
My commission is permanent. (If not, state expiration date:
50 East Fifth Street, St. Paul, MN 55101 3/11/2007 )
(Signatures may be authenticated or acknowledged. Both are not necessary.)
*Names of persons signing in any capacity must be typed or printed below their signature
WARRANTY DEED STATE BAR OF WISCONSIN FORM No.2 -2000
U. 2739 P 317
EXHIBIT A
Parcel 1:
A parcel of land located in part of the SW ' / 4 of the NW '/< and part of the NW ' / 4 of the SW '/4 of Section 36, T29N, R19W, Town of
Hudson, St. Croix County, Wisconsin; more particularly described as follows:
Beginning at the W '/4 comer of said section 36; thence N00° 16' 10 "E, along the west line of the NW '/4 of said section, 1248.49 feet to
the north line of Lot I of Certified Survey Map recorded in Volume 3, page 669 at the St. Croix County Register of Deeds Office;
thence N63 °02'59 "E 148.42 feet to the north line of said SW '/4 of the NW '/4; thence N89 °26'58 "E, along said north line, 1182.70 feet
to the east line of said SW '/4 of the NW 4; thence S00 0 21'37 "W, along said east line, 350.04 feet to the north line of Lot 73 of the
Plat of Cottonwood Ridge First Addition recorded at said office; thence S89 °26'58 "W, along said north line, 10.00 feet to the west line
of said plat; thence S00 °27'24 "W, along said west line, 2096.76 feet to the centerline of County Trunk Highway "N" and a point on a
1999.00 foot radius curve, concave southerly, whose central angle measures 7'10'30", whose chord bears N84 °30'41 "W and measures
250.16 feet; thence westerly, along the are of said curve and said centerline, 250.33 feet to the point of tangency; thence
N88 °05'56 "W, along said centerline, 83.64 feet to the point of curvature of a 2700.00 foot radius curve, concave northerly; whose
central angel measures 3 °17'53 ", whose chord bears N86 °26'59.5 "W and measures 155.40 feet; thence westerly, along the arc of said
curve and said centerline, 155.42 feet; thence N04 °29'56 "E 244.01 feet to the point of curvature of a 167.00 foot radius, concave
westerly, whose central angle measures 34 0 24'12 ", whose chord bears N12 °42'10 "W and measures 98.78 feet; thence northerly, along
the arc of said curve, 100.28 feet to the point of tangency; thence N29'54'1 6"W 274.22 feet to the easterly extension of the north line
of Lot 1 of Certified Survey Map recorded in Volume 12, page 3456 at said office; thence N89 °'12'45 "W, along said easterly
extension, along said north line, and along the westerly extension of said north line, 670.44 feet to the west line of the SW ' / 4 of said
section; thence N00 °37'50 "E, along said west line, 496.89 feet to the point of beginning.
AND
Parcel 2:
A parcel of land located in part of the SW ' / 4 of the SE '/4 of Section 36, T29N, R19W, Town of Hudson, St. Croix County, Wisconsin;
described as follows:
Beginning at the South ' / 4 Corner of said Section 36; thence N00 °27'05 "E, along the north - south ' / line of said section, 1216.78 feet to
the centerline of County Trunk Highway "N "; thence S76 °47'47 "E, along said centerline, 1354.82 feet to the east line of said SW '/4 of
the SE '/4; thence S00 1 07'02 "W, along said east line, 897.02 feet to the south line of the SE ' / 4; thence S89 °33'25 "W, along said south
line, 1326.80 feet to the point of beginning.
v
I SOIL EVALUATION REPORT A— #lass
Department of Commerce in accordance with Comm 85, Wis. Adm. Code ,.� --"'"" Page 1 of 3
Division of Safety and Buildings Steel's Soil Service
Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must County St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and �/
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel .D. �- y •� —1 9-66-D
Please print all information. Re wed By D 1 77/ 6
Personal information you provide may be used for >`el Opcy La s. 15.04 (1) (m)).
Property Owner V �`-- Pr perty Location !U
Bast, Kernon Go . Lot na SE /4, W1/4, S36, T29N, R19W
Property Owner's Mailing Address N Lot Block # Subd. Name or CSM#
948 Labarge Rd. Y 3 na Cottonwood Ridge South
City State Zip L§6 S�? umber City [ ❑ Town Nearest Road
Hudson WI 54 - - 7775 Hudson I Cty Rd N
❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe na
Parent material outwash plains and stream terraces Flood plain elevation, if applicable na ft.
General comments Conventional system, system elevation 96.60ft. Trenches spaced and depth to code 3.00ft below grade.
and recommendations:
FC] Boring # El Boring
❑ Pit Ground surface elev. 99.70 ft. Depth to limiting factor 110 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0 -12 10yr3 /1 none ail 2msbk mfr Cs if .6 .8
2 12 -24 10yr4/4 none sicl 2msbk mfr gw na .4 .6
3 24 -60 7.5yr4/4 none grcos osg mvfr Cs na .7 1.6
4 60 -110 7.5yr4/6 none ms osg ml na na .7 1.6
ro
i
3 7.2
F Boring # F] Boring
❑ Pit Ground surface elev. 99.70 ft. Depth to limiting factor 110 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0 -11 10yr3 /1 none ail 2msbk mfr Cs if .6 .8
2 11 -28 10yr4 /4 none sicl 2msbk mfr gw na .4 .6
3 28 -48 7.5yr4/4 none grcos osg mvfr Cs na .7 1.6
4 48 -110 7.5yr4/6 none ms osg ml na na .7 1.6
,i
* Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L " Effluent #2 = BOD S30 mg /L and TSS < 30 mg /L
CST Name (Please Print) ignature: CST Number
David J. Steel 248956
Address Steel's Soil Service Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 54002 10/13/2006 715 - 760 -0347
SBD -8330 (R.07 /00)
Propgrty Owner Bast, Kernon Parcel ID # pending Page 2 of 3
3] F Boring # ❑ Boring
Pit Ground surface elev. 99.60 ft. Depth to limiting factor 110 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0 -12 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 12 -27 10yr4/4 none Sid 2msbk mfr gw na .4 .6
3 27 -54 7.5yr4/4 none grcos osg mvfr cs na .7 1.6
4 54 -110 7.5yr4/6 none ms osg ml na na .7 1.6
��
F]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 /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I •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 /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2
Effluent #1 = BOD 30 < 220 mg /L and TSS >30 <150 mg /L * Effluent #2 = BOD < 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 (R.07 /00) Steel's Soil Service
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Kemon Bast 994200 th St.
CST - POWTSM SE1 /4,SW1/4,S36,T29N,R19W Baldwin, WI 54002
Lic. #248956 Town of Hudson, St Croix Co. Direct 715- 760 -0347
Cottonwood Ridge South, Lot 13 Fax 715- 684 -3449
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
The location of this test may or may not be as shown, as permanent lot lines were not established at the
time the soil test was conducted.
Legend N
1 " = 40'
= Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
BI = 99.70 ft
B2 = 99.70 ft
B3 = 99.60 ft
B4 = 0.00 ft
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= 1042.00
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COUNTY
PLA NNING & ZO NING
EROSION & SEDIMENT CONTROL PLAN
Site location: 601 Schwalen Drive, Lot 13, Cottonwood South Subd, Town ojHudson
Owner(s): Kernon Bast -
Parcel ID #36.29.19.3034
Code Administ
715 - 386 -4680 Under St. Croix County Zoning Code 17.70(3)(b) 5: "The (Zoning) Administrator may
attach reasonable erosion prevention conditions to a permit approved for issuance ".
Land Informario Wisconsin Uniform Dwelling Code Comm. 21.125 requires the building permit applicant
Planning and /or landowner to follow erosion control procedures and maintain them until the site has
715 - 386 -4674 been stabilized. (UDC Comm 21: www. commerce. state. wi .us /SB /SB- DivCodesListing.html)
Real Property The Owner of the above parcel is responsible for notification of all contractors performing
715- 386 -4677 construction activities on this site that an Erosion & Sediment Control Plan is in effect and the
following activities will be required in order to maintain compliance with the plan:
Recycling
715 -386- 1. Maintain existing vegetation wherever possible to minimize erosion and sediment
movement. The primary source for construction site runoff will be the house
foundation and driveway excavation, well drilling, and soil stockpiled until final grading
and stabilization is complete. Septic system installation adds to temporary disturbance,
but establishing cover on exposed soils will prevent erosion. Apply seed and mulch as
recommended in #5 below. Surface drainage is toward a drainage easement to the south
of the POWTS and toward the road drainage ditch on the north.
2. Install construction entrance before any excavation begins!! Construction
equipment and vehicles must utilize a stabilized driveway access off public road for
heavy equipment; this includes cement trucks, well drillers, and other contractor's
vehicles that require access to the property during construction. Avoid muddy, rutted
conditions that may allow contaminated runoff to reach waterways and /or drainage
ditches. Property owner must repair damage to ditches resulting from multiple access
points and sediment tracked on public roadways must be removed at the end of each
workday.
3. Do not allow contaminated runoff to be directed onto neighboring property or into
surface water conveyances. Create temporary diversions graded ALONG CONTOUR
between excavated areas and any potential receiving waters (this includes driveway &
road ditches) by routing contaminated runoff into vegetated buffer areas on owner's
property. (A specification sheet for temporary diversions is available from county).
4. If contaminated runoff cannot be contained with temporary diversions, installation
of approved sediment control products (straw wattles, silt fence, etc.) as shown on
engineer's site plan may be required. The POWTS inspector and/or building
inspector will evaluate ESC plan effectiveness and recommend additional action
required to comply with applicable regulations. Control measures should be installed
prior to POWTS excavation activities.
Sr . CRO1X COUNTY GOVERNMENT CENTER
110 1 CARMICHAEL ROAD, HUDSON, W1 54016 715- 386.4686 FAx
PZ6 W1. US WWW.CO.SAINT- CROIX.WI. US
Page Two — ESC Plan Acknowledgement Form
5. S bilize exposed soils (septic system included) with seed and mulch immediately after installation - DO
T wait for final stabilization and/or landscaping of entire site to establish permanent cover on the site.
en late- season weather conditions will not permit seed germination, a heavy straw mulch cover will
p . nt erosion until vegetation can be established. Erosion control matting can be applied any time of year
and, stalled properly, will provide protection even if seed germination is delayed.
The owner rd during site construction will be responsible for compliance with state and county code
requiremen ecified in this Erosion &Sediment Control Plan. Please feel free to contact me with questions
regarding er & sediment control product installation.
PLAN PREPA BY: RYAN YARRINGTON, SOIL EROSION INSPECTOR #683475
Owner /Builder a nowled ement of ESC Plan requirements: _/_/2010
(Please sign an eturn original ESC form to Planning & Zoning Dept. A copy is attached to the owner's permit and
maintenanc greement, which is given to the plumber at time of permit issuance.) Provide copies for excavation
contract lumber, and town building inspector as needed.
T roperty is subject to conditions contained the Board of Adjustment decision to approve Special Exception
rmit SE0159, specifically:
5. Prior to commencing construction on each lot, the applicant shall submit to and have approved by the Zoning
ministrator a construction plan and checklist including but not limited to a project narrative, construction schedule,
c ctor list and contact information, and site plan with erosion control measures as outlined in the application. The
plan also include additional information on the grading limits, location of temporary stockpiles, winter cessation
plans, a emporary seeding to control erosion. The plan shall be accompanied by a $100 nonrefundable staff review
fee and a h compliance deposit for the lot. The compliance deposit for the six lots under construction shall be
$1,100 ea , and the compliance deposit for the remaining lots in the subdivision shall be $300 each. The cash
complia deposit will be held by the Zoning Administrator until construction is complete, permanent vegetation has
been es ished, and the project is found to be in compliance with the conditions of this approval, at which time the
deposit epos t 11 be refunded in full. Upon completing construction on each lot, the applicant shall submit to the Zoning
Admini for photos of the completed construction and certification from the project engineer that the construction
has bee mpleted as approved to serve as proof of compliance. Within 30 days of this decision, the applicant shall
submit - the -fact construction plans, review fees, and compliance deposits for the six lots already under
construc Required Compliance deposit $ yoo per receipt # Y808 Ff 8 on 11 / 9 _, 2010
#6. Prior to mencing construction on each lot, the applicant shall install the erosion control measures in
accordance the approved plans. During construction, the smallest amount of bare ground shall be exposed for as
short a time a sible. Upon completing construction, temporary ground cover such as mulch shall be used, until
permanent co as successfully established. Phosphorous fertilizers shall not be used to establish and maintain
vegetation o disturbed area of the site, unless a soil test confirms that phosphorous is needed.
ST. CR01X COUNTY GOVERNMENT CENTER
110 1 CARM/CHAEL ROAD, HUDSON W1 54016 715386 -4686 FAx
PZ @CO.SA /NT-CRO/X. W/. US W W W. C O. SAI NT -C RO IX. W I. U S
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m EROSION CONTROL PLAN CHECKLIST
Check (✓) appropriate boxes below, and complete the site diagram
a aQ with necessary information.
V
Z
Site Characteristics
i
st s
c
1�1 North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways.
1 ❑ Location of existing drainageways, streams, rivers, lakes, wetlands or wells.
❑ Location of storm sewer inlets.
Location of existing and proposed buildings and paved areas.
The disturbed area on the lot
Approximate gradient and direction of slopes before grading operations.
V Approximate gradient and direction of slopes after grading operations.
Overland runoff (sheet flow) coming onto the site from adjacent areas.
Erosion Control Practices
❑ Location of temporary soil storage piles.
Note: Soil storage piles should be placed behind a sediment fence, a 10 foot wide
vegetative strip, or should be covered with a tarp or more than 25 feet from '
any downslope road or drainageway. -
Location of access drive(s).
Note: Access drive should have 2 to 3 inch aggregate stone laid at least 7 feet wide
and 6 inches thick. Drives should extend from the roadway 50 feet or to the
- house foundation (whichever is less).
Location of sediment controls (filter fabric fence, straw bale fence or 10:foot- widel
vegetative strip) that will prevent eroded soil from leaving the site.
Location of sediment barriers around on -site storm sewer inlets_
Location of diversions.
Note: Although not specifically required by code, it is recommended that concen-
trated flow ( drainageways) be diverted (re- directed) around disturbed areas.
Overland runoff (sheet flow)from adjacent areas greater than 10,000 sq. ft:'
should also be diverted around disturbed areas.
L ` Location of practices that will be applied to control erosion on steep slopes (greater than
12% grade):
Note: Such practices include maintaining existing vegetation, placement of additional
sediment fences, diversions, and re- vegetation by sodding or seeding with use
of erosion control mats.
® Location of practices that will control erosion on areas of concentrated runoff flow
Note: Unstabilized drainageways, ditches, diversions, and inlets should be protected
from erosion through use of such practices as in- channel fabric or straw bale
barriers, erosion control mats, staked sod, and rock rip -rap. When used, a
given in- channel barrier should ,
9 not receive drainage from more than two acres,
9
of unpaved area, or one acre of paved area. in- channel practices should not be
installed led in erenniaP streams ` s
m streams with year round and flow . ,
c y )
C1 Location of other planned practices not already noted.
W
J
En
�. indicate management strategy by checking (V the appropriate box.
LU
a
O O Management Strategies
U z
❑ Temporary stabilization of disturbed areas.
Note: It is recommended that disturbed areas and soil piles left inactive for extende
periods of time be stabilized by seeding (between April 1 and September 15), o
by other cover, such as Carping or mulching.
❑ Permanent stabilization of site by re- vegetation or other means as soon as possible
(lawn establishment).
• Indicate re vegetation method: ❑ Seed ❑ Sod ❑ Other
• Expected date of permanent re- vegetation: A0 tar
• Re- vegetation responsibility of: ;0 Builder ❑ Owner /Buyer
• Is temporary seeding or mulching planned if site is not seeded by
Sept 15 or sodded b Nov 15? ❑ Y ❑ No
i
❑ Use of downspout and /or sump pump outlet extensions.
Note: It is recommended that flaw from downspouts and sump pump outlets be routed
through plastic drainage pipe to stable areas such as established sod or pavement.
❑ Trapping sediment during de- watering operations_
Note: Sediment -laden discharge water from pumping operations should be ponde�
behind a sediment barrier until most of the sediment settles out.
g P _ carried
off -s ite by wind or water.
Proper disposal of buildin material waste so that ollutants and debris are not
Maintenance of erosion control practices.
• Sediment will be removed from behind sediment fences and barriers
before it reaches a depth that is equal to half the height o f the barrier.
Breaks and gaps in sediment fences and barriers will be repaired imme
diatel . Decomposing straw bales will be replaced I life ` 1
y P (typical bale e rs
9 P tYP i
three months).
• All sediment that moves off -site due to construction activity will be ' -
cleaned up before the end of the same workday.
s All sediment that moves off -site due to storm events will be cleaned u
before the end of the next workday.
• Access drives will be maintained throughout construction.
• All installed erosion control practices will be maintained until the
disturbed areas they protect are stabilized.
For more assistance on plan preparation, refer to the Wisconsin Uniform Dwelling Code, the DNR Wisconsin Construction Site
Best Management Handbook, and UW— Extension publication Erosion Control for Home Builders.
The Wisconsin Uniform Dwelling Code and the Wisconsin Construction Site Best Management Handbook are available through
the State of Wisconsin Document Sales, (608) 266 -3558.
Erosion Control for Home Builders (GWQ001) can be ordered through Extension Publications, (608) 262 -3346 of the
Department of Commerce, (608) 267 -4405.
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