HomeMy WebLinkAbout036-1043-50-100 ST. CROIX COUNTY ZONING DEPARTW�f. - --
AS BUILT SANITARY REPORT
RE -�
Owner
Property Address
�, � � i cad• �t>tK
City /State �'_,9 , Vv. v �v
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_0MNGoFFI
Legal Description:
Lot oZ Block C Subdivision/CSM #
z ka' /4- W 1 /4, Sec. T N -R ,Town of T PIN # . 1410
- s
SEPTIC TANK -- DOSE CHAMBER -- HOLDING TANK INFORMATION:
r (D Tank manufacturer (��� Size ST/PC ! Setback from: House 20 Well � P/L 7 �
Pump manufacturer Model
Alarm location
(HOLDING TANKS ONLY) /
Setbacks: Service road Vent to fresh air intake Water Line
Meter location
Alarm location
SOIL ABSORPTION SYSTEM
Type of system: M n �I 1 /'4 i Width �� Length � Number of Trenches
Setback from: House d Well Vent to fresh air intake _Rk
ELEVATIONS
Description of benchmark `"'``�'�' Elevation
Description of alternate be nchmark .-A-` Elevation o a
Building Sewer ST/HT Inlet / 5, o °S ST Outlet $' 2 PC Inlet
PC Bottom_ Header/Manifold Top of ST/PC Manhole Cover
Distribution Lines (/) f ` �� (Z) r / ` 0 - 3 O
Bottom of System
Final Grade
Date of installation /a! 4' 9 Permit number - ' '7 State plan number
Plumber's signature License number ` D S , �V Date /��l
Inspector _i U
Complete plot plan
i
NOTICE: Please provide the following:
• A plan view sketch showing everything within 100 feet of the system.
• Two horizontal reference points to center of septic tank manhole cover.
• Show alternate benchmark, if applicable c
PLAN VIEW
ID
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INDIC E NORTH OW
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Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Count y=
Safety and Buildings Division
INSPECTION REPORT St. Croix
GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.:
Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)j.
Permit Holder's Name: []City ❑ Village 9 Town of: State Plan ID No.:
All - I Town of Stanton
CST B Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.:
-;- �
TANK INF RMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic CO f ���-� Benchmark
Dosing Alt. BM 41( Ct
Aeration Bldg. Sewer
Holding St /Ht Inlet
TANK SETBACK INFORMATION St/ Ht Outlet (/� r t
TANK TO P/ L WELL BLDG. Airi to ntake ROAD
irl
Septic > — < < _ NA Bt Beoem
Dosing A Header/Man.
Aeratio NA Dist. Pipe
L 4 ,.3Z Holding Bot. System lZ 6
Y
PUMP / SIPHON INF ION Final Grade ,(
Manufac
S t cover 3.36
Model Number GPM
TDH Lift Fr' * n Syste DH Ft
oss For n Length Dia. Ff Dist. To well
SOIL ABSORPTION SYSTEM 2 J /
R NCH Width r Length No. Of Tr nches PIT No. Of Pits Inside Dia. Liquid Depth
IM 3 DIMENSION
SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHING Man t er•
SETBACK CHAMBER
INFORMATION Type Of Mo �I N tuber:
System: C 7� oZ� OR UNIT
DISTRIBUTION SYSTEM
Header / ifold U Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake
-
Length ,9--- Dia. Lengt Dia. Spacing 7 35 1
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 ❑ Yes ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: / / Inspection #2:
Location: 1440 210th Avenue, New Richmond, WI (SE1/4, SWIA, Section 18 T31N -R17W) - 18.31.17.272A -10
® 0 1� � 9 . c SQ. C %LV
Plan revision required? E] Yes 4 No l it l� �g Use other side for additional information. t
SBD -6710 (R.3/97) Date Inspector's Signature Cert. No.
Safety and Buildings Division
Ai s ' cons i n SANITARY PERMIT ACA 201 W. Washington Avenue
P O Box 7302
in a 4 co h IL R 8 A Fim. tWe ,
Department of Commerce �°' Y Madison, WI 53707 -7302
• Attach complete plans (to the county copy only) for the stem, on p t less c nt
than 8 112 x 11 inches in size.
cp
• See reverse side for instructions for completing this a i�ion Numb
, Spa Sanitary Permit Num
p 9 ply --. � %P. Personal information you provide may be used for secondary purposes C '�CliX )O eck it r si dh ous application
(Privacy Law, s. 15.04 (1) (m)). `ti '`'', ?L'�yh`ly 1'
o Plan I.D. Number
I. APPLICATION INFORMATION - PLEASE PRINT ALL MA
Property Owner Name C n
h A 1/4,S T , N Rj E (o
Propert Owner's Mailing ddrRss Lot Number Block Number
AAty, Sate Zip Code Phone Number Subdivision Name or CSM Number
(0 55o c ) �e o scams v o l 3 3(4
II. TYPMF BUILDING: (check one) ❑ State Owned It Nearest Road
Public 1 or 2 Family Dwelling - No_ of bedrooms ro w a n OF
III BUILDIN SE: (If building type is public, check all that apply) rcel Tax Number(s) 1 - 1 - 2-:1 — 1 1)
1 ❑ Apartment /Condo -In
2 ❑ Assembly Hall 6 [] Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility
3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant/ Bar/ Dining
4 ❑ Church / School 8 ❑ Mobile Home Park 12 ❑ Service Station/ Car Wash
5 ❑ Hotel/ Motel 9 ❑ Office/ Factory 13 ❑ Other: specify
IV. TYPE OF PERMIT: (Check only one box on line A. Check box online B, if applicable)
A) 1 SK New 2 [] Replacement 3. E] Replacementof 4_ [] Reconnection of 5. [] Repair of an
System ________ System____ _________TankOnly______________ Existing System _________E ---- system
B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued
V. TYPE OF SYSTEM (Check only one)
Non- Pressurized Distribution Pressurized Distribution Experimental Other
11 ❑ Seepage Bed 21 ❑ Mound 30 ❑ Specify Type 41 ❑ Holding Tank
12�Seepage Trench 22 ❑ In- Ground Pressure 42 ❑ Pit Privy
13 Seepage Pit �� 43 ❑ Vault Privy
14 ❑ System -In -Fill 3 x 5 2T
VI. ABSORPTION SYS1TM INFORMATION:
1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 17. Final Grade
Required (sq. ft.) Proposed (sq. ft.) (Galstday /sq. ft.) (Min. /inch) Elevation
(0oc 1 1 SO 7S/, 2_ $ Q�� 7 Feet 9&1 Feet
Cap acit y
VII TANK in Ca gallo Total # Of Prefab. Site Fiber- E App
INFORMATION Gallons Tanks Manufacturers Name Concrete con steel glass Plast Existin strutted Tanks Tanks
Septic Tank an W� r• ❑ ❑ I] El LI ump Tank /Siphon Chamber ❑ ❑
VIII. RESPONSIBILITY STATEMENT
I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans.
PI ber's Name: (Pri
f) I
Plumber's Sig tur (No amps) N r /MPRSW No.: Business Phone Number: -1 IN tn c `7 1
Plumber's Address (Street , ity, at ZhCo ):
v .5$�O
IX. COUNTY / DEPARTMENT USE ONLY
❑ Disapproved Sanitary Permit Fee (Includes Groundwater ate I ssued ssuin nt Si na re (No Stamps)
®,Approved ❑ Owner Given Initial �Spv' Surcharge Fee) �l�y/ r.
Adverse Det ermination
X. CONDITIONS OF APPROVAL/ REAS / ONS FOR D D
r ��0��� l /���'" `!tai /�Z �(I `/ -V •/ „ V '��, `S l/�r i • 'r V I r
SBD- 6398 (R.11/97) DISTRIBUTION: Original to County, One copy To: Safety & Buildings Division, Owner, Plumber
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Wiscrosiri Department of Commerce SOIL AND SITE EVALUATION
Division of Safdty and Buildings Page of
Bureau of Integrated Services in accordance with s. ILHR 83.09, Wis. Adm. Code
Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must County
include, but not limited to: vertical and horizontal reference point (BM), direction and _5 T , C �, O \ y
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. #
APPLICANT INFORMATION - Please print all information. Re w Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). �/ g 5//7�
Property Owner Property Location r
tr S d r\ Govt. Lot S/' 1/4 5 Q /4,S , b T31 N,Rr) W
Property Owner's Mailing Address A Lot # Block# Subd. Name or CSM#
0 Ara ,,,�b � j`l u 2, So . �. �, C 5 ►'�
City State Zip Code Phone Number Nearest Roadr ,
❑ City ❑Village Town '
AW b�
5sa/ 1 s * -
New Construction Use: Residential / Number of bedrooms Addition to existing building
❑ Replacement ❑ Public or commercial - Describe:
Code derived daily flow pd Recommended design loading rate bed, gpd /ft trench, gpd /ft
Absorption area required bed, ft 2 1 Sy trench, ft Maximum design loading rate _ 2 - bed, gpd /ft b trench, gpd /ft
Recommended infiltration surface elevation(s) _ E 9a 77 It (as referred to site plan benchmark)
Additional design /site considerations
Parent material e-0 L4 (,,2 h Flood plain elevation, if applicable N A ft
S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank
U = Unsuitable for system S U 1 S ❑ U 51S ❑ U I DS 2 -U 1 ❑ S M u ❑ S N u
SOIL DESCRIPTION REPORT
Boring # 1 Horizon Depth Dominant Color Mottles Structure GPD /ft
Texture Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
6-1/ /o m4,.
rf,51 k
Ground 3 6 Jr �8
ele"'. qq
Depth to
limiting _'
factor
in.
Remarks:
Boring #
IAJ -
3 � 7 .5 b os — 8
Ground (,' D S S /
elev. V
Depth to �p.
limiting
factor
in. Remarks:
CST Name (Please Prin Signature Telephone No.
r ?l -X - S/ -IS
Address D CST Number
t 51 1 7 -ao- '� aYJ
PROPERTY OWNER arr. DI S� r-. SOIL DESCRIPTION REPORT page " o? of .�
PARCEL I.D.# e)-3& 3" S;
Boris # Horizon Depth Dominant Color Mottles St re 2
Boring Texture Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. h. Bed ,Trench
IP
S/ 3 Im S,r 1.5 ; ,i
Ground
elev. r
Depth to
limiting �2
factor
in.
Remarks:
Boring #
Ground
elev.
ft. ,
Depth to
limiting
factor
in.
Remarks:
Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench
Boring # ;
!3
Ground
elev.
ft.
Depth to
limiting
factor
' Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
in.
Remarks:
SBD -8330 (R. 07/96)
c 1e VA V1501 r SG - Sw 5 f Tv — l c�
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Wisconsin' Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of 3
, Labor and Human Relations
Djvision of Safety & Buildings in C with ILHR 83. , WIS. Ad m. Cod
COUNTY
'' St . Croix
A� complete site plan on paper riot I s than 8 1/ 11 inches in size. Plan must include, but
not limited to vertical and horizontal ref ence point (BM), direction and % of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distance to nearest road. 036- 1043 -50
APPLICANT INFORMATION— PLEASE PRINT ALL INFORMATION R fEWED BY DATE
�--
PROPERTY OWNER: PROPERTY LOCATION
Dennis Johnson GOVT. LOT SE 1/4 SW 1/4,S 18 T 31 N,R 17 : (or) W
PROPERTY OWNER':S MAILING ADDRESS LOT # I BLOCK 7#SU NAME OR CSM #
1448 210th. Ave. 2 na sm
CITY, STATE ZIP CODE PHONE NUMBER [ []VILLAGE 5WWN NEAREST ROAD
New Richmond, WI. 54017 (715 246 -6276 2
(�] New Construction Use Residential / Number of bedrooms 3 [ ] Addition to existing building
j J Replacement [ ] Public or commercial describe
Code derived daily flow 450 gpd Recommended design loading rate .7 bed, gpd /ft .8 trench, gpd 1ft
Absorption area required 643 bed, ft 563 trench, ft Maximum design loading rate .7 bed, gpd /ft .8 trench, gpd /ft
Recommended infiltration surface elevation(s) 95.90 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 CAS ❑ U ZS ❑ U I �7 S ❑ U ®S ❑ U ® S ❑ U ❑ S ® U
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft
..................
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
.................
..................
1 " 1 0 -16 10yr3 /3 none 1 2msbk mfr gw 2f .5 1.6
2 16 -28 7.5ry4/4 none sicl 2msbk mfr gw if .4 .5
Ground 3 28 -84 7.5yr4/6 none HIS Osg ml na na .7 .8
elev.
9 9.9 ft.
Depth to
limiting
factor
+84
Remarks:
Boring #
1 0 -15 10yr3/3 none 1 2msbk mfr gw 2f .5 .6
2 2 15 -30 7.5yr4/4 none sicl 2msbk mfr if .4 .5
3 30 -84 7.5yr4/6 none ms Osg ml a
Ground
elev. \ l
9 9.9 ft. f 1
Depth to
limiting 1 s
factor
+84
cous lly ow r
7C:�
Remarks:
c�-
CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200 7
Address: 1554 200th.Ave New Richmonch WI 54017
Signature: Date: 4 - - CST Number: m02298
PROPERTYOWNER Dennis Johnson SOIL DESCRIPTION REPORT Pages of 3'
PARCEL I.D. # 036- 1043 -50
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0 -10 10yr3 /3 none 1 2msbk mfr gw 2f .5 .6
2 10 -22 7.5 Y r4 4 none sicl 2msbk mfr 9w if .4 .5
Ground 3 22 -84 7.5yr4/6 none ms Osg ml na na .7 .8
elev.
9 9.5 ft.
Depth to
limiting
factor
+84
Remarks:
Boring # 1 0 -10 10yr3 /3 none 1 2msbk mfr gw 2f .5 .6
49 2 10 -26 7.5yr4/4 none sicl 2msbk mfr gw if .4 .5
3 26 -84 7./5yr4/6 none ms Osg ml na na .7 .8
Ground
elev.
99.5 ft. —
Depth to -
limiting
factor
+84"
Remarks:
Boring #
1 0 -10 10yr3 /3 none 1 2msbk mfr gw 2f .5 .6
5 2 10 -25 7.5yr4/4 none sicl 2msbk mfr gw if .4 .5
3 25 -84 7.5yr4/6 none ms Osg ml na na
.7 .8
Ground
elev.
99.4 ft.
Depth to
limiting
factor
+84 ,,
Remarks:
Boring #
13
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD- 8330(8.05/92)
STEEL'S SOIL SERVICE
Gary L. Steel 1554 200th Ave.
CSTM2298 Dennis Johnson New Richmond, WI 54017
MPRSW - 3254 SE4SW4 S18- T31N -R17W (715) 246 -6200
town of Stanton
lot #2 -csm
N
1 " =40'
BM.= top of 1 steel pipe @ el. 100'
Alt. BM.= top of tel. ped. el. 102.50'
U
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v�
�a
LL r
Od T
�h 6P q
y �
Gary L. Steel
4 -8 -99
ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer
Mailing Address a A 5Sb1
Property Address T a
(Verification required from Planning De artment for new construction)
City /State ► Identification Number 03(o — 3 C
LEGAL DESCRIPTION
Property Location ' /,, �w '/4, Sec. -L.L, T 3 1 N -R 1 7 W, Town of l vl .
Subdivision �S Lot # Q
Certified Survey Map # LaOS tpjtS , Volume 3 , Page # 3 (.0?
Warranty Deed # , Volume , Page # 3.3
Spec house ❑ yesX no Lot lines identifiable ly yes ❑ no
SYSTEM MAINTENANCE
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 waste disposal system.
The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a
masterplumber, journeyman plumber, restricted plumber or a licensedpumper 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, herei , as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification
statin tha y eptic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30
day th a year expiration date.
S GNA OF APPLICANT DATE
OWNER CERTIFICATION
I ) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of
th ro escribed above, by virtue of a warranty deed recorded in Register of Deeds Office.
/ 2Q/ 11
IGI TURE OF APPLICANT DATE
* * * * ** Any information that is mis- represented may result :in the sanitary permit being revoked by the Zoning Department.
** Include with this application: a stamped warranty deed from the Register of Deeds office
a copy of the certified survey map if reference is made in the warranty deed
VPA , 3 �'' 60Es959
KATHLEEN H. WALSH
WARRANTY DEED REGISTER OF DEEDS
t - ST. CROIX CO., WI
RECEIVED FOR RECORD
This Deed, made between Dennis A. Johnson and Janice K. Johnson,
Grantor, and Nathan M. Olson and Amy K. Olson, husband and wife, 07 -16 -1999 11:15 AM
Grantee. WIRRANTf DEED
W"tnesseth, That the said Grantor, for a valuable consideration convevs EXEMPT I
to k grdee the following desci ::bed real estate in St. Croix County, State C CERT FEET FEE:
l cf Wisconsin:
TRANSFER FEE: 78.00
RECORDING FEE: 10.00
PAGES: 1
Recording Area
Name and Retun, Address
Nathan and Amy Olson
8046 Jody Ave.
Cottage Grove, MN 55016
Part of 036 - 1043 -50 -000
(Parcel Identification Number)
Lot 2 of Certified Survey Map fled June 24, 1999, in Volume 13 page 3672, Document No. 605625, located in
part of the Southeast Quarter of the Southwest Quarter (SE -1/4 of SW -1/4) of Section 18, Township 31 North,
Range 17 best, Town of Stanton. St, Croix County, Wisconsin.
I
1
This is not homestead property.
Together with all and singular hareditaments and appurtenances thereunto belonging;
And Grantor warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances
except easements, highways, utility rights and reservations of record, and will warrant and defend the same.
I Datua this day of July, 1999.
'Dennis A. Johnson
'Janice K. Johnson
AUTHENTICATION ACKNOWLEDGMENT
t
STATE OF WISCONSIN
ST. CROIX COUNTY /,:)
Personally came before me this � day of July, 1999, the
above named Dennis A. Johnson and Janice K. Johnson to
authenticated this _ day of me known to be the person(s) who exeoiite�the_kegoing
instrument and acknowledge the same. ; : ` '; ; '�
signature
signa
type or print name type or pri narne _"Tj vl -- 0
TITLE: MEMBER STATE BAR OF WISCONSIN ;Votary Public St. Croix County, , I"nsf
(If not, My commission is permanent. ('•,§tate exorotftlii Rate:
authorized 1:,, §706.06, Wis. Stats.)
THIS INSTRUMENT WAS DRAF ED BY Names of persons signing in any capacity sh ped or
T ;inothy J. Scott printed below their signatures. f
I BAKKE NORMAN, S.C. I
(Cignafure.::.;z; be authenticated or acknowledged Both are no
neces�ary.) -- — _ - - -- - — - -
i
Rofesa,onafs C —Pany Fond du Lac. Wtwa sin 807-655-2021
Fit' a
G45625
CERTIFIE EY MAP
Located in part of the Southeast Quarter of the Sou west Quarter of Section 18, Township 31 North, Range 17
West, Town of Stanton, St. Croix County, Wisconsin; being that parcel of land described and recorded in a
Warranty Deed Volume 915,Page 205, Document No. 473569 at the St. Croix Register of Deeds Office.
Prepared for and at the request of:
OWNER:
Dennis Johnson
1441 210th Avenue
New Richmond, WI. 54017 NORTH 114 CORNER —�
. Allen C. Schll SEC. 18 - -
Drafted b \\
Y pp (SET RR SPIKE- TO -
Krlstl A. EyIandt d \\
BE RECORDED) 0 \
NOTE: The parcels shown on this map are subject to State, County and Co.. \
Township laws, rules and regulations (i.e. wetlands, minimum lot size, access
to parcel, etc.). Before purchasing or developing any parcel, contact the St. I
Croix County Zoning Office and the appropriate Town Board for advice.
3•
LEGEND 0
o ,
�} County Section Corner Monument
of Record c I 1
• Set 1" x 24" Iron Pipe weighing
a minimum of 1.13 pounds per S89'49'00 "E 495.00'
linear foot. 412.78'
O Found 1 Iron Pipe \
• • • • • • • . Ln
Building Setback Line (100' from '� // .r i - \ 159.35 �; \ CIO
R.O.W. / 75' from Shore Line) `� \ P 53'f -L - I ; L
R= Recorded As
V� ��
saxty� GP 1 0
t +I�
i S �.Ig�i�' i 3 V
P r
ov
0 � ° '.`�`��'� Obi �c1. � � Q' J�� g . • • � � __ ° o h
7 � Y Q� /' �, // I 5 a0Ra 2g N6 0 HOUSE ' p 0 O cn I
A
RONALD F. �} O,/ �ti i % C I SEPTIC , I C N W Z I
JOHNSON °1! ij ° � ;I • WELL
S-1186 //'� , v
A P/ Oc� / J ( J A�9 / \. • I I I eh I
• ERY I'' ••' Jae /��ry;�� �-' �9i .� \� MEANDER LINE i '0
a . .• , al
p � P# oI MO � ����� /��� ' i i' o _ �yo/ i� It o 3 3 O o J� 1
LO ..Q LOT 3 I r; I o 0
n in N 0 o I I O
f 00 I tn
0 0 Go co
6 ./ \ LOT 2 LO 00 Z
SOUTHWEST CORNER ; ; yti '• ' r ► 3 i 4
SEC. 18-J 3: ; ; �1 3 -' - 00 b
(FND PK NA /L) / / !' cLq ^ c �y`� °
j O • PM N M 0 1 M h\ t I r 1 1
/��•.ti % LOT • 1. o ,,, ......... o . a .. p .. 1 r 33' �� / / i J �T N89'07'08 "W ` I I % l 1212.60' - -'- R.O.f / % _ - -- 37 --
t /- 303. \ ��/ 409 89'07'08 "E 10. 6� — 49911 = -- 0 .68' � 40�---- - - - - -- - - - - - - - - -- N89'07'08 "W 1237.50' -- - - 210TH
AVENUE � - - - -- 33
8' -------- N89.07'08 "W 2778.2-- - - - - -- (R =WEST) SOUTH 1/4 VOL. 3 PG_833 210TH AVENUE SEC. 18 -31 - SOUTH L /NE OF THE SW 1/4 OF
SE077ON 18 (ALUM. CO. UNPLATTED LANDS NOTE: FND ' " LOT 1 TOTAL AREA: IS N29'47'56 "E 181,253 SO. FT. / 4.16 ACRES FROM SET 1" I
AREA EXCLUDING R.O.W.:
164,371 SO. FT. / 3.77 ACRES
AREA TO 5H0_RE _LINE:
108,868 SQ. FT. / 2.50 ACRES (MORE /LESS)
LOT 2 TOTAL AREA: LOT 3 TOTAL AREA
266,475 SO. FT. / 6.12 ACRES 406,084 SO. FT. / 9.32 ACRES
AREA EXCLUDING R.OX: AREA EXCLUDING R.O.W.:
256,454 SO. FT. / 5.89 ACRES 392,563 SO. FT. / 9.01 ACRES
AR�TO SHORE LINE* LINE: AREA TO SHORE LINE:
170,185 SO. FT. / 3.91 ACRES (MORE /LESS) 324,890 SO. FT. / 7.46 ACRES (MORE /LESS)
'008 (star) 250 a�a NO ZTH
GRAPHIC SCALE
CIVIL ENGINEERING SCALE IN FEET: 1 inch = 250 feet
4319 BEARINGS ARE REFERENCED TO THE SOUTH LINE OF THE
P.O. Box 325 SW 1/4 OF SECTION 18. TOWNSHIP 31 N., RANGE 17 W. I
117 WHICH IS ASSUMED TO BEAR N89'07'08 "W.
Vol. 13.Page 3672
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Standard Erosion Ca
. ntral Plan
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Applic . - -�
Name � — _. - O � l�
Daytime to Cphone number
Street address, city, zip code
Laada a:a : LIPS / S a l rL a
Name
f i Daytime telephone number
(' LI LV to
Street address, city, zip code
W;2ti Of the building site (oampiece as appropriate):
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SE ��! ° quarter of section _` tZ" . Town
N., Range
Lot jD1. Block — A —
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Street I ess �� CJ
Instru alu:
1< Cc E'[Cte this plan by filling in requested information, marking (./} appropriate boxes, and Completing the site diagram.
2, In rapleting the site diagram, give consideration to potential erosion that may occur before, during, and after grading.
W .it runoff patterns can change significantly as a site is resha
Pte•
3. C1 i tern ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code, the DNR Wisconsin Constrxmction Site Best Mana
Rd fb��ok, and UW - Extension publication Erosion Control or H
Co ale ling this plan. The Wisconsin Uniform Dwelling Code and he Wisconsih Construction Si[e Best Management
A 11*ok are available through State of Wisconsin Document Sales, 648/266 335$, Erasion Control for t M Builders
(C �;2oC+i) can be ordered through Cooperative Extension publications, 608/262 -3346.
4. St itit this plan at the time of building permit application.
I - -
08/23/99 MON 14:28 FAX 715 386 4686 ST CRX CO ZONING Ca004
Cho* ,I appropriate boxes below, and compic;c the Site, diagram with neomsaxy infbMatioti:
b
Site Ctamcteristics
North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways.
PI 1:21 Location of existing draitnageways, streams, rivets, lakes, wetlands or wells.
❑ i Location of storm sewer inlets,
!I The gradient and direction of slopes before grading operations.
�3 The gradient and direction of slopes after final grading operations.
>g Location of existing and proposed buildings and paved areas.
19 ICS Overland runoff (sheet flow) coming onto the site from adjacent areas.
Erosion Control Practices
IQ 13 Location of temporary soil storage piles,
Note: Although not specifically required by Code, it is recommended that soil storage piles be placed
behind a sediment fence or more than 25 feet from any downslope road or drainageway.
is Location of grave( access drive(s).
Note: Recommended gravel drive design is 2 to 3 inch aggregate stone laid at least 7 feet wide and 6
inches thick Drives should emend front the roadway 50 feet or to the house foundation (which
ever is less),
17 Location of sediment fences (filter fabric fence, straw bale fence) or vegetative strips that will prevent eroded
soil from leaving the site.
❑ Location of sediment barriers around on -site storm sewer inlets.
O Location of diversions.
Note: Although not specifically required by Code, it is recommended that concentrated flow
I
(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.
0 fi [ 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 by seeding with use of erosion control mats.
11 0 Location of practices that wall control erosion in 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 not receive drainage from more
than two acres of unpaved area, or one acre of paved area. In channel practices should not be
installed in perennial streams.
❑ )i� Location of other planned practices not already noted.
j 08/23/99 HON 14:28 FAX 715 386 4686 ST CRX CO ZONING U005
-Site Diagram -
'Note: Any base map of useable scale can b substituted for this sheet.
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Site Diagram Legend Please indzcate north direction
PROPERTY _ _ SILT by.complcdng die aITOw �►
LINE FENCE
_ EXIST sTRAw
DRAINAGE BALES
� TD TEMPORARY GRAVEL
DIVERSION N
FINISHED TREE j �
DRAINAGE PRESERVATION `
_ LIMITS OF STOCKPILED 1
�— GRADING TOPSOIL
VEGETATION
SPECIMCATION Scale:
AREA 1 inch = Z—ft feet
08/23/99 MON 14:29 FAX 715 386 4686 ST CRX CO ZONING 071006
Indict irmajement strategy by checking (.) the appropriate, b=
4j .,�o"' Managcrncat Stratc�ics
0 )0 Temporary stabilization of disturbed areas.
Note: Although not specifically required by Cod4 it is recommended that disturbed areas and soil piles left
inactive for extended periods of time be stabilized by seeding (between April 1st and September I51h), or
by other cover, such as taring or mulching.
im PCrmaneat stabilization of site by re- vegetation or other means as soon as possible,
❑ R Use of downspout and/or sump pump outlet cdensioms,
Note: Although not specifically required by Code, it is recommended that flow from downspouts and sump
pump outlets be routed to stable areas such as established sod or pavement.
❑ 14 Trapping sediment during dewatering operation&
Note. Although not specifically required by Corte, it is recommended that sediment -laden discharge water from
Pumping operations be ponded behind a sediment barrier until most of the sediment settles out.
to Propel• disposal of building material waste so that pollutants and debris are not carried off -dM
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 barrier's height.
+ Breaks and gaps in sediment fences and barriers will be repaired immediately. Decomposing
straw bales will be replaced (typical bale life is three months).
+ All sediment that moves off -site due to construction activity will be cleaned up before the end
Of the same workday.
+ All sediment that moves off -site due to storm events will be cleaned up before the end of the
next workday.
• Gravel access drives will be maintained throughout construction.
• All installed erosion control practices will be maintained until the disturbed areas they
protect are stabilized_
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f stblication of the Unlvea4 of Wisconsin - Extension, Ron Sauss, UWEX Water Quality Education Specialist (12192).
This, i•,!Ication may be freely duplicated Additional copies are available through the UWF.X Environmental Resources Center,
216 Ag Hall, 1450 Linden thrive, Madison, K S3706 6081262 -3652