HomeMy WebLinkAbout032-2014-60-000 .. ,,,, '"•} ; �i 1 ` ice.
' ST. CROIX COUNTY ZONING DEPARTM ~A
W L
AS BUILT SANITARY REPORT ' ' 'x ;�' (�
7 .�i,;
EN
Owner l
Property Address �S' �'`'` - S' CRO X
COUNTY �.
City /State _�,� h, n = ,. I s ��s - ;,�,, ZONING OFFICE
Legal Description:
Lot —, Block Subdivision/CSM # ;�
t /4 ,IL t /4, Sec. ,�, T,�N -RAW, Town of 5.�� >. S�f PIN # ,e ,/ �� -_�oi� (.tO9
SEPTIC TANK -- DOSE CHAMBER -- HOLDING TANK INFORMATION
Tank manufacturer Size ST/PC / Setback from: House 7 Well P/L
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: Wid Z Length /, Number of Trenches
Setback from: House 4L2 Well h P/L Vent to fresh air intake
ELEVATIONS
Description of benchmark lie,, ./. �,2 �> Elevation 14,n t
Description of alternate benchmar Elevation
Building Sewer 7 ST/HT Inlet 3 ST Outlet PC Inlet
PC Bottom f�9. s� 9 Header/Manifold 7 7 Top of ST/PC Manhole Cover �U
Distribution Lines () / Z�2, 77 () ( )
Bottom of System () / ,p_Z I () ( )
Final Grade ( ) O ( )
Date of installation ' // / ermit number State plan number / �.� WO
Plumber's signatur � � � License number ��y��3 Date
Inspector �de
Complete plot plan
1 t
Wisconsin Department of Commerce M T
YSE
Safety and Buildings Division PRIVATE SEWAGE S Count9T . CROIX
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT) Sanitar3y�VRgjlo.:
Personal information you provice may be used for secondary purposes [Privacy w, s.15.04 (1)(m)].
Permit Holder's Name: �e Town of: State Plan ID No.:
IMMA, SHAUN MM�r::KKg
CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.:
t o o CS 6) U C_ �
TANK INFORMATION ELEVATION DATA A9800549
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic _ , �lv U2 e �� / Ben / chm i rk '7'7 S �G' . 7 �C
Dosing ���' 5 tT l ,� lm �. 1 'rs"
E n Bldg. Sewer i1,2�, -V7
g — St/ Ht Inlet ( 3. 3 2_ qSZ X3
TANK SETBACK INFORMATION St/ Ht Outlet
TANKTO P/L WELL BLDG. Air to
i ntake ROAD Dt Inlet /�{'f -2-
Air
Septi,c 4 /V p 76 NA Dt Bottom
Do_� .. f NA Header / Man. `/ 1 0 - 377
Aeration NA Dist. Pipe 3,-t 163.77
Holding Bot. System (p� CD -3 /
PUMP/ SIPHON INFORMATION p r Final Grade
Manufacturer 67, Demand 5 01Ai., 9' ,
Model Number � 37I&PM
TDH Lift/ 7•/6 Friction/ �, Syste TDH I�O I Ft
L oss Forcemain Length I Dia. 2 Dist. To Well
SOIL ABSORPTION SYSTEM
P EP 4ARENCH Width i Length ; No. Of Trenches PIT No. Of Pits Inside Dia. Li Depth
- DIM ENSIONS DIMENSION
SETBACK
SYSTEM TO P/ L BLDG WELL LAKE /STREAM LEACHING M acturer INFORMATION Type Of CHAMBER .� ] '�, Mo el m er.
Z� /L�t' OR UNIT
Systern4l. -d t� 3 /�'
DISTRIBUTI SYSTEM
Header / r nifold { Distribution Pipe(s)/ tr x Hole Size x Hole Spacing Vent To Air Intake
Length Dia. Length 9a Dia. r 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 ❑ Yes ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.)
LOCATION: SO ERSET 4.30.19,NW,NW R 1 AVENUE – LOT 5
J_ 1
Plan revision required? Yes] No t !
Use other side for additional information. ��GC
SBD -6710 (R.3/97) Date Inspector's Signature ert. No.
Safety and Buildings Division
Vi PERMIT APPLICATION 201 W. Washington Avenue
n In accord with ILHR 83.05, Wis. Adm. Code P O Box 7302
Department of Commerce Madison, WI 53707 -7302
• Attach complete plans (to the county copy only) for the system, on paper not less County
than 81/2 x 11 inches in size. _� a, Z
• See reverse side for instructions for completing this application State sanitary P N umber
Personal information ou p rovide may be used for second (0 & I
y p y ry purposes ❑ Check if revision to previous app cation
[Privacy Law, s. 15.04 (1) (m)]. 557 /
( ! �0 State Plan I.D. Number
I. APPLICATION INFORMATION -PLEASE PRINT ALL INF RMATION 03
Property 9wner Name Property Location
1/4 1/4,5 T , N, R (or)3U_:
Property Owner's Mailing Address L Number Block Number
City ate 1 Zip Code Phone Number Subdivision Name or ber
/- L
11. E OF BUILDING: (check one) ❑ State Owned it ge �/
Nearest Road ,/
Public 1 or 2 Family Dwelling ❑ Villa - No. of bedrooms Town OF
III BUILDING USE (If building type is public, check all that apply) Parcel Tax Number(s)
1 [] Apartment / Condo �' 8 G. l / th ` J ap ,� 1 9 7 dAW
2 [ 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 on line B, if applicable)
A) 1. tZ New 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5. ❑ Repair of.an
System
- _____ ________ System_____ ________Tank
______ l�r em ______________ Existing Syst ________ Existing
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(A 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
VI. ABSORPTION SYSTEM INFORMATION:
1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade
Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min . /'nch) Elevation
0 `"Feet Feet
Cap acity VII. TANK in allo Total # of Prefab. Site Fiber- Exper.
INFORMATION g Gallons Tanks Manufacturer s Name Concrete con- steel glass Plastic App
New Exist structed
Tanks Tanks
Septic Tank or Holding Tank h2no ® ❑ 10 ❑ 1 ❑ ❑
Lift Pump Tank /Siphon Chamber ❑ ❑ ❑ 1 ❑ ❑
VIII. RESPONSIBILITY STATEMENT
I, the, undersigned, assume responsibility for in allation of onsite sewage system shown on the attached plans.
Plum e ' Name Pri Plumb 's S natur t ) MP /MPRSW No.: Business Phone Number:
Plumber's A ress treat, CI ,State, Code):
IX. COUNTY /DEPARTMENT USE ONLY
❑ Disapproved Sanitary Permit Fee (includes Groundwater at
�pp roved ❑ Owner Given Initial I^ e I ssued Issuing Age Signature (No Stamps)
rcharge Fee)
� Adverse Determination UU�U
X. CONDITIONS OF APPROVAL / REASONS FOR I APPROVAL:
vai hj zwe? iM CA4va �x 1
SBD- 6398 (R.11/97) DISTRIBUTION: Original to County. One copy To: Safety & Buildings Division, Owner, Plumber
, r
Safety and Buildings
15837 USH 63
HAYWARD WI 54843 -8107
N) Pisconsin Tommy G. Thompson, Governor
Department of Commerce William J. McCo secretary
August 28, 1998
CUST ID No.224263
KIM A O'CONNELL
504 3RD AVE
OSCEOLA WI 54020
RE: CONDITIONAL APPROVAL
Ieentification Nutixber,
APPROVAL EXPIRES: 08/28/2000
Transaction ID No. 133700
Site ID No. 159413
SITE: Please' refer.Ad both identificatibW4
Site ID: 159413 above, radence wrtli the agency
ST CROIX County, Town of SOMERSET
NWI /4, NWl /4, S4, T30N, R19W
SHAUN SIMMA RES MOUND SYSTEM
FOR:
Description: NEW MOUND SYSTEM
Object Type: POWT System Regulated Object ID No.: 422311
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in
chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements.
This plan approval is for a 450gpd mound.
The following conditions shall be met during construction or installation and prior to occupancy or use:
• This plan action is subject to designer comments on the plan
A copy of the approved plans, specifications and this letter shall be on -site during construction and open to Co11 ditt��
inspection by authorized representatives of the Department, which may include local inspectors. All permits
required by the state or the local municipality shall be obtained prior to commencement of
construction /installation/operation. � ENT of
D, P OF SAFti3
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the addresxllV
on this letterhead.
GO
JSincere DATE RECEIVED 08/26/1998
FEE REQUIRED $ 180.00
, LAN REVIEWER FEE RECEIVED $ 180.00
Integrated Services BALANCE DUE $ 0.00
(715)634-3026, M - F 7:45 AM TO 4:30 PM
TBRAUN @COMMERCE. STATE. WI.US
1 f
t
RESIDENTIAL MOUND DESIGN
INDEX AND TITLE SHEET
Project SHAUN SIMMA
Owner SHAUN SIMMA
Address 734 LUND ST,
N, HUDSON WI 54016
i
Legal Description NW -NW SEC 4 T30 -R19W
Township SOMERSET County ST. CROIX
Subdivision Name Lot No.
Parcel ID Number
Plan ID Number 133700
ally
INDEX SHEET PAGE ONE
MOUND CALCULATIONS PAGE TWO
MOUND DRAWINGS PAGE THREE ;oM0 4ptNGS
PRES. DIST. CALCS. & LATERALS PAGE FOUR �
PUMP TANK DRAWINGS PAGE FIVE
PUMP CURVE PAGE SIX ,DO GE
PLOT PLAN PAGE SEVEN
Designer KIM A OQ8NNF7LL - License Number —2 ,-2 1-
Signature 0� 1 i � Phone No. 715 - 755 -3145
Date 8 -24 -98
Notice: Tampering with this file by unauthorized persons is prohibited.
Deliberate modification will result in disciplinary action under s. 146.10, VAs. Stats.
SBD-10462 -E (R.04187) Pagel of 7
e r
RESIDENTIAL MOUND DESIGN
E ht Bedroom Maximum
Complete information in red framed bones as necessary.
(y or n) n Is the stem over creviced bedrock?
Slope 2.5 %
Number of bedrooms 3
Wastewater flow rate 450 gpd 1703.3 Lpd
Depth to limiting factor 29 in 73.7 cm
In situ sal infiltration rate (code) 1 0.5 Igpw 20.4 Urn
Contour line below the upslope edge of absorption cell 101.35 ft 30.89 m
Use standard fill depths? OR Designer speed depth I in L 1 cm
Place X in box to use standard depths (1Z 24, A+4 Inclusive) OR specify design flit depth.
Center or end manifold I a (c or e) Estimated hole space 4 ft Not a final calculation.
Lateral spacing 1 3 Ift Minimum dose >= 10 times void volume
Use a 0 lateral spacing for trenches. Pump tank elevation 90.5 ft Outside bottom of tank
Number of laterals 2 Force main diameter 2 in
Force main length 1 85 Ift Force main actual dia. 2.067 in
SYSTEM SOLUTIONS Inch - pounds Metric Cell media "x" one only.
Estimated daily flow 450 gpd 1703 Lpd x Aggregate and pipe
Chamber and pipe
Absorption cell
Design load rate & area 1.2 QpdW 375.0 ft 34.84 m
Linear load rate 7.1 gpd/ft 88.0 Lpd /m
Design width (A) 6 ft 1.83 m
Cell length (B) 63.0 ft 19.20 m
Depth of cell (F) 9.9 in 1 25.1 1cm
Sand filter
Upslope fill depth (D) in 30.5 cm
Downslope fill depth (E) in 35.1 cm
Basal area required (gpd/infiltration rate) [Mfl: 83.61 m
Supporting components
Topsoil depth 6.0 in 15.2 cm
Subsoil depth at center 12.0 in 30.4 cm
Subsoil depth at cell wall 6.0 in 15.2 cm
End slope toe length (K) 10.2 ft 3.11 m
Upslope toe length (J) 7.9 ft 2.41 m
Downslope toe length (1) 9.6 ft 2.93 m
Total mound length (L) 83.4 ft 25.42 m
Total mound width (W) 23.5 ft 7.16 m
Project: SHAUN SIMMA
Plan I.D. 133700 Page 2 of 7
ti r
MOUND PLAN VIEW
observation pipes (typical)
��
_ 23.5 ft A m A= 6.0 ft 1.83 m
W 7.16m — k B= 63ft 19.2m
T ;� B �i� J= 7.9ft 2.41 m
I I = 9.6 ft 2.93m
y _
E K = 10.2 ft 3.11 m
h
— � = 83.4 ft —�-j
25.4 m typ. obs. pipe
A X B refers to absorption cell width and length (anchored securely)
J = upslope width
I = downslope width
K = end slope dimension ° ° s' (150 mm)
m
MOUND CROSS SECTION
D= 12.0 in 30.5 cm
lateral topsoil G H subsoil cap E = 13.8 in 35.1 cm
invert 102.9 ft F = 9.9 in 25.1 cm
elev. 131.36 m see note fiF G = 12.0 in 30.4 cm
E
A AsTrw c33 H= 18.0in 45.6 cm
SYS. 102.4 ft �� / Sand Fill
elev. 31.211 m 1� 4 ft contour .5%
130.911 slope /�
V Note: Absorption cell media wW
D = upslope fill depth plowed layer consist of aggregate and pipe
E = downslope fill depth or leaching chambers and pipe
F = absorption cell depth as specified eAggregate
G = subsoil + topsoil depth at cell wall at right. Chamber
H = subsoil + topsoil depth at cell center
Designer notes:
If aggregate is used, it is covered with code compliant material.
Project: SHAUN SIMMA
Plan LD. ### Page 3 of 7
PRESSURE DISTRIBUTION CALCULATIONS
Absorption cell Inch - pounds Metric
Width (A) 1 6 Ift 1 1.83 Im
Length (B) 1 63.0 jft 19.2 im
Lateral specifications
Number laterals 2
Holes/lateral 16 holes
Lateral length 60.0 ft 18.3 m
Perforation dia. 0.25 in 6.4 mm
Lat. dis. rate 18.64 gpm 1.2 Us
Sys. dis. rate 37.28 gpm 2.4 Us
Hole spacing 48 in L121.91cm
Lateral diameter Pipe diameter Daugnopt Design choice
Designer must 1 in25 mm Place X in red
"X" one choice 1 1 /4in/32 mm box of chosen
from the options 1 12in/4o mm X x diameter.
provided. 2inM mm X
3in/75 mm X
Manifold diameter Pipe diameter Design opxans Design choice
Designer must 1 in25 mm
"X" one choice 1 1 /4nm mm Place X in red
from the options 1 1 mn/4o mm X box of chosen
provided 2in/50 mm X x diameter
3in/75 mm 1 X
4inti 00 mm I X
Distribution system contains 2 lateral fs).
LATERAL DIAGRAM - END CONNECTION
Place correct lateral dagram by cilcking in one of the drawings at right and dragging the diagram into this area.
Laterals centered over the A & B dirnension Last hole drilled next to end cap end `I cap
P
All laterals we identical Holes drilled on the bottom of the lateral S
equally spaced
•
Force main connection pia tee or cross to man*old at ang point. Later& & force main of PVC Soh 40
• 2 permanent end marker (per COMM Table 84.30 -5)
Inch - pounds Metric
Lateral length (P) 60.0 ft 18.29 m
Lateral spacing (S) 3 ft 0.91 m
Manifold length 3 Ift 0.91 m
Hole diameter 0.25 in 6.35 mm
Lateral diameter 1.5 in 40 mm
Number of holes per pipe 16
Invert elevation of laterals 102.9 Ift 31.26 m
Project: SHAUN SIMMA
Plan I.D. 133700 Page 4 of 7
Total dynamic head
System head = 3.25 ft 0.99 m
Vertical lift = 11.50 ft 3.51 m Are laterals the highest point in the
Friction loss = 2.20 ft 0.67 m system? Yes 'W here.
Total dynamic head = 16.95 ft 5.17 m If no, what is the highest elevation
Dose Volume downstream of pump?
Lateral void volume = 12.7 gal 48.1 L Force main drain
Minimum dose = 127.0 gal 480.7 L back to tank? CY one)
Drain back = 16.6 gal 62.8 L x Yes
Dose volume = 143.6 gal 543.6 L No
Typical Pump Chamber Layout
In combination with state approved treatment tank. Tank construction as per Comm 83.20(3) WAC.
approved manhole cover
weather proof w1warning label and padlock
grade levels junction box 310 -/� grade levels
quick disconect `V
alternate
4" vent pipe electric as per NEC 300 and < outlet
Comm 16.28 WAG location 18'(46 cm) min.
wall of pump L-- approved W
chamber or outlet
combination T joint
tank 1 A 1/4" weep Grade levels
alarm on We as pump tank marttde = r min. above finished grade
pump on B necessary pump tank man. =100 mm min above firtshed grade
vent = 1in. above finished grade
pump 91.4 ft C' Y m
�/ vert = 300 mm min. shove Mshed grade
off elev. 27.91
D
3 " (75 mm) of bedding under tank and anchor tank as necessary 90.5 Ift Pump tank elevation
27.6 m bottom of tank
Tank specifications: WEEKS
Pump tank = 19,04 galln
Pump tank volume = gal Capacities: Inches Gallons
A= 24.5 466 0
Pump manufacturer: IGOULDS B = 2 38.1
Pump model number: IVYE0311 L C = 7.5 143.6
D = 8 152.3
Project: SHAUN SIMMA
Plan I.D. 133700 Page 5 of 7
..Performance f_z� M LifLift � ja u em
Curves Pump °(`'
METERS FEET
— MODEL 3885
25 80 SIZE 3 / 4 " Solids
70 — --
20 WEtOH
60
O WE07N
11- — - - —
15 50
W E 05 H -
40
10 30 WE03M - -- - - - — — } -- -
WE03L — - — - r
5 I
10
0 0
0 10 20 30 40 50 60 70 80 90 100 110 120 GPM
L L
0 10 20 30 m'/A
CAPACITY
X1ti,� GOULDS PU
� FALL M PS lzi'k .
METERS FEET
120 MODEL 3885
— SIZE 3 /4 " Solids
110 WE154H
30 100
90
25 80
70 - - -
;'0 — t
60
50 WE05HH _
15
40
10 30
20
10
0- 0 - H - H
0 10 20 30 40 50 60 70 irj 60 1 W 110 120 GPM
L -- 1 --
0 10 20 30 ml/h
CAPACITY
•1908 Gould& Pumps. Inc. fNo""July, i MW
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Wisconsin Department of Industry SOIL AND SITE E V A L U T I O N � ` .. Cfx- % Page of 3
Labor and uman Relations
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
-' _ C COUNTY
St. Croix
Attach complete sitd plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distance to nearest road. 032 - 2014 -60
APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION IEWED Y DA
-
PROPERTY OWNER: PROPERTY LOCATION
Bruce Wang GOVT. LOT NW 1/4 NW 1 /4,S 4 T 30 N,R lg x € (or) W
PROPERTY OWNERS MAILING ADDRESS LOT # I BLOCK # SUBD. NAME OR CSM #
505 Valley View Trl. A na csm 1
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE RIfOWN NEAREST ROAD
Houlton, WI. 54082 (715)549 -5614 Somerset I 50th. St.
ic I New Construction Use [x] Residential/ Number of bedrooms 4 [ 1 Addition to existing building
I I Replacement [ ] Public or commercial describe
Code derived daily flow 600 gpd Recommended design loading rate .5 bed, gpd /ft gpd /ft
Absorption area required 500 bed, ft 500 trench, ft Maximum design loading rate .5 bed, gpd /ft .6 trench, gpd /ft
Recommended infiltration surface elevation(s) 102.35 ft (as referred to site plan benchmark)
Additional design / site considerations system el. based on contour line of el. 101.35'
Parent material glacial drift 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 El CC ® S El [IS Z U El S ®U El S 7 U El S ] U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
..................
1 0 -11 10yr4 /3 none sil 2msbk mfr gw 2f .5 .6
2 11 -29 10yr4 /4 none sit 2msbk mfr gw if .5 .6
Ground 3 29 -39 10yr4 /4 c2d 7.5yr5/6 sic( lcsbk mfr gw na .2 .3
101 ft.
e lev. 15 4 9 -60 5yr4/4 c2d 7.5yr5/6 scl lcsbk mfr na na .2 .3
Depth to
limiting
factor
29"
Remarks:
Boring #
1 0 -10 10yr4 /3 none sil 2msbk mfr
2 10 -18 10yr4 /4 none sit 2msbk mfr gw If .5 .6
3 18 -30 5yr4/4 none sl lcsbk mfi gw na .4 �.5
Ground
elev. Y Y
4 30 -60 7.5 r4/4 c2d 7.5 r5/6 sl lcsbk mfi na na .4 : .5
1 00.1 ft.
Depth to
limiting
factor
Remarks:
CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6 0Q" / NGp �'
Address: 1554 20 . Ave. New Ric and WI 54017
Signature: Date: 5-8-29 CST NttrOb' r', - 298
STEEL'S SOIL SERVICE
Gary L. Steel 1554 200th Ave.
CSTM2298 Bruce Wang New Richmond, WI 54017
MPRSW -3254 NW4NW4 S4- T30N -R19W :, , (715) 246 -6200
town of Somerset
pcl. A
r—
N
1 =40'
BW.= top of 2" pvc pipe @ el. 100
Alt. BM.= nail in wooden corner post el. 97.35'
�5
,3
X IV
(� b ell
ol
`ZVr,
s/ G
�'Z `�• mod,, - ACA- cf►Y1
Gary L. Steel
5 -8 -98
ST. CROIX COUNTY
WISCONSIN
ZONING OFFICE
ST. CROIX COUNTY GOVERNMENT CENTER
MNr■
""e 1101 Carmichael Road
F;.
Hudson, WI 54016 -7710
(715) 386.4680
October 2, 1998
I
Bonnie Lind
743 Lund St.
Hudson, WI 54016
Dear Ms. Lind:
At the September 29, 1998 meeting of the St. Croix County Planning, Zoning and Parks
Committee, approval was given to your three lot minor subdivision. The map was
released to your surveyor on September 30th.
As a condition of approval, the committee requested that an erosion control plan be
submitted and reviewed for each lot prior to the beginning of construction. The plan
should follow the submittal plan for one and two family dwellings, and should be
submitted to the Zoning Office.
Until this is completed, no sanitary permits will be issued for the new lots.
Should you have any questions, please contact me at the above number.
Sincerely,
AMaJ.
Assistant Zoning Administrator
/dm
cc: Clerk, Town of Somerset
Laurence Murphy, Surveyor
File
r [
FAX
ST. CROIX COUNTY ZONING OFFICE
1101 Carmichael Road
Hudson, WI 54016
(715) 386 -4680
DATE:
TO: Fax Number.
Name:
FROM: Fax Number. 386 -4686
Name:
Number of Pages Including Cover Sheet
IF COMPLETE AND LEGIBLE INFORMATION IS NOT RECEIVED, PLEASE
CONTACT:
NAME:
TELEPHONE NUMBER:
x.0/29/98 13:32 FAX 612 337 8109 SF&0 LTD. MPLS. Z002
1 T$LT 11:40 FAX 715 386 4686 ST CRX CO ZONING a002
Standard Erosion Control Plan
for 1 & 2 Fanuly Dwelling Construction Sites
?,cciir itgsilo apFets II EIK:ZO ° ;i& ;�l. ;of rlte"Wis+odnsinY lw
g•soil - iiiti�mttttol•: i7ao
Cpdo : a•
t ;;mss o:'be . Itted aria •approve pFio�r to tha'isspaialribiiiid , ts''ior,ilamiCy
up ' M
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rt {^;. , i,l�. , :r,..:;- ..<::. ° .ii�w.: ;a...: <:y •a te � ', �' .�",w...,,.,�, .ghq •mh ��r ::::' �'iS::.t•1,�: a s . .,�...�se..'. R'o •�nyl
• - ;z �`,f3CY�ii•;r`.,,. !"i;l,rr �n .Haya.y�. •. i:•::• :..3.'.` ., „� w ei..... "p tUt'Sl?"!�+� Mi3..
:�oxas, t��. s3lir�tur5��noi '�:�ttian,i�p��d ^ ;oraa'�e;.�la• Me+ielop�ng „cli'a'r;„';d�;., re -.
, �.w.�...=:..,,. .�• x, .•:........... U.. .f � »'•.•:'•'':�� < r "' .. r ,,. 6w '✓' ,R �I "r; rl,l '
i �� "'' �""" �'' r ' y io�;.' biaia�s. �aDastr�tc !'�4P'•,��s_ie�sbxii:� t ��s�iargc, r�peEtt���iroiu `i�ii;�1t-i�sln'
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N il V fly �SOLIIC�',�.. ,ill: :h > t,,y3y i�iTT . •' �.. '7i I I I "4r •FrfiA. a�.,..�::} :'.:'��N.4''.'r'r ",S"x } r .
. x,. � I' „• a �°.'”' .o>w::. •.:.e� w � ti. ..... q....
' < `'f'&.. s; i'• w MAN L,V" �i7S�i- W7fxl i.f.. � �- i�'vn'.'i� "e'."3"':•:,ti a� .^4' .i�, �I :.
wa... .a•M ..'.; : .', w1 , •6i.nM >3�c}>• l ,�, r.M " + u�lr�: I
:- ,° vll I ,••,•;., ,,yy '�a !„' I •• ,r !7
•:'�' 11 "'+ `MI" I 'r,�i r i „ Ii , Mr Y"6`9L6:v.•:M".R S
I r
S� "al S F I( z - 3'5 7 . `8U
AP
P t tr Daytime telephone number
Name
So 1 rr & Ul Eru 'TR,b tt_ t l-�vt..�b to r '''' _
St[= address, city, zip code
Laos nmcr_ Sh�t� St d t - ;� —gLt7
Name Daytime telephone number
s s t v tk r_t- -” L c erw -r fS vb Lt_... , HkO U Lt a N tAJr "OK
Street address, city, zip code
Loc 3n of the builddhe site (complete as appropriate)-
4J — quarter of Section `� Town 3 G N.. Range rte_ W
h
Lot Block
XX ic T-
Sire address
It& cdo=
1. knplete this plan by filling in requested information, marking (4 appropriate boxes, and completing the site diagram-
2. completing the site diagram, give consideration to potential erosion that may occur before, during, and after grading.
iter ru noff patterns can change significantly as a site is reshaped.
3. Vi.pters ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code, the DNR Wrseonsin. Connrucrias Site Bert Managamcmr
rridbook, and UW - Extension publication Erosion Control for Horse Builders can be referred to for asafsranee in
nipleting this plan. 'ne Wisconsin Uniform Dwelling Coda and the Wtrconsm' CORSOUction S i te Brsr Management
mdbook are available through state of Wismnsin Document Saps. 605,2666 Erosion Cosrrol for Horne Builder
i can be ordered through Cooperative Pmension Publications, 608262 - 3346_
4. zp, aij this plan at the time of building permit application.
a003
X 10/29/98 13:32 FAX 612 337 8109 SF &0 LTD. MPLS. igg 003
10/29/ THU 11:41 FAX 715 386 4686 ST CIi% CO ZONING
Chi v) a ppropriate bows below. and complete the site diagram
with neo65aty inLv[vaatioa:
�
` g,tc Qtaraauistics
North arrow, scale, and site boundary. Indicate and name adjacent str=Ls or roadwags
❑ yocadotn of existing drainagevirays, yltcaM rivets, lakes,
.i►eUattds o[ vycll$-
Location of storm sewer inlets.
The gradient and direction of slopes before grading operarions-
The gradient and direction df slope$ after final grading opetatiotu.
I,cmtion Of eldsting and proposed buildipgs and paved areas_
p Overland runoff (sheet flow) coming onto the site frorri adjacent areas.
obion dantrol Practiaa
❑ lotion Of tOMPO ly sod storage piles -
Note; Although cot specifically requited by Cade, it is recommended that soil storage piles be placed
bsJtind a sedirnatl jen= or murc rhos 25 feet from ally downslope road or drainageu+a,.
Lotio Of ravel acres dtive(s).
1Yott� groyet drive desigrn is Z to 3 inch 4Sgregare scone laid at least 7 feet wide and 6
f e et
or to the hVWd f xotdasat (which
thick. Drives should eared from Me roadwq $0
ever is lenx)-
p Iecation of seditneni fences (filter fabric fence, straw bale fence) or vegetative strips that will prevent ereded
soil frond loeving the site,
1 IK, Lmotion of scriiment barriet5 arouftd on site storm sewer itnlets_
I.O=tjon of diversions
!Nate: Al"ugh not specifically required by Code, it is reeamme"ded eoncentrotsd flaw
hee flo
(drainagewayrs) be diverted (reatected) around � ile ov
a be diverted crowed distrl s rbed areas.
from adj areas greater chart 14000 sq- I
Location or practices that will be a pplied to control erosion on steep scopes (grea
ter than 12% grade) -
Nole: Such practices ineitsde Maintaining eristing vegetadort, placement of additional sediirneett fences,
diveniinv s, and re- vegetation by sodding or by seeding with rise of erosion centre! Plats
Location of practices that will control erosion in areas of concentrated runoff flow -
Noce: UnstabdMeddrMnagcwgp, ditches, divemiQrts, and inlets should be protected from erosion through
use of such pracoces as inebannel fabric or straw bale barriers, erosion 00=01 mats, staked sod,
and rock rip -rap Then used, a given ra- chOnnel barrier should not receive diaiRAge ld na m om
rl errs two dries of Ljnpaved area, or one acre of ,paved area In- channel pre
instalted in perrinnial snearrts.
,4r x.,ocation of other planacd practices not already nored-
rte: �������
MEN Ommm ONEEME
SPIN
Low
10 awww6midEmmu m airs
EEL ��i�ir ■� ■�'m■ ■t!■■ /l1��■!
■0■■mums . ;-; ;II!Im!!■m%■■!■
OEM m
■!�i ■■ ■ ■� ■■t ■■!■ l!!MEN
!�■■■!■!!■■i!■!i■rt��i�MEN
■MEMI!!M■■■■t■!!■l ONENESS
■IM■MM■ ■M!! M■NM■ ANNE ENE
Site Diagrarn Legend
PIPMOPEFIrf SILT
Llwr; FENCE
EXISTING STRAW
DRAINAGE SALES
FINISHED - TREE
DRAINAGE . PR ESERVATIOIN
LIMITS Of sT609PILED
GPANNG
vewETATiOm
SPECIFICATION
(D jLRGA
,�
10/29/98 13:33 FAX 612 337 8109 SMO LTD. MPLS. Q005
10/29/98 THU 11:42 FAX 715 386 4686 ST Clt$ CO ZONING 1005
Ind U; mawfi=cnt strategy by CJ10* 09 (") the appropriam bow
i
e Manaecmatt StM 9
Temporary stabilization or disturbed area&
Note: Although not specifically required by Code, if is reeommerWed that distrlrbad areas and sail pifes lep
inactive for emended periods of tune be stabilized by seeding (between April Ise and September 15th), or
by other cover, such 0 tarpiag or mulching
permanent stabil&ation of site by rcvogetation or ollwr means as soon as P00fbla
Use of downspout andlbr sump pump outlet catcosiots.
Note: Altltoagh nor speeifwaUy required by Cade, it is recommended that flow from downspouts and sts►rtp
pump outlets be routed to stable areas such as established sod ar pdvan 4
'napping sediment dm dng dewatcring o pctatiaas.
Note. Although Rot spsclftcal& required by Code, it is recommended that s ediment -laden disc&tgc train from
prrtnping operad mu be ponded behind o sediment barrier until most of the sedlroenr settles out
Proper dip sd of building material .taste so that pollutants Ind debris are not =r[itd oQ
>tdaiat of erosion control practices
• Sediment will be removed from behind sediment fences and ban iets before it rMches a depth
that is equal to half the barrier's height.
S calm and gaps is sediment fenecs and barriers will be, repaired immediately. Decomposiflg
straw bales wM be replawd (typical bale life is three months).
All sediment that moves off site due to aDustruaion sc[ivlty will be cleaned up before the end
of the same workday.
• All sediment that moves off-site due to storm cents will be cleaned up before: the end of the
non Workday.
Gravel a asss drives will be maintaited throughout construction_
All installed erosion control practios will be maintained until the disturbed areas they
protect are stabilized,
���.,�,.,.: � ';�i;1;la if ;s, ;,y,f :��� 'yis'pi�`•' ..i�;!' :;w,+h',' �'t"
i�i g :.;,, y•�<•M +„ , I ' ,7 , AfN'•i': F'• . .. � M,` +.
s ^' uadcrstand t�leiGOtlSt etioa' control :prov�5toiis pt'ttie Wisect
titr ^ntifetm
X' �[ereby c�ttify AaP,'�! to
D�iielGng Cade, and -Ah'si I•a�pt rcsponsibUity for 6rrfiag " out:thc :'above. :eicSiori','aoritrol -':peen as 'ppxo+ by
;,tic rode• enforaemerit authority.
:Stgnatutt•of'applicamt <., ,,;" • '. ' ' s;.' .. .
4 publication of the Urriversiry of WrsCOMSltl- Esrerrsion, Yore S ims;, Uw X water Quell y Education Specialist (12192)_
.. ,. _ . �� :..__. - -- --- ..._ :►_�,� .L�_._s .i., rnrJrY F`_....,..�.�_l,rt R /crru►c C eAfrr.
3
ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer 's;hgvtj
Address S� V tQl� 1 t
Mailin
g A ---a
Property Address S J f `�' C
(Verification required from Planning Department for new construction)
City /Stag; Z set E ( Parcel Identification Number
LEGAL DESCRIPTION
Property Location NNW '/,, N H/ ' /,, Sec. TR� Town of Sf*?Qf S te'
Subdivision , Lot #
Certified Survey Map # k d , Volume / S , Page #
Warranty Deed # ��iS� /y , Volume _(r , Page #
Spec house O yes no Lot lines identifiable f $yes O 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
►vaster plumber, journeyman plumber, restricted plumber or a licensed Pumper verifying that (1) the on -site wastewat� rdisposal 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 u•rdersigned 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 Zoning Office within 30
days of the the ear expiration date.
SIGNATURE OF APPLICANT DATE
OWNEI CERTIFICATION
I , we) certify that all statements on this forni are true to the best of my (our) knowledge. I (wc) am (are) the owners) of
the proper, described above, by virtue of a warranty deed recorded in Register of Deeds Office.
/e / qp
r �/ / 3
SIGNATURE OF APPLICANT DATE
****** Any infnnn;+tinn that is nns r-prrv•ntrd may result in the sanitary permit being revoked by the Zoning Department.
•• lt►t•hltle With this rtl►Irlicillilm .I ,t,riol J \�M ilrr•tl from III, Rr l i,tr t of Devil': offic(-
a cope of tine certified survey Wrap if reference is made in the warranty deed
s FILED 1a
S EP 3 0 1998
tl KATHLEEN f.wALSH 11
RegisterofDeeds
SL Croix Co., W1
CERTIFIED SURVEY MAP
Bonnie Lind
Part of the Northwest 1/4 of the Northwest 1/4 and of the Northeast 1/4
of the Northwest 1/4 of Section 4, T 30 N, R 19 W, Town of Somerset,
L EGEND St. Croix County, Wisconsin.
O /ND /CATES 1 "x 24 "IRON PIPE SET
(M /N. wT.- /. /3LBS. /L IN. FT.) OWNERS ADDRESS -
0 INDICATES I "IRON PIPE FOUND 742( LUND ST. NO.
A /ND/CATES 5 /8 " /RONBAR FOUND HUDSON, W/,
4 - COUNTY SURVEYOR'S MONUMENT Note: These three parcels comply With the St. Croix County
(R= ) RECORDED AS net proj area requirement.
112 ACRE MIN. CONTIGUOUS BL DG. BENCHMARK LOT 6
TOP / "IRON P /PE 722,260 $0. FT. OR 7.S98ACRES lNCL.R /W
1� AREAW /LESS THAN 19% SLOPES EL.:100.00(ASSUMED) „s 1372.29' 295,799 Sa FT. OR 6.791 ACRES EXCL. R/W
x SOIL80RING - - - -N88 °23'34 "E 2103.20' - --- NORTH 114 CORNER
UNPLAT o w4rER EL. =85.9 SEC. 4, T3oN,R /9W
o (7/2T/981 M LANDS
NORTHWEST CORNER ih "� $ SOUTHEAST CORNER
SECT /O N 4 N R /9 W �'' M 6 0 SECTION T30 + 10 9 W
88 °24'14 "E
fC1E7r , ..� UNPLATTED POND L ' 828. ti•544./� _ �,..... .[....._. � LINE NW %f4 SECT /ON 4 T p FJ'+ 65 0 ... / DRY - -- /478.37'
- -- CORER /S 2.B' 0 �I FSOUTHERL ¢7 YR/W J O ry1 h. ? c�,�� y. W 28/97 lPONO / LOT 6 � x=54 / 3B 50 "wI
INE ✓ N 4� `,�A _\ S38 0¢8'47"W
BOTT. EL. = 90.8 tD y P ti �1 $ i - - 7.08'
W 3 ss, cERriFr_E_o'
(71271981 SURVE I
L QT A
j 7 OR 17.991 ACRES INCL.
3�J95'.Sq. T, . - 4�
R/W N �e ,/ ' �d�.S $ / ° ¢gOtW, 41.
4��
Fti r rr {•
HI q 714A j. Sq. Fj; O? 17,I977CR�CL. R/W O ✓ cad /� f F� - (S�S41o38 6
,r 1 ? / S38 °4B 47 "W
10 L QT 2
an �
1 Jo N58o�`2133 W
JI
Wt �I , a` s� ss 3 s / 33.00 VOL /
�I J WEST LINE NW /4 `��'a ?,,>�� A1'PROX EASTLlNE
SECT /ON4 .'b 0 ��� �r S3 /99 4-NWv4S EG 4
o -
4!j b r l) x k N � 5 0� OC+ � ' ?1a
VI 0 2531 k 3gs94 s' IY Q y 'h ti� �F,Q r/ ,� �, 0,2 � 3
g N 5
*091) LOT 7
0
QI Cpl S ^ 498,986 S Q. FT. OR 11.455 ACRES INCL. R/W
e o
gl Z1 M 4 485,209 q.FT.OR It. r39ACRfS: EXCL. R /W
CJ
: f p
ASGNMENT OF 50 th Sr IS
AS PER AD ✓O /N /NGNG GS.M.s
W LOT 2 ¢� '
�� G SCALE IN FEET Y 1" 300'
OI
(nl h °- �� ° - '
u� O 50100 200 300 600
% o 6 BEARINGS ARE REFERENCED TO THE NORTH
LINE OF THE NW1 14 OF SECTION 4, ASSUMED
LINE �( ,/ 6a ,
SEA RING N88 ° 23 34 E.
2
r +
FAX
ST. CROIX COUNTY ZONING OFFICE
1101 Carmichael Road
Hudson, WI 54016
(715) 3864680
DATE:
TO: Fax Number.
Name: ska- ('4 r O M 97al
FROM: Fax Number: 386.4686
C
Name: A �
Number of Pages Including Cover Sheep
IF COMPLETE- AND LEGIBLE INFORMATION IS NOT RECEIVED, PLEASE
CONTACT:
NAME:
TELEPHONE NUMBER:
Pt,4/ YM i C'
CD w
0.- E c
c o c E
(� c m .w > a o _E o
Co o T o n o � m o Q
m rn cQo `_'' rnE .E H
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U �� a o Q wo E'o
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• '0 o� dE. o� �� cl O
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-- ~ O O o 0 > 7 C _ ` O w W
I > O U O) a� 1
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2 a CL v c E y° ° o c c °
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U am ° d c E a m °m
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w 21M
H� c F Uc� UY �`° 0 F0 Q
m om ^_ E o
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z - - w
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0
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ST. Ct2(11X COUNTY
SU Ri! Yt�R ;7 d ,,i1r Ca
�.. C E R T I F I E D S U R V E Y M A P
k. A
„ 66.00'
POINT OF BEGINNING
3 55° 42 14 E 261.36 N 64 ° 26'43" W, 1,495.09'
vb o 228.36' 3 3 FROM SE CO OF
0 _ NE4 NW 4 SECTION 04 -30 -19
O e}
O
� _ O
N � P• �
N o N
M
` ?
W LOT ( o o `� 5 55 0 42' 14" E 380.88'
h
3 2 81.0 9' a 66.7,,9' o
N NIA �gm
O
N
0
M
Z 228.36'
Q
N 55 261.36 .0 LOT 2 O
66
o
_ o
/ o hOO• QO �p ��� S T. H. 3 5 & 6
TOWN ROAD r- Iwo OO•
to h M 4 b
O
Scales 1" = 100' Oto ma
CO ^ o
W t �.
Q denotes 1" x 24" iron pipe set % m
d 9 `
0
m
0 53. CO
S
s FILED �o d
SEP 3 p 199$ ► NOU 17 1998
17 KATHLEEN H. WASH
�� �� RegisterotDeeds ST, CROIX COUNTY
1 . SL CroixCo.,Wt SURVEYOR'S RECORD
CERTIFIED SURVEY MAP
Bonnie Lind
Part of the Northwest 1/4 of the Northwest 1/4 and of the Northeast 1/4
of the Northwest 1/4 of Section 4 _T 30 N, R 19 W, Town of Somerset,
LEGEND St. Croix County, Wisconsin.
O INDICATES / "x Z4 " IRON PIPE SET
(M /N WT. h/JLBS /LIN.FT.,I OW A -
• INDICATES / "IRON P /PE FOUND 74Y LUND ST. NO.
INDICATES 5 18 " /RONBAR FOUND HUDSON, WJ,
COUNTY SURVEYOR'SMONUMENT Note: These three parcels comply with the St. Croix County
(R RECORDED AS net project area requirement
BENCHMARK LOT 6
112ACREM /N.CONTIGI/OUSBLDG, /TOP / " /RONP /PE 322 ,260SQ.F7,OR7.398ACRESINCL.R /W
AREA W /LESS MAN 19%SLOPES EL.: 100.00(ASSUMEO) �f 1372.29' 295,799 SQ F7 OR &791 ACRES EXCL. R/W
x SOIL BORING N 88 "E 2103.20' - - - NORTH I14 CORNER
U NPLAT,TE D ER L. 8 5. 9 SEC. 4, TJON
WA � �' j,R/ 9 W
-g. (727/98) h LANDS
NORTHWEST CORNER M _ "� 06 SOUTHEAST CORNER
SECT /ON 4,TJON,R 19W _ 10 SECT/ONJ4,T3/N,R/
_ i r � - POND LANOS� . NBB°P4 /4 "E
U NPLATTED -- 68°4B"E
82B L,544 J � 4J ' LINE dv;;I SECT /ON 4 2?' I - .DRY I - --/478.37'-- �p Ql S /S 2.8'= 1 + 'mo : k� '�' L' S 38048
47 "W 28/,9Y Z $I I S ERLY R/W l 0 ti, h� � $ y al POND / d LOT 6 4 d yh h o W) SE
SJ8 "W
LLJ
BOTT.EL. = 908 ? s by ti ti 'r:Qll�4'� ,S OB
Q I �aC£RT SURVEY
l42 Q
411 O r il, ? 4 . , "1yiIW 11 - D4'I ; v ` r +•
>I 7 r t,� 5 SQ. FT, OR It.t9/ ACRES INCL. R/W N F .� Bo481 0 NS --� ^• . •., t ". ;.
�I �, 7 $�,7�3
so. FT 1 ,190 AC�s� R/w ✓ I S��. `�� _ r S
�� tii lJ ( ma y /��� Z \ N �w� a' S3B °48'47 "W
^0 t
�•
a l / " .. Z � 6
p 33.00 VOL. /
N.584121 1 33 Aw
U. .:
WEST LINE v w 114 APP X EAST
SECT /ON4 N �1� �� r � + s �� O /9��4W//4SEG4
WI a r41 ,� J + `' c i Rio �• LOT 3
U� 531 Jp si,, Q`yh ry��Fl P. o�, w� _ :rc •,u
• $ 9 0
r S � ,�� ^� ICJ /- `tP- �3 �3 .;:H •:1Ytf.
4 p SOT m za ,'.r�. �� >• +aq :;.F
QI S01 p i 498,986 SQ.FL OR 11.455 ACRES INCL. R/W 31r Ca n / � `\ .+'•'r •.•cwt
13 O 485 209 Q.FT, OR 11:139ACRES;EXCL. 1 R1W
' V ,o
�j 2 / / ////��� /1 v O pp A N ,♦ A OF 50th ST, /S
AS PER ADJO /N /NG GS.M,a
k1 al u •
>I - M1� L ? SCALE IN FEET 1" 9300'
In r
50 100 200 300 600
b
� ,•.• �' • � � o. BEAR INGS ARE REFERENCED TO THE NORTH
�p 1 $ • �' /� L /NE Of THE NW// Of SECT /ON f, ASSUMED
•y1' %„ I BEARIA N88 - E-
w! iSNE 6 k�oti4 1