HomeMy WebLinkAbout038-1201-20-000 PP 7in Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
afety and Building Division
INSPECTION REPORT Sanitary Permit No:
399510
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:
Charland, Jacq I Star Prairie Township 038 - 1201 -20 -000
CST BM Elev: Insp. BM Elev: B M
/00 1 41
TANK INFORMATION tLEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark D
Dosing Alt. BM
Aeration Bl e -/
Holding St/Ht Inlet q3 -13
TANK SETBACK INFORMATION St/Ht Outlet l
TANK TO P/L WELL BLDG. Vent to Air I take ROAD Dt Inlet 1-2 �
Septic ,'/ t a , Dt Bottom / 9G X f , -7
i
Dosing Header /Man.
Aeration Dist. Pipe off. 3
Holding Bot. System /
-Z . Q
Final Grade
PUMP /SIPHON INFORMATION N = I a.5 DO • y
Manufacturer Demand Sher
GPM
Model Number , , -co 3` 1 ? r1 , ('e
TDH Friction L q System Head TDH Ft
Forcemain Length Dia. y Dist. to Well f
v 2
S
S^ ABSORPTION SYSTEM
BED RENCH Width Length No. f Trenc es PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
D NSIONS S W d .
SETBACK SYSTEM TO P/L "LDG WE ! E/ST cturer:
EAM
L HI G Manufa
INFORMATION
CHAM O
R
Type Of System: � 'r lr Model Number:
DISTRIBUTION SYSTEM 5-e-e l at, —1
Header /Manifold i bution l [ x Hole Size x Hole Spacing Vent Air Intake
0 Pipes) I p p � 2 Length Dia Z I LD., st
ngth /� Dia �? Spacing ? / p J
SOIL COVER x Pressure Systems Only xx rOound Or At -Grade Systems Only
Depth Over jDep#iOver xx Depth gf�/, xx Seeded /Sodded xx Mulched
Bed/Trench Center ( Bedlrr nch Edges Topsoil ' U FE] Yes [it No Fm] Yes / E ] No
COMMENTS: (Include code discrepencies, persons present, etc.) In ection #1:j / 2 Inspection #2: / /
Location: 2126 81st Street Somerset, WI 54025 (SW 114 SW 1/4 18 T31N R18W) Rolling Oaks Lot 1 Parcel No: 18.31.18.1066
1.) Alt BM Description
2.) Bldg sewer length = ��`b
- amount of cover =
3.) Contour = 1 9 , 5��� t'
Plan revision Required? U Yes W / No / w o r O /_ �
Use other side for additional information. tx (U CJ
Date Insepctor's Signature Carl. No.
SBD -6710 (R.3/97)
I�
al 3l
r'U Safety and Buildings Division County —
201 W. Washington Ave., P,O, Box 7162
IScoi C�� Madison, WI 53707 - 7162 Site Address
�7 2AZ,(, �� 1 � ✓-��
Department of Commerce
Saniary Permit Number
Sanitary Permit`Application5 G
In accord with Comm 83.21, Wis. Adm. Code, personal information 41.pfq+ +de Q Check if Revision 3q! 5YC
may be used for secondary ses Privac Law, s15. in
I, Application Information - Please Print All Information r' S Plan I.D. Number
� � $q
Property Owner's Name Parcel Ntmtber 1$��j /, 18'ilb"
Proper , �Mailiag ss `^�rY Pro Location
City, Statc Zip Cale Phuts2.Nuinlucr l Number Block Number
ubdivis' am CSM Nurnlxf
I.I. �'P mg
Type of Build' (check all that apply) ❑City Bedrooms
Qg 1 or 2 Family Dwelling - Number of � ❑Village
C3 Public /Conuncroial - Describe Use OTownshi
I
❑ State Owned Nearest Road
W. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable)
For County
A tsse
1 JX Ne 2 ❑ Replacement System 3 C3 Replacement of 6 ❑ Addition to
System Tank Only Exis ' S stem
B. ❑ Check if Sanitary Permit Previously Issued
Permit Number Date Issued
IV. Type of Permit: (Check all that apply)(numberin scheme is for internal use)
44 ❑ Non - Pressurized In- Ground 21X Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland
22 Cl Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line
45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other �" 14
V. Dispersal/Treatment Area Information:
Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade
Required Proposed Rau(Gals, /Days /Sq.F(,) (Min./Inch) Elevation
Mt�N r
VI. Tank Info Capacity in Total Number elm MAnufRTAVL Prefab Site S1ul Fiber Plastic
Gallons Gallons of Tanks ` Concrete Coastructed Glass
New Existing
Tanks Tanks
ScI or Holding Tank
Dosing Chamber — go J % S
VII. Responsibili ty Statement- I, the ttndersigned, a responsibility for installation of the POWTS shown on the attached plans.
p l�=�berC'Namc rirtt)� Pltunbe 's Si rc MP/MPRS Number Business Phone Number =�S
Plumbers ddress (Street, City, State, Zip Code)
X,
VIII. County /De artment Use Onl III, ❑Disapproved Sanitary Permit Fee (includes Groundwater Date Issued to Signsture (No Stamps)
kApproycd Surcharge Fee)
❑ Owner Given Initial Adverse nv !D 1 7, Dete rmination 3 00 nG7 _ O - --
IX. Conditions of Approval /Reasons for Disapproval A9�eS . i0%v,7 �til L
(/ t es,e �-pi ebW ! 5 T>t h f sttl�ti v
r "`� �'tt�l Fot�
t ' II Mx % �—rq� j � a wt i n , e t Po�,tl s-�t� G oo -�c S bs. w' — Sep /4bantR
� .c
pN.srwv v.rrr t i b
Attach complck ptuu (to the County only) for the "cm on paper aot lea than $La x 11 lacha la case
SBD -6398 (R. 05/01)
BX -7 - <i
1055
�. SOIL EVALUATION REPORT
Wisconsin Department of Commerce Page 1 of 3
Division of Safety and Buildings imaccordance with Comm 85, Wis. Adm. Code Tom Schmitt
County
Attach complete site plan on paper not less than 8'% x 11 inches in Plan must St. Croix
include, but not limited to: vertical andhodzontal reference point (BM), direction and
percent slope, scale or dimemsions „north arrow, and location and distance to nearest road. Parcel I.D. Q�� /�Q — -ot L)
Please print all information. Reviewed By o � Date
Personal information you provide may be used for secondary purposes,(�'vacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
Stout, Richard Govt. Lot na SW 1/4 SW 1/4 S 18 T 31 N R 18 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1353 Awatukee Trail - ;' 15 na Rolling Oaks
City State Zip Code Phone'1Vumber f City �j Village id Town Nearest Road
Hudson WI 54016 1 Star Prairie 1 81 S* St.
jild New Construction Use: 16 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement I Public or commercial - Describe:
Parent material Pitted glacial drift Flood plain elevation, if applicable na
General comments
and recommendations: Area suitable for a mound system. System elevation should be based on contour line established at
elevation 98.52'.
Boring # Boring ,�
Pit Ground Surface elev. 96.89 ft. Depth to limiting factor 31 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 -8 10yr3/2 none sil 2mgr mfr cw 2m .5 .8
2 8 -16 10yr4/J none sil 2fsbk mfr gw 2m .5 .8
3 16 -31 10yr4/6 none sicl 3fsbk mfr gw 1f .4 .6
4 31 -58 10yr4/4 ' j d 5 sil 2fsbk mfr - - -- - - - - -- 5 8
Boring # Boring
Pit Ground Surface elev. 100.21 ft. Depth to limiting factor 35 in. F§WApplication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDr
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 - Eff#2
1 0 -8 10yr3/2 none sl 2mgr mfr cw 2m .5 .9
2 8 -26 10yr4t4 none sl 2msbk mfr gw 1f .5 .9
3 26 -35 7.5yr4/4 none sl 1 msbk mfr gw - - - - -- .4 .6
4 35 -60 7.5yr4/6 "'I O sl 1 msbk mfr - - -- - - - - -- .5 .9
* Effluent #1 = BOD? 30 < 220 mg /L and TSS >30 < 150 mg /L ” Effluent #2 = BOD < mg /L and TSS < 30 mg /L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt '--- 227429
Address Tom Schmitt Date Evaluation Conducted Telephone Number
586 Valley View Trail, Somerset, WI 54025 5/29/01 715- 549 -6651
• V
Property Owner Stout Richard Parcel ID # Page 2 of 3
3 ] F Boring # j Boring 16 Pit Ground Surface elev. 94.56 ft. Depth to limiting factor 37 - --rn. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAL
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0 -7 10yr3/2 none sil 2mgr mfr cw 2m .5 .8
2 7 -22 10yr3/4 none sil 2fsbk mfr gw 2m .5 .8
3 22 -37 7.5yr4/4 none sicl 2msbk mfr gw 1f .4 .6
4 37 -63 10yr414 mid 5624 sil 2fsbk mfr - - -- - - - - -- .5 .8
❑ Boring # =� Boring
j Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots D
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
F-1 Boring # _j 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
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
I
* Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg /L * Effluent #2 = BOD S 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
PAA m�tPriol in o altPrnat.. f .mat nlaoca rnntont thA Ao++�+ -hmAnt ut A0Q- ')AA -'1I G t — TTV A02-')r.A_2777
. r -e- 6v
' Wiworisin Department of Commerce SOIL AND SITE EVALUATION
C ion oi' , afety and Buildings Page J— of 3
Bure6bvf li �rated Services in accordance with Co m Q9, Wis. Adm. Code
- 3 S-7 b
f 14
Attach complete site plan on paper not less than 8 1/2 x 11 inches in si 'Plan must County G � G
include, but not limited tQ: veNacal and horizontal reference point (B ,, dir8ctionyancF N M C,Qd t
percent slope, scale or dimensions, north arrow, and location and d!s ce to nearest road.; Parcel I.D. #
D 1 2-0 I - 2,6 o6J
APPLICANT INFORMATION - Please print all inforination.W' Re ' d by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
w4:"' . 'q� RaAaf
Property Owner Propel Looa6iiin - • ;�
Govt. Lot 4 `�Y"rl4,S G� T j� ,N,R / E (or)
Property Owner's Mailing Address Lnt Block Subd. Name or CSM#
City State Zip Code Phone Number ❑ City ❑ Village Town Nearest Road
kk\zzisoN I WI I S o 16 1 ( )L - 6 - 11 S i /C- 'r, " 54.
New Construction Use: Residential / Number of bedrooms - 4 1 Addition to existing building
Replacement Public or commercial - Describe:
Code derived daily flow �� gpd Recommended design loading rate S� bed, gpd /ft — trench, gpd/ft
Absorption area required /20 U bed, ft OC) trench, ft Maximum design loading rate S bed, gpd/ft trench, gpd/ft
Recommended infiltration surface elevation(s) G ft (as referred to site plan benchmark)
Additional design /site considerations C Gw ' 9'7.70
Parent material A" / � Flood plain elevation, if applicable �� ft
S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank
U = Unsuitable for system ❑ S ER U [AS ❑ U ❑ S ®U I ❑ s R U I ❑ S ®U [- ® U
SOIL DESCRIPTION REPORT
Boring Horizon Depth Dominant Color Mottles Structure GPD/ft
g Texture Consistence Boundary Roots
.. in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench
Z t 6
Ground
elev.
%, yd ft.
Depth to
limiting
factor
Remarks:
Boring #
l C) - C io \IG V-A I V r
�-.� �� : Vv- V-
l
y K,. M c s
Ground
elev.
l ft.
Depth to
limiting
factor
30 in. Remarks:
CST Name (Please Print) Si ture Telephone No.
A I M I - - 00�
Address Date CST Number
SOIL DESCRIPTION REPORT
PROPERTY OWNER ��T(��T Page of
PARCEL I.D.#
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
�rJF �S
Ground ?� o b Lz s
elev.
�i ft. ,
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
tt.
Depth to
limiting
factor
in.
Remarks:
Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots PD /ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench
Boring #
: <x_
Ground
elev.
tt. '
Depth to
limiting
factor
in. Remarks:
Boring #
�is.'f
Ground
elev.
-- ft.
Depth to
limiting
factor
in. Remarks:
SBD -8330 (R.9/98)
t
• PAGE 3 OF
NAME S 4cy C LOT# 1 LEGAL DESCRIPTIONSw' /4Sc.Y,S I fs T .S 1,N,R 1 E (or)
SCALE: F'= �aCS
BM 1 ELEVATION — 1 Q U - C
BM I DESCRIPTION ,u. ; (; � 6 ' c..
BM 2 ELEVATION IQC> • C�
BM 2 DESCRIPTION—,I/c, L j� F4y�
SYSTEM ELEVATION d i
ALTERNATE ELEVATION
CONTOUR ELEVATION 9f 7
4 -
° gb
a L�
0
0
1
L
o cR v a�
SIGNATU DATE ����
OP
o
U v
Lo t
Qom= a „ PSG << l�,60
98,93
p raLA.Jtvl Are. ,�,� � s��f ,0 .,, bl
/3 S^3 // A,,acafu. 6e '7v./ GSP-r 7W9
�k G� Sad , G✓Z ,S" D/� < F e , /v- /lQY l/`�,/ 77 ai'/
5 a er c-e-O, AJZ 5 yo.
o /� ,ea /.� y pi ���s� s��- -� � s'/
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ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer
Mailing Address
Property Address 2 I
(Verification required from Planning Department for new construction)
C
City /State Parcel Identification Number
LE GAL DESCRIPTION
Property Location = /4, " �/4, Sec, /; , T N -R Town of
I
Subdivision - ,Lot #
Certified Survey Map # , Volume , Page #
Warranty Deed # ,Volume i ,Page #
Spec house ❑ yes ❑ no Lot lines identifiable ❑ 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
master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system
is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge.
I /we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards
set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification
stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30
days of the three year expiraxion date.
y S GN TURE OF APPLICANT DATE
OWNER CERTIFICATION
I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of
the Property described above, by virtue of a warranty deed recorded in Register of Deeds Office,
SIGNATURE 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
l
Safety and Buildings
4003 N KINNEY COULEE RD
LA CROSSE WI 54601 -1831
TDD #: (608) 264
erc 8777
isconsin www.wisconsin.gov
.wis c on
.wisonsin.gov
Department of Commerce
Scott McCallum, Governor
Philip Edw. Albert, Acting Secretary
October 10, 2001
CUST ID No.224263 AM. POWTS Inspector
KIM A O'CONNELL ZONING OFFICE
K.O. CONSTRUCTION ST CROIX COUNTY SPIA
504 3RD AVE 1101 CARMICHAEL RD
OSCEOLA WI 54020 HUDSON WI 54016
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 10/10/2003 Identification Numbers
Transaction [D No. 678930
SITE: Site ID No. 637082
TERRIE GROVE RESIDENCE Please refer to both identification numbers,
81ST ST above, in all corres ondence with the agency.
TOWN OF STAR PRAIRIE
ST CROIX COUNTY
SW1 /4, SWIM, S18, T3 IN, R18W
FOR:
DESCRIPTION: THREE BEDROOM MOUND SYSTEM
OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 815132
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.
The following conditions shall be met during construction or installation and prior to occupancy or use:
• This system is to be constructed and located in accordance with the enclosed approved plans and with the
"Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 /O1)
and the SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST (0 1/8 1)
• In the event this soil absorption system or any of its component parts malfunctions so as to create a health
hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the
owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the
Mound manual, and the pressure distribution component manual are complied with. A copy of this letter
including instructions and information relating to proper use and maintenance of the system must be given to the
owner and each subsequent owner upon completion of the project.
• The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption
area.
• Access to the filter for cleaning must be provided per Comm 84 product approval conditions. Maintenance
information must be given to the owner of the tank explaining that periodic cleaning of the filter is required
• Limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction,
excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited.
• Comm 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the
initial installation of the POWTS in accordance with an approved management plan shall be conducted by a
person who holds a registration issued by the department as a registered POWTS maintainer.
KIM A O'CONNELL Page 2 10/10/01
• Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and
maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s.
Comm 83.54(1). In addition, the owner is responsible for submitting a maintenance verification report
acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate
for the component(s) utilized in the POWTS.
• Comm 83:52(2) A POWTS that is not maintained in accordance with the approved management plan or as
required under s. Comm 83.54(4) shall be considered a human health hazard.
• A Sanitary Permit must be obtained from the county where this project is located in accordance with the
requirements of Sec. 145.135 and 145.19, Wis. Stats.
• Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with
the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats.
A copy of the approved plans, specifications and this letter shall be on -site during construction and open to
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.
In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should
conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review
shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
Sincerely, FEE REQUIRED $ 175.00
FEE BALANCE DUE $ 1 0.00
e
Charles L Bratz
POWTS Plan reviewer II- Integrated Services WiSMART code: 7633
(608) 789 -7893, Mon. -Fri. 7:45 AM to 4:30 PM
cbratz@commerce.state.wi.us
cc: TERRIE GROVE
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MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
Residential Application
INDEX AND TITLE PAGE
prnjeCt Name: TFRRIF G ROVE __ .14CQ IFS CHART AND
1JPtinel J Namme: i L-1xi L. Vl xA�. Z_ Vr V1wV LV VI IA�L.'
Ov�firlers Ariaress: 1495 W I A IR AVE
r' I Per\ 11 C EI P•� 1 1111 55 1 w.')
( i iLl.11i ti IZC7V 1 R 1 J 7Vi1V 1 JJ 1 IJ
1 r....+1 r1..e+...: w�.. -..-..
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Lv�CTt Vc3l.i tF./liVl 1. <JY V�V L'V�VLii IIYI JIIV Ii IV
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SubciviN Name: ROLLING OhrKS5
Lcl N iJ utLltn Ivulll :i
Parcei i. Nu i biel
1`11.. T............ K1_
r IC11i 114111, J=%,UW IYV-
ray i iiiUIZAC[li MR; RECEIVED
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APPROVED pane A Lateral and dose
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SEE CORRESPONDENCE
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Mound and Pressure Distribution Component Design
Design Worksheet
Site Information
(r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a
300.00 Estimated Wastewater Flow (gpd) Table EU44-3 in -situ soil treatment for tecal
1.50 Peaking Factor (e.g. 1.5 = ISO%) coliform of 36 inches
4W,00 Design Flow (gpd)
8.00 Site Slope (%)
98.6 Contour Line Elevation (ft) /
Depth to Limiting Factor (in)
0.50 I"tu Soil Application Rate (gpd/ft
7 Di i 11 Information
75.00 Dispersal Cell Length Along Contour (ft) = 6.00 II Width (tt)
1.00 Dispersal Cell Design Loading Rate (gpdM
1 Influent Wastamter Quality (1 or 2) Are the laterals the highest point
in the distribution Y
Pressure Disrihuti ation network? Enter Y or N
(c or e) a Center End anifold
3.00 Lateral S ng (ft) It N above, enter the elevation tt
2 Number of Laterals if of the highest point.
0.126 Orifice Diameter (in) (e.g. 0.25)
3.00 Estimated Orifice Spacing (ft) = 9.00 tt
Forcemain Diameter (in)
(0 p 40. 4torcemain Length (ft) Does the forcemain drain back? Y
89.00 Pump Tank Elevation (tt) Enter Y or N
G. Systelli Head) (it) A i.3 � v 04 i-Oii,cfildnl LACIII -kr-in (Ycii)
9.85 Vertical Lift (ft) 67.38 5x Void Voiume (gal)
39 Friction Loss (ft) _ -23-
911 Minimum hose Volume (gai)
15. 4 Total Dynamic Head (tt) 20.60 System Demand (gpm)
La Diameter Selection Manifold Diameter Selection
in. dia. options choice in. dia. I options choice
0.75 1.25 x
1.00 1.50
1.25 x 2.00 X
1.50 x X 3.00
2.00 x
3.00 x
Gailonsllnch Calculator (optional)
T alma Tank Information 1000.00 Total Tank Capacity (gal)
1000.
Sept Tank Capacity (gal) 52.00 Total Working Liquid Depth (in)
we�k Manufacturer 19.23 gal/in (enter result in cell B49)
Tank I formation ant F ilter I nformation
800.00 ose Tank Capacity (gal) Zabe Filter Manufacturer
19.64 a Tank Volume (galfrn) A100 Filter Model Number
wieelcs Manufacturer
�rOiect: TERRIE GigI - I V E -- unvvvEU vHn R%"-s�vu 'r'caa0 . Of 0
AL
1/10 B ..
vpservation Fide
J
I
w -
i
.... .... !
T
......... . .
4
.................
iYiUUiiU trViiiFJL{ {Gilt L7iiiiGii.'iiCii{v
w �riu r w� �• r w �n�u i r - nom
rt v.w i{ c
1 1.0e - 1 111 H i.UU n r� , n.oc it
B 75.00 ft F 9 .50 in l 15.88 ft L 91.63
D 6.00 in G Q.SQ ft J 3.63 ft W 25.51 ft
a�u.uu tWj vispersai C:eii Area lb4Uu W err csasai Area Avaiiabie
6.00 (gpdtft) Linear Loading Mate 7.50 (ft) 1110 B Obs. pipe Placement
R Avui A %.Fl v®QF %0119wa51i e i �i�I wV
A - regate D Area
.W
riinsiiwvldue i w.oi (iij
� u
G i
a
i F Dispfisal Ceii 99.52 )Lateral
99.Q2 ft) - — '" � Invert
Cispersa Cell -- 51
Elevation E
98.52 (ft) Contour Elevation
n os Cito Cinno _
• •+ •.••••. _.,.r._ GeotexAlle Fabric Cov
Shading Key v IL I Appersal Cell See latefal details on
U Q Topsoil Cap 1.5 ft Page 4 for number,
Subsoil Cap a a � d size, and spacing of
ASTM C33 Sand is � F laterals. Laterals are
! si . m 0.5 ft Trr;:alL et at t 4
�. ��Titled Layer c i ! equally ..aced from
5j Aggregate 0 Q-j -' the distribution cell's
A centedine in the
rtictnb ifion roil /wR1
APLA
Project: TE RRIE GROVE -- JACQUES Ct i "v'u
Cray! v
wwg as ao at 4%.0 r+Gwra 1 o +o s 1 oaiw-t I a" rra
s�tav vveeavac �uta:::xx ..e:�q im:= s•r :cry::._..
LatetAs +rivet the me0&VW • – Turn -up Wball valve or mleanoutplug
p �
AN Werals at* w*ntrcal (� X —i ( H des dnNetf on tfve as attrsm of the lama• S
eqvAM! Spaced
Fdlaa main oiptN'I�tiioll via l� lol• elo�� td mxtl�aid x itt� pc+iilt. Latrral � 1+oaGe main of Pvi, 5rN ,w
CPS ICMAIM Taw 84.36 -5)
rvuluucl ul LcltCitflD � 4 Giiiit::V uiailiUici r U. 140 ill
Lateral Diameter 1.50 in Orifice Spacing (X) 3.06 ft
Lateral Length (P) 73.44 ft Orifices per t_aterai 25
Lateral Spacing (S) 3.00 ft Orifice Density 9.00 ft`lorifice
Lateral Flow Rate 10 30 gpm Manifold Length 3.00 ft
System Flow Rate gpm Manifold Diameter 2.00 in
Total Dynamic Head Forcemain Velocity 2.10 ftisec
Il,nco Tor Iraf�rrnoli�ra
a.ivva. ■ ua al aava aaauravaa L ocIdng Cover vL#h warning
n label and locklna de%nce and
seaied watertight
EItA;1ricai as pei NEC 300 a111J —�► —" ` -- — -- ._
Comm 1628 "AC � r i Mir,
Disconnect ;rt
Tank oixnporwA is pfupeiy vtollttiS fl! "` Alternate outlet
location
F-rce lain diarn -*r
eks Manufacturer 2 in.
Capacity 800. Gallons - A
Volume 19.64 galfirtch A
Weep hole or anti -
Dimension Inches Gallons : B siphon dewce
A 26.08 512.30 C
B 2.00 39.28 urnp uti elevation ft)
C 4.55 91.30 89.67
D 8.00 157.12 D
Total 1 40.73 800.00
�1 1 1 1 JJose tank elevation
3" Bedding under tank. �Y ti9.00 7
Alarm Maruaafacturer S.J ELECTO SYST EMS
'Alarm Model Number HW 101
Pump Manufacturer GOU
Pump Model Number WE0311L
ru111N vIii---t I./VtiYCl ! 20- oul yl:nil di I ta. e 41 71 T
T�
P7.- ..:....t. Q /'+�lY1'bff IA P-P111C1? /^IJA M1 AAIM rinn A ..F O
.vjvt..t. i I 7 iii_ :.n7\t✓.Yi_ V11�wL(V LV Vi Ir11 \LJR7 YtJ . viJ.v v v
l�"
M S iA. "W ,*ar` .tit.e Mnd Oper.atio 1 0 .0 - 0 0 .:f - p
icti
ev/CF3.ae�aw v .7 t.g i� � tt.et tGt :�.e cat te,a vs.rct wa,i vt 1 vt.rc i::. :s t: :ii ::
Service Provider's Name KI A OCONNELL Phone 715 - 7553145
POWTS Regulator's Name ST CROIX COUNTY ZONING Plxwie 715 =86- 46SI,1
si tem, �ivi .= .::a' Loam raiatitci�:
L./CDIg11 rIUW - t"GAR VJV yPU IVIdJIIr�l1U111 II IItUGI Il rdl tII.IC JILCI 1/O lilt
Estimated Flaw- Average 300 gpd Maxirnurn BOD5 220 mg /L
Septic Tank Capacity 1000 gal Maximum T SS 150 mgiL
Soil Absorption Component Size 450 ft Maximurn FOG __ 30 _ mg/L
Type of Wastewater Domestic Ma>jmurrl Fecal C61iforrri >1GE4 cfu/100 rnL
Can/irp Frant tann/
Septic and Pump Tank Inspect and/or service once every 3 years
Effluent Filter Should inspect and dean at least once every 3 years
Pump and Controls Test once every 3 years
Alarm Should test monthly
Pressure System Laterals should be flushed and pressure tested every 1.5 years
Mound Inspect for ponding and seepage once every 3 years
Other
■Il:......tt......,...,. /�......a......a:...........a II11..a «r:..lw ca «....a..�..1..
.J .J ..J.. ..1.. .�..i a.. T L.1 .. /�.. O / 7n A h s....t:...ha ....
.. :JL: :1i i%dtllirl �Ji FiG3 are 3ivaiQU ."�. i iU r:'i way..u......:i ii:/r ... W i ay.v ...... .:ti..::l 1 / 1 i."y. L v a vlray. iG..ia: it
anri em secured in OS ghn>An in fhg mound cnmmn manual.
ent manal
. Di3 Vrsa Bell agg = cor iv Ciii'i ir:i 04.3102 /C \I:\ i �
3 all rir°ayity and pressure pi matariale rnnfnrm to tha rani iiramantS in r mm 8 4. W i s. Arlm_ Co±e.
Tillages VI the bawl aria : .�i:.i".Vtii�:I I - A IVU VVltii a :i:V U chilli :U O r f.i iJGi i✓
5 The mound stn:rt, jre and other distl lrbed areas uAll ha ecaMari nn ri m� l lrhed to nrayant coil arncinn
.'9. i id. �y-41. _.�ci icii
Lateral Turn -up detail
Finished now Grade" �
Diameter Lawn Threaded Cleanout
Sprinkler Valve Box Plug or Sall Valve
Distribution
Latest
Long Sweep 90 or Two
45 Den_ree. Bendc Same
D iamPTPr a S I a i Prni
R-3 i:1 I. T n l i^7:nS'.�1V IA /'�lll I=LK ^LJArYI AAIr\ rl...... G C O
1 L R E E -- .ir\�viv�.3 :il Ir\nLr\IVV r - ads .j ui u
M/�iiYff'� C.f� ♦om AAor�ofvomoi•�4 �Inr�
• Purauani Lii Cuirim W Wiv. Adiri. Cudc;•
G I
i iris syamelil shall be operated In accoldance vAh V'—Qmm OZ164 VVi Aunt! i.oue, and silaii niaii11 0 in aGCOfC1a(lCe VAL11 iLS Component,
likinuiis iSiMD-10601 -f' (N.01 io and va PubUCatjoil :3.Z) klliiol )) aRa local Vr :5iai0 talcs pie uii iiiiy iV Syacii{ Ii�diiiL8Rai1Cc ailu
nfo re portin g-
no should over enter a s or pump tank since dangerous gases maybe p fosUilt inkit CVUiu GUUo,C UC;U ii.
Sends and pump tank a ba ndonment shall be in accordance with Comm K3 - VVIs. Adm. code when the tanks are no longer u sed as
n r11ArrQ n ncrits
Contin co p,.rnp tank manhole ricers aoo�r• visors and covers sh...lrf ho insnon fr;r ,..^+or {i n q a.,;i = n.1., f,,. - A L °..
. "_�..,.. fra.n,pn au, ua,., wu, a., a.,. �• a., a, ua.... .......,.,..,..,.,,..a.a•.._,_. _..,.. ,.,.. : . 1 .......... _...... .. ..,•, ... ..... .......
u vG for S?i YiCc aria Bax Ti ailail i�c :ieaicu YrStC�rtiyid iiyVil lira CUITijiii�. ioi1 Vi 8c:r'riw. r,1iy :rjr_. ' qy' uwii:::. ui'1o:rulia:,
to tailure must be replaced. txoosed access oneninas greater than 8 - inches In diameter shall be secured by an ettecnve locking device to
F ro , :._rid s,r u-natthcrizod .fin J into a tank - a.,,^'Iponont.
]Pa -
Corfiin Tank
i ii@ 3cpitiC L`diiK aiari rX' fi�dil }tali }F'fi vy a(} iRUi�irdiFai CBr u(ri�i Yv :iL'i :�p;aif; iai i'n:� U {Taici :i. w i . °iv, vi.Bfii. f i is f,UriiSi il:i 'vi lire ci:pxrG
iai iii
shall he di%nfj%nd of in arcordanre with NR 113 VVJ% Adm CA-0p The nneratinn condition of the Sf:ntic tank and nitre filter shall tie acc --%P.d at
nn - every R ,.Dare ha. incnu.dinn - _ -
_,,.r_ a e J v 1a„a1 ,e.•j a- asn•,1-
• - Thn n. tict filtor shall hn nlnancd ns nccc -e,^n, to ensure proem nnnr•atinn Thn fiKnr nmtrldnn nhn, vial not hn rr.mnvnd y,nl, -..•.n n 3
..,�- a•a,a,�. ,,,.�...a.,a,. >_•�. a.,w„�.,, vc ::._.a._..�._z„ y ... a- „�_a.,a, r „ _�.a., �.�...- ,:..,..,,. , ,,,, ,,,.,.. „a,,,,,., .,..:.,.,., .,_. ..... _ _ _ _
__' (_, _
iiiiAiiE iU rFXaiii SViifiS ifi ifle iailK Cridf (Ray :iiUUyir Ufi file iiribY 'rJf loft iE'iiiVVE`tii ii Urii ii:: Bi iviV5ui 8. ii ii rE: iiii+r{ i5 cyi.(iyjic� 'rriiti ail aiafiii,
tilt' litter
Shall he cemired if the. alarm i% athxatind rnntinum icily Intermittent filter alarm% may indiratP. cA P. flovm or an Imr'iP.ndlM CMtlnllnll % alarm
Tt,n sard:n Cant shall ho.o its oontn..ts romp, of ,.,hell the volume of sll.rfoe and scum in the tank e fs 1 R the liquid volume f the tank o If
,~a.a, aa,,,,a ..a,ra- „a. aa•„a..,.,,• a•,a -„ -r „a -„ a >.a- ..•.a.,,.a. ,., _.,a.a. «,.., _- •,,,,. ,,..e.a..,,,,,.....v._._,. _..... ,.e<- „a r _
M{,.•, nnnt of Fhn tank ^rn n.,t rmmoarvl at the ♦roan nF ^ Mrnnni.al annr.mm�r,t e n 1 hll nd,wnn thn n,,nnr of , ..hen thi nevi
u..,,_.nn ac- •ea., ., .^a ,� ^.^ .�., _ a .
,,,a�: .,,., ,...r a•rr::a.e
w, r1vc' (IE.'f3fIS ifi be j.ifr, lvl{Reu iU ((iairriarti i4rw ilia% {RaAii i {viii eivu {ri ai {U ZiVfiye d(:VViiiutaClUii iii CrrB ii.a iry
Thp additinn of Nnlnnir-al or rhpmiral addltiVP_S to pnhancp %prltir. tank nPrtnrmanrp i% npnpmlly not rf.nuirM HnwpvPr if %u nrndRrts arP
�-er{ the shall be a n,.ori f so.din tanlr 1 sn h 0- r'1nr.o of C OMM
_.__ - -•y .a s up•p•r_ -_- _, �.p. aa, ,.- a -�•• -. e•ya a •�paa eee_ _e
Dix...: Tank
pump (aVStn9) tank Snail be In3�2Ct2C7 at icaa oRCB irJerji :�'year�. All &ajaci c s, aiar ms, UHG pii.i{ P� ]i iiiaii GG il:: W, to VUlly proper
oneration. It an etlluent filter is Installed within the tank It shall be inspected and ser%Acerl as necessary.
Mra.ararf a r.. i
i Drerm- a D:ztributl ; n a
Cretern
,.,.r.a. oa ae =r-_a, ea. «a«.�ere -.... _e, a,•
gran
Pin trn.+w or s,hn,hn nhn„ l.d fin nl•arafnrf on the mound R a,afnn m „ fin mad- the m n:•I�n r __. _.ai�n _nrl tho Mound ab
., �a.,. �„ 1a,.,.,_-»,. �.., a, �.,_- > •,,..,ati»- .�,..,,.- ,,.,, in
a,,. y �,,,,. �.• L.,,,,. a...- - round a.,..,.r.:`.._- , r .. ri.. _.•.r
Unit inuichod US i nuvu' ' Uiy iU PiuW. EfUSivR Und iU plovid-' Wine IiruleuiivR i {viii irvs: aeRQ:(akiUR. T,a111 11 1 agar W( 4L.yrrLU:iA�
mainterianrPL on the mound 1% not rrrnmmendpd sinrp snil rmmnartinn may hinder aeration nt the infiltrative %tirtar.P within the mound and snow
^N.4ctio. 7^ the .,tile will promote ,Fred i ^�^, fir° i l ;;a h n � a ii a ti r �n t ro r..�rr; dictate +fi th rn _ and b ti� :ly ^..'ant ° �
ns .rotcction from frxrng.
iiiiiuc{ii yuaiii iRiv iiie nivunv syaerii tray Rvi vxveeei tr.: lily;(_ ovi� la'7i./ Riy/i_ +:,a, ally w Riy;� rv� ��i :�Niif: iaRi<eiiiueRi yr
Zn ..,nA gfl 1 A1"QGa '1 'm A i'ni'_ on.f 1`1 4 nf.. /1M m�fpr hinhl., tr°a+a,t ffl.,anf IofFlfronf fl...,. ....�,. .,nf ;..� .^^aa . i esbn fl f-r.
nrflnd In the nnrma fv thi in`"pull,^att�n.
,
p
The less„ro .i
fsi i
trbuton s,.oam is nro, :.f°.f „nth ° flush;__ nnint at the °n.1 of °ooh laforal on,f a is °o,farl that each lateal he fl. shed
,....,,a.,v a....n, ,rr.n.v,e -� ...,,, a, .°.,nmr.,` each _ .
The r_ _ _ I-- ... , -s p+, .. r,a..... . :,a, -r, aria. a., ....., ..a,..,, ,,,. a., ,, .. ... ....... . . ..... ,., ...- , ._ . _ .- _ -. °-
of acculilulatod ari(oa ai i$Sa once UV WY 1 0 months. rvilel l a jdwour a tea is par ror Ime-aa a Silouiu uc Compare- iG ii is i ica irTc11 ins
Svsrem was installed to determine It ont(ce clogging has occurred and It ontice cleaning is required to maintain equat distribution within the
-n{.se � lUri p within the zdi shall be checked fo of uera nnfiin Onndin lem!s argon be repceed t., the and o !owls
above V ;Inches cons idered aJ all W hyfli auiic rarrure requiring adaiVr more fra” quCi r� 1Twl uwuuy.
cfxNinaeru.y Plan
If the so �o font or an o
of As nmm�nnn+c hanomo defective
the tank or nomnnnenf shall he r°oa.; ° 4 o , °I- ion�1 fn t~° c,.cfom
, - _•a,ar au,,,a a•: a•, ,. -: a. a•,:,; r<•„ a-,, ,- :.,- .aa•,:.•- a.,a. tank .. ............ ........ ..... -
nr.at'n Awl_ ,
-, ....tenor nn` a ri (•Jr:
ii Uic QU'4'1ir knit(,, "u{ii' ,.M UU 1 iUi5, aiaiin U{ i ;IUiRi Wiring W Uvniuci fit'icdiir'ciirc ficitiiii'r'd 'viliiii,J {iZiii(5� 5iiuii LA;? ii iiri icuiaiciy'
3 N i , Y . .... .i a
i of rpniacpd with a component nt the %amp or P.011al nPrformance
If +1•;° .ad nn nnf f ils to n+ , ,o, qc r h .r sa� s to disnhwoe , ra�aa�or Ira. the O'X'Ur d iftrfa it , t i11 he r° .ir n. , e :a i� :.
^” ^. i e_ ae:. e•: °i..C ,,.,._- , , ., '�� 'r n
” r.nn. i v? h ^,.,,.,._, ^ ^ L`US3l dr^:_• if ^^ l ^^!: ^� a �,_ _, � � ..�,. h,a! Il l ,,.•, ghnnr..f,. ,- .,, d a ,,1 ^^^.:'li' ^u r; in.nrl
_• . n.. -...fir ..;.;. ;ar ., . .�
pip;; ig, U. id 1upiduiiW Wid cvllipuntu liai a5 C7eEt(RW Iluuu!swiY iU 1;1 Ivey i.i iv Z;Y ii I. 11V Pi Up:ci Vise { aii{iy uvi ifii r
Sfr. Pane. $(nf thie nlan fnr the namp and tPJpnhnnp numhpr of vnur Inral POVVY - S rP.nulator and %Pr%ArP nrnvider
nnn:�nf. rn• o c o�4 I n n��lco nl t n p (In n_ .� A n s o
:Ja. a. s iii :�i_ �i-a•,: �� — r �...: .ya 1 a.
� V1 14/1 / 1 IN/ /�✓4r ..
Curves Pumps
ME'f'iR1 FEET
15
—
l —' �1SIZE 3 /4" Soilos
g 70
7 ?v W E l OH
wE07n -- — I — —
4-0 WE06H
wto�M w
I C
- 7
E �
0 10 CO +0 50 GO 7 0 60 50 I W t 10 I :� G r M
m +,t1
CAPACITY
' - OUID.) PUt,IPS it
METERS FEET T� _
r — -- — —, —, —,— rye 0 0 E L 3 85
110 wEi5mm �7 1 '
._.,
70
20
T -- —1 -- �--�—
WEOSh1M
7 7
5 —t—
0 10 20 00 40 50 w 70 w I W HO I:'0 GPM
- - - -__
0 10 •� iO m'
CAPACITY
• No o 09v+o/ Pimp/, Inc. ttictrt ,wr i,
CiIA
T
�► � ����� �� � ��' ioJe r per: -.sl �1, � '� �,/ _
38�f
cda14 ,
A
1
�s
5 �
$o
i
1.1659 259 t �
STATE BAR OF WISCONSIN FORM 2 - 1998 6481$7
WARRANTY DEED KATHLEEN H. WALSH
REGISTER OF DEEDS
Document Number ST. CROIX CO,, WI
RECEIVED FOR RECORD
This Deed, made between
RICHAR n�____ STOUT aR___djA- TCm��_oc�nUT, 06- 14-2001 8 :30 AM
husband and wife_, - -__ WARRANTY DEED
Grantor, EXEMPT #
and rn n nr nntn �. a mcnnrs r CERT COPY FEE:
«IACQUES R —r-R L GRGV -1;, COPY FEE:
_ JOINT TENANTS _ TRANSFER FEE: 121.50
RECORDING FEE: 10.00
A_ Grantee.
PAGES: 1
Grantor, for a valuable consideration, conveys and warrants to Grantee the following
described real estate In St C'rni x County. State of Wisconsin:
RPn .:';Yillhl e,�,v
Lot 15, Plat of Rolling Oaks, Town of Star Name and Return Address
Prairie, St. Croix County, Wisconsin.
THE RIVER BANK
PO BOX 188 • 204 3rd AVE
OSCEOLA, Wl 54020
038 - 1201 -20 -000
Parcel identification Number IPIN)
This i9 not homestead property
(is) (is not)
Exceptions to warranties: easements, restrictions, rights -of -way and covenants
of record.
Dated this 3) day of May 200
(SEAL) P. , (SEAL)
Ri char d 0 . Stout Janet P. Stout
___.....__ (SEAL) (SEAL)
AUTHENTICATION ACKNOWLEDGMENT
Signature(s)
State of Wisconsin,
St. Croix se.
County.
authenticated this day of Personally carne before me this L day of
Ma 2n01 ,the above named
RiGhard Q. Stou�Ta4ie-t- P.
Stout —
TITLE: MEMBER STATE BAR OF WISCONSIN _ to
(If not, me known to be the person --. — who executed the foregoing
authorized by §706.06. Wis. Stats.) CHERYL JACOBSEN instrument and acknowledge the same.
State f Wily Public
o sconsin
THIS INSTRUMENT WAS DRAFTED BV
Janet P. Stout
- 1-3 Awatukep Tr --
Hudson, WI 54016 Notary Publlc ate Wisconsin
My commission is permanent. (If not, state expiration date:
(Signatures may be authenticated or acknowledged. Both are not
necessary.)
Nana, of pawns signing in any capacity musa be typed or pnneed below their signature
STATE BAR OF WISCONSIN Wisconsin Legal Blank Co.. inc.
WARRAN'CY DEED FORM No. 2 - 1998 W Wrs.
ROLLINP OAKS
)F THE OF SECTION 18, T31N, R18W, TOWN OF STAR PRAIRIE,
INSIN; INCLUDING PART OF LOT 1 OF CERTIFIED SURVEY 111AP RECOj
1 �: G2b
LOTS 1. 2. a• s a 7. a /o. ,,. ,s ,a ,., a Art RECt1iW to SUBM.T A11 EACS�ON coNTROt.:a.w ,
W T E ST. CRUX CW4 ZOM,4 OEPAR1 eE ff BEFORE A SQ&TAWN PEW IS 69JEQ
ONnwo U0 +aT TANOeNTS
Lamm" uct+1
t
104 LW 174.30' N OWM44' E t R, w CA
ft 4w Moir N 60'4'01' E N 4r4'FY' t �
140.W 140.40' N 30'44'Sr t N 40*3VW t
144.1' tot" t 00'30'34" W s W461T W ju ky
40.60, 41.1r s 44'sY' 1, W s 47'1411• W v
110.47* 111.74 s 47', 6 r w s sw4'sr w v
r 41" 41.47' s re'd's." w s 40'4601 w v
w 2s4.7r 044 9f• s 40 W s OrrM44 W Gk )
J 121.+4' 122AW s 60'64'01' W d 30'4747 W
w 111.'!' 12S.4Y s 30.4747 W s 00'1N'4'C W
� '
4M.AT LAN OW BY O P 4 NOTE
i : r URrH t INE OF T HE ; �4 tF T1F SWI/4 --CIE CORNER CF LOT IS LIES WI
f WETLAND AND WAS NOT SET.
i S 89°33'59' E 812.42 �^
ti
WETLAN_ J " L-- WETLAND a
AW.L• 11 ` LAfr.i �. L /[T .0 , 1 Z op
O.H.WI. Z ,
// ♦' 40,000.40 FT 1 � J / NOTE_ r
Y r E? RADIUS Tt TO
WETLAND"' 14 E„SEMENT
EXTINGUISHEI
13 ' 74.341 80 Fr ff
14+.379 ""
_
z
� w
s owlw f• W_
12 �► : / SEE NOTE C slew p
w I
SEE NOTE r p
,�
O �
W
N �s 1.ss7 AGRis W
44,374 00 fT I Z
d ~
Z 1
0
00 frr
j o�
17 —
+ t.lri. 18 -- - - - - --
3.347 AC RM
!s tA17 ACP" 07.067 80 FT
i I I i I
10612" 90 FT
4 N M'3.314• w ,&34.37