HomeMy WebLinkAbout026-1137-24-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
395263
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:
Halle Builders Inc. i Richmond Township 026- 1137 -24 -000
CST BM Elev: Insp. BM Elev: IBM Description: 4L I
(7D.a Im .0 To o'ex,. - -C.Sr 1M
TANK INFORMATION U ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic F{- Benchmark
I LQfl ,
Dosing a , t Alt. BM 3 -�!/ o lIDZ -0,
Aeration Bldg. Sewer D IT-to,
Holding St/Ht Inlet
St/Ht Outlet i
TANK SETBACK INFORMATION �, S q b- 28
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic ' �S i 5 Z / Dt Bottom
Dosing Header /Man.
Aeration Dist. Pipe
Holding Bot. System
e� o• 4'f -R I
Final Grade
PUMP /SIPHON INFORMATION
Manufa t rer Demand St Cover
M
Model Nu er
TDH Lift riction Loss System Head TDH Ft
Force mai Length Dist. to Well
SOIJZABS ORPTION SYSTEM
B /TRENCH Width Length t No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. 7 uid Depth
IMENSIONS 8
SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manuf tNyer. e _
INFORMATION CHAMBER OR l',{va°fer
Type Of System: UNIT Model N mbar.
DISTRIBUTION SYSTEM
I Header/Mpfold (A Distribution Hole Size x Hole Spacing Vent to Air Intake
Pipe(s) �—�i�+ ..� l I
Length Dia Length Dia Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only
Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched
Bed/Trench Center Bed/Trench Edges Topsoil Yes No ❑ Yes ❑ No
COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1:_ /C43/01 Inspection #2: -- 7'
Location: 1101 148th Avenue New Richmond, WI 54017 (NW 114 NW 1/4 21 T30N Ri8V Gol "Pw Par el No: 21.30.18. 50 od Sul
1.) Alt BM Description = -roP
2.) Bldg sewer length = 31
- amount of cover = . 2- �t
;) 3%f s k� �k (•
} S�s t f
Pl revisi Required � es No 31 2
Use other side for additional information. t lllM 6"
Date Insepctoes Signature Cert. No.
SBD -6710 (R.3/97)
r
Sanitary Permit Application Safety & Buildings Division
In accord with Comm 83.21. Wis. Adm. Code 201 W. Washington Ave.
See reverse side for instructions for completing this application PO Box 7302
`4scons Personal information you provide may be used for secondan purposes Madison. WI 53707 -7302
Department of Commerce [Privacy Law. s. 15.04(1)(m)) (Submit completed form to county if not
state owned.)
Attach com lete plans (to the county copy only) for the system, of less than 8 -1/2 x 11 inches in size.
County State Sanitary Permit Number ❑ Check if i i n o - V spp ation State Plan 1. D. Number
3 r
I. Application Information - Please Print all Information r ' Location:
7;qz r N / % f V ,. QrQ e�y Location
nr /4 /4, S T N, E or W
P operty Owner's Mail mg Address 7 7 r��� Lot Number Block umber
�_
r -
ST CAW'
City, State Zip Code VO4NU r:� j r Subdivision Name or CSM fkmber
II Type of Building: (check one) �� -�e r (S. = ri ;�!` ❑ icy
Village
O 1 or 2 Family Dwelling —No. of Bedrooms �To f
13 Public /Commercial (describe use): ��.. �V�di
❑ State -owned JV'��M A
III Type of P :yNew - .:.it: (Check only ore box on fine A. Check box on line B if applicable) Meares: R oad
A) 1. System 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Addition to Parcel Tax Number(s)
System Tank Only Existing System
B) Permit Number oZ / - 3 0 , / 8 . q SO Date Issued
❑ A Sanitary Permit was previou2Lj2Ed — 000
IV. Type of POWT System: (Check all that apply)
❑ Non - pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland
*Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line
El At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other:
V Dis ersaVrreatment Area Information:
1. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade
Required Proposed 3 q v Rate (Gals. /day /sq. ft.) (Min. /inch) Elevation
1. Z 0 ✓
VI Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic
Information Gallons Gallons Tanks Con- Con- glass
New Existing crete structed
Tanks Tanks
❑ ❑ ❑ ❑ ❑
II Responsibility Statement
I, tic undersi ned, assume res on ibility for installation ofthe POWTS shown on the attached plans.
bees Name (pri ) m 's Signatur stamps): MP/MPRS No. Business Phone Number
\ //
P m er's Address (Str et, City, State, Zip Cod
�1 '
VIII County/Department Use Only
❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps)
Approved ❑ Owner Given Initial Adverse Surcharge Fee)
Determination Z Z S d L 16 1
IX. Conditions of A pproval /Reasons for / Disapproval: II//
SyS��.. e Pe lOWercj 2utSar✓ 7�e- e �o�Ve✓ W %�� d� irt5la( /r9
!ti Soi �x sue � a -� /,a�•�,,� ���.
4 ia5�it(! <d QnL� MQr'v�TQintd C✓ (kAnbt��G krer fee_vmjeth_ Qter,.
Qnn -4102 M rrrmm
1 -
- - -- - - - - - --
fur uc, /3o111R° /�" A2 _.
A /oa
ACIO
/0'�/�uc ar ' Ica t o •
- - - - - - - - - -- - -- - - - --
i
VYsconsin Department of Commerce SOIL EVALUATION REPORT Page l of 3
Division, pfSafet)rand Buildings
in accordance with Comm 85, Wis. Adm. Code County
Attach complete site plan on paper not less than 81/2 x 11 inches In size. Plan must �� • C r Ul
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print knt irnrattion.
Review by Date
Personal information you provide may be used'fofspeondaryrpurp s (Privacy LdM\ -- 15.04 (1) (m)). Q
<,
Property Owner -:+ l perfy Location
N W
L! A .. vt Lot (.�} 114 1/4 S Z( T 36 N R �� E(or6N
R iCylG1 - d �� n : -
. t # Block # Subd.
Name or CSM#
Property Owner's Mailing Address -
T y Goll=v►eW Acres
State Zip Code \ ,� 1 Rt Fc n ❑ City ❑ village [,Town Nearest Road
® New Construction Use: ® Residential/ Number
umber \ 3 . Z 1 4 Code derived design flow rate GPD
❑ Replacement ❑ Public or commercial - Describe: �I
Parent material CCU a s tn Flood Plain elevation if applicable TT ft
General comments S� S �e� - e l v 9 G FO
and recommendations: e( e V
Burin #
F I
❑ Boring g Ground surface elev. Joo' Z y ft Depth to limiting factor ' in.
® Pit M*Eff#I'Elff#2 Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
p -ty Z Si I 2.r-n& cS l v-C S ✓
9 Iy 51 C- 5 — g
3 -lam 1a I to S ✓r, I — — . 2 ✓
y2" �
Boring # ❑ Boring
R pit Ground surface elev. /0 040 ft. Depth to limiting factor j in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2
l 0 -IL 2 Sil r c Ivy
7- Iz - ttl L4 - s; I �k r� 8
3 3[o -16 1 (o ryi5 LA YY) — .
✓ /. 2
J 4G, b 3
* Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = B013 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) — Siquature CST Number
2533CA
Address Date Evaluation Conducted Telephone Number
2113 80r' SomerSe4 W 1 5`-t02's
Property Owner N e 150rn Parcel ID # Page 2 of 3
F3] Boring # E] Boring
Pit Ground surface elev. 160 ZD ft. Depth to limiting factor Imo— in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2
I d -11 S' 2n-ob 1 v .� g
3 -i! c t r q 5 rnk --j I Z
F-1 Boring # ❑ Boring
❑ Pit Ground surface elev. ft Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2
F -1 Boring # F1 Boring El Pit Ground surface elev. fL Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. *Efr#1 I *Eff#2
Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608- 264 -8777.
seD -M30 O 07ro0>
PAGE .3 OF
NAME i(I e f LOT# Z ,( LEGAL DESCRIPTION SjV' /40j Tio ,N R )g E (or)
SCALE: I' y0
I
BM 1 ELEVATION ZQQ • CS
BM I DESCRIPTION p 1'Pon P' pe )c +
BM 2 ELEVATION q 9 8 I
BM 2 DESCRIPTION p o / �)Ooc p'• o e
SYSTEM ELEVATION !?j 7y
ALTERNATE ELEVATION ?6. 7
CONTOUR ELEVATION ji-0 pf
,too 5(opc
� a
F
5k
-Z
WTI
DATE
SIGNATURE �� �-
09/05/2001 16:10 7152686637 GILLE TRUCKING PAGE 02
Private ani �ite Wastewater Treatment System Management Plan
Septic Talrlk And Gravity In- Ground Soil Absorption Component
Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater , rreatment
System (POWTS) shall include information and procedures for maintaining the system within
the parameters & Comm 83 and 84, and the conditions of approval by the departmi:nt, agent,
or governmental unit. The approved plans and permits for system are on file at the county
zoning or health department.
This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground
Soil Absorption Q: Manual for Private Onsite Wastewater Treatment Systc :ms SBD-
10567-P (R.6/93).
Table 1: System Design Specifications
Sanitary Permit Number
Number of Bedrooms
Design Flow - Peak d)
Estimated Plow - Average pd)
Septic: Tank Capacity al)
Soil Absorption Corn anent Size (W)
Type of Wastewater Domestic
Tablle 3: Soil Absor tion Corn anent - Limits of Reliable Operation
Septic Tank Component Soil Absorption Component
Design FI )w - Peak (gpd) 0
Maximum Influent Particle Size (in) 1/8
Maximunn BOD (m /L 22C
MaximuiTi TSS m L) 15C
Table 3: Maintenance Schedule
Septic. Tank Inspect and /or service once every 3 years
Outlet Filter Inspect once a year and clean at least once e 3 years
Soil Absorption Component Inspect once eve 3 years
Septic T .ank
The sepytia. tank shall be maintained by an individual certified to service septic tanks
under s. 281.48, ;5tats. The contents of the septic tank shall be disposed of in accordance with
NR 113, Wis. Ad in. Code (Servicing Septic or Holding Tanks, Pumping Chambers. Grease
Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portab e
Restrooms)_
The operating condition of the septic tank and outlet filter shall be assesse I at least
once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure
proper operation. The filter cartridge should not be removed unless provisions arc. made to
retain solids in than tank that may slough off the filter when removed from its enclosure. If the
09/05/2001 16:10 7152686637 GILLE TRUCKING PAGE 03
7
Ma��r- isement Plan for a Septic Tank and Soil Absorption Component
I
filter is equipped with an alarm, the filter shall be serviced if the alarm is activated G)ntinuously.
Intermittent filter alarms may indicate surge flows or an impending continuous alarr .- The
septic tank shall h;:ive its contents removed when the volume of scum and sludge in the tank
exceeds 1/3 the lic, uid volume of the tank. If the contents of the tank are not remov �d at the
time of an assessment, maintenance personnel shall advise the owner of when the next service
needs to be performed to maintain less than maximum scum and sludge accumulation in the
tank.
Manhole rimes, access risers and covers should be inspected for water tigh - .ness and
soundness. AcceE;s openings used for service and assessment shall be sealed wa upon
the completion of rrervice. Any opening deemed unsound, defective, or subject to f lilure must
be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by
an effective locking device to prevent accidental or unauthorized entry into the tank.
No one should enter a septic or other treatment or holding tank i br
any rergison without being in full compliance with OSHA standards ; for
enterinq a confined space. The atmosphere within the septic or oti rer
treatment of holding tank may contain lethal gases, and rescue o F a
person from the interior of the tank may be difficult or impossible.
Tank aban lonment shall be In accordance with Comm 83.33, Wis. Adm. Code when the
tank is no longer t. sed as a POWTS component.
Soil Absorption Component
The soil iR sorption component serving this structure is designed to accept domestic
wastewater from. ,:i residential facility. The limits of operation of this component are shown in
Table 2.
The Iongei►ity of a soil absorption component depends greatly on proper an I timely
maintenance, and system use within or below the limits of reliable operation. Goocl water
conservation practices by all occupants and the installation of water conserving plumbing
fixtures are key factors in extending the useful Iffe of this component.
The soil absorption component's operation must be assessed by inspection at least
once every three dears The inspection shall include recording the levels of pondir g, if any, in
the observation pipes, and a visual inspection for any evidence of surface seepage or discharge
from the componemt. On steeply sloping sites, areas of erosion should be identifle J and
reported to the owner for repair. The surface discharge of domestic wastewater or sewage
from the system i;; {prohibited and considered a human health hazard.
Traffic art. ind or over the soil absorption component should be avoided paiticuiarly
during winter months. The compaction or removal of snow cover over the component may lead
to hydraulic failure by freezing. This type of failure is usually temporary, but is diffi.:ult or
impossible to repair until weather conditions improve. In general, soil compaction ever this
component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to
more intense, and earlier, organic clogging of the soil.
2
CONTINGENCY PLAN
If the POWTS falls and cannot be repaired the following measures have been, or must be taken, to provide a code compliant
replacement system:
A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption
system. The replacement area should be protected from disturbance and compaction and should not be Infringed upon by
required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will
result in the need for a new soil and sett evaluation to establish a suitable replacement area. Replacement systems must
comply with the rules In effect at that dme.
O A suitable replacement area Is not available due to setback and /or soil Ilmitations. Barring advances in POWTS technology
a holding tank may be Installed as a last resort to replace the failed POWTS.
• The site has not been evaluated to Identify a suitable replacement area. Upon failure of the POWTS a soil and site
evaluation must be performed to locate a sultable replacement area. If no replacement area is available a holding tank may
be Installed as a last resort to replace the failed POWTS.
• Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the
innitrative surface. Reconstructions of such systems must.comply with the rules in effect at" time.
< <WARNING> > ,
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT
OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES.
DEATH MAY RESULT, RESCUE OF A PERSON FROM TKE INTERIOR OF A TANK MAY BE DIFFICULT OR
IMPMUR1 F.
ADDITIONAL COMMENTS
POWTS INSTALLER POWTS MAINTAINER
Name iA Na me
Phone S-- Z (� _ G 'Phone
SEPTAGE SERVICING OPERATOR JPUMPE!j LOCAL REGULATORY AUTHORITY
Name Agency S�' Cro' zo.t " n
Phone fbont -
_ 09105/2001 16:10 7152686637 GILLE TRUCKING PAGE 01
4
a Tm nc.
M 14W' STREFT
AmeRy, WI 54 005
PRONE & FAX= (A5) 268 - 6637
F ax
To;, f1
�� Pagos �Inc� earwrk _
o upywne 0 Fe, R.Mml ❑ w•••• cart Q wesw psp�y Q Ple ago Rte•
•Cpnf�R�e��l;i�:
=� 0
P VIA
I
ST CKOIx COUNTY
SF.PTfC ':'ANK MAINTENANCE AGREEMENT
AND
L O� WP ERSHIP CERT FORM
Owner /buyer . --
Mailing Address 1113 ���- -4 to �-- �- -,Yt -W �C�� W ( t.. z --
Property Address _ `?`� - -�` — - -- - - - - -- .
(Verification required fron i Planning Department for new construction) _
City /State Ne 4 w-" k -LA) Parcel Identification riltimber C�& In -� 1V
L EGAL IIES!:RIPTIO 04
Propmly Location S><J � /�, �111t1 � /., 8(c. �1 T 3o_ -x_18 W, Town of �c- ►�- s�
Subdivision e'° Trot 9^ C�_.
Certified Survey Map # Volume � Page #
Warranty Deed # _ Volume _ Page
Spec house W ye Q no Lot lines identifiable C yes 0 no
SYSTEM MArNTENANCE
Improper use and maintenanceof your sel pc ayatetn ennld result in its premature failure to ban.dle wastes. Proper m;aintenane-e
consists of pumping out the septic tank every tbrt a years or cooacK, if titaded by a licensed pumper What you rut into tltc system
can affect the function of the septic tank as a trey anent stage is the waste disposal system.
The property owner agrees to submit to 5L Cxoix Zoning Department a cortiftcatiri a form, signed by the turner and by a
master plumber, journeymanpluniber, restrictedpl`: amber or a licetuedpumper verifying that (1) th on - site wastewaterdisposal system
is in proper operating cotiditinn and/or (2) after in: �ection "d pumping (if necessary), the septic tank is less thin 1/3 full of sludge.
Vwe. the tutdersigmed have read the above require hents and agree to maintain the private sewage disposal systern with tht standards
set forth. herein, as Get by the Departtnertt of Cote serve and the Department of Natural Resoutrots, Stato of Wisoonsin. Gert;raation
stating that your septic system has been tnaintainet 1 must be completed and ecturried to the St. Croix Co unty Zoning Office within 30
days of the three year expiration date.
SIGNATURg OF APPLICANT DATE
OV MR CEItW TA ION 1
I (Ae) caxtify that all statomants on this : ►nn are true to tho best of my (our) knowledge. I (we) am (are) the owncr(s) of
th ptv erty described above. by virtue of a wam ity deed recorded its Register of Deeds Office.
C�%
SIGNATURP OF APPLICANT DATE
Any information that is rnis- represeated rr ay rosult in the sanitary permit being revoked by the Zoning Department. •'••"
Include with this application: a stamped wart lnty deed from the Register of Deeds ofrc
a copy of the c reified survey inxp if reference is made in the warranty deed
' 9 4 FAG 5C4
VOL If
STATE BAR OF WISCONSIN FORM 2 - 1999 653152 KATHLEEN H. WALSH
WARRANTY DEED
Document Number REGISTER OF DEEDS
ST. CROIX CO., WI
This Deed, made between Hillvale Development Limited a RECEIVED FOR RECORD
Minnesota Limited Liability Partnership,
06 -07 -2001 9:30 AM
WARRANTY DEED
Grantor, and Halle Builders, Inc, EXEMPT N
— — -- — - - -- — — — -- — CERT COPY FEE:
COPY FEE:
-- TRANSFER FEE: 61.30
_- — — RECORDING FEE: 10.00
Grantee. — PAGES: 1
Grantor, for a valuable consideration, conveys to Grantee the
following described real estate in St. Croix _ County,
State of Wisconsin (if more space is needed, please attach addendum):
Recording Area
Lot 24, Golfview Acres, Town of Richmond, St. Croix County, Wisconsin. Name and Re(ur de
�f�I OGLAND
ESTREEN & OGLAND
304 Locust
Hudson, WI 54016
P t 026 -1060- 80,026 - 1063 -95 & 026 - 106 -10
Parcel Identification Number (PIN)
This is not _ homestead property.
Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Of) (is not)
Dated this day of July 2001
Hillvale Devel opinent Limited
• By: Richard S. Nelson
Y
AUTHENTICATION ACKNOWLEDGMENT
Signature(s) Hillvale Development Limi a Minnesota STATE OF WISCONSIN )
Limit Liability Partnership, by Richard S. Nelson ) ss.
Wt„ County )
authenti _day of _ July 2001
Personally came before me this _ day of
Its,. } --- the above named
rest IltntQ
$ "MBMR 9 YE BAR OF WISCONSIN - - - - -- _ —_.. —..._ _
I n 9. �r to me known to be the person(s) who executed the fore oin
au111vrized,b § 706 06, Wis. Stats.) instrument and acknowledged the same. g g
THIS INSTRUMENT WAS DRAFTED BY
. --
ttorney — a gland Notary Public, State of Wisconsin
Hudson, W I 154 54016 My Commission is permanent. (If not, state expiration date:
(Signatures may be authenticated or acknowledged. Both are not necessary.)
• Names of persons signing in any capacity must be typed or printed below their signature. Inlom,at— Proresa is company, Fond au sec, WI
STATE BAR OF WISCONSIN 800 - r55 - 2021
WARRANTY DEED FORM No. 2- 1999
acres
i � I St x County Register of neerlu
+0 0 87 �� 0 87,091
: / oo ,150 sq. ft. 00 2.00 c
�� / i j cV^ / j 2.00 acres
CO 34 00
CV
3q. ft. � / / 7,178 sq.ft.
res / 2.00 acres
CD
CD
1
1
OC)i
123.79' - 00 ( — — — 259.00' — — — — — — — 210.00' — _ _1 1 6 .92'
N00 0 41'43 "W
z 2
S T � N00 0 41'43 "W 585.9
soo °41'43 "E � M s000 41'4 " > > � TH S T.
3 E 585.92
- - -- - - - - - -- - - - - - --
123.79' � 33' 33' � - - - - -- 373.91' - - - 1 212.01'
o
I C� N I
---L------------
N - - - - -- - - - - -- M
13 w I 87,121 sq.ft. N LO 26
sq.ft. I ^ 44 ^ I 2.00 acres 75,674 sq.ft.
cres I I 1.74 acres
a - r- 1 00' -yl rn
--- 100 -- i 0) 0) l -- w
r
N z N ° 41'43 "W M
ca I 33' 33' I o 373.91'
59 0 E i v l I ` ^ z
I 87,172 sq.ft.
2.00 acres ` '
-- - — - — - — - — - — - — - — 34.35 210.39 c' N00 ° 54'45 "W 244.74'
the / - MATCH LINE - - -'
ec. 20. \ \\ \ \ \ SEE SHEET 2 OF 3
\ , \ \ •�.ti • LEGEND:
ft. \ \\ �� \ h� �^�• O Denotes County Surveyor's
Aluminum Monument (unless
'S1 � \\ • � \�\ � � noted)
SZ'I °�8 62 \ �? O Denotes 2" X 36" Iron Pipe Set
Weighing 3.65 Ibs /ft.
1 �� \\ ,A BA. • Denotes 1" Iron Pipe Found
T �
-_ MATCH LINE - - - -' \ (unless noted)
SEE SHEET 2 OF 3 C46 Denotes Curve Number
— — Denotes drainage & utility easerr
12ft. in width
�..
h
�.
i�
� \
i
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