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Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Cr oix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No: 429965 0
GENERAL INFORMATION • (ATTACH TO PERMIT) State Plan ID N
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:
St Joese h Development Corp St. Joseph Townshi
CST BM Elev: r Insp. BM Ele : BM Descri SectionlTown /Range /Map No:
00 . fl M. c0 Yea: l %. M n�• 23.30.20. it?
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark OD 1 /
Dosing t � Alt. BM ( (a Q !• q 1
Aeration Bldg. Sewer 9V 0) �S'(
Holding St/Ht Inlet / I /
3 -40
TANK SETBACK INFORMATION St/Ht Outlet
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic ,•+ (� t Dt Botto 5o • 3O l 46 .
C P• •
Dosing `� r Header � `
Aeration Dist. Pipe
Holding Bot. System 1 (�
PUMP /SIPHON INFORMATION Final G � ra ' d � L, G Q
Manufacturer & Demand— St Cover ILL 1
/ – I
Model Number A
TDH Lift Friction Loss System He TD
Q•� . D ►b
Forcemain Len th I Dia. n Dist. to Well
SOIL ABSORPTION SYSTE 2 ) 3 h 56 .25 t U
WFAI(rRIENqto Width Leng No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIME S 3 l �'
SETBACK SYSTEM TO P/L BLDG IWELL LAKE /STREAM LEACHING fa Ur
INFORMATION CHAMBER OR
Type Of System: t
V
UNIT Model Number: 2.11
DISTRIBUTION SYSTEM
Header /Manifol tl Distribution x Hole Size x Hole Spacing Vent to Air Intake
Pipe(s
Length Dia Length Dia pacing
SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only
Depth Over Depth Over
1 XX Depth of xx Seeded/Sodded xx Mulched
Bed/Trench Center Bed/Trench Edges Topsoil
., L j Yes [ ] No Yes J No
CO M E TS: (Include e s repencies, persons present, etc.) Inspection #1: Ob / /�' Inspection #2:
Location: 129 Heritage rail Hudso , WI 54016 (NE 1f4 SW 1!4 23 T30N R ) 20W) Settle ' el N
1.) Alt BM Description = 64 v ! N (/��A$' � / y b � c{'� a-
2.) Bldg sewer length = ;L 0 90 .SfJ c Ip l� p ` $� •� t 1 kW__4_1
amoun of cover= > 36 �.o`l j = 1 - 14 It .10 =99 00
Plan revision Required. ! Yes No
Use other side for additional information L
SBD -6710 (R.3/97) Date Insepctor's Signature Cert. No.
V '77 017
817 -SV hl
IV
^ mil` ` " (until co -
1�
cs ;Lee
a • + g $3
4 �
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Safety and Buildings Division County
201 W. Washington Ave., P.Q. Box 7162 f G x
aseons ®n Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.)
Department of Commerce (608) 266 - 3151 I f Z 1) %%--
State Plan I.D. Number
Sanitary Permit Applic �Pg V E D r--
In accord with Comm 83.21, Wis. Adm. Code, personal info ation e
may be used for secondary purposes Privacy Law, s 5.04(1)(m) Project Address (if different than mailing address)
MAY 0 7 2903 +0434V 1}.CQR Pe- ,
I. Application Information - Please Print All Information ��� t ? Ikf iv
Property Owner's Na me , ! . E P 1 # L Pfock #
Z ONLWg,� Z-7
A�f V'7
Property Owner's Mailing Address S /U Property Location
CV � � /a , �� 'fa ,Section
City, State }� Zip Code Phone Number
�� /l of� ✓ 50 �� �— T N; R � T (ctrcle one)
E otv
II. Type of Building (check all that apply) a, Svc �;
Subdivision Name CSM Number
X-1 or 2 Family Dwelling - Number of Bedrooms CwtS . r
El Public /Commercial - Describe Use `` S + - tL CXS �; ff�
❑ State Owned - Describe Use t!2 3 x ��'5 TAM S ❑City_ ❑Village Township of / f ZV5
III. Type of Permit: (Check only one box on line A. Complete line B if applicable)
A.
S.New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System
B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued
Before Expiration Plumber Owner
fV Type of POWTS System: (Check all that apply)
it Non - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter
❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter
❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain)
V. Dispersal/Treat ent Area Information:
Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (so Dispersal Area Proposed (sf) System Elevation 7
our 4d5t�. 9-5 icy
VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic
Gallons Gallons of Units Concrete Constructed Glass
New Existing
Tanks Tanks
Septic or Holding Tank '7
Aerobic Treatment Unit
Dosing Chamber,n �•
VII, Responsibility Statement I, the undersigned, assuni 9presponsibiti ty for installation of the POWTS shown on the attached plans.
PI u ber's Na me (P rint) � Plumber' Si gna r MP /N4Pn Number Business Phone Number
73- tf Kv
Plumber's Addre ss (Street, City, State, Zip ode)
VIII. County/Department Use Onl
Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater D ate Issued Issui Agent Signature (No Stamps)
❑ Surcharge Fee) ��—
Owner Given Reason for De nial
IX. Conditions of Approval /Reasons for Disapproval
Attach complete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in size
SBD -6398 (R. 01/03)
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code manly
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must I(OI
include, but not limited to: vertical and horizontal reference point (BM), direction and Pareet I.D.
percent slope, scale or dimensions, north am and distance to earest road.
Please print all info Review by sate
Personal information you provide may be used for ary purposes (Privacy Law, s. 15.04 (1) (m)). J /1,3/03
Property Owner A i ;a s 2 Q 0 2 P rty Location
� r
G mt. Lot N 1 /4Si� 114 S Z3T N R 2() E (or)
Properly Owners Mailing Mdress L t� Block # Sutxf. Name or CSM# frs G�
20 l s+ 11 r 1 °. `< -e
City State Zip Code Phone Number ❑ City ❑ village ®,Town Nearest Road
�a - I HN 15 (46 Z'tH
New Construction Use: ® Residential / Number of bedrooms 3 - y Code derived design flow rate G/ S t3 // G G GPD
❑ Replacement r , ❑ Public or commercial - Describe:
Parent material �� V `-L�.3 4 i^ Flood Plain elevation if applicable if/1 rrt` #•
General comments Jy �� e ✓YA -e I -e (J
and recommendations:
aAaA 20
Boring #
C] Boring il
B
L I [R pit Ground surface elev. � � '� fL Depth to limiting factor l � � 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
c s c 5 �5
Z
12 I 1,4 `-' S I' C - 1 2m cc c- s Cr,
3 t - J48 ib c ,
C141& — os D� ,I
Boring # ® Pr Ground surface elev. �� ,7C� ft. Depth to limiting factor in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft
in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2
►2 kD . 312
Z 1L-4} IUD v- k4 S�'c{ 2m� C--)
�+ (
Effluent #1 = SOD, > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD 130 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature CST Number
A �� - - Z5 -S SCR
Address Date Evaluation Conducted Telephone Number
2Al3 �QT>1 `�omerse ,tom► 52.5 £r —��'- Gz �� 15)Z�� - 4Uc�$
1 .
Property Owner ` ( r in I nry-�c- Parcei lD #
Page 2 -013
3 Boring #• ❑z1 Boring h
� aPit Ground surface_etev. fL Depth to limiting factor ! 3t } In.
Horizon Soil Application Ra
Depth Dominant Color Redox Description Texture Strucim C; tstence Boundary Roots GPD/ilz
In. Munsell Qu. Sz. CoilL Color '; Gr. Sz. Sh. .
Ett#1 Eft/12
CS C
Z 12- \C� 1�} S1'J n) m1hr es —
3 � �� to I � m 1 --•- —
/.2
�
F Boring Al Boring
❑
❑ Pit Ground surface elev. ft. Depth to fimiting factor in.
-Soil Application Rai
Horizon Depth Dominant Color Redox DescripUon.,..., Texture _Structure Consistence Boundary Roots GPD /W
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff #1 •Eff#2
F-1 Boring # ❑ Boring
❑ Pit • Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rats
Horizon Depth Dominant Color Redox Description Texture Structure Conststence Boundary I Roots GPD /h:
In. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff #2
-----------
Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD < 30 mgAk and TSS < 30 mg /l.
The Department of Commerce is an equal opportunity service provider and employer. Tf 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.
SBr11770 (1.07=)
1
t
PAGE 3 OF 3
NAM OQX d e LOT# ZZ LEGAL DESCRIPTION Ij Y� Z ,S Z � T 3d N R 3: Etor�
SCALE: I"= 7�
BM I ELEVATION /00, 0
BM 1 DESCRIPTION na I el -►
13M 2 ELEVATION f00
BM 2 DESCRIPTION na
SYSTEM ELEVATION
SYSTEM TYPE C'OhVrr�Ti,�
CONTOUR ELEVATION
i
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0
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SIGNATURE �f" �.� ATE
Pa
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Combination Sep•C.ic� Tank and
PUMP CHAMBER CROSS SECTION) A ND SPF CIRCA`
VC T C A P
JuuCTIM box
`I' C. C. VCMT PIPC ��A PPAOVE LOC'C1�..;L
�. ' FROM DOOKI 11AfJHOLL
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II
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KISCK EXIT PER/'IiTFCD OQLtJ IF TAIQF; MAIJUFAC.TUFIrR HA5 SUr-H A''ROV'aL. p;l,t
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TWITCH
PUMP fl1A1JUFACTURCA:
MODEL 1JUMbER: }�� �� T ID
5W17CH TUPC: I �t T IJU1 C: PUMP AI1D ALAKrti , `y TO 5C
MJAIIMLIP'1 D15CKARGE RATE GPM INSTALLED C)Q 5EP)'RATI: CJR:�L'I'I`S
VERTIChL DIFFLKKNNCfc DETWLCIJ PUMP OFF AUD.DI5TRIbU"rIOQ pipC.. !._ ✓r C CT
- f - M) JIMLJM ►NETWORK SUPPL' PR( SSURE . . . . . . . . . . . FLCT
t --�`'� t CEl OF FORCC ( X _ /,•' / FR1C110Q FALYOR...
00 1r. r EC
TOTAL. OyWA,MIC HEAD IaET
Pump chamber DIAMETER �^
IQTERAIAL OIMJ:WSICINJ OF T A QK: I_EkIGTH - -
BOTTOM AREA _ �__ 2 3.1= �` ��� _GAL /'l.N 'H
ME40 Series
4/10 MP Effluent
and Drain Water Pumps
Performance Curve
MODEL ME40 EFFLUENT PUMP
CAPACITY LITERS P MI
PER INU E
0 50 100 150 200 250 300 350
40 12
35
' 10 �
30
L
Z 25 8
Z
20 6
J
0 4 H
O
10 �-
5 2
0 0
0 10 20 30 40 50 60 70 80 90 100
CAPACITY GALLONS PER MINUTE
A P
M
F.E.
Myers, Pentair Compan • 1101 Myers Parkwa Y Y y, Ashland, Ohio 44805 -1923
419/289 -1144 FAX 419/289 -6658 Telex 98 -7443
K3326 7/91
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02/10/1995 18:28 7152737753 NELSON PLUMBING PAGE 01
ST CROIX COU NTY"
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FOR14
Owner/Bu e �`
r �J o o n
Owner/Buye Vie, �-- �' o t^ a-h
S se,� �l .� nrn �rl, �- -� - - --
Mailing Address 2 I 5 SS y2-
Prop erty Address
(Verification required from Planning Department for new construction) —
City /State cr} . U)1 parcel Identification Number See Deed
- AL DESCRLtJ
Property Location ''l,,S — ' /,, Seca, T 3 p N -R A,.� To of S f „Z p er.
r
Subdivision s - �tL�fi�'c t �. Lot
Certified Survey Map # _ , Volume _ _ - , Page #
It.v.STb� S D -
D d # ���6 V olume ,
Spec house 9 yes G no Lot lines Identifiable iP- yes [] no
SYSTEM CE
Improper use and maintenance of your septic system could result in its premature failure to handle wastes, Proper inaintenance
causists of pumping out the septic tank every three years or sooner, if needed by a licensed plumper. What you put into the system
can affect the function of the septic tank as a treatment stage in the waste disposal p system.
The property owner agrees to submit to St. Croix Zonin $ Department a certi
master 1 tication f
orm signed by the owncr and h a
p umber, journeyman plumber, reshictedptumber or a Iicettsed tun y
is in proper Operating condition and/or (2) after inspection and pumping if ne cessary ), thetse ) on - site waste�v atcr disposal system
B ( ), pie tank is less than 1/3 full of sludge.
Uwe, the uadersigned have read the above requirements and agree to maintain the private sewage disposal system :viti, dic standard_
sct forth, herein, as set by the Departmnent of Commerce arad 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 ,0
days of the three year expiration date.
SIGNATURE OF APPLICANT - --
DATE
OWNS AT
I (we) certify that all statements on this form arc true tO ale best o
the property dc ove, by virtue of a warranty deed recorded in Register of Deeds Office..
I (we) atn (ate) tt;e o.�t;cr(s) u1
SIGNA17 -aE F APPLICANT �'
DATE
****'* any information that is 3 represented may result in the sanity ermit bein re voked by the Zoning ryp g r r ••....
��, Lac .anr.ier,t
+4
F
Include with this a
pplicat(on: a stamped warranty decd from flue Register of heeds office
Private Onsite Wastewater Treatment System Management Plan
Septic Tank And Gravity In- Ground Soil Absorption Component
Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment
System (POWTS) shall include information and procedures for maintaining the system within
the parameters of Comm 83 and 84, and the conditions of approval by the department, 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 Component Manual for Private Onsite Wastewater Treatment Systems SBD-
10567-P (R.6/99).
Table 1: System Design Specifications
Sanitary Permit Number 2`196 "-
Number of Bedrooms
Design Flow - Peak (gpd)
Estimated Flow - Average (gpd) Co
Septic Tank Capacity (gal) av -
Soil Absorption Component Size (ft
Type of Wastewater D&nestic
Table 2: Soil Absorption Component - Limit of Reliable Operation
Septic Tank Component Soil Absorption Component
Design Flow - Peak (gpd) I zoo 81 � 4 oa in LJA
Maximum Influent Particle Size (in) 1/8
Maximum BOD (mg /L) 220
Maximum TSS (m /L) 150
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 every 3 years
Soil Absorption Component Inspect once every 3 years
Septic Tank
The septic tank shall be maintained by an individual certified to service septic tanks
under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with
NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease
Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable
Resirooms).
The operating condition of tW se tic tank and outlet filter shall be assessed at least
once every 3 years by inspection. outlet filter shall be cleaned as necessary to ensure
p roper operat The filter cartridge shou not be removed unless provisions are made to
retain solids in the tank that may slough off the filter when removed from its enclosure. If the
Management Plan for a Septic Tank and Soil Absorption Component
filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously.
Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The
septic tank shall have its contents removed when the volume of scum and sludge in the tank
exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed 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 risers, access risers and covers should be inspected for water tightness and
soundness. Access openings used for service and assessment shall be sealed watertight upon
the completion of service. Any opening deemed unsound, defective, or subject to failure 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 for
any reason without being in full compliance with OSHA standards for
entering a confined space. The atmosphere within the septic or other
treatment of holding tank may contain lethal gases, and rescue of a
person from the interior of the tank may be difficult or impossible.
Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the
tank is no longer used as a POWTS component.
Soil Absorption Component
The soil absorption component serving this structure is designed to accept domestic
wastewater from a residential facility. The limits of operation of this component are shown in
Table 2.
The longevity of a soil absorption component depends greatly on proper and timely
maintenance, and system use within or below the limits of reliable operation. Good water
conservation practices by all occupants and the installation of water conserving plumbing
fixtures are key factors in extending the useful life of this component.
The soil absorption component's operation must be assessed by inspection at least
once every three years. The inspection shall include recording, the levels of ponding, if any, in
the observation pipes, and a visual inspection for any evidence of surface seepage or discharge
from the component. On steeply sloping sites, areas of erosion should be identified and
reported to the owner for repair. The surface discharge of domestic wastewater or sewage
from the system is prohibited and considered a human health hazard.
Traffic around or over the soil absorption component should be avoided particularly
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 difficult or
impossible to repair until weather conditions improve. In general, soil compaction over 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
r -
Management Plan for a Septic Tank and Soil Absorption Component
Plantings of deep rooted trees and shrubs directly over or within ten feet of the
component should be avoided since root intrusion into the component may obstruct wastewater
flow.
PLO- jOeC5 Pl- f> 6
CO Aj CV_(e+ 715 6� Z3//
C O Ctz l �o �rti b . z73 - 6 71 (- 7
3
'J 2 0 6 5 P -7�+la
5 � 8 569
' HATHLEEN H. I#ALSH
Document Number
TRUSTEE'S DEED ST. CROIXOCo. , WI
HENRY J. LENTZ, as Trustee of The Henry J. Lentz Family Revocable RECEIVED FOR RECORD
Trust Agreement dated May 24, 2000; and Bernice A. Lentz, wife of 12/02/2002 01 :00PN
Henry J. Lentz, for a valuable consideration conveys without warranty to EXOPT #
ST. JOSEPH DEVELOPMENT CORPORATION, a Minnesota
corporation, Grantee, the following described real estate in St. Croix REC FEE: 13.00
County, State of Wisconsin: TRANS FEE: 4590.60
ty COPY FEE:
CERT COPY FEE:
PAGES: 2
See attached addendum.
This is homestead property Recording Area
Name and Return Address
LAND TITLE, 1;; �CD
1900 S?... ` .. ' OAO
F" No. a 11 . -I G / –, .
030- 2032 -50 -000; 030 - 2032 -10 -000;
030 - 2032 -70 -000, 030 - 2033 -20 -000;
030 - 2033 -40- 000;030- 2043 -10 -000
(Parcel Identification Numbers)
Bernice A. Lentz, wife of Henry J. Lentz, joins in this conveyance to relinquish any homestead and marital property interests,
but does not join in any of the warranties.
Dated this ,-)�? 4 day of ,l�1Dy. 2002.
* *Henry J. L ,Trust
c
r
* •Bemice A. Lentz �—
AUTHENTICATION
ACKNOWLEDGMENT
Signatures) 2 G�
STATE OF WISCONSIN
, Y-a. A1, , J 2 ST. CROIX COUNTY
authp!* {, of ! nv f � 1 a Personally came before me this _day of
authen ' ted is flay 2002, the above named Henry J. Lentz, as Trustee of the
o w Henry J. Lentz Family Revocable Trust, and Bernice A.
Lentz, to me known to be the person(s) who executed the
signature foregoing instrument and acknowledge the same.
6 Lf^-7- F W9-C
type or print name
TITLE: MEMBER STATE BAR OF WISCONSIN signature
type or print name
(!f not,
authorized by' 706.06, Wis. Stats.) Notary Public St. Croix County, WI
THIS INSTRUMENT WAS GRAFTED BY
My commission is permanent. (If not, state expiration date: Robert F. Wall )
*Names of persons signing in any capacity should be typed or
printed below their signatures.
Lentz TrusteesDeedStJosephDeveiopment -02
1 r 1 2065P 519
Property Description -
(Henry J. Lentz Family Trust/Grantor to St. Joseph Development Corporation, Grantee)
A PARCEL OF LAND LOCATED IN PART OF THE NW1/4 OF THE SW 1/4, PART OF THE NE1 /4 OF
THE SW 1/4, PART OF THE SE 1 /4 OF THE SW 1/4, PART OF THE NW 1/4 OF THE SE 1/4, AND THE
SW 1/4 OF THE SE 1/4 ALL IN SECTION 23, AND IN PART OF THE NE 1/4 OF THE NW 1 A OF
SECTION 26, ALL IN T30N, R20W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN;
DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTH QUARTER CORNER OF SAID SECTION 23, THENCE S89 °5928 "E
ALONG THE SOUTH LINE OF THE SE 1/4 OF SAID SECTION 23, 1329.95 FEET TO THE EAST LINE
OF SAID SW 1/4 OF THE SE 1/4; THENCE N00 1 05'53 "W, ALONG LAST SAID EAST LINE AND THE
EAST LINE OF THE NW 1/4 OF THE SE 114, 2662.66 FEET TO THE EAST -WEST QUARTER LINE OF
SAID SECTION 23; THENCE S89 °5749 "W, ALONG SAID EAST -WEST QUARTER LINE, 1103.88
FEET; THENCE S00° 15'03 "E, ALONG THE EAST LINE OF LOT 2 OF CERTIFIED SURVEY MAP
RECORDED IN VOLUME 3, PAGE 711, AND THE SOUTHERLY EXTENSION THEREOF 541.62
FEET; THENCE S89 °44'57 "W 349.84 FEET; THENCE N00° 15'03 "W A DISTANCE OF 100.00 FEET TO
THE SOUTHWEST CORNER OF SAID LOT 2; THENCE ALONG THE SOUTH LINE OF CERTIFIED
SURVEY MAP RECORDED IN VOLUME 4 PAGE 944 S89 0 44 1 57 "W A DISTANCE OF 699.66 FEET
TO THE WEST LINE OF LOT "A" OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 4, PAGE
944, AT ABOVE SAID OFFICE; THENCE N00 °l5'03 "W, ALONG LAST SAID WEST LINE, 445.55
FEET TO SAID EAST -WEST QUARTER LINE OF SECTION 23; THENCE S89 °57'49 "W, ALONG
SAID EAST -WEST QUARTER LINE, 1107.54 FEET; THENCE S009 T1 4"E A DISTANCE OF 304.14
FEET; THENCE N89'4 1'28"W A DISTANCE OF 404.95 FEET; THENCE S00° l 714"E A DISTANCE
OF 1025.47 FEET TO THE NORTH LINE OF THAT PARCEL DESCRIBED ON DEED RECORDED IN
VOLUME 562, PAGE 563; THENCE N89'05'35 "E ALONG LAST SAID NORTH LINE, 1222.12 FEET
TO THE EAST LINE OF SAID PARCEL; THENCE S00° 15'40 "E ALONG LAST SAID EAST LINE,
1352.12 FEET; THENCE S02 0 5223 "E, ALONG LAST SAID EAST LINE 1324.16 FEET TO THE
SOUTH LINE OF SAID NEU4 OF THE NW 114 OF SECTION 26; THENCE N89 °55'00 "E, ALONG
LAST SAID SOUTH LINE, 66.08 FEET TO THE WEST LINE OF LOT I OF CERTIFIED SURVEY
MAP RECORDED IN VOLUME 5, PAGE 1352, AT ABOVE SAID OFFICE; THENCE NO2 °52'23 "W,
ALONG LAST SAID WEST LINE AND THE WEST LINE OF A PARCEL RECORDED IN VOLUME
623, PAGE 331, 1325.87 FEET; THENCE N00 1 15'40 "W, ALONG LAST SAID WEST LINE, AND THE
WEST LINE OF LOT i OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 2, PAGE 348,
521.61 FEET TO THE NORTH LINE OF LAST SAID LOT 1; THENCE S89 °53'49 "E, ALONG LAST
SAID NORTH LINE, 894.17 FEET TO THE EAST LINE OF LAST SAID LOT 1; THENCE SO4 °28'32 "E,
ALONG LAST SAID EAST LINE, 523.40 FEET TO THE SOUTH LINE OF THE SW1 /4 OF SAID
SECTION 23; THENCE S89 °53'32 "E, ALONG LAST SAID SOUTH LINE, 107.05 FEET TO THE
POINT OF BEGINNING. PARCEL CONTAINS 162.778 ACRES, SUBJECT TO RIGHT -OF -WAY FOR
S.T.H 35164 AND C.T.H. " E " AND SUBJECT TO ALL OTHER EASEMENTS, RESTRICTIONS, AND
COVENANTS OF RECORD.
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