r;scans) surveys/starr/ST17.pdfFound corner marked by set stone with an "X". in the top. A CCC yellow slip, Fbrm 874-9, is on file at the U.S. Forest Service Office, Athens, Ohio

R9. 7100°80 <4°4°731 a,.o eoa-111

CERTIFIED LAND CORNER RESTORATION

State of Ohio . } ss.

County of ... I~~~~i.1:f~ ...•..

I ...... Rm1ald .. l1.r ... l1~x.~kl.~ ........... , do hereby certify that on ·the. ... -.6.Q.t\l ... _ ••.. day of ... u.-1~.!.Y_ ................ 19 ... §J ... , I found evidence of the .... _ ... _ ........ ~.\;.J;.tQ.U ........................ ___ ... ____ corner of~~.ti.9.l)JL.lQ.a.ll~ .. LZ---.. --Township ...... .1.2~ .............• Range ....... Jl/~:l ...••••.... ,Levi Davis Survey, as described hereon; and that from this evidence I established xxm.wcuu~mmwnt and accessories as described hereon to pcrpetua te the original location of this corner:

Description of original monument and accessories and subsequen~ restorations:

Original monument was set by the Ohio Company in the 1790's. Subsequent restoration by Levi Davis Survey (Hocking County) in 1869 and 1870.

The following plats of the Levi Davis Survey are on file at the Hocking County Recorder's Office: Plat Book

Plat Book A-4 A-4 A-4

Page 362. Page 363 Page 368 Plat Book

Description of comer evidence found:

Found corner marked by set stone with an "X". in the top.

A CCC yellow slip, Fbrm 874-9, is on file at the U.S. Forest Service Office, Athens, Ohio. The slip is dated 1936 and notes that a stone was recovered at that time. Also, a black oak tree, 3. 3 feet N 49° E from stone is still present.

Description of manmtt0l1t and accessories I established to perpetuate the original location of this corner:

Established the following bearing trees:

s. Oak 21. It N SOE 3.5' w. Oak I 1. II s 38 w l J. 7' w. Oak IO" s 70 w 38.8' Ash 12" N 29 W 37.9'

The stone was left in place to perpetuate the corner point.

0(rl~~ J1. ;(~1J RECORDER HOCKING COUNTY

I i i

···············r········ .. ··~ .··············l1t .............. .

. , .#' l~N, OHIO 43138

Resident witnesses... . ...... - .. ~4... _ J.~~~<L?:::-- .. r; ~~'.'.f.:!:~~· .. k;Y·~· ..... Ohio, this .. /(day of k#Y. ~, Signature ........ g~-~~~~---.. ··-... Title. .. R~i~1~t~2l1J:YS.Y.2J' __

··············~~·············~'-··············Ir·············· e - Corner monument restored

D-

(County Surveyor, Registered Land Surveyor. or other duly authorued o!!lc!al)

Surveyors Registration No ..... -.§.~.U .............. .

Office ~~ .. 2.-... .. ....... C.Ounty. of~-~---..... I hereby certify that the within instrument was filed in this office 'ibr record on the ... .\6.W._ .... day of~---19K.~. and wiu filed in Book ~o ...... L ..................... Pnge No • .J.~3._ ___ of Co~Record.1.-~ 1SC

S1guntur~~i~~-·-·--. P~ r~-;? No ... ··-~--····-

f,T/)Je£. I 7 ~ ~ 'it:J~( /ft...

William R. Show 6 Associates, Inc. ----·~------~--- Consulting Engineers & Surveyors .

WILLIAM R. SHAW. P.E .• P.S. PHONE 63 WEST MAIN ST.

614. 38!5·4349 LOGAN. OHIO 43138

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Approved• Mathematlcally · Hockin. County Auditor's o;rce a"_

By 't'4 Dal• I· . 'I""

"SUBDIVISION REGU[ATIONS WAIVED PENDING HEALTH DEPT. APPROVAL

BV ~c~ DATE l - 7-<ic,. "le ~ c:, ce~ ~

SE:C.TIC>.V 11

WILLIAM R. SHAW. P.E .• P.S.

Wiiiiam R. Shaw & Associates, Inc. Consulting Engineers & Surveyors

PHONE 614 • 385·4349

Descrjption of Survey for Hattie White

63 WEST MAIN ST. LOGAN.OHIO 43138

Being a part of the tract of land last transferred to Max

and Maizie Malone as recorded in Deed Book 155 at page 373,

Hocking County Recorder's Office, said tract being a part of the

south half of _the southeast quarter of Section 17, T12N, R16W,

Starr Township, Hocking County, State of Ohio, and being more

particularly described as follows:

Beginning at a· point at the southwest corner of the south

east quarter of Section 17, Tl2N, R16W;

Thence with the half section line, North, along an existing

fence line, passing a 5/8" iron pin with I.D. cap set at 1.75

feet, and at 708.36 feet, going a total distance of 733.48 feet

to a point in the centerline of Township Road No. 326;

Thence leaving the half section line and with the centerline

of said road, South 54° 20• 52" East a distance of 96.55 feet

to a point, and South 49° 52' 08" East a distance of 100.io feet

to a point;

Thence leaving the centerline of said Township road, South,

passin4 a 5/8" iron pin with I.D. cap set at 20.00 feet, going

a total distance of 610.75 feet to a 5/8" iron pin wi°th I.O. cap

set on the south line of Section 17;

Thence with the section line, South 89° 17' 08" West a

distance of. 155.00 feet to the place of beginning, containing

2.4001 acres, more or less, subject to the right of way of Town

ship Road No. 326 and all easements of record;

The bearings used were derived assuming that the west line

of the southeast quarter of Section 17 to be North - South.

The above description was prepared from a survey made on

January 3, 1986, by William R. Shaw, Ohio Professional Surveyor

No. 6650.

Approved • Mathematlcal!y Hockini County Auditor's Office

By Cf"'£& Data I · ] · 1f '-"

SUBDIVISION REGULATIONS WAIVED PENDING HEALTH DEPT.. APPROVAL

BY '.:~.r;q. DATE I· 'I·~. ~--~

APPROVED LOGAN-HOCKING COUNTY ~ MEALTH DEPT.

Data .t:';f-; t=-1 rpC. X7~,

fTAF!.1€. 17 PLAT OF A 6.179 ACRE TRACT FOR MAX AND MAIZIE MALONE (,, /7'lH-~·

Situated in St a r r Township, Hocking County, 0 hi o; being pa rt of the South ha If of the Southeast quarter of Section 17, Township 12, Range 16.

LEGEND

" /

Center of Township Road 3a6,

Loomis Road O 5/8" iron pin with 1-1/4" plastic ID cap stamped 6650 found

"" S48"56'55"E- 36.64' ® Damaged 5/8" iron pin found S52" 32' 13"E- 61.26

1

S58'33'54"E- 104.08'

• 5/8"x 30" iron pin with 1-1/4" plastic ID cap stamped LPG-6344 set

0 N

_j

~ ~ Q) A()) 0 c coco f-

o-coco f")

S54"42'26"E- 46.91'

549·28' 45"E- 40.27 1

S47'11'18"E- 106.15'

S48°36'46"E- 58.97'

• PK nail set ® 3" aluminum State of Ohio

monument found

U o co I +-> I co ~

Max & Maizie Malone

155-373

S51°56'53"E- 51.70' ..-

.~ Q) U) ~ ..-+-' 0 0::: ill

O No I

~ ~ ,-

(j)

559·01'43"E- 54.49'

555·03'39"E- 58.57' I .w I.{)

6. 179 acres S72' 33'25"E- 60.63' 'N .o N I.{)

b z

SECTION 17

S78" 44' 48"E- 70.95' S83"48'02"E- 66.86'

S88'43'35"E- 62.97'

-_J- - -

~ ~ ~ Southeast corner of the A A 0 g "..- gr- Southwest quarter of the o q o "..- Southeast quarter of N C.0 0 0 ~ b 0 Section 1 7

(/) 0 N

~--- c>------------------------------------------~~~~~~~-<. SECTION 16 N90'00'00''W- 762.73'

Point of Beginning

N90'00'00"W- 314.99'

ss9·4s'og"w 86.05'

REFERENCES:

Tax maps Deed descriptions Previous surveys Existing monumentation Existing public road

REFERENCE BEARING:

Approved - Mathematically Hocking County Engineer's Office

BY ~ DATE 7-}?ftb

U.S.A. 0 R 2 6 - 1 1 9 ,,,,,,,, .. " ............ ,,,,,

.......... .-< r:: 0 ,..... .. ,,, ............ ,,< ~\,;:.. r 0 ''•,,,

...... ~.... <O" ........................... ~o· .......... ~ .~ .. .. -

./ /.. LARRY ·...... \ l l P. \ \ § -u l GERSTNER ) ~ r---------\ JJ \ S-6344 f a: ; O 1 0 O 2 o o .. o ~ 10~ \ ~ '·~G ~<)_./~ / SCALE: \, ~& ·· .... /STE~ .... ··~ l 1" - 200' ' .... ,, ~!. ........... .. ,<('. ........ -

, .. ,,, ONAL sv ........ .. 1,,,,,,.,,,, ,,,,,, ...... .. ... , ....... "'"'''

17

The South line of Section 17 at this tract as North 90 degrees 00 minutes 00 seconds West. Bearings are based upon an assumed meridian and are to denote angles only.

CERTIFICATION: I hereby certify that an actual survey was made under my superv1s1on of the premises shown hereon on the 27th day of July, 1998 and that the plat is a correct representation o'f the premises as described by said survey. ·~ .~/-! ~-

~ .~.ccv~· Registered urveyor No. 6344

Survey by: Larry P. Gerstner - Engineering and Surveying 9 East Second Street, Suite A, Logan, Ohio 43138

(740) 385-4260

SURVEY DESCRIPTION OF A 6.179 ACRE TRACT FOR MAX AND MAIZIE MALONE

Situated in Starr Township, Hocking County, Ohio; being part of the South half of the Southeast quarter of Section 17, Township 12, Range 16; and being more particularly described as follows:

Commencing for reference at a 5/8" iron pin with 1-114" plastic ID cap stamped 6650 found at the Southeast corner of the Southwest quarter of the Southeast quarter of Section 17; thence with the South line of Section 17 South 89 degrees 48 minutes 09 seconds West a distance of 86.05 feet to a 3" aluminum State of Ohio Monument found; thence continuing with the south line of Section 17 North 90 degrees 00 minutes 00 seconds West a distance of314.99 feet to a 5/8" iron pin set and being the point of Beginning of the tract of land to be described;

thence continuing with the South line of Section 17 North 90 degrees 00 minutes 00 seconds West a distance of 762.73 feet to a 5/8" iron pin with 1-114" plastic ID cap stamped 6650 found;

thence leaving the South line of Section 17 North 0 degrees 52 minutes 02 seconds East a distance of 611.33 feet to a PK nail set in the center of Township Road 326, Loomis Road, and passing a damaged 5/8" iron pin found at a distance of 591.33 feet; thence with the center of said Township Road 326 the following fourteen bearings and distances:

1) South 48 degrees 56 minutes 55 seconds East a distance of 36.64 feet to a PK nail set; 2) South 52 d·egrees 32 minutes 13 seconds East a distance of 61.26 feet to a PK nail set; 3) South 58 degrees 33 minutes 54 seconds East a distance of 104.08 feet to a PK nail set; 4) South 54 degrees 42 minutes 26 seconds East a distance of 46.91 feet to a PK nail set; 5) South 49 degrees 28 minutes 45 seconds East a distance of 40.27 feet to a PK nail set; 6) South 4 7 degrees 11 minutes 18 seconds East a distance of 106.15 feet to a PK nail set; 7) South 48 degrees 36 minutes 46 seconds East a distance of 58.97 feet to a PK nail set; 8) South 51 degrees 56 minutes 53 seconds East a distance of 51. 70 feet to a PK nail set; 9) South 59 degrees 01 minute 43 seconds East a distance of 54.49 feet to a PK nail set; 10) South 65 degrees 03 minutes 39 seconds East a distance of 58.57 feet to a PK nail set; 11) South 72 degrees 33 minutes 25 seconds East a distance of 60.63 feet to a PK nail set; 12) South 78 degrees 44 minutes 48 seconds East a distance of 70.95 feet to a PK nail set; 13) South 83 degrees 48 minutes 02 seconds East a distance of 6.6.86 feet to a PK nail set; 14) South 88 degrees 43 minutes 35 seconds East a distance of 62.97 feet to a PK nail set; thence leaving the center of said Township Road 326 South 0 degrees 00 minutes 00 seconds West

a distance of206.01 feet to the point of beginning, passing a 5/8" iron pin set at a distance of 20.00 feet, containing 6.179 acres, and subject to the public easement of said Township Road 326 and any public or private easements of record.

The above 6.179 acre survey is intended to describe part of the 80.00 acre tract as deeded to Max and Maizie Malone, deed reference Volume 155, Page 373, Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, deed descriptions, previous surveys, existing monumentation, and an existing public road. The reference bearing for this survey is the South line of Section 1 7 at this tract as North 90 degrees 00 minutes 00 seconds West. Bearings are based upon an assumed meridian and are to denote angles only. All iron pins set by this survey are 5/8" by 30" and are capped by a 1-1/4" plastic identiflcation cap stamped LPG-6344. The above described property was surveyed by Larry P. Gerstner, Ohio Registered Surveyor No. 6344, on July 27, 1998. ,,,,'''11

"""

111110

"''''••,,,,. ........ :\ E. 0 F o ........ ,.,.,. Approved - Mathematically Hocking County Engineer's Office

BY JL_,liq DATE 1 ... ;o-'1~

, ....... ~ ~ .............. IY1 o ..... ..

~ t;~:;N:·:··,) ~\) :Jl\ . 44 :O: \o\~ ·~· Survey by: \ ~, 1~ ~<:)_ •• / 0 /

Larry P. Gerstner - Engineering and Surveying\ .... ,~~ ... ,C?_!.~!.'?..~·····~ ... / 9 East Second Street, Suite A, Logan, Ohio 43138 38~,~~4~AL$\) ................. ~ ..

~~.~~ .. -. ........... ... ~~.,"t ... t\'•'"'''"'

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® -ccod A/A/Loer

tAppn>ved • Mathematrcatr1 Hocking CounfY, Engineer's offica

ate_:i:_l.:.12.. t) k '7

Fl.AT OF EAc.5EMl5U7 r-oe lluETERY Pu1<P06Ea

L3e/AIG P£l.e r OP rHE 6, 1-\/. 1/4 OF L5eC7/0AJ 17-- "?:/8.A../---K:',,/CO 1 k/--

#OCKl.US cCJu,trrV-L5TA/E oFCJHIO ~ ( O~.e 70w.<l.5h'1P)

UtJ8 Alo: 6178'2 I

Sr>rse. 17

~Approved• MathematicaUy EX H I B I T "A" Hocking Coun Enginee(s office

~ de 1~1-1~ ~ f( '-~~') ()H ~

Being a part of the tract of land that is now or formerly in the name of Genieve & Frederick Webb as recorded in Deed Book 216 at page 253, Hocking County Recorder's Office, said tract being situated in the southwest quarter of Section 17, T12N, R16W, Starr Township, Hocking County, State of Ohio and more particularly described as follows:

Beginning at a point on the north line of the southwest quarter of Section 17 from which a 5/8" iron pin with a plastic identification cap found to be on the northeast corner of said southwest quarter as cited in survey recorded in Deed Book 216 at page 253 bears North 89 degrees 13 minutes 13 seconds East a distance of 248.66 feet;

Thence leaving the north line of said southwest quarter, South 34 degrees 39 minutes 23 seconds West, passing -through a 5/8" iron pin with a plastic identification cap set at 30.55 feet, going a total distance of 386.39 feet to a 5/8" iron pin with a plastic identification cap set;

Thence North 55 degrees 20 minutes 37 seconds West a distance of 150.00 feet to a point;

Thence North 34 degrees 39 minutes 23 seconds East a distance of 279.65 feet to a point on the north line of said southwest quarter;

Thence along said north line with the survey bearing as cited in Deed Book 216 at page 253, North 89 degrees 13 minutes 13 seconds East a distance of 184.10 feet to the pl ace of beginning, containing 1.1468 acres, more or less, and subject to all easements of record.

Included with the above described tract is a 20 foot wide easement for ingress and egress, the centerline being described as follows:

Beginning at a point on the east line of the above described tract from which the southeast corner of said tract bears, South 34 degrees 39 minutes 23 seconds West a distance of 32.40 feet;

Thence South 29 degrees 07 minutes 43 seconds East a distance of 215.44 feet to a point;

Thence South 20 degrees 58 minutes 39 seconds West a distance of 96.09 feet to a point;

Thence South 40 degrees 14 minutes 26 seconds West a distance of 159.64 feet to a 60d nail set;

Thence South 45 degrees 28 minutes 31 seconds West a distance of 239.74 feet to a point;

Thence South 39 degrees 52 minutes 39 seconds West a distance of 388.44 feet to a point in Township Road No. 326;

The bearings used in the above described tract were based on the north line of the southwest quarter as bearing South 89 degrees 13 minutes 13 seconds West and are for the determination of angles only.

The above described tract was surveyed by George F. Seymour, Ohio Professional Surveyor No. 6044, August 31, 1992.

PLAT OF A 1.850 ACRE TRACT FOR MAX AND MAIZIE

~TA/ff< /'1 /. lfrJA"·

MALONE

Situated in Starr Township, Hocking County, Ohio; being part of the South half of the Southeast quarter of Section 17, Township 12, Range 16.

_J <( I-0 I-

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~

I 0 co }LJ co

0 0 0 0 b z

Max & Maizie Malone 155-373

1 .850 acres

LEGEND • Point O 5/8" iron pin with 1-1/4" plastic

ID cap stamped 6650 found

• 5/8"x 30" iron pin with 1-1/4" plastic ID cap stamped LPG-6344 set

.A PK nail set ® 3" aluminum State of Ohio

monument found

S47'42'21 "E 62.59'

S35'35'00"E 36.04'

S26'35'56"E 44.26'

S 18'55' 17"E-SECTION 1 7 SECTION 1 7 - --- ---------------------~··>----Jo-----~- ----SECTION 16 N90'00'00"W- 314.99' S89'48'09"W S89'48'09"W \SECTION 16

86.05' 95.24' \

0

REFERENCE BEARING:

Southeast corner of the Southwest quarter of the

Southeast quarter of Section 17

dP?riJvtd 9Ma~b.%l.itit~iif 9

\Corl D. & Rosel ~ Corson

\ 172-122 \ \

Hocking County Engineer's Office REFERENCES:

BY ~_DATE_&_S-j$ Tax maps 77____ Deed descriptions

100 50

SCALE: 1" = 100'

SUBDIVISION REGULATIONS WAIVED Pr?vi.ous surveys . PENDING HEALTH DEPT. APPROVAL Existing monumentat1on

_Jjf___ Existing public road

BY I 1 DATE !~£-fl

The South line of Section 17 as North 90 degrees 00 minutes 00 seconds West. Bearings are based upon an assumed meridian and are to denote angles only.

CERTIFICATION: I hereby certify that an actual survey was made under my superv1s1on of the premises shown hereon on the 27th day of July, 1998 and that the plat is a correct representation of the

premises as described by said survey. ~ _ f: ~A._{ __ _ Register~~No. 6344

Survey by: Larry P. Gerstner - Engineering and Surveying 9 East Second Street, Suite A, Logan, Ohio 43138

(7 40) 385-4260



Beginning at a 5/8" iron pin with 1-114" plastic ID cap stamped 6650 found at the Southeast corner of the Southwest quarter of the Southeast quarter of Section 17; thence with the South line of Section 17 South 89 degrees 48 minutes 09 seconds West a distance of 86.05 feet to a 3" aluminum State of Ohio Monument found;

thence continuing with the South line of Section 17 North 90 degrees 00 minutes 00 seconds West a distance of 314.99 feet to a 5/8" iron pin set;

thence leaving the South line of Section 17 North 0 degrees 00 minutes 00 seconds East a distance of 206.01 feet to a PK nail set in the center of Township Road 326, Loomis Road, and passing a 5/8" iron pin set at a distance of 186.01 feet;

thence with the center of said Township Road 326 the following nine bearings and distances: 1) South 88 degrees 43 minutes 35 seconds East a distance of 43. 78 feet to a PK nail set; 2) South 87 degrees 32 minutes 55 seconds East a distance of 88.17 feet to a PK nail set; 3) South 80 degrees 48 minutes 16 seconds East a distance of 101.60 feet to a PK nail set; 4) South 74 d·egrees 18 minutes 39 seconds East a distance of 102.20 feet to a PK nail set; 5) South 67 degrees 17 minutes 4 7 seconds East a distance of 79 .67 feet to a PK nail set; 6) South 4 7 degrees 42 minutes 21 seconds East a distance of 62.59 feet to a PK nail set; 7) South 35 degrees 35 minutes 00 seconds East a distance of 36.04 feet to a PK nail set; 8) South 26 degrees 35 minutes 56 seconds East a distance of 44.26 feet to a PK nail set; 9) South 18 degrees 55 minute 17 seconds East a distance of 15.87 feet to a point; thence leaving the center of said Township Road 326 South 89 degrees 48 minutes 09 seconds East

a distance of 95.24 feet to the point of beginning, containing 1.850 acres, and subject to the public easement of said Township Road 326 and any public or private easements of record.

The above 1.850 acre survey is intended to describe part of the 80.00 acre tract as deeded to Max and Maizie Malone, deed reference Volume 155, Page 373, Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, deed descriptions, previous surveys, existing monumentation, and an existing public road. The reference bearing for this survey is the South line of Section 17 as North 90 degrees 00 minutes 00 seconds West. Bearings are based upon an assumed meridian and are to denote angles only. All iron pins set by this survey are 5/8" by 30" and are capped by a 1-114" plastic identification cap stamped LPG-6344. The above described property was surveyed by Larry P. Gerstner, Ohio Registered Surveyor N~~ 6344, on July 27, 1998.

Approvea - Matr1ernat1cally Hocking County Engineer's Office

DATE $-f~~

SUBDIVISION HEGULATIONS WAIVEDf' PENDING HEALTH DEPT. APPROVAL

BY 11-J

ro ~os. ".n'J At:,. ~CONDITIONAL APPROVAL/

TRANSFER Not to be used as separate building site or transferred as an independent

Survey by: parcel in the future without Larry P. Gerstner - Engineering and Survfetytl.1f1r~ Commission and/or

9 East Second Street, Suite A, Logan, Ohio 43131aealthj)9sart{r~bapproval

R.er-eR~.c..s: ~.l!!C.;:j AdAIOT40 ~-VTV 7AJC MA,c:t:J PN'~IOl.J~ &A.eV.dY..:S l!>c/..:S1"1A/6 M'C:WtU-f.e.cJ~d

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7

EXHIBIT "A"

Being a part of the tract of land that is now or formerly in the name of Genieve and Frederick Webb as recorded in Deed Book 216 at page 253, Hocking County Recorder's Office, said tract being situated in the southwest quarter of Section 17, Tl2N, Rl6W, Starr Township, Hocking County, State of Ohio and being more particularly described as follows:

Beginning, for reference, at an iron pin with an identification cap stamped "6803" found on the northeast corner of the southwest quarter of Section 17;

Thence along the east line of the southwest quarter, South 00 degrees 37 minutes 10 seconds East a distance of 748.67 feet to a 5/8" iron pin with a plastic identification cap set;

Thence leaving the east line of the southwest quarter, North 89 degrees 26 minutes 58 seconds west a distance of 323.27 feet to a 5/8" iron pin with a plastic identification cap set for the principal place of beginning for the tract h~rein described;

Thence South 09 degrees 27 minutes 35 seconds West a distance of 662.49 feet to a 5/8" iron pin with a plastic identification cap set;

Thence'°' South 59 degrees 41 minutes 17 seconds west, passing througn a 5/8" iron pin with a plastic identification cap set at 252. 68 feet, going a total distance of 289. 36 feet to a point in the center of Township Road No. 326 and on a westerly line to the granter;

Thence along the center of said road and the grantor's westerly line the following five coursest [lJ North 01 degree 04 minutes 37 seconds East a distance of

89.69 feet to a point; [2j North 07 degrees 05 minutes 16 seconds West a distance of

56.38 feet to a point; [3) North 22 deqrees 18 minutes 16 seconds West a distance of

49.81 feet to a point; [4J North 41 degrees 45 minutes 42 seconds west a distance of

85.44 feet to a point, and; [5] North 49 degrees 51 minutes 36 seconds West a distance of

166.04 feet to a point;

Thence leaving the center of said road and the gr an tor's v1esterly line and l.;Jith a new line through the gra·ntor' s land 30.0 feet southeast of and parallel with the centerline of an existing 20.0 foot wide ingress - egress easement the following three courses: [ 1) North 39 degrees 52 minutes 39 seconds East, passing

through a 5/8" iron pin with a plastic identification cap set at 35.00 feet,. going a total distance of 390.59 feet to a 5/8" iron pin with a plastic identification cap set;

[21 North 45 degrees 28 minutes 31 seconds East a distance of 239.65 feet to a 5/8 9 iron pin with a plastic identification cap set, and;

[3J North 40 degrees 14 minutes 26 seconds East a distance of 66. 37 feet to a 5/8 ;, iron pin with a plastic identification cap set;

[continued on page 2]

Page 1 of 2

"EXHIBIT "A"

Thence leaving the line bei~g parallel with said ~asement and continuing with a new line through the grantor's land, south 51 degrees 33 minutes 07 seconds East a distance of 130.93 feet to the principal place of beginning, containing 5.8095 acres, more or less, and subject to the right of way of Township Road No. 326 and all easements of record.

All 5/S" ·iron pins with plastic identification caps set are stamped "Seymour & Associates".

The bearings used in the above described tract were based on the east line of the southwest quarter of Section 17 as bearing South 00 degrees 37 minutes 10 seconds East and are for the determination of angles only.

The above described tract was surveyed by George F. Seymour, Ohio Professional Surveyor No. 6044, May 11, 1994.

,,,

Page 2 of 2

Fredrick Webb

LEGEND o Point A 5/8" iron pin with 1-1/4" plastic

ID cap stamped SEYMOUR & ASSOC. set

lJ. 5/8" iron pin with 1-1/4" plastic ID cap stamped SEYMOUR & ASSOC. found

0 5/8" iron pin with ID cap stamped MPB S-6803 found 5/8" iron pin found

• Bolt Found @ P.K. Nail found

0

PLAT OF SURVEY

Being A Part Of The Southwest Quarter Of Section 17, Township, 12 North; Range, 16 West, Starr Township, Hocking County, State Of Ohio

.. ··········a··;······ ... ,•' '\ \. . . . . . . . () •,,

./"" /0GEORGE°··.~ )· ... i:::· r. \0\ L i SEYMOUR : • ~ ~ ~ - s-60« q : g ·:.!ft·."' ...... C"1.: -._~···'°I \. '-.··~ .: ·.. ••• s l •.• .·

'•, ,, ······· ' ,,•' ......... r. .... ~ ........ ··

JM[f,•

10/22/0.J

OOHtf I'(; s.o.w.

~· S170J1

N.E. 1/4 ·~ ··sn1.r··-

~ Northeast Corner ~ of the ,_ Southwest Quarter

Y-J Cenieve & Frederick a

Webb D. V. 216 Pg. 253

T-' I

f"-.C'I'")

I 0 0

'1 ~ __..S89°-26'-58 11E 3 3.27', I

164.as· I f 1 a.42' \ f,

U.S.A. D. V. 72 Pg.BB

REFERENCES: County tax maps Deeds as noted Previous surveys

100 200

SCALE: 1 tt = 200'

TRACT #2 ±6.2228 ACRES

TRACT #1 ±6.2235 ACRES

'~ ~ . -90"

·~~ \' \

'\\ 1•\ ~,1<\:_ \\I ~ .. \ I <Y .. ti.: X:>~ l'l\~'o ~1..·

N01°-04'-3811E iii\\ re ,, _,,,,,....

36.57' ......._ I '-- e- ~·\' ~ I 'b\J·

N04°-11'-18'W \I

w Co a _, O') ,._

80.60' ~~ 1 1

Cenieve & Frederick i. N20°-57'-32'W ~ \

66.78' ---\\ ~

N42°-54'-4UW ,',

Webb ~ D. V.216 Pg.253

99 46, ____...,.._ '' John Jc Deanna · , \ .....

w c,--r' ~

M I

0 0 0 (./)

Michael Dwyer &

Michael Faler O.R.192 Pg.380

Approved - Mathematically Hocking County Engineer's Office

Wallett N61°-20'-181W ~':..'~ D. V.216 Pg.224 68.76' ~:: .... ::::::::----- I_.-;. 2.00'

N74°-11'-35'W/ - ----- ---

BY C/J CATE L~:~?-03

76.83' N80°-48'-~l'W N80°-48'-4TW ... ~00'1710S89°-22'-17''W 149.51' 100.01' ~ Rrt:'.::..~ 216.90'

James Sowers DV 198 Pg. 682

I HEREBY CERTIFY THAT THIS PLAT WAS PREPARED FROM AN ACTUAL FIELD SURVEY OF THE PREMISES IN OCTOBER OF 2003 AND FROM EXISTING PUBLIC RECORDS AND THAT SAID PLAT CORRECTLY SHOWS THE LIMITS OF THE PARCEL TO BE CONVEYED.

©2003 SEYMOUR & ASSOCIATES

' 2003.

Bearings derived from monumentation found on the East Line line of the Southwest Quarter os bearing South 00 degrees 37 minutes 10 seconds East and are for the i;:teterminotion of angles only.

EXHIBIT"A" TRACT I - 6.2235 ACRES

Being a part of the tract of land that is now or formerly in the name of Genieve and Frederick Webb, as recorded in Deed Book 216 at page 253, Hocking County Recorder's Office, said tract being part of the Southwest quarter of Section 17, Tl2N, Rl6W, Starr Township, Hocking County, State of Ohio, and being more particularly described as follows:

Beginning at a 5/8" X 30" iron pin with a plastic identification cap set on the East line of the Southwest quarter of Section 17, Tl 2N, R 16W, from which an iron pin with a plastic identification cap stamped "MPB-S6803" found bears, North 00 degrees 37 minutes 10 seconds West a distance of 748.67 feet;

Thence along the East line of the Southwest quarter of Section 17, South 00 degrees 37 minutes 10 seconds East a distance of 1, 140.00 feet to bolt found marking the Grantor's Southeast comer;

Thence along the Grantor's South line, South 89 degrees 22 minutes 17 seconds West a distance of216.90 feet to a "P.K." nail found in the center of Loomis Road (Township Road 326);

Thence along the center of said road, North 80 degrees 48 minutes 47 seconds West a distance of 100.01 feet to a point;

Thence leaving the center of said road, North 07 degrees 19 minutes 08 seconds East, passing through a 5/8" X 30" iron pin with a plastic identification cap set at 12.00 feet, going a total distance of 1, 137.13 feet to a 5/8" X 30" iron pin with a plastic identification cap set;

Thence South 89 degrees 26 minutes 58 seconds East a distance of 158.42 feet to the point of beginning containing 6.2235 acres, more or less, and subject to the right-ot:way of Loomis Road (Township Road 326) <md all easements of record.

All 5/8" X 30" iron pins with plastic identification caps set are stamped "Seymour & Associates".

The bearings used in the above described tract were based on monumentation found on the East line of the Southwest quarter of Section 17 as bearing, South 00 degrees 37 minutes 10 seconds East and are for the determination of angles only.

The above described tract was surveyed by George F. Seymour, Ohio Professional Surveyor No. 6044, in October, 2003.

tLtz Y-c? Date

EXHIBIT "A" TRACT II - 6.2228 ACRES

Being a part of the tract of land that is now or formerly in the name of Genieve and Frederick Webb, as recorded in Deed Book 216 at page 253, Hocking County Recorder's Office, said tract being part of the Southwest quarter of Section 17, Tl 2N, RI 6W, Starr Township, Hocking County, State of Ohio, and being more particularly described as follows:

Beginning for reference at an iron pin with a plastic identification cap stamped "MPB-S6803" found at the Northeast corner of the Southwest quarter of Section 17, T12N, R16W;

Thence along the East line of the Southwest quarter of Section 17, South 00 degrees 37 minutes l 0 seconds East a distance of 748.67 feet to a 5/8" X 30" iron pin with a plastic identification cap set;

Thence leaving the East line of the Southwest quarter, North 89 degrees 26 minutes 58 seconds West a distance of 158.42 feet, a 5/8" X 30" iron pin with a plastic identification cap set, said pin being the principle place of beginning of the tract herein described;

Thence South 07 degrees 19 minutes 08 seconds West, passing through a 5/8" X 30" iron pin with a plastic identification cap set at 1,125.13 feet, going a total distance of 1,137.13 feet to a point in the center of Loomis Road (Township Road 326);

Thence along the center of said road, and the Grantor's South line, the following seven courses: 1. North 80 degrees 48 minutes 47 seconds West a distance of149.51 feet to a point; 2. North 74 degrees 11 minutes 35 seconds West a distance of 76.83 feet to a point; 3. North 61 degrees 20 minutes 18 seconds West a distance of68.76 feet to a point; 4. North 42 degrees 54 minutes 40 seconds West a distance of99.46 feet to a point; 5. North 20 degrees 57 minutes 32 seconds West a distance of 66.78 feet to a point; 6. North 04 degrees 11 minutes 18 seconds West a distance of 80.60 feet to a point, and; 7. North 01 degree 04 minutes 38 seconds East a distance of36.57 feet to a point;

Thence leaving the center of said road, and along the Easterly line of a tract in the name of Deborah and Dennis Renko, recorded in Official Record 41 at page 286, the following two courses:

1. North 59 degrees 41 minutes 17 seconds East, passing through a 5/8" X 30" iron pin with a plastic identification cap stamped "Seymour & Associates" found at 36.67 feet, going a total distance of 289.36 feet to a 5/8" X 30" iron pin with a plastic identification cap stamped "Seymour & Associates" found, and;

2. North 09 degrees 27 minutes 35 seconds East a distance of 662.49 feet to a 5/8" X 30" iron pin with a plastic identification cap stamped "Seymour & Associates\' found;

Thence South 89 degrees 26 minutes 58 seconds East a distance of 164.85 feet to the principle place of beginning containing 6.2228 acres, more or less, and subject to the right-of-way of Loomis Road (Township Road 326) and all easements of record.

All .5/8" X 30" iron pins with plastic identification caps set are stamped "Seymour & Associates".

The bearings used in the above described tract were based on monumentation found on the East line of the Southwest quarter of Section 17 as bearing, South 00 degrees 37 minutes 10 seconds East and are for the determination of angles only.

The above described tract was surveyed by George F. Seymour, Ohio Professional Surveyor No. 6044, in October, 2003.

Approved • Mathematically . Hooking County Engineer's Office

BV - CN DATE ~~:Z'/-o3

6)dli" ;2 y ~ 03 Date

PLAT OF A 1.870 ACRE TRACT, A 1 .875 ACRE TRACT AND A 2.434 ACRE TRACT FOR MAX AND MAZIE MALONE

.sf~Y"",,

Sll'~ 17 /131rJAC· I'~ 15 Ac.

Situated in Starr Township, Hocking County, Ohio; being part of the South Southeast quarter of Sectfon 17, Township 12, Range 16.

half of f he2 ' t/ 3~1 A~

LEGEND o 5/8" iron pfn with 1-1/4., piastre

ID cap stamped 6650 found

' /

Center of Township Road 326,

Loomis Road

Michael Dwyer &: Michael Faler OR192-380

® Damaged 5/8" iron pin found 5/8"x 30" iron pin with 1-1I4"

~ plastic ID cap stamped LPG-6344 set

.A PK nail set ® 3" aluminum State of Ohio

monument found '-, S~56'55"E- 36.64' 5/8" x 30" iron pin with 1-1/411

~ ~ 11> - (J) E c <X) CX) o-coro .,_., o oco I ~ Q) ...., tb OC) ...-

';") ·- <l> ~ ...-...., o rx t.D ~ o No ..-

I O'> I .!" lO

~ 0

"' LO b z

SECTION

S52"32' 13"E- 61.26' • plastic ID cap stamped SVE-8127 set

1.870 s acres

fi? :!J ~· ~

en 'o .LJJ " - ~ -~

s5a·33'54"E - 104.oa' S54!42'2611 E -28.67'

54,.42'26.,E-18.24' • Point

1.875 acres

s49·2a·4s"E- 40.27'

S47'11 '18"E-106.15'

s48· 36' 46"E- 58. 97' S51 "56'5J"E-5.49'

51 "56'53"E-46.21' 559·01'43"E- 54.49'

sas·o3•39"E- 58.57' 572°33125 .. E- 60.63'

~---

- ~ a .. o~

Southeast corner of the Southwest quarter of the

Southeast quarter of Section 17

2.434 acres

0 r- 0 · o • • Dovid & Lisa ~ t.ci 8 o White OR245-95 co • .

_. ~ ~ 6.179 ACRES TOTAL N SECTION 1 7

£>----a----------------------------------~--~~~--~~---1~----H--~~-~-SECTION 100.00' 200.50' 462.23' sgo·oo'oo"w SECTION 16 sgo·oo·oo"w-762.73'TOTAL J 14.99'

REFERENCES:

Tax maps Deed descrlptf ans Previous surveys Existing monumentation Existing public road

U.S.A. OR26-119 ''""''''' ,,,,'' 1E Or:

11'''~ ...... {~~·········· o~. ,., ...... -J ••• • ··.: ~ ......

~ ! S~NCE \0 ~ E ·u .:· EV.J.NS \. ~ Ii Approverj - Matriematicalry : JJ : 8127 : : Hockinn Cuunty Engineer's Office :o··. .·n:= ~ -:. """" •• ?)('.: : 0 :;

-:...- 0~··· .. ?1STEh~<?/(t .$' BY .)4 iAL12 . OAT~--'*=7 -c.'3> '",~,~10;;4·L .. s~f'~,, ..... ' / ·

,,, ''" REFERENCE BEARING: '' 1 • • • • • ''

~~ 0 ·1 00 200

SCALE: 1" = 2r':D'

The Soufh line of Sectton 17 at this tract as North 90 degrees 00 minutes 00 seconds West. Bearings are based upon an assumed meridian and are to denote angles only.

CERTI flCAJION: I hereby certify that an actual survey was made under my supervision of the premises shown hereon on the 18th day of March, 2003 and that the plot is a correct representation of the premises as described by said survey.

Survey by:

Registered Surveyor No. 8127

SVE Surveying - S. Vince Evans P. S. 8127 37381 Davis Chapel Road, Logan, Ohio 43138

Phone (740) 380-3884 FAX (740) 380-0134

SURVEY DESCIUP'fION OF A 1.870 ACRE TRACT ~~OR MAX AND MAJZJE MALONE


Being part of an 80 acre tract as described in deed book Volume 155, Page 373, to Max and Maizie Malone.

Commencing for reference at a 5/8" iron pin found at the Southeast corner of the Southwest quarter of the Southeast quarter of Section 17; thence with the South line of Section 17 South 89 degrees 48 minutes 09 seconds West a distance of 86.05 feet to a 3" aluminum State of Ohio Monument found; thence continuing with the south line of Section 17 South 90 degrees 00 minutes 00 seconds West a distance of 314.99 feet to a 5/8" iron pin found; thence continuing with south line of Section 17 South 90 degrees 00 minutes 00 seconds West a distance of 462.23 feet to a 5/8" iron pin set; thence continuing with the south line of Section 17 South 00 degrees 00 minutes 00 seconds West a distance of200.50 feet to a 5/8" iron pin set and being the point of Beginning of the tract of land to be described;

Thence continuing with the South line of Section 17, South 90 degrees 00 minutes 00 seconds West a distance of 100.00 feet to a 518" iron pin set;

Thence leaving the South line of Section 17 North 00 degrees 52 minutes 02 seconds East a distance of 611.33 feet to a PK nail found in the center of Township Road 326 (Loomis Road), and passing a Damaged 5/8" iron pin found at a distance of 591.33 feet;

Thence with the center of said Township Road 326 the following bearings and distances: 1) South 48 degrees 56 minutes 55 seconds East a distance of 36.64 feet to a PK nail found; 2) South 52 degrees 32 minute 13 seconds East a distance of 61.26 feet to a PK nail found; 3) South 58 degrees 33 minutes 54 seconds East a distance of 104.08 feet to a PK nail found; 4) South 54 degrees 42 minutes 26 seconds East a distance of 28.67 feet to a Point;

Thence leaving the center of said Township Road 326 South 11 degrees 31 minutes 42 seconds West a distance of 488.95 feet, passing a 5/8" iron pin set at a distance of 18.34 feet, to the point of beginning and containing 1.870 acres, more or less, subject to the public easement of said Township Road 326 and any public or private easements of record.

The above 1.870 acre survey was based upon information obtained from tax maps, deed descriptions, previous surveys, existing monumentation, and an existing public road. The reference bearing for this survey is the South line of Section 17 at this tract as North 90 degrees 00 minutes 00 seconds West. Bearings are based upon an assumed meridian and are to denote angles only.

All iron pins set by this survey are 5/8" by 30" and are capped by a 1-1/4" plastic identification cap stamped "SVE-8127".

The above described property was surveyed by S. Vince Evans, Ohio Registered Surveyor No. 8127, on March 18, 2003.

~·-' / . ~ _/> 2 . ~/(,,A- ~ S. Vince Evans, P. S. 8127

Survey by: SVE Surveying S. Vince Evans, P. S. 8127 37381 Davis Chapel Road Logan, Ohio 4313 8 Phone (740) 380-3884 FAX (740) 380-0134

Approved - Mathematica/Iv Hocking County Engirn:er's Office

BY -j+w1z-DATE 3 -2,;7-')




Commencing for reference at a 5/8" iron pin found at the Southeast comer of the Southwest quarter of the Southeast quarter of Section 17; thence with the South line of Section 17 South 89 degrees 48 minutes 09 seconds West a distance of 86.05 feet to a 3" aluminum State of Ohio Monument found; thence continuing with the south line of Section 17 South 90 degrees 00 minutes 00 seconds West a distance of 314.99 feet to a 5/8" iron pin found; thence continuing with south line of Section 17 South 90 degrees 00 minutes 00 seconds West a distance of 462.23 feet to a 5/8" iron pin set and being the point of Beginning of the tract of land to be described;

Thence continuing with the South line of Section 17, South 90 degrees 00 minutes 00 seconds West a distance of 200.50 feet to a 5/8" iron pin set;

Thence leaving the South line of Section 17 North 11 degrees 31 minutes 42 seconds East a distance of 488.95 feet to a Point set in the center of Township Road 326 (Loomis Road), and passing a 5/8" iron pin set at a distance of 470.61 feet;

Thence with the center of said Township Road 326 the following bearings and distances: 1) South 54 degrees 42 minutes 26 seconds East a distance of 18.24 feet to a PK nail found; 2) South 49 degrees 28 minute 45 seconds East a distance of 40.27 feet to a PK nail found; 3) South 47 degrees 11minutes18 seconds East a distance of 106.15 feet to a PK nail found; 4) South 48 degrees 36 minutes 46 seconds East a distance of 58.97 feet to a PK nail found; 5) South 51 degrees 56 minutes 53 seconds East a distance of 5 .49 feet to a PK nail found;

Thence leaving the center of said Township Road 326 South 11 degrees 54 minutes 39 seconds West a distance of335.09 feet, passing a 5/8" iron pin set at a distance of 20.46 feet, to the point of beginning and containing 1.875 acres, more or less, subject to the public easement of said Township Road 326 and any public or private easements of record.



The above described property was surveyed by S. Vince Evans, Ohio Registered Surveyor No. 8127, on March 18, 2003.

,,,. I . . /

;/: l?t~4µ ~~/(,,,/' S. Vince Evans, P. S. 8127

Survey by: SVE Surveying S. Vince Evans, P. S. 8127 37381 Davis Chapel Road Logan, Ohio 43138 Phone (740) 380-3884 FAX (740) 380-0134

Approved .. Mathematically Hocking County Engineer's Of11ce

BY ~DATE 3 ·Z.-1:::.."~




Commencing for reference at a 5/8" iron pin found at the Southeast comer of the Southwest quarter of the Southeast quarter of Section 17; thence with the South line of Section 17 South 89 degrees 48 minutes 09 seconds West a distance of86.05 feet to a 3" aluminum State of Ohio Monument found; thence continuing with the south line of Section 17 South 90 degrees 00 minutes 00 seconds West a distance of 314.99 feet to a 5/8" iron pin found and being the point of Beginning of the tract ofland to be described;

Thence continuing with the South line of Section 17, South 90 degrees 00 minutes 00 seconds West a distance of 462.23 feet to a 5/8" iron pin set;

Thence leaving the South line of Section 17 North 11 degrees 54 minutes 39 seconds East a distance of 335.09 feet to a Point set in the center of Township Road 326 (Loomis Road), and passing a 5/8 11 iron pin set at a distance of 314.63 feet;

Thence with the center of said Township Road 326 the following bearings and distances: 1) South 51 degrees 56 minutes 53 seconds East a distance of 46.21 feet to a PK nail found; 2) South 59 degrees 01 minute 43 seconds East a distance of 54.49 feet to a PK nail found; 3) South 65 degrees 03 minutes 39 seconds East a distance of 58.57 feet to a PK nail found; 4) South 72 degrees 33 minutes 25 seconds East a distance of 60.63 feet to a PK nail found; 5) South 78 degrees 44 minutes 48 seconds East a distance of 70.95 feet to a PK nail found; 6) South 83 degrees 48 minutes 02 seconds East a distance of 66.86 feet to a PK nail found; 7) South 88 degrees 43 minutes 35 seconds East a distance of 62.97 feet to a PK nail found;

Thence leaving the center of said Township Road 326 South 00 degrees 00 minutes 00 seconds West a distance of206.01 feet, passing a 5/8" iron pin found at a distance of20.00 feet, to the point of beginning and containing 2.434 acres, more or less, subject to the public easement of said Township Road 326 and any public or private easements of record.



The above described property was surveyed by S. Vince Evans, Ohio Registered Surveyor No. 8127, on March 18, 2003 .

.. / /,. / ~ ~~ c;;,-?t:,:Vci-

S. Vince Evans, P. S. 8127

Survey by: SVE Surveying S. Vince Evans, P. S. 8127 37381 Davis Chapel Road Logan, Ohio 43138 Phone (740) 380-3884 FAX (740) 380-0134

Approved • Mathematically Hocking County Engineer's Office

BY~ DATE 3 .-z,z--P,3

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DESCRIPTION OF SURVEY FOR MRS. CARROLL lIAIGNERE

B~ing a tract of land last transferred in Vol. 125, Pgs. 166 & 789, and Vol. 151,

Pgs. SI~, 56, & 103, Hocking Co. Deed Records, situated in the SW~ of Sec. 17, Starr Twp.,

T-12N, R-16W, Hocking Co., Ohio, and being more particularly described as follows:

Beginning at a rectangular iron stake found on the NW corner of the SW~ of said

Sec. 17;

Thence, with the north line of said SW~, N 89° 13' 13" E, passing a point in the

center of Twp .. Rd. No. 326 (Loomis Rd.) at 1027,22 ft., going a total distance of 2640.81

ft. to an iron pin set on the NE corner of said SW~;

Thence, with the east line of said SW~, S o0 37' 10" E a distance of 1888.67 ft. to

an iron bolt found on the NE corner of a 50.0 acre tract last transferred to J. Sowers

in Vol. 198, Pg. 682;

Thence, with the north line of said 50.0 acre tract, S 89° 13' 02" W a distance of

2632.17 ft. to an iron pin set on the west line of Sec. 17;

Thence, with said west line, N o0 52' 53" W a distance of 1888.81 ft. to the place

of beginning, containing 114.3167 acres, more or less, and being subject to the right-

of-way of Twp. Rd. No. 326 and all valid easements.

Cited bearings were arbitrarily assigned and are for the determination of angles

only.

All iron pins described as being set are 1/2" X 30" with an attached plastic

identification cap.

The above description is the result of an actual survey made by Michael P. Berry,

Ohio Registered Surveyor No. 6803, on Dec. 12, 1986.

~QPJS~ Michael P. Berry ~

----·-------- 111

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DESCRIPTION OF 48.1482 ACRE TRACT

Being a part of a tract of land last transferred in Vol, 125, Pgs, 166 & 789, and

Vol. 151, Pgs. 54, 56, & 103, Hocking Co. Deed Records, situated in the .5W!i; of Sec. 17,

Starr Twp., T-12N, R·-16W, Hocking Co., Ohio, and being more particularly described as

follows:

Beginning at an iron pin set on the NE corner of said SW~ of Sec. 17;

Thence, with the east line of said SW~, S o0 37' 10" E a distance of 1888.67 ft.

to an iron bolt found;

Thence, with the north line of a 50.0 acre tract described in Vol. 198, Pg. 682,

S 89° 13 1 02 1' W a distance of 216.17 ft. to an iron pin set in the center of Twp. Rd.

No. 326;

1)

2)

3)

4)

5)

6)

7)

8)

9)

10)

11)

12)

13)

14)

15)

16)

17)

Thence with the center of said Twp. Road the following seventeen (17) courses:

N 80° 42' 29" W a distance of 250. 21 ft. to a spike nail set;

0 N 74 12' 36" W a distance of 76. 95 ft. to a point;

N 61° 20' 19" W a distance of 68.76 ft. to a point;

N 42° 54' 40" W a distance of 99.46 ft. to a spike nail set;

N 20° 57' 32" W a distance of 66. 78 ft. to a point;


N 1° 04' 37" Ea distance of 126.26 ft. to a spike nail set;

0 N 7 05' 16" W a distance of 56.38 ft. to a point;

N 22° 18 I 161' w a distance of 49. 81 ft. to a point;

0 N 41 45' 42" W a distance of 85. 44 ft. to a point;

N !f8° 50' 32" W a distance of 651.83 ft. to a point;

N lf2° 00' 51" W a distance of 249.81 ft. to a point;


N 20° 31' 04" W a distance of 182,68 ft. to a spike nail set;



N 5° 12' 02" W a distance of 119.05 ft. to an iron pin set on the north line of

said SW~;

Thence, with said north line, N 89° 13 1 13" E a distance of 1613.59 ft. to the

place of beginning, containing 48.1482 acres, more or less, and being subject to the

right-of-way of Twp. Rd. No. 326 and all valid easements.


only.

All iron pins described as being set are 1/2" X 30 11 with an attached plastic

identification cap.

- 1 -


Ohio Registered Surveyor No. 6803, on December 12, 1986.

Approved • Mathematically Hocking County Engineer's office

ByFData 112-11-'ltJ

/}?·__£~ Michael P. Berry ~68

DESCRIPTION OF 66.1681 ACRE TRACT

Being a part of a tract of land last transferred in Vol. 125, Pgs. 166 & 789, and

Vol. 151, Pgs. 54, 56, & 103, Hocking Co. Deed Records, situated in the SW~ of Sec. 17,

Starr Twp., T-12N, R-16W, Hocking Co., Ohio, and being more particularly described as

follows:

Beginning at a rectangular iron stake found on the NW corner of the SW~ of said

Sec. 17;

Thence, with the north line of said SW~, N 89° 13' 13" Ea distance of 1027.22 ft.

to an iron pin. set in the center of Twp. Rd. No. 326;

Thence with the center of said road the following seventeen (17) courses:

1) S 5° 12' 02" E a distance of H9.05 ft. to a point;

2) S 11° 49' 48 11 Ea distance of 103,14 ft. to a point;

3) S 18° 09' 28" E a distance of 153,17 ft. to a spike nail set;

'~ 4) S 20° 31' 04" Ea distance of 182.M ft. to a point;

5) S 25° 56 •· 16 11 E a distance of 129. 99 ft. to a point;

6) S 42° 00' 51 11 E a distance of 249.81 ft. to a point;

7) S 48° 50' 32" E a distance of 651. 83 ft. to a point;

8) S 41° 45' 42" E a distance of 85.44 ft. to a point;

9) S 22° 18' 16'' Ea distance of 49.81 ft, to a point;

10) S 7° 05' 1611 E a distance of 56.38 ft. to a spike nail set;

11) S 1° 04' 37" W a distance of 126.26 ft. to a point;

12) S 4° 11' 18" Ea distance of 80.60 ft. to a point;

13) S 20° 57' 32" Ea distance of 66.78 ft. to a spike nail set;

14) S 42° 54' 40" E a distance of 99.46 ft. to a point;

15) S 61° 20' 19" Ea distance of 68.76 ft. to a point;

16) S 74° 12' 36" E a distance of 76.95 ft. to a spike nail set;

17) S 80° 42' 29'' E a distance of 250.21 ft. to an iron pin set on the north line of

a 50.0 acre tract described in Vol. 198, Pg. 682;

Thence, leaving Twp. Rd. No. 326 and with said north line, S 89° 13' 02 1' W a

distance of 2416.00 ft. to an iron pin set on the west line of Sec. 17;

Thence, with said west line, N o0 52' 531' W a distance of 1888. 81 ft. to the place

of beginning, containing 66.1681 acres, more or less, and being subject to the right-of-

way of Twp. Rd. No. 326 and all valid easements,


only.

All iron pins described as being set are 1/2 11 X 30'' with an attached plastic

identification cap, ------- --·---------------------------·------------.------------------------------------.. ------


Ohio Registered Surveyor No. 6803, on December 12 ,· 1986.

Approved. Matflernatrcarr, Ho~~g ~~J Engrneer's office Byj"~Date 9-·12.-fc7

Michael P. Berry ti

BASIS OF BEARINGS

BEARINGS ON THIS MAP ARE BASED ON TRUE MERIDIAN AS DETERMINED FROM SOLAR OBSERVATION.

SEC.#23

SEC.#22

SEE ENLARGED DETAIL "F"

SEC.#22

~ ;:.... 0 ;... .... 0 ...,.

1 1I4" x 1 /2" x 2"

m

SEC.# 17

S 86o06'22"E 2 JJ,74•

SEC.# 16

~~ o'i

I G s \ . 86°00'28"£ ' . ~ / .

'~ SEE ENLARGED/'':~- 1

DETAIL "B"

2489.4J'

SEC.# 11

LOT #6

SEC.# 1 O S 04°24' 1 O"W 1347.41'

SEE ENLARGED

0 ;;z:

SEC.# 16 S 04°24'10"W 1:341.01'

~ Cll ~ a:>

"4J

F-. ~

"' .. 0 ...,. 0 ;;z:

ff) ( ~ I-0 ...J

LOT #4

LOT #6 ! LOT #7

SEC.#21 ! I

mJ i !~ SEC.#15 ,).. I oi

SEE £NLARG£D /- ',, ./ ~ f""f7ls DeTAIL "G" - L.tiU

LOT#6 I I LOT #5 I LOT #7

r----_J

25

_ \,... N 85°41 '51 "W LOT #J

SEE ENLARGED DETAIL "C"

~ ,._ 0 -J

SEC. #21

SEC. #20

DETAIL "E"

SEC. #15

SEC. #14

TH£ INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD SURVEY PERFORMED DURING MARCH THRU JUNE 199.3.

CALL TABLE BOUNDARY LINE AGREEMENT

COURSE BEARING DISTANCE

26 TO 27 27 TO 28 28 TO 29

TERRY L. STEFFL

No. 6846

S 86°18'54"E S 70°5J'29"E S 58°14'J2"E

345.59' :322.77' .372.35'

LOT #2

SE:C.#1

SEC.# 14

LOT #12

LOT #11

LOT #8

FENCE

LOT #5

LOT #5

LOT #4 N 86°05'JO"W 510.18'

S 04°22'48"W 66J.28'

N 85°J7'12"W 698.:34'

SEC.#8

LOT #1

WAYNE NATIONAL FOREST U.S. FOREST SERVICE

INTERSECTION

CONTRACT NO. 5J-56A 1-2-01507M

MAP SHOWING PART OF SECTIONS 9,10,15,16 AND 21, T-12N R-16W STARR TOWNSHIP HOCKING COUNTY, OHIO.

1000 0 1000 2000 3000

EFFf±Elllll I I I GRAPHIC SCALE - FEET -c;-( ---"'> 1" = 1000'

Ar,µraierl - Mathem~tic<i!y Hocking Coun~ [og!near's olf1c;.i • BJ-~ J atrJ_Z:J__-fj_} C~t'lf-l/ f'A..,.e.U~

SHEET 9 OF 12

JACK A. HAMILTON & ASSOCIATES INC.

CONSULTING ENGINEERS AND SURVEYORS

342 IDGH STREET, BOX 471 FLUSHING, omo 43977 (614) 968-4947

PARCEL l.D. # LANDOWNER

[j] PEABODY DEVELOPMENT COMPANY [2] C. & R. CARSON [3] L. & V. DICKERSON [4J R. McGATHEY [5] L. & R. FORREST [BJ J. SOWERS lZl H. CONLEY, ETAL IBJ M. & M. MALONE [9] M. & Q. CHIDDIX

[Q) T. & S. McKELVEY [1] M. MURRAY, ETAL [2] N. GROVES, ETAL

[3] USA !GI C. McENEANY

l[5] JELM REALTY !IE A. & E. BREWER [:zJ F. SMITH

[8] M. McCORT & V. ZUSPAN

[ID E. SUDLOW l2DJ J. SILLERY, ETAL

121] L. RAYMOND 12:21 TRI COUNTY NITE HUNTERS ASSOC., INC. tz.3] J. & J. EIKENBERRY ~ SHAW-DAVIDSON, INC. 12:51 L. HENDERSON rzB] R. BRICKER & F. CARRELL 121) COLUMBIA GAS TRANSMISSION CORP. !ZBl F. SMITH IZ9] R. BUCHSBAUM

SOURCES OF DATA

VOLUME & PAGE

V. 193 P. 129 V. 172 P. 122 V. 89 P. 617 V. 180 P. 216 V. 180 P. 55 V. 198 P. 682 V. 208 P. 3 V. 155 P. 373 V. 186 P. 773 V. 158 P. 634 V. 194 P. 520 V. 122 P. 959 & V. 201 P. 755 & V. 216 P. 494

V. 131 P. 649 v. 1 85 p. 1 88 & v. 1 55 p. 540 & V. 132 P. 405 V. 214 P. 507

O.R. 3 P. 438 V. 215 P. 62T& V. 189 P. 290 V. 162 P. 22 & v. 2 1 3 p. 7 63 & V. 177 P. 659

V. 219 P. 763 V. 186 P. 281 & V. 217 P. 601

V. 148 P. 752 V. 172 P. 719 V. 208 P. 712 V. 179 P. 140 V. 222 P. 391 V. 210 P. 666 V. 142 P. 176 V. 215 P. 627 V. 150 P. 355

1. DEED RECORDS SHOWN HEREON AND SELECTED PRIOR DEEDS.

2. LEVI DAVIS SURVEY - PLATS OF SECTIONS - PLAT BOOK A-1.

3. LEVI DAVIS PLATS OF SECTIONS - PLAT BOOK A-4.

4. TAX MAPS

5. AERIAL PHOTOS

LEGEND

FOUND B DENOTES CORNER POSITION MARKED BY SANDSTONE MONUMENT AND CERTIFIED BY PREVIOUS SURVEY

FOUND S DENOTES CORNER POSITION MARKED BY 2" x 48" IRON PIPE FILLED WITH CONCRETE WITH BRASS CAP (CERTIFIED BY PREVIOUS SURVEY)

S£T @ DENOTES CORNER POSITION MARKED BY 2-1 /2" x 30" ALUMINUM MONUMENT WITH 3-1/4" MAGNETIZED CAP STAMPED TO IDENTIFY CORNER

S£T • DENOTES CORNER POSITION MARKED BY 3/4" x 30" RE-BAR WITH 3-1/4" ALUMINUM CAP STAMPED TO IDENTIFY CORNER

FOUND C3l DENOTES CORNER POSITION MARKED BY SANDSTONE MONUMENT RECOVERED DURING THIS SURVEY

& DENOTES CORNER SEARCH AREA

l

(/f) DENOTES CORNER IDENTIFICATION NUMBER

A DENOTES LOCATION OF SOLAR OBSERVATION LA TITUDE-39°26' 37" LONGITUDE-82°19'26"

FOUND ED DENOTES CORNER POSITION MARKED BY EXISTING (FOUND) IRON PIN. (PIN SIZE LABELED ON MAP)

[1] DENOTES PROPERTY OWNER

FOUND 0 DENOTES CORNER POST

x x DENOTES TREE/POST LINE (SPORADIC)

NOTES:

1. ALL BEARINGS TO BEARING TREES/OBJECTS AND REFERENCE TREES AS NOTED IN THIS REPORT OF SURVEY ARE BASED ON MAGNETIC DIRECTIONS OBSERVED DURING MAY AND JUNE 1993.

2. DEFINITION: POINT - ANY CORNER OR ANGLE POINT NOT MARKED BY A SET OR FOUND CORNER MONUMENT.

6. SURVEY RECORDS LOCATED IN THE HOCKING COUNTY ENGINEER'S OFFICE

7. MARIETTA COLLEGE LIBRARY (ORIGINAL FIELD NOTES OF SURVEYS OF THE OHIO COMPANY PURCHASE)

8. AUDITOR OF THE STATE (ORIGINAL SURVEY RECORDS)

9. BOUNDARY LINE AGREEMENT (BETWEEN CARL D. CARSON ET UX AND PEABODY COAL COMPANY)

10. COLUMBIA NATURAL RESOURCES, INC. (ADJOINING SURVEY)

·Ht:--kk~ HJck1n1~ Coun.tJ E11g!naer's dili,:J oj/J~.JJate .. ].:::.t:'L)


CONTRACT NO. 53-56A 1-2-01507M

ENLARGED DETAILS SHEET 10 OF 12

------·----------------------------------------------'------------

COURSE

47 TO 49 49 TO 48 48 TO 33

t-.. N iO ,_. 0 ...,. 0

LOT 1 z

LOT 4 0.95' 5~8" DA.

ltJ

t-.. ;., 0 ~

co ~ ..... ...... 0 ...,. ...,.

0

z

ENLARGED DETAIL "F" NOT TO SCALE

SEC. #22

LOT #4

LOT #6

SEC. #21

~

~ ~ EXISTING WATER ~ IMPOUNDMENT

. N 85°37'12" W

ENLARGED DETAIL "D" NOT TO SCALE

CALL TABLE ~

BEARING DISTANCE 0 ,_ ~

s 65°40'35" w 78.99' N 0 ...,.

S 45°09'21" E 91.01' 0

S 04°24' 1 O" W 294.28' (/)

~8

LOT #6

s 35010•09" w LOT #5

34

\

ENLARGED DETAIL "A" NOT TO SCALE

' ' ...... - -

0 0 0 II) ,_.

ltJ

1 ,, DIA.

SEC. #16

2178.59'

SEC. //15

iO <O F-.. ~

LOT #7 ~ O> ...,. ,.... ,_. 0 ...,. 0

2:

~--=5=.o~o·-ai 5/8"

3.68' 5/8" DIA.

DIA.

ENLARGED DETAIL "G" NOT TO SCALE

,U,..CQ''"""""I ico""" ,r •L . .itl-.,'il"- r, r".,

be usc:J t3 ~:~:·:.'.~ '

V2r:s~Ni2d t3 e:1 i:".::,::~.:. · future witho;.it l'i~;·,:.'. .. ,j L~ ..... hea1~:1 De;t "~~ra1"I.

... -..... II) 0 I<) 0 (/)

EXISTING WATER IMPOUNDMENT

I ENLARGED DETAIL "E"

NOT TO SCALE

7

ENLARGED DETAIL "B" NOT TO SCALE

40.oo•

WAYNE NATIONAL FOREST

U.S. FOREST SERVICE

CONTRACT NO. 53-56A 1-2-01507M

ENLARGED DETAILS SHEET II OF 12

"----·--------------------·· ------· ___ __. __________ _,__ _____________ ____,

EXCEPT/ON # 1 A. BREWER

CALL TABLE BY RETRACEMENT SURVEY

COURSE BEAR/NG DISTANCE

ENLARGED DETAIL "C" -1 1" = 100'

EXCEPT/ON #2 F. SMITH

1 /2" DIA.

CALL TABLE BY RETRACEMENT SURVEY ft

ANNA & EVA BREWER O.R. 3 P. 438

1.16 ACRES

£LIZABETH SUDLOW V. 219 P. 763 2.0 ACRES

5/8" DIA.


<o 0 II) 0

" 18 TO 70 N 86°02'21" W 743.42' 70 TO 69 N 08°55'28" E 118.41' 69 TO 68 N 48°25'32" W 65.54' 68 TO 67 S 67°10'36" W 87.14' 67 TO 66 N 30°30'32" W 258.26} 66 TO 71 N 00°05'08" E 114.06' 71 TO 72 N 02°05'01" E 86.93' 72 TO 20 N 14°25'01" E 175.49' 20 TO 19 S 86°02'59" E 987.63' 19 TO 18 S 03°57'01" W 705.06'

( CONTAINING 15. 183 ACRES) BY RETRACEMENT SURVEY

' ,... ~

" If) 0 t<') 0 (/)

1 /2" DIA.

EXCEPT/ON #3 £. SUDLOW



32 TO 54 S 48°45' 32" W 290.00' 54 TO 55 N 24°26' 12" W 63.90'--/ 55 TO 56 N 24°03'36" W 79.92' 56 TO 57 N 21°54'38" W 39.17' ~4 57 TO 58 N 17°19'26" W 28.16' , 58 TO 59 N 13°27'07" W 22.35' /-, 01 7

59 TO 60 N 07°09'20" W 29.40' 60 TO 61 N 00°50'11" W 35.39' 61 TO 62 N 05°00'49" E 44.53' _j 62 TO 63 N 07°03'03" E 121.00' 63 TO 32 S 48°51 '49" E 386.00'

( CONTAINING 1.583 ACRES) BY RETRACEMENT SURVEY


10.09' \~ N 85°41'51" W

CONTRACT NO. 53-56A1-2-01507M

ENLARGED DETAILS SHEET /2 OF 12

PROPOSED DEED DESCRIPTION

PEABODY DEVELOPMENT COMPANY TO

TERRY MCKELVEY, ET UX

Situated in the State of Ohio, County of Hocking and the Township of Starr. Being part of the Northeast Quarter of Section 16, Township 12 North, Ran,.,;::: 16 'v\'est, and more particularly described as follows:

Beginning for reference at the Section Corner common to Sections 10, 11, 16 and 17, where there is a sandstone monument (found); thence S 04°24'1 O" W, along the East line of Section 16. a cl1stance of 1916.400 feet to a 3/4" x 30" rebar/cap monument (set) and being the True Place cf '3egi:1ning for the tract herein being described; thence S 04°24'1 O" W, along the East line of Section 16, a distanse of 97. 000 feet to a 3/4" x 30" rebar/cap monument (set); thence N 45°09'21" W, leaving the said Section line. a distance of 91.01 O feet to a 3/4" x 30" rebar/cap monument (set); thence N 65°40'35" Ea distance of 78.990 feet to the True Place of Beginning, and containing 0.077 acres, more or less.

A plat of the enclosed premises is shown as "Detail A" in a Plat of Survey made by Jack A. Hamilton and Associates for a conveyance of land from Peabody Development Company to the United States of America, 1993. The above description was prepared by Teny A. Kraska, Ohio Professional Surveyor No. 6973, and was based upon an actual field survey performed by Jack A. Hamilton and Associates in June 1993. Bearings in U1is ch: 'cription refer to True North, as determined by solar observation in said field survey.

Rebar Monuments as referenced above are 3/4" x 30" re<)ars with 3" aluminum caps, stamped and identified for location.

Prior Reference: Hocking County Deed Volume 193, Page 128

~ r..;':irovctl · Millllemat1ca\ly H~~unty Engineer's 0!!1~0 By(l~ __JJate . ...l::.Z::.q;7

~or:~:~:~::r,L ft.PPP.OYAl!TRANSFER-f'fot to ·:~ ~:: ~~ c~ s~~:ratc build in~ site er . ::.:.:; c; "'' in,!cpendent p:rcel i~ the : ~ .. . O:'.;, '. l':~r.r.i:o~ Commission and/or

. :::~.; C~;:L. ::.;;ro~·&I,

5420 Wayne National Forest Mccort, Michael, et al, A-9204

DEED DESCRIPTIO~

TOWNSHIP 12 NORTH, RANGE .1.~LV'Lf;~L-9.t!l.Q_HJYER SURVEY STARR TOWNSHIP, HOCKINC:Lg.QUNTY, OHIO

SECTIONS 9, 10 and 15:

Situated in the State of Ohio, County of Hocking and the Township of Starr. Being part of Lot 5 in Section 9, part of Lot 4 in Section 10, part of Lots 4, 5. and 6 in Section 15, Township 12 North, Range 16 West, and all of the acreage as transferred by 'v c,lurne 162, Page 22 and Volume 213, Page 763 of the Hocking County Record of Deeds.

Beginning at a 2-1/2"x30 aluminum rnonurnent (set) mark1n~l the corner common to Sections 9, 10, 15 and 16; thence from said Place of Beginning and following the section line between Sections 10 and 16, N 04c24110 11 E 289.34 feet to a 3/4" x 30" rebar (set) markin~J tile Northwest corner of the above mentioned Lot 4; thence following the North line of Lot 4, S 85')42'27" E 896. 28 feet to a 3/4" x 30" rebar (set), where a 2" x 48" iron pipe filled with concrete (found) at the Northe3st corner of said Lot 4 bears S 85')42127" E 1762.23 feet; thence leaving the North line of said Lot 4, S 04)16153" W 1507 56 feet to a 3/4" x 30" rebar (set) on the line between Lots 4 and 5 of Section 9; thence following the lof line between Lots 4 and 5, N 86 ;OC· 13:J'' W 510.18 feet to a 3/4" x 30" rebar (set) marking the Northwest corner of said Lot 4 of Section 9: thence S 04°22148 11 W 663.28 feet to a point in an existin~J w:3ter irnpoundment, passing through a 314" x 30" rebar (set) at 623. 28 feet; thence leaving the line between Lots 4 and 5 of Section 9, N 85 ='37'12" W 698.34 feet to a 3/4" x 30" rebar (set) on the line between Lots 4 and 5 of Section ·15, passing through a 3/4" x 30" rebar (set) at 75. 00 feet; thence following the line between Lots 4 and 5 of Section i 5, S 04 =3ai27" W 89.52 feet to a 3/4" x 30" rebar (set) marking the East corner common to Lots 3 snd 5 of Section 15; thence following the line between Lots 3 and 5, N 85')41 151 11 W 27 47.56 feet to a 3/4" x 30" rebar (set) marking the West corner to Lots 3 and 5 of Section 15: thence following the West line of Lots 5 and 6 of Section 15. N 03')48101" E 1963.50 feet to a 3/4" x 30" rebar (set) marking the North corner between Lots 6 and 8 of Section 15; thence following the North line of Lot 6, S 85°53'01 11 E 448. :lG feet to a 2-1 /2" x 30" aluminum monument (set) at the quarter section corner; thence S 85°53'01" E 2627.98 feet to the Place of Beginning and containing 175.015 acres, more or less.

Bearings in this description refer to True North as determined by solar observation. This description was prepared by Terry L. Steffi, Registered Professional Surveyor #6846, after a field survey of the parcel herein described during March througr·1 ,June 1993.

EXCEPTING THE FOLLOWING:

Exception 1: A 1.16 acre tract now or formerly owned b'/ Anna F. Brewer and Eva Joyce Brewer, recorded in O.R. #3, Page 438 of the Hocking County Deed Records. Containing 1.025 acres by retracement survey and more particularly described as follov/s:


· · _,,.. "'"' 1"'"' 111.1 ll~UllOJ. I UI c:;:s (, 1-1-~J 1:4~pm p. 3 of 4

Beginning for reference at the Southwest corner of Lot 5 1:~: Sed1on 15, said corner being a 3/411 x 30" rebar/cap monument set and stamped and noted on tre piat as Corner 16; thence along the West line of said Lot 5 N 03''4ff(W' Ea distance of 727.450 feet to a point at the West corner common to Lots 5 and 6; thence along the line between Lots 5 and 6 S 86=11 159 11 Ea distance of 50.83 feet to the True Point of Beginning for the tract herein being described, said point being a 3/4" x 30 11 rebar/cap monument, set and stamped, being on the East side of County Road 26 and noted on the attached plat as Corner 17; thence along the East side of said county road the followino Three (3) courses: N 12°04128" E a distance of 120.46 feet to a point: N 03°53132 11 W a distance of 148.12 feet to a point; N 04°19 132 11 W a distance of 68.19 feet to a point; thence leaving the East side of said county road S 30=30'3'2' 1 Ea distance of 258.26 feet to a corner post found; thence N 67°10136 11 E a distance of 87.14 feet to a 1" diameter iron pin found; thence S 48°25132 11 Ea distance of 65.54 feet to a 111 diameter iron pin found; thence S 08 °55128" W a distance of 118. 41 feet to a corner post found on the line between Lots 6 and 5; thence N 86';27'32 11 W a distance of 252.57 feet to the True Point of Beginning, containing 1.025 acres, more or less. Said description for 1.025 acres was prepared by Terry A. Kraska, Ohio Professional Surveyor No. 6973 and was based upon field surveys by Jack A. Hamilton and Associates, Inc. from March to June, 1993. Bearings are based upon True North as detenniried by solar observation.

Exception 2: A 15.07 acre tract now or formerly owned by Florence A. Smith, recorded as Parcel Two in Volume 215, Page 627 of the Hocking County Deed Records. Containing 15.183 acres by retracement survey, and more particularly described as follows:

Beginning for reference at the Southwest corner of Lot 5 in Section 15, said corner being a 3/4" x 30 11 rebar/cap monument set and stamped, and noted on the plat as Corner 16; thence along the West line of said Lot 5 N 03°48101 11 E a distance of 727.450 feet to a point at the West corner common to Lots 5 and 6; thence S 86°11 1591 E a distance of 50.83 feet to the Southeast corner of the above described Brewer Exception, said corner being a 3/411 x 30" rebar/car:i monument set and stamped and noted as Corner 17 on the attached plat; thence S 86°27'32 11 E a distance of 252. 57 feet to the Tru? P1J:nt of Beginning for the tract herein described, being a corner post found and noted on the attached plat as Corner No. 70; thence along the line common to the Anna and Eva Brewer tract the next Four (4) courses: N 08°55128" Ea distance of 118.41 feet to a 111 diameter iron pin found; N 48°25132 11 W a distance of 65.54 feet to a 111 diameter ircn pin found; S 67°10136" W a distance of 87.14 feet to a corner post found: N 30°30132 11 W a distance of 258.26 feet to a point on the Ease side of County Road 26; thence leaving the line common to said Brewer property, tr.e following Three (3) courses along the East edge of said county road: N 00°05108" Ea distance of 114.06 feet to a point; N 02°05101 11 Ea distance of 86.93 feet to a point; N 14°25101" Ea distance of 175.49 feet to a 3/4" x 30" rebu/cap monument set and stamped and being on the East edge of said county road; thence leaving said edge of county road S 86(02159" Ea d1st:ince of 987.63 feet to a 1/2" diameter iron pin found at the Northeast corner of the tract herein being described;


thence S 03°57'01" W a distance of 705 06 feet to a 1 /2" cliameter iron pin found at the Southeast corner of the tract herein being described; thence N 86°02'21" W a distance of 7 43. 42 feet to the True Point of Beginning for the tract herein described, containing 15.183 acres, more or less. Said description for 15.183 acres was prepared by Terry A. f<r~1st<o, Ohio Professional Surveyor No. 6973 and was based upon field surveys by Jack A. Harrilton and Associates, Inc. from March to June, 1993. Bearings are based upon True North as deterrninec by solar observation.

Exception 3 A 2+/- acre tract now or formerly owned by Eli:::abl:th A. Sudlow, recorded in Volume 219, Page 763 of the Hocking County Deed Records. Containing 1.583 acres by retracement survey and more particularly described as follows:

Beginning for reference at the Southwest corner of Lot 5 in Section 15, said corner being a 3/4" x 30" rebar/cap monument set and stamped, and noted on the plat as Corner 16; thence N 03°48'01" E along the West line of Lot 5, a distance of 448.28 feet to a point; thence leaving the West line of Lot 5, S 86°11 '59" E a distance of 25. 78 feet to a 1" diameter iron pin found, said point being the True Point of Beginning for the tract herein being described and being noted as Corner 63 on the attached plat; thence S 48°51 '49" Ea distance of 386.00 feet to a 3/4" x 30" rebar/cap monument set and stamped, said point being the Easterly corner of the prop2rty being described; thence S 48°45'32" W a distance of 290.00 feet to a 5/8" diameter iron pin found at the Southernmost corner of the tract herein described and being on the East edge of County Road 26; thence along the Eastern edge of County Road 26 the following ~Jine (9) courses: N 24°26'12" W a distance of 63.90 feet to a point, N 24c03'36" W a distance of 79.92 feet to a point; N 21°54'38" W a distance of 39. 17 feet to a point. N 17°19'26" W a distance of 28. 16 feet to a point N 13c27'07" W a distance of 22.35 feet to a point; N 07°09'20" W a distance of 29.40 feet to a point, N 00°50'11" W a distance of 35. 39 feet to a point, N 05°00'49" Ea distance of 44.53 feet to a point; N 07°03'03" Ea distance of 121.00 feet to the True Point of Beginning, containing 1.583 acres, more or less.

Said description for 1.583 acres was prepared by Terry A. i\,·ssko, Ohio Professional Surveyor No. 6973 and was based upon field surveys by Jack A. Hamilton and Associates, Inc. from March to June, 1993. Bearings are based upon True North as deterrr1!l1ed by solar observation. Rebar Monuments as referenced in Parcels 1 and 2 are 314" x 30" rebars wit1-1 aluminum caps, stamped and identified for location. See Map Sheet 12 of 12 for retracement survey calls for the Exceptions 1, 2 and 3.

Leaving in the parcel to be conveyed 157.224 acres, more or less. Being 31.159 acres out of Section 9, 5.877 acres out of Section 10 and 120.188 acres out of Section 15. Prior Reference: Hocking County Deed Volumes 213/763 3;1d 162/22. Hocking County Tax Parcel Nos.:

16-000104.0000, 31.159 acres in Sec. 9, by survey (former Tax Acres: 30.86). 16-000111.0000, 5.877 acres in Seo. 10, by survey (former Tax Acres: 5.98). 16-000236.0000, 120.188 acres in Sec. 15 by survey (former Tax Acres: 124.22).

~ppro~ed • Matllematicalry ···-•·· r-··'··-~~• .... ff:.,,.,

/

5420 Wayne National Forest Peabody Development Company, A-9206

SECTION 16:

TRACT 1:

DEED DESCRIPTION

TOWNSHIP 12 NORTH. RANGE 16 WEST. OHIO RIVER SURVEY STARR TOWNSHIP. HOCKING COUNTY. OHIO

Situated in the State of Ohio, County of Hocking and the Township of Starr. Being a part of Section 16, Township 12 North, Range 16 West and all of a 554.15 acre tract recorded as Tract 1 in Volume 193, Page 129 of the Hocking County Record of Deeds.

Beginning at a 2-1 /2" x 30" aluminum monument (set) marking the Northwest corner of said Section 16; thence from said Place of Beginning and following the North line of Section 16 S 86°06'22" E 2633.74 feet to a 2-1/2" x 30" aluminum monument (set) marking the Quarter Section Corner; thence continuing with the North line of Section 16, S 86°06'22" E 1228.99 feet to a 3/4" x 30" rebar (set) marking the Northwest corner of the Carl and Rose Carson 40.00 acre tract (as established by boundary line agreement between Peabody Coal Company to Carl and Rose Carson and dated September 24, 1988) where a 5/8" diameter iron pin (found) bears S 86°06'22" E 86.01 feet, passing through a 5/8" diameter iron pin (found) at 151.22 feet; thence leaving the North line of said Section 1 6 and following the boundary line of said 40.00 acre tract S 04°28'59" W 1338.71 feet to a 3/4" x 30" rebar (set); thence S 85°45'04" E 1406.58 feet to a 24" tree stump on the East line of said Section 16, where a 1 /2" diameter iron pin (found) bears N 77°17'48" E 2.13 feet, passing through a 5/8" diameter iron pin (found) at 86.00 feet and a 3/4" x 30" rebar (set) at 1401.58 feet. A marked stone (found) at the Northeast corner of Section 16 bears N 04°24'1 O" E 1347.41 feet; thence leaving the boundary line of said 40.00 acre tract and following the East line of said Section 16 S 04°24'10" W 568.99 feet to a 3/4" x 30" rebar (set); thence leaving the East line of Section 16 S 65°40'35" W 78.99 feet to a 3/4" x 30" rebar (set); thence S 45°09'21" E 91.01 feet to a 3/4" x 30" rebar (set) on the East line of said Section 16; thence S 04°24'10" W 294.28 feet to a point in County Highway 26, passing through a 2" x 48" iron pipe filled with concrete (found) marking the West corner of Lots 5 and 6 of Section 10 at 220.00 feet; thence leaving the East line of Section 16 and following County Highway 26 for the next nine courses: thence S 85°10'09" W 338.26 feet to a point; thence S 70°08'22" W 193.46 feet to a point; thence S 64°54'48" W 146.57 feet to a point; thence S 62 °54'41" W 338.95 feet to a point marking the Northwest corner of a 57.69 acre tract recorded in Volume 180, Page 216 of said county deed records; thence continuing with County Highway 26 and the Westerly boundary of said 57 .69 acre tract, S 59°45'56" W 507.65 feet to a point; thence s 74°39'51 n w 444.00 feet to a point; thence S 55°39'51" W 208.00 feet to a point;

' I ) <-. ..

/

5420 Wayne National Forest Peabody Development Company, A-9206

thence South 36°39'51" W 471.00 feet to a point; thence S 43°39'51" W 495.00 feet to a point where a 3/4" x 30" diameter rebar (set) bears N 86°00'28" W 100.00 feet; thence leaving County Highway 26 and continuing with the South boundary line of said 57.69 acre tract S 86°00'28" E 2489.43 feet to a 3/4" x 30" rebar (set) marking the Southeast corner of said 5 7 .69 acre tract and on the East line of Section 16; thence leaving the boundary line of said 57 .69 acre tract and following the East line of Section 16, S 04°24'1 O" W 1341.01 feet to a 2-1 /2" x 30" aluminum monument (set) marking the corner common to Sections 9, 10, 15 and 16, passing through a 3/4" x 30" rebar (set) marking the West corner of Lots 4 and 5 of Section 10 at 1051.67 feet; thence following the South line of Section 16 N 85°53'01" W 3077.38 feet to a 3/4" x 30" rebar (set) marking the North corner between Lots 6 and 8 of Section 15, passing through a 2-1/2" x 30" aluminum monument (set) marking the quarter section corner at 2627.98 feet; thence N 86°20'42" W 2178.59 feet to a 2-1/2" x 30" aluminum monument (set) marking the corner common to Sections 15, 16, 21 and 22; thence following the West line of Section 16, N 04°17'07" E 2676. 75 feet to a stone (found) marking the quarter section corner; thence N 04°16' 27" E 2684.32 feet to the Place of Beginning, and containing 541.432 acres, more or less.

Bearings in this description refer to True North as determined from solar observation. This description prepared by Terry L. Steffi, Registered Professional Surveyor No. 6846, after a field survey of the parcel herein described during March through June 1993.

SECTIONS 21 AND 15:

TRACT 2:

Situated in the State of Ohio, County of Hocking and the Township of Starr. Being all of Lot 4, of Section 21 and part of Lots 9 and 10 of Section 15, Township 12 North, Range 16 West, all of a 37. 72 acre tract recorded as Tract 2, and all of a 37 .6 acre tract recorded as Tract 3 in Volume 193, Page 129 of the Hocking County Record of Deeds.

Beginning at a 3/4" x 30" rebar (set) at the Northeast corner of said Lot 4 and on the line between Sections 15 and 21, where a 2-1 /2" x 30" aluminum monument (set) marking the corner common to Sections 15, 16, 21and22 bears N 04°17'07" E 2395.02 feet, and a stone monument (found) marking the West corner between Lots 7 and 8 of Section 15 bears N 04°17'07" E 925.38 feet. thence from said place of beginning and following a line established by boundary line agreement between Louis Raymond and Peabody Development Company, S 86°18'54" E 345.59 feet to a 3/4" x 30" rebar (set); thence S 70°53'29" E 322.77 feet to a 3/4" x 30" rebar (set); thenci:i S 58°14'32" E 372.35 feet to a 3/4" x 30" rebar (set); thence leaving the line established by boundary line agreement, S 03°51'15" W 1433, 93 feet to a point in an existing water impoundment, passing through a 3/4" x 30" rebar (set) at 1383.93 feet; thence N 86°00' 19" W 1945.82 feet to a 3/4" x 30" rebar (set) marking the Southwest corner of Lot 4 of Section 21, where a 1/2" diameter iron pin (found) bears S 03°36'30" W 37. 75 feet, passing through a 3/4" x 30" rebar (set) at 200.00 feet and passing from Section 15 into Section 21 at 998. 76 feet:

I ./"'

I 5420 Wayne National Forest Peabody Development Company, A-9206

thence following the West line of Lot 4 N03°36'30" E 1684.47 feet to a 3/4" x 30" rebar (set) at the Northwest corner of said Lot 4 of Section 21 , passing through a 1 /2" diameter iron pin (found) at 388.62 feet, 1160.38 feet, 1200.38 feet and 1389.10 feet; thence following the North line of Lot 4, S 86°18'54" E 967.00 feet to the Place of Beginning, containing 74.003 acres, more or less. Being 36.938 acres in Section 15 and 3 7. 065 acres in Section 21.

Bearings in this description refer to True North as determined by solar observation. This description was prepared by Terry L. Steffi, Registered Professional Surveyor No. 6846, after a field survey of the parcel herein described during March through June 1993.

Rebar Monuments as referenced in Parcels 1 and 2 are 3/4" x 30" rebars with 3" aluminum caps, stamped and identified for location.

TOTAL ACREAGE hereby being conveyed is 615.435 acres, more or less. PRIOR REFERENCE: Hocking County Deed Volume 193, Paga 129.

Hocking County Tax Parcels: 16·000251 ·0000, 541.432 acres in Sec. 16, by survey (former tax acres: 539.69). 16·000237-0000, 36.938 acres in Sec. 15, by survey (former tax acres: 37.6). 16·000322-0000, 37 .065 acres in Sec. 21, by survey (former tax acres: 37. 72).

Approved· Mathematically Hocking County Engineer's office

By. fJ &tad Vate •• 7-7-D

REPORT OF SURVEY

The following report is sutmitted regarding the location of corners recovered, restored and established during this survey conducted from March thru June 1993.

This survey was made under contract with the U.S. Department of Agriculture, Forest Service, for monumenting and marking the boundary lines of and within sections 9, 10, 15, 16 and 21, Township 12 North, Range 16 West, Starr Township, Hocking County, Ohio.

The original Ohio Company Purchase surveys were conducted in the 1790's with subsequent surveys and replatting by Levi Davis in 1869 and 1870.

Research of the original Ohio Company Purchase surveys was performed at Marietta College Library (J. Mathewson - Book #3) with pertinent information being copied by hand since reproduction of the records by photo copying is not authorized. Copies of the Levi Davis plats were obtained from the Hocking County Courthouse, office of the recorder.

Prior to making this survey all original and subsequent survey notes were reviewed. Landowners and forest personnel were consulted for information within and near the work area pertaining to the location of corners required. Copies of all survey maps on file in the county engineer's office were acquired, reviewed and utilized. Copies of deeds for all the surveyed parcels and all adjoining lands were acquired. Prior deeds were acquired and reviewed as necessary.

Field work began on March 16, 1993 with traverse's being run on the exterior lines of the properties involved. All evidence such as tree/post lines, stonesi iron pins, fences and roads (where necessary) were located and plotted on a 300 scale worksheet. Preliminary calculations were made and searches were performed at all required search areas.

All corner search areas were cleared to a 10' radius and probed to maximum obtainable depth using a 48" steel rod probe. A hand shovel and magnetic locator were also utilized at each search area.

The corners recovered, restored and established are marked by the monuments as shown and described in the legend. 1he bearings between monuments are true bearings as determined by solar observation taken on March 30, 1993. Numerous control traverse's were utilized for this survey, total traverse distance being 16.1 miles with an error of closure ranging from 1 ft/7,587 ft to 1 ft/67,109 ft.

Each monumented corner position is referenced to blazed and scribed bearing trees and/or described reference objects. All monumented corners are marked by a stone, aluminum, or iron pin monument at the corner or corner reference position.

A complete description of each certified monumented corner can be found on the Certified Land Corner Restoration forms. 1hese forms as well as a complete description of all remaining monumented corners can be found on the Land Corner Record Cards on file at the U.S. Forest Service office in Athens, Ohio.

Page 1 of 12

Corner #

1

2

3

4

5

(l)RNER DE.sCRIPrIONS

Description

Corner Conman to Sections 16, 17, 22 and 23 (Restored) Corner restored at intersection of Eiw tree/post line from held stone at northeast corner of section 16, with line established in N/S tree/post line from recovered iron pin at 1/4 corner north and recovered stone monument at 1/4 corner south. (See certified land corner restoration card)

Established bearing trees: W. Oak 7" N 47 E 47.3' B. Oak 24" S 64 E 41.9' Hickory 13" S 18 E 98.8'

Quarter Corner Conman to Sections 16 and 17 (Restored) Corner restored by single proportionate measurement from northwest and northeast corner positions. (See certified land corner restoration card)

Established bearing trees: W. Oak 12" S 56 W 80.8' Maple 8" (triple) S 59 W 42.6' Maple 8" S 80 E 29.5'

Boundary Line Agreement Corner - Section 16 (Restored) Corner restored per signed agreement dated 9/24/88 between Carl Carson and Peabody Coal Company. Corner restored at title distance from northeast corner section 16 on north line section 16 and 86.00 feet West of (found) iron pin monument as recorded in title record. (See certified land corner restoration card)

Established bearing trees: W. Oak 14" N 75 W 1.7' W. Oak 24" S 72 E 9.3'

reement Corner - Section 16 (Restored) Corner restored per signed agreement ate /24/88 between Carl Carson and Peabody Coal Company. Corner restored at 86.00 feet West of (found) iron pin monument as recorded in title record. (See certified land corner restoration card)

Established bearing trees: Hickory 14" N 28 E 91. 9' Beech 5" N 64 E 45.3'

Corner 1/16 Corner - Recorded Title Corner - Section 16 (Restored) Corner restored at intersection of east line of section 16 between monuments at northeast corner and southeast corner with (found) title monuments on east/west line. Witness monument set 5.00' West of restored corner position. (See certified land corner restoration card)

Established bearing trees @ witness monument: Hickory 13" S 59 W 23.4' Hickory 11" S 12 W 59.0'

Page 2 of 12

6

7

8

9

10

11

Corner O:>rrmon to Sections 9, 10, 15, and 16 (Restored) Corner restored by retracement survey and based on (found) called for monuments of previous government survey (USFS). (See certified land corner restoration card)

No bearing trees or objects available; a mound of rocks was placed around monument.

Center South 1/16 Corner - Section 16 (Restored) Corner restored by single proportionate measurement from section corner positions north and south. Witness monument set 40.00' East of restored corner position. (See certified land corner restoration card)

Established bearing trees at witness monument: Walnut 10" S 35 E 21.1' W. Oak 8" S 01 W 22.6'

South 1/16 Corner - Section 16 (Restored) Corner restored by single proportionate measurement from section corner positions north and south. (See certified land corner restoration card)

Established bearing trees: Hickory 11" S 25 W 32.1' W.Oak 11" S07W 67.4'

West Lot Corner Between Lots 4 and 5 of Section 10 (Restored) Corner restored by single proportionate measurement from section corner positions north and south. (See certified land corner restoration card)

Established bearing Maple Maple

trees: 7" N 08 E

10" S 85 E 26.3' 29.3'

North Line Lot #4 of Section 10 - Recorded Title Line (Restored) Corner restored on north line between established northwest and northeast corners of lot 4, at title distance from northwest corner of lot 4. (See certified land corner restoration card)

Established bearing trees: Hickory 11" N 29 E 5.1' Hickory 811 S 50 W 70.0'

Pro ert Corner on North Line of Lot #4 and South Line Lot o Section Restore

Corner restored on north line lot 4 (as established by previous government survey, 1981) at intersection with restored property corner on the north line of lot 4 in section 10 projected South. (See certified land corner restoration card)

Established bearing trees: Beech 19" N 55 W 70.5' R. Oak 14" N 27 W 28.8'

Page 3 of 12

12

13

14

15

16

17

Northwest Corner Lot #4 of Section 9 (Restored) Corner restored by single proportionate measurement from established lot corner positions east and west. (See certified corner restoration card)

Established bearing trees: R. Oak 7" N 60 E 206.3' R. Oak 9" N 69 E 204.0'

A mound of rocks was placed around monument.

land

Property C.Orner on East Line Lot #5 of Section 9 (Restored) Corner restored on east line lot #5 at title distance from section corner position south. Reference monuments were set 40.00 ft. North and 75.00 ft. West of restored corner position. (See certified land corner restoration card) Reference Monument North 40' Reference Monument West 75' W. Oak 11" N 86 W 45.8' W. Oak 8" N 64 W 21.8' R. Oak 7" N 72 W 35.0' W. Oak 9" S 30 E 19.5'

#4 of Section 15 (Restored) Corner restore on west ine ot at tit e istance from southwest corner lot #4. (See certified land corner restoration card)


East Corner of Lots 3 & 5 of Section 15 (Restored) Corner restored at intersection of projected tree/post lines from west and south. (See certified land corner restoration card)


West Corner Conman to Lots 3 & 5 of Section 15 (Restored) Corner restored at intersection of east/west tree/post line with lot corners north and south. (See certified land corner restoration card)

Established bearing trees: R. Oak 7" N 04 W Honeylocust (twin) 7"

Reference tree: B. Oak 25" S 81 E

43.7' N 28 E

20.5'

Pro ert Corner on A. Brewer Tract (Restored)

73.9'

Corner restore at sout west corner property based on retracement survey from (found) title monumentation. (See certified land corner restoration card)

Bearing objects: House Foundation - Tile Block SE Cor. N 42 W 124.5' House Foundation - Cone. Block SE Cor. N 52 E 99.8'

Page 4 of 12

18

19

20

21

22

23

Property Corner on Lot Line Between Lots 5 & 6 of Section 15 (Recovered 'f

Iron pin (found) at southeast corner of property. Left in place to perpetuate corner location. (See certified land corner restoration card)

Established bearing trees: Hickory 11" N 68 W 31.1 ' W. Oak 18" N 44 E 88.0'

Pro rt Corner on F. Smith Tract in Lot 6 of Sec. 15 (Recovered) Iron pin oun at nort east corner property. Le t in place to perpetuate corner location. (See certified land corner restoration card)


Property Corner in Lot 6 of Section 15 (Restored) Corner restored at northwest corner property based on retracement survey from (found) title monumentation. Witness monument set 5.00' Fast of restored corner position. (See certified land corner restoration card)

Bearing objects: Bridge SE cor. of West cone. abutment N 49 W Bridge SW cor. of Fast cone. abutment S 29 W Culvert Top center 36" CMP inlet S 18 W 17.2'

Quarter Corner Conmen to Sections 15 & 16 (Restored)

97.0' 116,4 I

Corner restored by single proportionate measurement from section corner position east and northwest corner lot 6 west. (See certified land corner restoration card)

Established bearing trees: Hickory 11" R. Oak 7" Hickory 9"

s 79 w s 55 w S 32 E

21.1' 30.7' 15.2'

North Corner Between Lots 6 & 8 of Section 15 (Recovered) Corner stone (found) and replaced by corner monument. (See certified land corner restoration card)

Established bearing trees: Ash 9" N 40 E 25.1' Hickory 611 S 75 E 3.7'

Corner Conman to Sections 15r 16, 21 and 22 Corner restored at intersection of east/west fence line with north/south line from stone at west 1/4 corner of section 16. (See certified land corner restoration card)

Established bearing trees: Walnut 10" Elm 811

Hickory 9"

N 30 E S 49 E S 32 E

73.4' 41.9' 74.4'

Page 5 of 12

24

25

26

27

28

29

West ~arter of Section 16 (Recovered) Marke stone found and left in place to perpetuate location. (See certified land corner restoration card)

Established bearing trees: W. Oak 8" N 10 E 23.8' W. Oak 13" N 30 E 24.1' W. Oak 11" N 70 E 67.1'

Northwest Corner Lot 4 of Section 21 (Restored) Corner restored at intersection of tree/post line on north line lot 4 with accepted monumented west line of lot 4 (survey by others). (See certified land corner restoration card)


East Corner Lots 4 & 5 of Section 21 (Restored) Corner restored at intersection east-west tree/post line and northsouth section line. (See certified land corner restoration card)

Established bearing trees: Beech 6" N 16 W 11.1' W. Oak 10" S 81 W 52.4'

Boundar Line reement Corner (Restored) Corner restore by boun ary ine agreement between Louis Raymond and Peabody Developnent Company. (See certified land corner restoration card)

Established bearing trees: Hickory 6" S 20 E 22.4' W. Oak 11" S 05 W 50.1'

Boundary Line Agreement Corner (Restored) Corner restored by boundary line agreement between Louis Raymond and Peabody Developnent Company. (See certified land corner restoration card)

Established bearing trees: Hickory 8" S 56 W 41. 6' W. Oak 7" S 03 E 29.3'

Reference tree: W. Oak 34" S 70 E 2.8'

Boundary Line ~reement Corner (Restored) Corner restore by boundary line agreement at intersection of tree/post lines north-south and east-west between Louis Raymond and Peabody Developnent Company. (See certified land corner restoration card)

Established bearing trees: W. Oak 9" N 77 W 42.6' R. Oak 8" S 77 W 35. 7'

Page 6 of 12

30

31

32

Pro ert Corner Between Lots 10 & 12 of Section 15 (Restored) Corner restore at intersection o tree post ine north-south with tree/post line on line between lots 10 and 12. Witness monument set 50' North and 200' West of restored corner. (See certified land corner restoration card)

Bearing trees 50' North: W. Oak 14" N 03 W R. Oak 10" N 10 E

Bearing trees 200' West: W. Oak (twin) 11" N 53 W Maple 8" N 62 W

Reference tree 200' West: R. Oak 32" S 63 E

46.2' 49.2'

50.6' 30.9'

17.3'

Southwest Corner Lot 4 of Section 21 (Restored) Corner restored at intersection of projected tree/post line on south line lot 4 with accepted monumented west line of lot 4 (survey by others). (See certified land corner restoration card)

Established bearing trees: Maple 13" .N 02 E 52.1' B. Oak 15" S 17 E 21.8'

Property Corner on E. Sudlow Tract (Restored) Corner restored by retracement survey based on (found) called for monuments. (See land corner record card)

Established bearing tree/object: Beech 11" N 7 3 E 4 7 • 2 '

"+"and "B.O." chiseled in face of sandstone ledge S 58 E 34.8'

33 thru 36 Property Corners on L. Dickerson Tract (Restored) Corner restored by retracement survey.

37 thru 42 Property Corners on R. M::C.athey Tract (Restored) Corner restored by retracement survey.

L~4

45

46

Pro ert Corner on Eikenberr Tract on West Line of Section 14 Search Corner Remains o corner post oun an he or earing

from recovered 1/4 stone (north). (See land corner record card)

East Corner Conman to Lots 8 & 11 in Section 14 (Search Corner) Fence intersection found and held for bearing from restored section corner (north). (See land corner record card)

C-1/4 Corner Section 16 (Search Corner) No evidence of corner monument recovered. (See land corner record card)

1/4 Corner to Sections 22 & 23 (Search Corner) No evidence of corner monument recovered. (See land corner record card)

Page 7 of 12

47 Property Corner - Peabody Developnent Co. to T. ~Kelvey (Estab.) Corner monument established at agreed position on section line between section corners north and south. (See certified land corner restoration card.)

Established bearing trees: Poplar 14" N 40 W 10.0'

Bearing object: NE Corner Garage S 17 W 31.8'

48 Pro ert Corner - Peabod Develo ent Co. to T. ~Kelve (Estab.) Corner monument estab ishe at agree position on section line between section corners north and south. (See certified land corner restoration card.)

49

so

51

52

53

Bearing object: SW Corner Garage N 15 E 27.3'

Chiseled ''+'' on NE Corner of concrete slab for spring S 53 E 20.8'

1/4 Corner to Section 23 & 17 (Search Corner - Recovered) 1 1/4" x 1/2" x 2" iron pin recovered. (See land corner record card)

Corner Corrmon to Sections 14, 15, 20, and 21 (Search Corner) No evidence of corner monument recovered. (See land corner record card)

Corner C.Onmon to Sections 8, 9, 14, and 15 (Search Corner) No evidence of corner monument recovered. (See land corner record card)

East Corner Corrmon to Lots 1 and 2 of Section 15 (Search Corner) No evidence of corner monument recovered. (See land corner record card)

I, Terry L. Steffl, Registered Professional Surveyor #{)846, in the State of Ohio, hereby certify that I have performed a retracement survey of part of Sections 9, 10, 15, 16 and 21, township 12 North, Range 16 West, Starr Township, Hocking County, Ohio and that the attached plat is an accurate representation of the corners recovered, restored and established by this survey performed March thru June 1993.

Page 8 of 12

~~?~. _9£_~~~R_l!_'J_g~ BEARINGS ON THIS MAP ARE BASED ON TRUE MERIDIAN AS DETERMINED fROM SOLAR OBSERVATION.

~ "4 ;.... '"? t'

~ ~ SEE ENLARGED "' ~ DETAIL "F" \ "

LOT #1 I - ·,

-----L ',) LOT #4 \ ,,

c&·

50

1 1/4" )( 1/2" x 2"

CALL fABLE COURSE BEARING DISTANCE : ' TO 47 S 04°24't0"W 568.99

1

47 TO -49 S 65°40'J5"W 78.99' 49 TO 48 S -45°09'21''E 91.0t' 48 TO JJ S 04°24'10"W 294.28' JJ TO J4 S 85°10'09"W JJ8.26' .3" TO J' S 70°08'22"W 19J.46' J' TO J6 S 64°,4'48"W 146.57' : PEABODY TRACT 1 Jts TO J7 S 62°'4'41"W JJ8.95' : J7 TO J8 S 59°45''6"W 507.65' · 54 " 432 AC.-TOTAL J8 TO J9 S 74°J9'5t "W 444.00' : [[] .39 TO 40 S 55°J9'5t "W 208.00' : 40 TO 41 S J6°39'5f"W 471.00'· 41 TO 42 S 43°39'5 t "W 495.00':

1/4 '0 I I 0. 0 t 0 t 0 t f 0 f 0 0 0 0 '"'' ' "@:" ""' "39 ' JS

c 1/4: 40 ~~'( . "\G\\

33

s 1 15

8

LOT /6

SEC.#10 S 04°24'10"W tJ47.41'

rn

mJ SEE ENLARGED DETAIL "A"

2489,4J'

I I ftt t f Ito O

LOT ·1; ....... .

11

LOT /5

LOT /4

S 04°22'48"W 66J.28'

N as•J7't 2"w 698.J4'

.t~ !"~;~ : ... ~ ~,_.,_

~ Lo>rr-,-,-~---...:::....:....:__I". .. ·~:~~;. ~~. s r;s SEC. #21

SEC. #20

DETAIL "E"

SEC. #15

THE INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD SURVEY PERF"ORl.IEP DURING MARCH THRU JUNE 19~J.

TERRY L. STEffL

#14 CALL TABLE: BOUNDARY LINE AGREEMENT

COURS( SEAR/NO . I DISTANCE

26 TO 27 27 TO 28 28 TO 29

J45.59' J22.77' J72.J5'

1000 0 1000 2000 3000

LOT /12

ff FFFFF~H~f f=~~--,.--~--1r--~__,, SHEET 9 OF' 12 GRAPHIC SCAI..E - FEET > 1" = 1000'

WAYNE NATIONAL f"OREST U.S. FOREST SERVICE

CONTRACT NO, ~J-:S~A 1-2-01 :507M

MAP SHOWINQ PART OF' SECTIONS 9, 10, 15, ts ANO 21, T-12N R-UW STARR TOWNSHIP HOCKING COUNTY, OHIO,

JACK A. HAMILTON & ASSOCIATES INC. CONSULTJNG ENGINEERS AND SURVEYORS

342 HlOH STREET, BOX -'71 FLtJSHING, omo .(3~'17 (614) Q68-4Q47

----~-·- ---- -- --------~·----~~~-------~---------. -- --·---·-·-----·----·--

PARCEL _1_12J_ LANDOWNER VOLUME & PAGE

fl) PEABODY DEVELOPMENT COMPANY V. 193 P. 129 l2J C. & R. CARSON V. 172 P. 122 rn L. & V. DICKERSON v. 89 P. 617 11) R. McGATHEY V. 180 P. 216 (5] L. & R. FORREST V. 180 P. 55 l6J J. SOWERS V. 198 P. 682 lZl H. CONLEY, ETAL V. 208 P. 3 IBl M. & M. MALONE V. 155 P. 373 ~ M. & Q, CHIDDIX V. 186 P. 773

[Q] T. & S. McKELVEY V. 158 P. 634 []] M. MURRAY, ETAL V. 194 P. 520 [ZJ N. GROVES, ETAL V. 122 P. 959 &

V. 201 P. 755 & V. 216 P. 494

[3J USA V. 131 P. 649 1131 C. McENEANY V. 185 P. 188 &

V. 155 P. 540 & V. 132 P. 405

[5] JELM REALTY V.214P.507 m A. & E. BREWER O.R. 3 P. 438 [lJ f. SMITH V. 215 P. 627 &

V. 189 P. 290

IHll M. McCORT & V. ZUSPAN V. 162 P. 22 & V. 213 P. 763 & V. 177 P. 659

[ID E. SUDLOW V. 219 P. 763 rlQl J. SILLERY, ETAL V. 186 P. 281 &

V. 217 P. 601

tZJl L. RAYMOND V. 148 P. 752 rz:1) TRI COUNTY NITE HUNTERS ASSOC., INC. V. 172 P. 719 rl3l J. & J. EIKENBERRY V. 208 P. 712 rzAl SHAW-DAVIDSON, INC. V. 179 P. 140 rl5l L. HENDERSON V. 222 P. 391 rm R. BRICKER & F. CARRELL V. 210 P. 666 rlZI COLUMBIA GAS TRANSMISSION CORP. V. 142 P. 176 rl8l F. SMITH v. 215 p, 627 t2.9l R. BUCHSBAUM V. 150 P, 355

SOURCES or DATA

1. DEED RECORDS SHOWN HEREON AND SELECTED PRIOR DEEDS.

2. LEVI DAVIS SURVEY - PLATS or SECTIONS - PLAT BOOK A-1.

3. LEVI DAVIS PLATS or SECTIONS - PLAT BOOK A-4.

4. TAX MAPS

5. AERIAL PHOTOS

LEGEND

FOUND 8 DENOTES CORNER POSITION MARKED BY SANDSTONE MONUMENT AND CERTIFIED BY PREVIOUS SURVEY

FOUND ~ DENOTES CORNER POSITION MARKED BY 2" x 48" IRON PIPE FILLED WITH CONCRETE WITH BRASS CAP (CERTIFIED BY PREVIOUS SURVEY)

SET ® DENOTES CORNER POSITION MARKED BY 2-1 /2" x 30" ALUMINUM MONUMENT WITH 3-1/4" MAGNETIZED CAP STAMPED TO IDENTIFY CORNER

S£T • DENOTES CORNER POSITION MARKED BY 3/4" x 30" RE-BAR WITH 3-1/4" ALUMINUM CAP STAMPED TO IDENTIFY CORNER

FOUND 0 DENOTES CORNER POSITION MARKED BY SANDSTONE MONUMENT RECOVERED DURING THIS SURVEY

A DENOTES CORNER SEARCH AREA

(j/) DENOTES CORNER IDENTIFICATION NUMBER

li DENOTES LOCATION or SOLAR OBSERVATION LA TITUDE-39°26' 3 7" LONGITUDE-82°19'26"

FOUND $ DENOTES CORNER POSITION MARKED BY EXISTING (FOUND) IRON PIN. (PIN SIZE LABELED ON MAP)

rn DENOTES PROPERTY OWNER

FOUND 0 DENOTES CORNER POST

---- DENOTES TREE/POST LINE (SPORADIC)

NOTES:

1. ALL BEARINGS TO BEARING TREES/OBJECTS AND REFERENCE TREES AS NOTED IN THIS REPORT or SURVEY ARE BASED ON MAGNETIC DIRECTIONS OBSERVED DURING MAY AND JUNE 1993.

2. DEFINITION: POINT - ANY CORNER OR ANGLE POINT NOT MARKED BY A SET OR fOUND CORNER MONUMENT.

6. SURVEY RECORDS LOCATED IN THE HOCKING COUNTY ENGINEER'S OFFICE

7. MARIETTA COLLEGE LIBRARY (ORIGINAL f'IELD NOTES or SURVEYS or THE OHIO COMPANY PURCHASE)

8. AUDITOR OF THE STATE (ORIGINAL SURVEY RECORDS)

9. BOUNDARY LINE AGREEMENT (BETWEEN CARL D. CARSON ET UX AND PEABODY COAL COMPANY)

10. COLUMBIA NATURAL RESOURCES, INC. (ADJOINING SURVEY)

----------·------··-----------


CONTRACT NO. 53-58A1-2-01507lol

ENLARGED DETAILS SHEET 10or12

LOT 1

LOT 4 ,18" DlA,

ENLARGED DETAIL "F" NOT TO SCALE

SEC. #22

SEC. #21

~

~ t'J EXISTING WATER ~ IMPOUNOMENT :_;

~13

• •

ENLARGED DETAIL "D" NOT TO SCALE

SEC. // 16

S 86°20'42" E 2178.59'

8.99'

1" DIA,

LOT #7

5.0. ~'/8" DlA.

_:s._es __ • Jn '/8" OlA.

SEC. #15

ENLARGED DETAIL "G" NOT TO SCALE

EXISTING WATER IMPOUNDMENT

I ENLARGED DETAIL "E"

NOT TO SCALE

- - --;;;;;r- - ..... ' .,, '

4

CALL TABLE


47 TO 49 S 65°40'35" W 78.99' 49 TO 48 S 45°09'21" E 91.01' 48 TO 33 S 04°24' 1 O" W 294.28'

49

5

8 8

~ ' LOT 1/6

LOT #5

ENLARGED DETAIL "A" NOT TO SCALE

' ' ..... --

.,, \

_..__ _ __, I

' I I

I

ENLARGED DETAIL "B" NOT TO SCALE

WAYNE NATIONAL FOREST U.S. fOREST SERVICE

CONTRACT NO. 53-58A1-2-01~07M

ENLARGED DETAILS SHEET If OF 12

EXCEPTION # 1 A. BREWER

_ c_~_l!::_!__A_ ~-~-E-~B_ETRA C EM EIH SU RJ_Q_:


17 TO 64 N 12°04'28" E 64 TO 65 N 03°5.3'32" W 65 TO 66 N 04°19'32" W 66 TO 67 S 30°30'32" E 67 TO 68 N 67°10'36" E 68 TO 69 S 48°25' 32" E 69 TO 70 S 08°55'28" W 70 TO 17 N 86°27'32" W

120.46' 148.12' 68.19'

258.26' 87.14' 65.54' 118.41' 252.57'

( CONTAINING 1.025 AC. ) BY RETRACEMENT SURVEY

,_.,

' ~ ~

~ 0 ,,., 0

:<:

--------------·-·------------~---------·- ·------

ENLARGED DETAIL "C" 1" = 100'

s 86°02'59" E

- - -s-a6--;,;;;.59 .. E, \

s.oo· \ (NOT TO SCALE) I

N 14'25'01" E ,' , .... __________ ... EXCEPTION #2 F'. SMITH

987,6J

1/2" DIA.



18 TO 70 N 86°02'21" W 743.42' 10 TO 69 N 08°55'28" E 118.41'

rLORENCE SMITH 69 TO 68 N 48°25'32" W 65.54' V. 215 P. 6278 68 TO 67 S 67°10'36" W 87.14' V. 189 P. 290 67 TO 66 N 30°30'32" W 258.26' 15.07 ACRES 66 TO 71 N 00°05'08" E 114.06'

71 TO 72 N 02°05'01" E 86.93' 72 TO 20 N 14°25'01" E 175.49' 20 TO 19 S 86°02'59" E 987.63' 19 TO 18 S 03°57'01" W 705.06'

(CONTAINING 15.183 ACRES) BY RETRACEMENT SURVEY

1g

~

-~ " II) 0 I<} 0 (/)

ANNA & EVA BREWER

10.09' \~ L __ _

O.R. 3 P. 438 1.16 ACRES

N 85°41'51" W

1/2" DIA.

18

EXCEPTION #3 E. SUDLOW

CALL TABLE BY REIRACEMENT SURVEY


32 TO 54 S 48°45'32" W 290.00' 54 TO 55 N 24°26' I 2" W 63.90' 55 TO 56 N 24°03'36" W 79.92' 56 TO 57 N 21°54'38" W 39.17' 57 TO 58 N 17°19'26" W 28.16' 58 TO 59 N 13°27'07" W 22.35' 59 TO 60 N 07°09'20" W 29.40' 60 TO 61 N 00°50'11" W 35.39' 61 TO 62 N 05°00'49" E 44.53' 62 TO 63 N 07°03'03" E 121.00' 63 TO 32 S 48°51'49" E 386.00'

( CONTAIN/NG 1.583 ACRES) BY RETRACEMENT SURVEY

WAYNE NATIONAL FOREST U.!. FORCST SERVICE

CONTRACT NO. 53-~Mt-2-01507/.1

ENLARGED DETAILS SHEET 12 OF' 12

Properly .l1i1e locfll/011 b descnj;t/011 t1pproved 011

09-I 2 .. 9(} (Michael P. fierry) '

DETAIL SCALA'.· !" = 60'

Joh11 & Demma Wolle/I ;J/tf .,JN

160002510100

- - ----- ·- - ---~-

Dwg. No. I J-1414 HEYISED:idayJJ, 20/J

John & Dea1111a !Yollett 216. ;?,?4

160002510100

7.099 ACYUi'S

Shawn Sowers O.H. 446 Pg. 51 I, 198 - 682 160002550000

Debom/J &De11111:S He11lo O.H. 41 Pg. 286 160002510201

s 22°18'16" e

s 1° 05' 16" fl

(} 50 JOO 200

·---,--J~-~~=~----iiUi·iiiiiliiii?iiiliiiiii· iiiiil

LEGli'N.D

<> =• lll1111arled Corner

• "' lfristl11g .!ro11 P1i1 or PtjJe .Found find noted

o = 518 ..r ](}" i?f!-bt1r /ro11 P1i1 with ID ct1p stomped" lJOESHART S-oJ/2" set

8. = .frfag11etlc M11! rt.J1111d

Scale:!"~= 100'

Frede!'lck Webb O.H. 409 Pg. 956 160002510200

S'l/JIE o/' Or//O r/OCK/NO COUNTY J7/JRR FOf/lNSr//P TOfYHSr//P 12 NORTH RANOJf 16 WE/SF PART q/'the SOUFr/WJJ'SF {}UART.ER of SECT/ON 17

D • n · ,ru · · / "t{/enmce r0/11/ 0 oeg11111111g Northeast Comer if the Southwest {]uarter ef Sect loll I 1 - J/,J "!roll P/11

BOE:WIART & ASSOCIATES Email: l!iboeshart(tl)hotmail.com

Revised: May 31, 2013

Ph: 740-928-4130

94 (,'ANYON VILLA DRIVE Hebron, Oil 43025

Job No. 13- 3474

Surveyor's Description - Part of Parcel No. 16-000257.0100 - 7.099 Acres

The parcel herein described is known as being a part of the same lands conveyed to John & Deanna Wollett as described in Deed Volume 216 Page 224 (66.1681 Acres). Being part of the Southwest Quarter of Section 17 in Starr Township, Township 12 North in Range 16 West, Hocking County, Ohio and is better described as follows:

Beginning for a reference at the Northeast Corner of the Southwest Quarter of Section 17 at an existing W' iron pin;

Thence, with the east line of the southwest quarter of Section 17, South O degrees 37 minutes 1 O seconds East, 1888.67 feet to an iron bolt found;

Thence, leaving the quarter-section line and with the north line of Shawn Sowers (O.R. 446 Pg. 571), South 89 degrees 13 minutes 02 seconds West, 216.17 feet to an existing magnetic nail in the center of Loomis Road (Township Road 326) and the true point of beginning;

Thence, leaving the said road and continuing with the Sowers' north line, South 89 degrees 13 minutes 02 seconds West, passing a set 5/8" iron pin at 114.33 feet, a total distance of 903.52 feet to a set 5/8" iron pin;

Thence, through the Wallett lands, North 14 degrees 16 minutes 11 seconds West, 367.63 feet to a set 5/8" iron pin;

Thence, North 40 degrees 08 minutes 58 seconds East, passing a set iron pin at 450.50 feet, a total distance of 480.50 feet to the center of the said Loomis Road;

Thence, with the said road and the common line with Deborah & Dennis Renko (0.R. 41 Pg. 286) and Frederick Webb (O.R. 409 Pg. 956) the following (11) eleven courses:

1.) South 48 degrees 50 minutes 32 seconds East, 166.08 feet to a point; 2.) Thence, South 41 degrees 45 minutes 42 seconds East, 85.44 feet to a point; 3.) Thence, South 22 degrees 18 minutes 16 seconds East, 49.81 feet to a point; 4.) Thence, South 7 degrees 05 minutes 16 seconds East, 56.38 feet to a point; 5.) Thence, South 1 degree 04 minutes 37 seconds West, 126.26 feet to a point; 6.) Thence, South 4 degrees 11 minutes 18 seconds East, 80.60 feet to a point; 7.) Thence, South 20 degrees 57 minutes 32 seconds East, 66.78 feet to a point; 8.) Thence, South 42 degrees 54 minutes 40 seconds East, 99.46 feet to a point; 9.) Thence, South 61 degrees 20 minutes 19 seconds East, 68.76 feet to a point; 10.) Thence, South 74 degrees 12 minutes 36 seconds East, 76.95 feet to a point; 11.) Thence, South 80 degrees 42 minutes 29 seconds East, 250.21 feet to the true point of

beginning.

Containing 7.099 Acres and being subject to all legal roads, easements and restrictions of record. All iron pins set are 5/8" iron rebar with Plastic ID Cap stamped "Boeshart S-6512". North is based on the east line of the southwest quarter of Section 17 as bearing South 0 degrees 37 minutes 1 O seconds East. The bearings, used in this description, show the relationship of the angles of the property lines and are not based on true bearings.

I, Paul J. Boeshart, hereby certify that the above description represents a true and correct survey. All measurements were made under my direct supervision in accordance with Chapter 4733-37 of the Ohio Administration Code in May, 2013.

BOUNDARY SURVEY OF A 2.152 ACRE TRACT SITUATED IN THE STATE OF OHIO, COUNTY OF HOCKING, TOWNSHIP OF STARR SECTION 17, TOWNSHIP 12N, RANGE 16W

BEING PART OF A 42.3387 ACRE TRACT AS CONVEYED TO DEBORAH RENKO & GARY WEBB IN OFFICIAL RECORD 557, PAGE 303, RECORDER'S OFFICE, HOCKING COUNTY, OHIO,

0 1 oo·

SCALE: 1"=1 oo'

DEBORAH RENKO & GARY WEBB 42.3387 AC.

O.R.557, PG.303

40' Ingress/Egress Easement--x/ To Be Retained by Grantor

/ 2.152 Ac.

BASIS OF BEARINGS:

THE CENTERLINE OF LOOMIS RAOD AS BEING N 49°03'48" WAS DETERMINED THROUGH G.P.S OBSERVATION UTILIZING THE O.D.O.T V.R.S NETWORK (NSRS2007) AND SHOULD BE USED TO DENOTE ANGLES ONLY.

I HEREBY CERTIFY THAT THE ATTACHED PLAT WAS PREPARED FROM INFORMATION OBTAINED FROM AN ACTUAL FIELD SURVEY OF THE PREMISES AND THAT SAID PLAT IS CORRECT TO THE BEST OF MY KNOWLEDGE

REGISTERED SURVEYOR NO. S-7675

Commencing: NORTHEAST CORNER OF THE

SOUTHWEST QUARTER OF SECTION 17

N89°26'58"W 323.27' J

01· """ ...... • (0 ..... , . Meo 0 'ltt

~L" t. =@

P.0.B. " ~N51°33'07"W Set 5/8 Rebar 130.93,

C6J ~ S40°14'26"W /- 66.37'

S45°28'31"W 239.65'

S39°52'39"W 46.33'

DEBORAH & DENNIS RENKO 5.8095AC.

DWG.: JAF

O.R.41, PG.286

REFERENCES: DEEDS AS NOTED

COUNTY MAPS PREVIOUS SURVEYS

LEGEND

• Found Iron Pins (As Noted)

O Set 518" X 30" Rebar with a 1-114" Orange Plastic Cap Stamped "WAL TON S-7675"

@ Point

STEVEN B. WALTON JANUARY 31. 2017 Check By: SBW STEVEN B. WALTON

SURVEY/NC & MAPP/NC Job No. LOOMIS RD.

P: 740-40-1-8698 Email: SWAL [email protected]

Legal Description of a 2.152 Acre Tn1ct

Situated in the State of Ohio, County of Hocking, Township of Starr Section 17, Township 12N, Range 16W being part of a 42.3387 acre tract as conveyed to Deborah Renko & Gary Webb in Official Record 557, Page 303, hereon referred to as Grantor, records stated herein are from the Recorder's Office, Hocking County, Ohio and being more particularly described as follows;

Commencing at Set 5/8" Rebar in the East line of the Grantor's tract being South 00°37' 10" East a distance of 748.67 feet, North 89°26' 58" West a distance of 323.27 feet, North 5 l 0 33 '07" West a distance of 130.93 feet, South 40°14 '26" West a distance of 66.37 feet, South 45°28'3 l" West a distance of239.65 feet and South 39°52'39" West a distance of 46.33 feet distant from the Northeast Corner of the Southwest Quarter of Section 17 begin the TRUE POINT OF BEGINNING of the herein described 2.152 acre tract;

Thence with the East line of the Grantor tract South 39°52'39" West passing a Set 5/8" Rebar at 319.25 feet a total distance of 344.25 feet to a point in the centerline of Loomis Road;

Thence with said centerline North 49°03'48" West a distance of273.30 teet to a point;

Thence with a new line through the Grantor's tract North 40°56' 12" East passing a Set 5/8"Rebar at 25.00 feet a total distance of 349.83 feet to a Set 5/8" Rebar;

Thence with another new line through the Grantor's tract South 4 7°51' 15" East a distance of 267.00152 feet to the TRUE POINT OF BEGINNING containing 2.152 acres;

Subject to all easements, rights-of-way or restrictions of record. More particularly a 40.00 foot ingress/Egress Easement along the entire East side of the herein described 2.152 acre tract to be retained by the Grantor.

This description was prepared by Steven B. Walton Surveying and Mapping under the direct supervision of Steven B. Walton Registered Surveyor NoS-7675 from an actual field survey of the premises on January 31, 2017. And a Plat of survey is attached hereto and made a part hereof:

Basis of Bearing is the centerline of Loomis Road being North 49°03 '48" West as determined through G.P.S. observation utilizing the O.D.O.T. YRS Network (NSRS2007) and should be used to denote angles only.

Deed References and Documents as Recorded in the Hocking County, Ohio Recorder's Office.

All Iron Pins set are 5/8" X 30" rebar with a 1-1/4" orange plastic cap reading "Walton S-7675."

~/ \Q I J /) ~-·- --· .026t-<~P r:rtr£,V-r~ Steven B. Walton

January 31,2017 Job.No. loomis road

Registered Surveyor No.S-7675

'! '·