20071444 Ver 1_Site Plan_20071001

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CURVE TABLE S 89'03'46" E ~g
CURVE LENGTH RADIUS CHORD BEARING DELTA 588.68' S 86'20'58" E
C1 2210.68' 3819.83' 2179.96' N 88'58'47" W 33'09'33" 795.26'
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LI N E TAB LE
~O v LAKE LINE LE JE LENGTH BEARING
L1 2 L2 g L3 2 L4 4 L5 ~ 2 1 262.59' N 14'13'36" E
L56 L5 L58 ho, Z 94.51' N 31'03'02" E
L65 ~ 3 25.24' S 89'02'00" E
481.92' N 10'59'31" E
5 127.36' S 81'51'45" E
w L6 ~ fir/ 3 L7 18 3 145.77' S 68'2626" E
R 7 186.90' S 44' 23'11 " E
N ~ 00 ~ o~ io 2 `t ~g 7 o 3 279.81 ' S 33'02'04" E
N ~ 3 75.72' S 03' 42' 25" W
O :V M L10 41 0 419.86' S 00'27'02" W
Z o N L11 2~ 1 211.74' N 82'31 '42" W
N L12 1 AREA "BZ"-0.72 AC. L13 41 2 10.58' S 02"23'11" E
3 417.80' S 69'56'20" E
IMPACTED WETLAND AREA= L14 2 7,231 SF (0.17 AC) 5 ~ g 4 21.70' S 04'20'39" W
5 199.23' S 04'37'58" W
L16 15 L17 2 L18 31 6 159.85' N 75'00'33" W
7 279.75' S 01'53'20" W
L19 4 L20 3 L21 21 8 317.90' S 20' 10'35" W
J 9 457.20' S 37'11'36" E
30.12' S 76'40'54" E '.1 213.52' S 01'00'20" E
L54 L22 2 L23 2 ~ ,2 231.44' S 04'39'55" W
3 219.90' S 09033'40" W
L24 41 ,4 412.02' S 13'18'07" W
L25 2 3 ~ ~9 ~~9'2~" w _ _ ~ ~6 ~ _ L26 18 5 229.40' S 06041'27" W
J 'B 180.17' S 0759' 17" E
6j' ~ L27 21 7 211.88' S 13'02'32" E
N ~ 2 ~8 13 8 130.09' S 20'56'06" E
J . ~ L29 5 LAKE L30 2 ~i L31 ~ 3 L32 29 9 505.24' S 23'40'29" E
'0 289.42' N 72'4455" W
~ J 1 1345.83' S 74'07'00" W
'2 292.66' S 74'28'20" W
L33 g L34 10 3 97.81' S 75015'05" W
O 4 101.58' S 76'41 '24" W
L49 L35 g `b L36 g 15 96.07' S 78'02'52" W
16 91.80' S 7903424" W
ate L37 g L38 15 ~7 82.74' S 80036'16" W
co J ~8 156.17' S 8755'46" W
S L39 37 68. 9 373.44' N OT 19'37" W
~ Ss'SSh L40 30 ,0 302.92' N 08'01 '28" W
~8S F L41 20 1 201.17' N 12'35'31 of W
r AREA "K" L42 15 .2 155.90' N 16029'41" W
IMPACTED WETLAND AREA= 5,625 SF (0.13 AC) S ~ . L43 14 33 147.34' N 20'32'05" W
6 4 ~ X56" E L44 13 ,4 132.94' N 26'37923" W
AREA "KA" ~9 ~ 32' L45 14 55 149.42' N 31*29942" W
IMPACTED WETLAND AREA= L46 ~g 6 161.13' N 34!41'44" W
~~s 3,418 SF (0.08 AC) `jam L47 30 ,7 309.76' N 36'43' 11 " W
L48 5 L49 19 ,8 58.07' N 05"53'38" W
.9 199.41' S 88'20'18" W
20 L50 11 0 110.28' N 07036'33" E
L51 30 ~ 1 300.08' N 11002958" E
L52 30 2 300.23' N 11' 10'36" E
L53 ~ g 3 187.49' N 11'06'52" E
ti L54 3 L55 7 N L56 3 ~ L57 ~7 4 35.11' S 87'56'20" E
sue, 5 745.60' N 01'42'28" E
°•o 6 37.01' N 42' 19'50" E
~ 7 175.45' N 88'31 '53" E
L58 13 8 131.79' N 84'10'27" E
~ L59 15 9 157.77' N 22'16'01" E
L60 15 0 152.08' N 18'53'34" E
~o ti L61 15 L62 85 ?1 159.37' N 15028'49" E
2 853.53' N 1303736" E
a SEAL ~ L 2421 L48 ~ L63 57 3 577.77' N 13'47'19" E
L64 ~ 2 4 121.72' N 13053'58" E
L65 ~ L66 39 5 15.28' N 01'28'24" E
6 395.81 ' N 43'34'50" W
~ L67 39 7 395.83' N 15'40'32" W
L68 36 8 368.68' N 09' 1338" E
I, WILLIAM C. McILWAIN, JR., HEREBY CERTIFY THAT THE ~ G
WETLANDS BOUNDARY DEPICTED ON THIS MAP IS THE ~iS
RESULT OF A FIELD SURVEY AND/OR MEASUREMENTS,
CONDUCTED BY HOBBS, UPCHURCH AND ASSOCIATES, P.A. ~ G
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SIGNATURE DATE r~
N
rP I, WILLIAM MULLIN, HEREBY CERTIFY THAT THE WETLANDS ~ c~ ~
DELINEATION SHOWN ON THIS MAP REPRESENTS THOSE
AREAS THAT WOULD BE DEFINED AS 404 JURISDICTIONAL ~
WETLANDS BASED UPON THE BEST OF MY KNOWLEDGE, o
EXPERIENCE, AND FIELD INVESTIGATION. X30
X31
SIGNATURE DATE
3 3 X32 32
37 34
L38 3 SIGNATURE THIS CERTIFIES THAT THIS COPY OF THIS PLAT
ACCURATELY DEPICTS THE BOUNDARY OF THE
JURISDICTION OF SECTION 404 OF THE CLEAN WATER
ACT AS DETERMINED BY THE UNDERSIGNED ON THIS
DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF
SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A
PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE.
THIS DETERMINATION WAS MADE UTILIZING THE 1987 LEGEND WETLAND AREA SURVE o COMPUTED POINT
CORP OF ENGINEERS WETLANDS DELINEATION MANUAL. C VEY IN
REGULATORY OFFICIAL OEPK EX. PK NAIL GOLF COURSE BOUNDARI OEIP EXISTING IRON PIPE a \RY FOR
J
TITLE OEIR EXISTING IRON ROD
DATE O ECM EXISTING CONCRETE MONUMENT 11IA EKE Y
- - ROAD RIGHT-OF-WAY
USACE ACTION ID BOUNDARY LINE DE'VE'LOPM~'NT CO
'OMPANY
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ON PROPERTY OF )F wwmftlxv
GRAPHIC scam MARK E. BRENNER
400 0 200 400 aw 1600 ER m E lz o ~SHIP ~F ~ 00-0
MINERAL SPRINGS TOWNSH
SURVEYOR:
WILLIAM C. McILWAIN, JR. , Hobbs, Upchurch & Associates, PA. l,~h ~ oo ft MOORE COUNTY NORTH SCALE 1 = 400' AP -H CAROLINA ~X o APRIL, 2007 ~ ~
300 S.W. BROAD STREET Consulting Engineers, Surveyors & Land Planners
SOUTHERN PINES, N.C. 28387 Southern Pines, North Carolina 28387 [phone]