20061573 Ver 1_Site Plan_20061130

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SEAL SEAL
LINE TABLE ALONG THE ~1l lllJ
t 1 LINE TABLE ALONG THE WETLANDS iii WETLANDS FROM " " "F" " „ „ " r~~ E TO FROM E TO F CONT. ~ ~ ~ } CAR
3a4 EX. SOIL DRIVE {VARIABLE WID`M) , LINE LENGTH BEARING LINE LENGTH BEARING Q • ~~5~ ? •
~ ~ 1 .a L 29 22.53 N58 4$ 43 E L256 20.67 N 4• ~ 8 32 36 W
1226 1225 .r r,,. ~ 60 WIDE RIGHT-OF--WAY ANp ACCESS EASEMENT L130 22.90 N02'26'41'° L257 31. = • ~ E 35 N59 09 27 W c1 SEAL w t ° r- L-4509 cc-
1 I fr „ (REFERENCES: MB 4 PG 11; MB 4 PG 16; P.C. A L131 22.85 N14'07'26"W L258 22.87 ~t"" L~4'S0! N39 2011 W "a'
SITE ~ ~ rr n u u ECM BROKEN SL. i24-5; P.C. A SL. 134-20; P.C. A SL. 135-1) ( ) L132 40.34 N06'04'49"W L259 27.07 » r `o'ff' N313$ 06 W L133 24.90 N30'10'05" L260 31.5 • ~'U~~ All sup,4
GRIGGS ROAD 1221 ~ ~ SOII ROAD ENDS E 2 N . 522644 W ~ 44.• L134 21.83 " „ !i 566 23 01.E L261 14.11 N30 29 43 E ~ '14f is
f L135 26.49 1262 IiJO 1 556 08 55 ;E 25 37 N38 22 33 W J N 11
I L136 28.71 » 1263 • » 550 47 31 E 23.79 N57 33 49 W
1220 ~ 307 1 I L137 16.87 S78'16'52"E L264 19.67 N24'S9'S3"E
a~' L138 22.55 N59'06'S0"E L265 32.72 N83'41 `02"E ECM » THIS CERTiFIE, L139 25.34 N08 44 52 E 1266 34.56 58014 46 E AIS CERTIFIES THAT THIS COPY OF THIS PLAT
ACCURATELY L140 48.35 N39'S6'19"E L267 29.71 567'23'02"E JURISDICTION CCURATELY DEPICTS THE BOUNDARY OF THE JRISDICTION OF SECTION 404 OF THE CLEAN WATER
\ a•-----~• - - L14i 23.40 T » L268 » S3 56 09 E 50.07 578 2152E ACT AS DETEI CT AS DETERMINED BY THE UNDERSIGNED ON THIS
.w...w..~.... L142 23.68 510'35'19"E L269 21.44 N47'40'07"E DA~• UNLEC ATE. UNLESS THERE IS A CHANGE IN THE LAW OR UR PUBLISHED REGULATIONS, THIS DETERMINATION OF
14 » , » OUR PU6115HE 1 3 49.62 505 00 40 E 1270 25.68 N29 56 05 E 144 „ ,9 SECTION 404 1 50.22 558 57 53 E L271 26.60 N50 22 22 W CTION 404 JURISDICTION MAY BE RELIED UPON FOR A
NOT TO SCALE ECM PERIOD NOT 1 1145 19.36 510'46'38"E L272 31.28 N 'S > "W ERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE.
65 0 52 THIS DETERMII L146 28.07 S81'06'12"E L273 28.86 N73'32'43"VJ CORPS OF EN iIS DETERMINATION' WAS MADE UTILIZING THE 1987 ORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.
L147 42.98 N01'44"23"W L274 33.89 N40'35'32»W
NOTE : L148 24.22 N02'15'S2"E L275 20.65 N28'03'i4"W COMBINED SCALE FACTOR = 0.99986865 L149 18.20 527'46'34" L276 35.8 »
E 8 N01 14 38 E L150 17.13 582'14'35"E L277 30.52
ALI. DISTANCES ARE HORIZONTAL N43 00 35 W L151 72.03 L27 NAME GROUAID MEASUREMENTS IN FEET 515 0516E 8 20.10 N35 46 30 W AME
60' WIDE RIG1~1T-OF--WAY AND ACCESS EASEMENT (REFERENCES: MB 4 PG i1; MB 4 PG 16; P.C. "A" AND DECIMALS THEREOF UNLESS 1152 24.78 574'03'21"E L279 22.04 N04'53'05"E
SL. 124--5; P.C. ''A" SL. 134-20; P.C. "A" SL. 135-1) . , » „ TITLE ~ NOTED OTHERWISE. L153 11.86 N59 57 58 E L280 28.97 N50 5310 E -1) TLE
1154 30.02 N32'26'28" E L28i 16.79 N83'44'45"E ~y 41 i L155 17.46 » DATE ~ NTE
N1 ~ 57 07 W L2$2 25.69 N7518 57 E L156 31.08 N07'38'26'°E L283 40.10 559`56'04"E
i » , » L157 25.15 N$6 3012E L284 26.13 S82'46 30 £ kAw to NOTES:
L158 44.90 N07'OS'41"E L285 32.01 543'13`49"E
z L159 24.$1 N18'49'48"E L286 20.85 N57'24'38"E
N L160 38.56 N22'11'53"W L161 26.96 » NOTES:
©I to a ~ ~ PAM! r~ > M N14 29 27 W LINE TABLE ALONG THE' PAMLICO PACKING CO., INC. L162 26.88 571'09 02 E WETLANDS FROM G TO H
C9~~t- O G ~ ~ti.....----~- 11 1) WETLANI DB 259 PG 226 L163 21.51 S8~ 52 01 E LINE LENGTH BEARING AGRONOMIC 1) WETLANDS POINTS WERE PROVIDED BY TOTAL AGRONOMIC SERVICES AND WERE NOT FIELD LOCATED
? Q- ~ ~ Y ~ PROPERTY LINES INDEFINABLE Urns ~ p DB 403 PG 160 ~ . 9 » . , 9, „ » L164 105.64 S2Z 20 30 E L287 14.37 N88 57 55 W BY THE EAS P.C. A SL. 134--20 L165 69.26 " » BY THE EAST GROUP.
d cn a ; BY DEED (PROPERTY LINES ARE z cv ~ Q APPROXIMATE AS TAKEN FROM 504 08 04 W L288 21.51 568 0139 W 2} NORTH C 2) NORTH CAROLINA STATE PLANE COORDINATES
o ~ m PAMLiCO COUNTY TAX MAPS 00 ~ ) U U L166 32.19 523'3$'50"E L289 32.56 N33'44'45"W WERE ESTAE L167 32.27 S52'14'50"E L290 11.58 ~ ~ FIELp PROGE WERE ESTABLISHED USING A TRIMBLE 5800, STATIC FIELD PROCEDURES AND PROCESSED BY THE
~ [z, N62 57 58 W L168 35.86 " » NATIONAL GI 535 25 04 E L291 36.49 N03 46 44 W NATIONAL GEODETIC SURVEY ON-LINE PROCESSING
4 ~ f! !9 z WETLAND AREA SERVICE. L169 19.70 538 45 27 W L292 35.74 N78'09'04"W SERVICE.
Z 2.86AC.~ 3 THIS PR( „ ) L170 26.54 508 25 27 W L293 32, 50 S7 '47' 0 "W 2 4 LOCATEp IN 3) THIS PROPERTY IS LOCATED IN ZONE "AE" AND IS LOCATED IN A SPECIAL FLOOD HAZARD AREA AS
Y ~~"p WEB LAND AREA Y 5.76 AC. f L17i 36.63 S53'S1'06"E L294 34.34 S84'S5'44"W TAKEN FR4ty n W• ~ . , ,r , n TAKEN FROM N.F.I.P. RATE MAPS DATED JULY 2,
1172 39.04 5291137E L295 14.49 N43'31 54 W 2004 COMM! . 3705 L173 45.65 560 20 43 E L296 36.85 569'04'16"W 2 6 8200 2004 COMMUNITY PANEL NUMBER 3720750200) & 3720658200) (BASE FLOOD ELEVATION = 7').
„ X WETLAND AREA X = 3.15 AC. ~ ~ 1174 39.10 , „ 54G 18 31 E 1297 14.52 N46 43 58 W
JMG LAND & TIMBER, INC., et al DB 380 PG 322 L175 45.64 N14'07'40"W L29$ 32.94 550'16'41"W
1176 26.92 N22'34'39"E L299 5. 3 „ 2 0 N67 22 35 W LE( LEGEND
,,tii,, L177 28.94 N20'06'19"W 1300 24,26 » 572 33 30 W ~1..~ „ EIP = EXISTING IRON PIPE
z r~ L178 33.81 ~ N1311 15 W L301 50,32 S22' ' "W EEP f 23 05 Li79 26.61 N40'39'S "W L302 3 . 6 EPI 3 2 2 55917 57 W EPK = EXISTING PK NAIL
d UhQ.r ECI L180 27.1$ N04'28'15"W 1303 20.85 N35'18'14"W - I ECM = EXISTING CONCRETE MONUMENT = NO POINT SET
~ f ~ i~ ~ ~ N NIP {CONTROL CORNER L181 24.20 N10'00'30"E L304 16.37 , » S83 021$ W = I = NOT TO SCALE
Q NIP (CONTROL CORNER) C~ N t,~ . N - 533,868,39 (GRID) ~ a ~ N 533,607.009 (GRID) L182 35.23 N31'01'O1 "E L305 37.93 560'18'45"W
~ _ 2,701,431.365 (GRID) , o ~ a ~ ~ 2,7oa,59~.1sa (GRID) ~ 75.29 n a Q 4~~3.43 L183 23.48 N26'02'40"E L306 33.15 " 572.35 „ » ~ 588 53 00 W .29 A 75 j,l ff L184 27.01 N64'23'42"E L307 16.80 9 »
z ~ N ~ 60.00 0331. ' N04 52 21 E o33t . "Hn ti.l, L185 33.16 N03'24'14"E L308 64.09 N 7• '3 „
Q ~ ~ ~ y „ ~ 356.57 I mo~ra ~ „ ' D C 264.58 I 1186 42.46 N31'08 06 W L309 5 . " ~ 2 33 N19 4513 E SOURCE OF TITLE
, a27 " E 1807.22 (TOTAL) az f ~ N 72 43 20 ! 1 » X 1187 22.57 N57'09 O8 W L310 35.90 " N68 50 40 ~ f , E DB 403 PG 160
F,, R AIN N-- ! Q t ~ OAD M TE / ~r` ~ 0~ 'S rd.,.,.~ / L2 1188 39.50 N19'2914'W L311 38.46 N38'20'46"E ~•J • ,r y o~t9 L189 29.12 N4014'30'~J L312 18.63 • ' » PC "A" SL. 134-19 PC "A" SL 135-1
4 b . ti 1 ~ ANCE ENDS HERE p~ `L ~0 ~ / a45 Q G~" ~ ~ N62 09 31 E L33 L190 40.77 „ ,~....a,, Q o ,,,r N2419 45 1N L313 50.16 N2815 24 E
\ ~ ~ ~ ~ , 1, a327 ~ , 1. o-.~.,,a _ p ~ 4'.~„ate ~ L191 15.36 N89' L314 » 35 09 . 28.50 N60 42 56 E d »
\ ,~i,, i to / ~ / ~ rk~ o~ - L192 49.38 N64°10 58 7~J L315 45:93 N89"47'56"E P 4 L193 51.9 » »
~ ~a9 s to \ ~ j 0 N314$ 56 W 1316 54.39 N413214 E .~rj,.r. t~-......,..~ / fi'r' 1194 35.11 N52'33'57"W 1317 32.82 N64'0 , „
~ ~ ~ • a48 ~ ~ l~ ~ ~ / a31 g•••••~0 N.C.G.S.M. ..».9•. i' C5 ~ 5 27 W ~ '~••.-d L195 28.78 » , „ l ! 0306 N2157 49 E L318 47.13 577 p0 22 W
~ ~ .f fr . l60 ~ ~~i~" ! PENN 1935 ot8o 9.l' , » a~' S 1196 30.70 N3!`4155 E L319 20.51 » t3` a3ts p ~~•..a/ N8313 52 W
4U TOWN ®F VANDEMERE a. ' ~ ~ / C i N = 529,763.301 FT. (GRID) ~ ~ PUDLIC RIGNT~-OF-WAY (p ~ E = 2,698,504.770 FT. GRID d ( ~ L197 90.70 N46'47'38"W 1320 60.$7 ~ ~ 54118 09 W
~ ( ) a 1 2 ~ 041 ELEV. = 3.24 NAVD 1988 ~•~,S P.C. A SL. 96-8 I a5z ( ) % L198 43.28 S73'25'41 "W L32i 28.47 » 576 26 51 W »
~ ` ~ o ~ , h ~{2 a185 r~"` L199 43.08 588 49 03 W L322 22.99 " 583 36 04 W L310 0298 ~~1~. . , MEANpER UNE AS TAKEN L200 21.56 N 8'55' „ ores ~ » 2 59 W 1323 27.24 566 57 04 W
~Ir~ 019 ~ a65 rp t Q ~ ~ ~ c~. ~ ~ FROM P,C. A SL i34--19 ~ n ,9 ` , L201 27.79 N1109 56 E L324 59.94 558 57 43 W `y'~ PROPERTY UNE IS THE , ~ „
P ~ / t7 ~ ~ ~ ~ ~j a74 a 6 ~ 4J / ~ a f 9/ X L202 38.27 S78 2718E 1325 19.18 N4
.{?J / 0174 ~,i~~ a37 0 / d ~ % A , 125 49 W ME N HIGH WATER UNE) „ „ ~ L203 19.84 N01'29 26 E L326 46.06 N19 3153E F" A JA L a . , »
• b, ~ •A V6 i 2 4 38.20 N6714 03 W 1327 44.14 N36' 9' 6" 0188 5 3 E i L300 L , „ » "fir- i .ap
,r r- . ~ I N ~~0 . < 205 38.55 N63 40 30 W L32$ 29.12 N70 09 58 W ~ ~ • '~.-.--C~ ~ r L206 i 9.89 NOS'29'S6"E L329 66.54
0~, ~ ~ to ~ ~ ~ s59'31'a8"W cn 1.30 ! azsz Q•~.. L207 .i1 9, , ~ ~ a 1 ~ N3516 32 E L330 5.86 Q ~ az7s 2 N87 2810 W i a291 `fl r_r tj V lr
LINE TABLE ALONG THE r ~ ~ r 'r rr » ff ff t . 1 ~ o P BOUNDARY FROM A TO G t ~ .•v L208 49.66 S75'30'i 1 "E L331 25.95 » ' b~. 574 27 45 W
p ~Sr~ 1 <3 LINE LENGTH BEARING ~ ~ 4t ~ 1209 47.99 » 557'37 55 E L332 26.71 " ~ j 550 0134 W 68 L2i 0 55.86 569'15'55"E L333 34.79 "
a59 / ai68 , Li 92.18 s12'25 03 E ,tip„~.~ a78 I I c~ 58141 4O W
L2 103.31 574 07 39 W LINE TABLE ALONG THE . o ~ . I ~ L2i 1 29.49 N '4 ' » » q 35 6 2$ E L334 33.65 N8107 26 W U~ a ' az~t • r n ~2 ,~t..p„-.•~ 1 „ „ 1212 25.47 558 02 20 E L335 23.25 n
> ANDS FR M "D" TO "E" / L3 X78.08 54119 56 W WETL 0 ~~I; r ~ v ~ ~ ~ r ~ G N28 47 58 E P L2i 3 , 4 • ' » • , 9, ~t~ a260 `0 36 9 51214 30 W L336 30.19 N8145 02 E
L4 3$.13 S07°53'11"E LINE LENGTH BEARING w o` p,,, C A tt L5 59. ' > " L50 23.87 e f >I a~3 a `.11r! $3 N8719 49 E 506 46 48 W ~ r' 1214 36.41 • r " • , a9 ~ 567 34 08 E 1337 29.50 N14 52 36 E gJ~ I
L6 88.73 S25 OS 46 E L51 16.74 N73 5316 W . ~ • 1 » • t " ~ a . b . 1215 28.49 1 ® ( S 7 25 09 E L338 51.46 N14 43 03 W ( . 1 11
rf 31 b t L7 209.40 S21 3510E L52 9.83 52$ 33 03 W a94 a1s4 a1 O3 "'cP ~ • ^ » L 16 40.1 . 2 ~ F 2 2 s3s 4516 E 5~ ~s ~ 0267 1217 50.15 512'01'07"E t Ot t3 06
L53 22.43 $03'30'04"E R 9r r ~ ~ . ~ 1218 22.99 „ ~ t 552 58 05 E 01/13/06 ADDED WETLAND FLAG NUMBERS WBH
LINE TABLE ALONG THE L54 16.46 $30'00'11 "E ^j1' "'p v' a130 ' rr „ ~ Ut Q . tS .s 0. R~l1N~ARY FRfIM C Tt7 F' I Q7 dd cna•~Q'nQ"r 1 z. i a, ~ I "~.f, b'Q b ~ N r L219 26.82 N 8' » ~t v. `Q „ . _ , ~n 8 30 40 E n~ nATV' Mrnrnlr
LINE LENGTH BEARING L56 29.28 529 37 34 E - • uz \ to y ~ L220 138.55 565'58'06'E =LF1 QVJINVMDTH-E
1-3 48.62 521 `3510 E G57 5.30 S87 4q 36 E o ! } ~ , rn ti o 0200 a r. L221 36.13 ~ S5fi 03 55 E
rv 1 ~D t L58 15.45 540•38 1 1 "E t a98 to t Nj ~,br I L222 46-11 S05.57'12„ E e
LINE TABLE ALONG THE L59 22.45 567`01'02"E 4D v114 J0 d t L223 6.51 " • o245 (22665 2 S45 53 39 E . L224 36.92 S25'07r15"E
BOUNDARY FROM »F» TO E L60 24.76 • b / t N$2 37,35»E " » 1-27 41 Std • L225 43.59 S19'3a' 1" x252 5 E
N82 37,35»E 0124 LINE LENGTH BEARING L60 24.76 ass E . t L9 111.64 " L61 26.26 » S213510 E S62 2412E r tV tip" j n o L226 45.32 S02 53r14nE EAST,
1-10 119.50 S43'16'24"E L62 22.75 S17'28'31 "E a110 ? p ? • L227 24.84 S20 42 35 E x203 E3~
1-71 194.77 S07'36'58"E 1-63 21.92 N88'33'26"E ~ i t to t 4 .alp L228 16.38 S07'44'37"E r'p L229 41.88 SI ' 4' " GROUP, P.A.
1-12 53.72 544 45 34 E 1-64 26.73 S70.1419»E / i 1.1 p 5 5 51 W Q cr ~ • ~ L230 39.79 50216,22 W ,
L13 25.60 S22 25 27 W L65 9.04 N73 32,02 E f • d L14 181.56 n ~r 1 Y L231 39.65 N70 00 2a e gineering •Architecture • Surveying aTechnology
883'37'1 5W 1-66 51.88 N38 0159 W a120 Ll5 227.59 S79'48'38"W L66 51.88 N38'01'59"W t ' L232 25.80 S27'1 5'55"E Box 7305,324 s Evans ll~ ' 10 0, 324 S. Evans St., Greenville, NC 27834 252-758-3746, 252--830--3954 (fax)
Ll6 66.68 566s05f1fi1,W L67 31.17 N09•31159,iE LINE TABLE ALONG THE WETLANDS L233 43.48 S86'45 44 E PROJECT TITLE 5 L234 15.16 N02 uCT mmi
L17 231.17 N13'26'14" W L68 47.79 N2143 55 E FROM D TO E (CONT.) y7 58,57E 021
1-18 147.03 51105r11 »W L69 46.19 N06 437'58"E LINE LENGTH BEARING 0152 1 • a 1- L235 22.70 N21'43'50"E . b L236 52-38 N07 27 46 W
1 7 r r n r,. L 9 5.35 S33 00 55 W L70 19.56 Nl l 59 43 E L95 26.89 S23 09 2q W „ » » MEANDER UNE AS TAKEN 0140 ' 1-20 141.90 509 3916E 1-71 56.00 N20 37 44 E 1-96 24.55 S35'28 43 E ~ L237 29.06 N26'58r14rrE VANDAMERE PROPERTY
•03 03»E L72 12.98 N78 13 02»E L97 37.53 S02'36 04'E FROM P.C. SL. 134-19 L21 76.42 S56 "A" a L238 23.35 N51"20'431PE: ~C2
(PROPERTY UNE 1S THE L22 74.23 N76023'30"W L73 20.79 S01*19'02"W L98 22.21 "47'36"E MEAN HIGH WATER LINE) • ! a I SO L239 24.99 N " s5'23 2a I~ 'LEAR WATER VENTURES, L.L.C.
1-23 262.61 „ 1-74 23.19 ~ • N50 37 45 W 549 23 56,>E 1-99 31.96 51517014 04 W Q , I CLEAR 0230 L240 65.78 S50'25'34"E } 0 1 tip L241 38.22 •48 1 1 " 20s S42 E "T'g1~NS
1-24 29.80 552 24 22»W 1-75 43.63 S27.33r19»W L100 26.61 S22#04'1 8"E y . ~ L242 31.61 7• " `•w ~ 0221 S2. 2611 E TOWNSHIP 4, PAMLICO CO., N.C.
L25 325.50 N59 04 07 W L76 66.13 500 29 50 W 1-101 1 f.84 563'3716E 1-26 40.90 542'52'04"W 1-77 15.15 520`04'44"E L102 21.43 N56'33'54"£ h 9.~. r a L243 73.82 1, DRAWING T.iTLE 1 q n212 0226 N68'51'41 E 1NG TiTIZ
L27 137.84 " L78 26.92 S76 0515 W 508 0912E 1-103 22.73 N241$ 59»E rv 1- L15 ft- ft L244 82.95 S8317'47"E
1-79 21.24 543 35 25 E 1104 47.63 Nq9•57 47 E w L245 14.08 N43'.02'05"E L14
LINE TABLE ALONG THE 1-80 29.65 L105 94.5 I cn 556 53 04 E 8 N2816 04»E L246 12.59 N1 3'50'59"W L247 27.70 N53'1 9'09"W
BOUNDARY FROM "E" TO "C" L81 15.00 559 17 49"E L106 14.93 557 57 23"E $o146 LINE LENGTH BEARING L82 30.46 543 0815E 1-707 42.50 503 43'24 W LINE TABLE ALONG THE WETLANDS ¢s L248 41.08 N74'50'1 9"W WETLANDS MAP
L28 21.23 N57'59'32"W L83 18.51 N65'09'20"E L108 12.37 829'19'32"E FROM "D" TO "E" (CONT.) L249 31.97 N65'49'02"W
L29 40.61 N06"38'26"W L84 61.96 N07'53'38"E L109 22.22 l 56619 24 E LINE LENGTH BEARING L250 16.97 " l N8109 02 W
L30 77.44 N49'0259"W L85 39.10 N44'56'46"E L109 22.22 866'1 L119 43.79 9'24"E 548 00 49"W MEANDER LINE AS TAKEN FROM P.C. L251 37.61 N60'42 24 W SCALE l2 -A" E DEPARTMENT
L31 61.95 567 5q 29 W L86 32.70 N30 0711E L110 18.92 N48 33 25 E L120 27.35 S09'40'1 " 0W L32 45.97 S27'20'49"W L87 17.28 N14.47'32"W 1-111 20.35 N88'11'30"E L121 32.88 ' '46" St.. 1,34-19 (PROPERTY LINE IS L252 29.19 N52 53 39"W 1 100, THE MEAN HIGH WATER LINE) L253 20.70 N79'37 54„W 100` SURVEY
529 06 W L33 34.35 N88'19 06»W L88 77.29 N1l'55'17"E L112 41.25 N42'59'00"E 1-122 30.37 L254 22.08 N .1 " DRAWN 8Y 56 317 W M BY DATE STARTED SHEET No.
548 02'05 W » L34 66.23 N52'09 34 W L89 14.54 574"19'09"E L113 27.10 N22'27'41 "E L123 21.79 550'13' " 56 E L255 13.31 WBH N88-59'02"W H 02/02005
L35 58.89 N04'13'12"W L90 38.44 515'06'25"E L114 13.09 N63'1 4'49"E L124 21.68 " 523 3$ 52 E CHECKED KED DRAWING No.
L36 39.09 N38'39 23 »W L91 20.75 S81'50'53"E L115 45.82 Sl1"14'49"W L125 25.21 50316'29"E
L37 67.41 N80•13 04,>W L92 11.63 510'01'59"W L116 42.01 542'2552"W L126 21.07 r, 50212 39 W L38 115.99 N46"08'35"W L93 32.61 567'37'09"W L117 26.85 511'01'18"W L127 51.32 „ 100 50 U 100 APPROVED 'oVED
524•15 45 E 1-39 362.23 N653217»W L94 62.02 S01 42342"E L118 33.38 S20'24'53"W 1-128 13.33 Sl7-56'57"E
PROJECT NO, GRAPHIC SCALE: 1" = 100 ECT NO,
200401*" 0040330.
° THIS DRAWING IS THE PROP11tTY OF THE EAST GROUP, P.A. ANY USE, REUSE, REPRODUCTION, DISPLAY OR SALE OF THIS DRAWING WITHOUT WRITTEN CONSENT OF THE EAST GROUP, P.A. IS STRICTLY PROHIBITED. (C COPYRIGHT. THE EAST GROUP. P.A. 2001 }
- - - -

r
SEAL SEAL
NOTES:
souRCE of TITLE WETLAND AR A E TA DLE
INA TATS PLANE COORDINATES WERE " " 1 NORTH CAROL S 4 T } DB 149 PG 6 1 (TRAC A) n n ESTABLISHED USING A TRIMBLE 5800 GPS UNIT, STATIC gg~~B 441 PG 386 rTRACT "B» WETLAND AREA S LINE - NE WETLAND APEA S I.iNE WETLAND AREA S LINE LINE TABU
. U ` ) n n ~0~ FIELD PROCEDURES AND WAS PROCESSED BY THE TABLE FROM S TO g1 _ _ „ WETLAND AREA S 1 F M T 6.12 AC. ~ I TABLE RO S 0 g1 TABLE FROM g26 TO T" LINE LENGTH BEARING
' L--~° TI NAL GEODETIC SURVEY ON~-UNE PROCES5ING SERVICE. ~ NA 0 » LEGEND LINE LENGTH BEARING ARING LiNE LEI~lGTH BEARING LiNE LENGTH BEARING L1 26.97 ~ ' ~ N24 5016E 5 „ „ . , WETLAND AR r~ „ EA T
1226 1225 2} THIS PROPERTY IS LOCATED IN ZONE AE AND IS ...i'~' WL380 29.96 N27'S0'37"W ~ LOCATED IN A SPECIAL FLOOD HAZARD AREA AS TAKEN EIP =EXISTING IRON PIPE WL381 36.92 N07'S4'39"W 0.23 A . Cf 50 37 W WL415 31.91 N77 08 46 W WL450 56.61 51919 24 E L2 60.01 0 573 22 02 W G , WL416 4;x.30 WL451 39.94 " L3 11 ~
FROM N.F.I.P. RATE MAPS DATED JULY 2, 2004 COMMUNITY N TAK EIS =EXISTING IRO S E » 54 39 W _ N57 33 41 W N62 25 54 E 2 22 575 4618E Q WETLAND AREA F , U Q. , „ Q5 AC. f 56 30 W WL417 2~J.28 N50'41 21 W WL452 21.90 N7$'21 03 E L4 142,61 ~ 575 4618E ~
PANEL NUMBER 3720750200) & 3720658200) WL382 27.29 N67 56 30 W sly EPK =EXISTING PK NAIL „ BASE FLOOD ELEVATION = 7 M = XI TING CONCRETE MONUMENT WL383 24.12 565 5132 W ( EC E S 5132 W WL418 4.e~.20 579'26 32 W WL453 _ 62.07 N85 40 40 E L5 144.45 522'4919 E
GRIGGS ROAD ~ IT E OMMITMENT WAS PROVIDED WL384 37.25 N7 ' "W 3) NO TITLE OPINION OR T L C NIp =NEW IRON PIPE 8 5813 58'13"W WL419 21:3.23 585'03'16"W WL454 46.80 579'01'42"E L6 133.05 " _ 534 4419 W
1221 T TIM OF THIS SURVEY. TO THE EAST GROUP AT HE E WL385 15.03 " R/W -RIGHT-OF--WAY N23 22 27 W T IMIT F THE 4} WETLANDS LINE TABLES RUN ALONG HE L S 0 C L -CENTERLINE WL386 23.18 N52'06'08"W 22'27"W WL420 26.53 N02'S5'17"E WL455 41.88 548'36'35"E L7 127.08 „ w_ s67 59 23 W WETLAND AREA W 3.24 AC. f
/ - WETLANDS LINES FROM FLAG TO FLAG AS PROVIDED BY p INT T o = NO 0 SE WL387 18.81 » 06'08"W WL421 2 .77 N04'S6'22"W WL4~56 59.23 568'47'24"E L8 122,49 N64'29'43"W 29'51"W WL422 37,50 S70'41'22"W WL457 55.87 577'01'33"E L9 104.10 »
122o N38 29 51 W AN MANAGEMENT LLC WILMINGTQN NC C o PAUL L D ( ) / =NOT TO SCALE ~a~ W b L388 50.36 573 4519 W S52 55 47 E WETLAND AREA X 45'19"W WL423 2f3,44 578'42'39"W WL458 70.07 556'46'48"E L10 145.33 „ _ sa4 24 29 w
~ ~ PARLEY. 1 ~ W T AN F A N MBERS TYPICAL a E L D L G U { } » p ~ WL389 33.41 N 53 29 31 W 29'31"W WL424 3(?.54 N34'06'32"W WL459 55.46 4'17'20"E L11 53.72 „ " » S5 N77 23 58 W IN TRACT A 3.26 AC. f
WL390 18.91 N 7' 1' "W 2158 / » '11'58"W WL425 29,21 N72°32'33"IN WL460 ~ 37.35 546'58'44"E L12 45.66 ~S81"33'58"W
WL391 27.08 N31 19 54 W WL392 29.57 " 19'54"W WL426 41.13 S14'32'29"W WL461 36.22 N69'S6'49"E L13 114.85 " s55 0120E WETLAND AREA X
S61 36 06 W WL393 20.03 N77'S4'18"W 36'06"W WL427 33;1.21 S41'16'2 "W WL462 11.20 7 • ' „ L14 89.40 , „ _ 5 S 6 38 28 E N76 35 27 E '54'18"W WL428 4!a.1$ 568'43'05"W WL4~63 51.51 N07'45'S4"1N L15 125.19 u u 5015146E IN TRACT B
WL394 23.87 N76'20'44"W 1.07 AC. ~ 20'44"W WL429 51:3.5,6 536'47'10"W WL464 39.72 N03'47'37"W
NOT TO SCALE WL395 34.72 N15°59'24"W 59'24"W WL430 7:x.60 S16'20'39"W WL4~65 ~ 27.58 N59'23'37"W
WL396 29.32 N36'44'18"W 44'18"W WL431 3'l,98 574'55'40"W WL4~66 36.25 N76'S9'45"W
WL397 32.90 N67'OS'46"W n n WL398 37.53 579'36'20"W „ WL432 5;p..77 WL467 ~ 58.85 , WETLAND AREA Z 08 46 W N40 3512 W _ N73 32 51 W Q.3D AC. ~ 36'20"W WL433 21.95 N34'21'37"W WL468 ~ 49.70 N88°44'48"W
WETLAND AREA X LINE LINE TABLE FOR UPLANDS TO TABLE FROM "B" TO "C" BE EXCLUDED FROM WETLAND WL399 18.11 N45'33'09"W 33'09"W WL434 4~1~.12 N69' ' WL4.69 ~ 37.63 " . 03 05 W N56 37 01 W •
LINE LENGTH BEARING AREA "X" FROM i23-~i31 WL400 34.91 N34'29'00"W 29'00"W WL435 2c;i.31 N41'S2'35"W WL470 39.61 N58'32'39"W
WL140 67.56 N41'47`51 "E LINE LENGTH BEARING WL401 46.96 N88'04'36"W 04'36"W WL436 35.87 N52'S7'S9"E WL471 ~ 43.40 N '1 '4 "W 80 5 3
' WL241 52.89 ' 4" W'L402 30.67 N52'i1'14"W WL141 27.91 N64 55 28 E 527 53 5 E '11'14"W WL437 4I.3D N76'18'38"E WL472 40.20 „ N8102 53 W
WL242 42.71 ' WL403 23.56 N01'04' 1 "W WL142 40.50 N34 5411 W 50413 04 E 2 » WL404 39.72 N54'37'50"E 04' 1"W WL438 4~i,38 4' „ WL473 _34,11 „ 2 N3 43 38 E N63 42 46 W '37'50"E WL439 34~i.J0 N35'32'S1"E WL474 36.28 N ' 7'18"'W
WL143 43.29 N32"18 30 W WL243 33.82 520`07 39 W WL144 43.2 7 N26'36'06"W WL244 57.40 SO4'19'S1 "W WL405 31.41 580`55'41"E 58 2 '55'41"E WL440 47.23 N05'S4'46"W
WL345 45.25 N62'34'41»W WL245 18.02 S26"14'06"W WL406 42.60 581'44'47"E 44'47"E WL441 11,63 N85°36'24"W ~WElAND AREA "S" UNE
' » WL246 31.48 N76"50'47"W WL407 36.76 N84'31'07"E WL146 52.95 N55'16 35 W '31'07"E WL442 2e~.6i} 526'35'01"W _TABLE FROM "U» TO "V'r HIGH WATER MARK OF
WL147 87.40 N77'39'28"W WL247 39.59 S89'15'43"W WL408 41.34 N76'14'00"E „ » WL409 42.88 N87'40'32"E '14'00"E WL443 39.75 47' 7'1 "W LINE LENGTH BEARING _ 5 2 8 f VANDEMERE CREEK !S
WL148 21.88 N12'0519 W WL248 66.68 N50`51 12 W WL149 69.99 N55°56'37"W LINE TABLE FOR UPLANDS TO WETLAND AREA "U" LINE WL410 53.48 567'13'00"E '40'32"E WL444 50.61 533°18'55"W WL480 28.0$ 56 ' 1" 7" THE PROPERTY IN 8 3 3 E L E , '13'00"E WL445 52.51 S62'40'15"W WL481 59.39 576'08'20"E
N TABLE FROM "N" TO "P" " WL150 9.32 N48 42 32 W BE EXCLUDED FROM WETLA D WL411 35.23 553 22 25 E '22'25"E WL446 2'%,26 N87"16'0 "W WL482 44.99 „ UPLANDS _ 0 N83 04 44 E
» "X" FR M i 3-i31 ~ ~ » WL151 74.28 N07°1013 E AREA 0 2 LINE LENGTH BEARING w WL412 27.Q8 589 5215 E '52'15"E WL447 21.56 N56"53' "W WL483 21.12 ° „ G~ 32 N7816 55 E
WL152 23.76 N80°59 34 W WL249 65.18 N48'34 35 W WL350 33.18 N85 40 26 W ~ WL413 39.67 N13'0011 E '00'11"E WL448 51,37 N37"25'35"E , „ ~ , n tt`~'
. " WL351 30.87 » ~ WL414 41,51 „ WL153 53.63 N71 52 39 W WL250 23.67 N13 08 53 W N64 40 49 W N03 43 07 W 43 07 W WL449 50,76 N11'18 42 E „ „ n4 ~ 1n , U nz n3 ~ ~s
WL154 45.71 571'46 32 W WL251 19.92 N21'12 33 W WL352 33.89 N23 50 32 W WL155 219.80 570'37'12"W WL252 118.54 N66°28'52"E WL353 20.23 N83'28'20"E W ~ ~ WETLANDS . „T„ W ,
WL156 9.22 N26°55'05"W WL253 72.08 N79'02'57"E WL354 35.42 556'58'58"E \1 °-ia~-10 a-~101 - a- - 7 _ ~ a 100 98 0 9 0 98 - i.t~. `~P
WL157 84.70 N68'28'06"E TIE LINE FROM ECM "AA" TO i23 WL355 11.41 565'40'50"E '(Q ~2ti' n-102 a-95 ' ~ 26 a-99 ~ ~ g a-83 UPLANDS v
WL158 67.54 N72'26'14"E LINE LENGTH BEARING WL356 38.67 560'30'23"E a a-85 °-93 ~j a-86 a-87 0-88 a-92
WL159 34,60 N11'16'10"W L20 509.47 N70'58'22"E ~ a-82 a-91 ' » rr ~ ~ "5~ a-St
WL160 28,74 576'54'47"W WETLAND AREA "T" LINE WL161 38.21 ' 7" WETLAND AREA "W" LINE TABLE FROM "Q" Tq "R" 570 31 3 W WETLAND AREA S n-9o 1 ,,.r,~g ~o ~ w
WL162 15.99 N16'S6'33"W TABLE FROM "F" TO "G" LINE LENGTH BEARING '`~h 99 10 °-79 0-76 °-7z ~1sc l8 n-st ~ 9 925 a n-75 a-71 -7
WL163 33.64 558'43'07"W LINE LENGTH BEARING WL360 11.62 N16'09'21"E 91 98 n-69 9 ~ 0-78 a-73 97 g10 924
WL164 40.15 536'56'21"W WL260 27.60 N01'59'00"E WL361 14.22 N64'09'20"E a-74 a-68 JOSEPH L, GWALTNEY, et ai z s11 g2z 923 n_ a 4~, d
WL165 40,52 569'57'57"W WL261 29.03 N10'01'21"E WL362 7.21 S73'04'21"E 9 96 a-67 a ~ ~ DB 247 PG 299 9s a59 °-so a-65 a-66 Q
WL166 24.54 N88'58'13"W WL262 59.48 N17'08'S4"E WL363 38.70 N79'S2'50"E WL167 41.21 587'34'19"W WL263 28.60 N08°03'11"E WL364 36.82 N68'39'39"E MB 4 PG 16 qi gi2 921 a-610-62 L11 913 WETLANDS ~,~2 5
WL168 50,95 N37'S7'14"W WL264 60,25 N12'13'46"E WL365 27.81 N06'11'42"E 9 ? a58 3. 1 ~y1 g14 a57 a52 6yo g15 16 051 1~`
WL169 50.17 553'32'31"W WL265 50.21 N12'37'39"W WL366 22.08 N20'07'12"W 1 t g n56 a55 asp a46 ~ SOIL ROAD ENDS 9t7 g19 a54 a53 45 a42
WL170 48.19 » WL266 53.79 N12'47'09"W WL367 25.86 N34'43'06"W N03 58 52 E 6a' WIDE RIGN`C-OF--WAY AND ACCESS EASEME ACCESS EASEME T 11 918 a4o a37 N a36 „ ti 049 a47 039
WL171 19.64 559'16'53"E WL267 35.20 N10'25'S2"W WL368 14.03 N63'30'35»W (REFERENCES: MB 4 PG 11, MB 4 PG 16, P.t WL172 43.92 N69'29'27"E WL268 40.26 N19'36'51»E WL369 12.14 N32°45'11"E s~. 124-•5; p.c. "A" S~. 134-lac R.c. '"A" s~ 4 PG 16; P.C. A a46 -20; P,C. '"A" SL 135--1} 60' WIDE RIGMT-OF-WAY AND ACCESS EASEMENT a43 036 a35 ~
WL173 27.10 N35'25'24"W WL269 58.30 N29'42'06"W WL370 10.74 N83'59'34"E r. „ „ F. ,r . a (REFERENCES: MB 4 PG 11; MB 4 PG 16; P.C, A a30 „ 'z* / '`f ~ ~ ''J" SL. 124-5; P.G. "A" SL. 134-20; P.C. "A" SL. 135-1 029 p+~ S" 6'.
WL174 23,21 N11'03'30"E WL270 33.89 N55"46'16"E WL371 25.96 S74'44'23"E ' , ~ } / O. / ~ y ~ „ „ 028 „ „ '~r ~ d~ .O°H a22o230 4 5 a2 R cP.
WL175 40.79 N73'30'30"E WL271 26.50 N37"43'37"W WL372 47.25 576'28'24"E SOS ~ /O O o1 n6 » u
WL176 14.84 N81'21'28"E WL272 41.22 N37'S4'23"W WL373 29.84 S83'28'43°E WL177 56.64 512'52'27"W WL273 24.78 N87'05'S7"W WL374 26.57 551'32'54"E `~o'~~,.,~\ ~ Q, „ „ azo a1a WETLAND AREA T / O j0 ~O"'.a ~ r' s ~ X46'. G e48 e47 42 a19 ail k6 • ~ 's ~ 0.0 ~,~'S• U f2 041 a16 ,~y9.
WL178 30.30 S14'38'4O"W WL274 45.95 N79'18'31"W WL375 34.32 586'46'46"E NOW OR FORMERLY / ~ r~, n r' D G'' s 0 W c40 0l yi,:
W 17 4. WL275 43.15 WL376 27.81 " L 9 2 55 562 2120E 579 00 52 W N55 36 59 E ELAINE SADLER ~ ~ e29 ~ o~y „D„ eza e3o WETLAND AREA U atz 0~~• s a4 n5 „0„~,•
WL180 26.67 N76'20'44"E WL276 31.37 N24'S9'12"W WL377 24.03 N60'06'41"E DB 144 PG 191 Ex. soli DRn • / 'S' 'L e31 a6 EX. SOIL DRIVE 9. ~ e27 a3 „ ~
r WL277 53.75 N58'39'15"E WL378 17.24 N56'34'12"E MB 4 PG 16 (W1Q~ VARIE WL181 28.6 N49'28 26 W WL182 28.96 N20'57'41"E WL278 48,68 N62'S6'06"E WL379 50.46 574"37'20"E . (WIDTH VARIES} ~ / f5 e26 a2 O'' r \ „N„ O
W 1 0. 7 WL279 68.36 S6 '45'52"E ~ L 83 2 3 N49 51 20 E 2 f / e25 ra n ,9 cfl. . " ~ ,r fll f1o ~ WETLAND AREA W
, „ 1 NIL184 31.75 N85'S9 02 E WL280 39.9 560 56 36 E f ft ~ e24 EIP O % . ' :~i,. e23 N - 533,868,339 (GRID) f17 022
' WL281 34.83 '4415 E 1 WL185 25 79 N71 10 33 E N86 , , » » f f ~ , 'S E - 2,701,431.365 (GRID) r ' . 1~ / fi3 ~ tls e2i
WL186 22.34 N78'42 44 E WL282 52.57 N26 41 02 E ~ / > „ ~ » n n ( ,rr / 12r f15 f16 fl9 , ~ / 336 fl4 e19 020 0~
WL187 57.68 N36'27 02 E WL283 9.61 N46'44 28 E TRACT A l r , ' » 4 95.68 ' » f WL188 17.90 586"14 45 E WL28 N10 31 22 E ACREAGE DATA f / 55 121 ~p ~Q e-1$ ~
WL189 20.66 7 ` WL285 40,77 N26'4711 W f ' S 0 32 46 E I, 123 120 O O ~C1 f21 157 154 151 ti ~ 150 124 e17 e13 ~P g
° W 6 32.99 ' TRACT "A" / Isa WL190 ..2.75 S34 22 01 E L28 N13 38 42 W , » 10,12 ACREa ~ INCLUDING C~~ i6 158 r f22 , , c16 ei2 t"~~ fl' 0 i4g 119 ~ e11 ' ` ~ 153 ~ f 125 ei5 014 ,
G~' ~ WL191 29, 87 51149 37 E 1 0~' Isa Ise . " .07 ACRE5 IN WETLANDS ,r ~ 16s i61 152 f23 c9 ~ 2 q ~ (69 168 167 162 zl-; 148 135 I~PLAN€)5 126 es 0 • O i6~4 ..k,." 134 118 010 a h
WL192 24.50 N5O2640E WETLAND AREA W LINE ~ Is~sa n " DB 14,a PG 641 ~ WL193 35.93 N84°41 47 E TABLE FROM e48 ' 165 163 ~ 117 f24 e5 , +q
i96 197 W 1 4 38.55 LINE LENGTH BEARING Is Ian L 9 N5614 50 E iBZ Isa 165 n47 X33 tz7 , , e4 e6 e7 2'` VANDEMERE CREEK PROPERTIES, LLC rro i6 f p0 ,,^~Q 194196 197 11041106 131 116 25 ei ~ .p~~J DB 440 PG 671
' W 7 57.56 I~ WL195 26.47 L28 S76'00 26 E 'r~' ~ n< N31 32 35 E CASHVILLE INVESTMENTS, INC. Isa Iss 1103 129 128 128 115 114 i13 17 i5 12 ~ „ » „ „ P,, A SL 141-11 195 WETLAND AREA X i f26 e2 5
» 44. ~ , r ea WL196 24.65 N27°55 04 W WL288 36 N29'38 38 E DB 394 PG 296 Is n w n » rr ' ~ rp lab ~ 19 i9 1114 y. ~L'; 112 14 f27 Oi 19 1111 Iii it ~ "K"
WL197 16.94 587'04'46"E WETLAND AREA W LINE PC A SL 124--5 k9a ~ lsl ' » TABLE FROM "J" TO "K" MB 4 PG 16 /r ~ 1° r EIP z~. 1113 ;,i~,. li 1114 1117 f28 6+ t~ ,
WL198 27.34 N79 04 57 E r Iso ~o ' " LINE LENGTH BEARING lay 'as a101 WL199 18.04 N20 04 57 E r`~r, 01 n1s ;119 i2 ~5 N.C.G.S.M.
1 " WL289 36.96 » WL200 9 66 N67 28 28 E 517 38 40 E it f29 ,~1Q „ „ Ilzo nz3 """M 62.`x. PENN 1935 1121 3g 58" "E" "F" . N w ~ ~ 529,763,301 FT. (GRID)
WL201 38.87 N75'41'31 "E WL290 50.41 S10'44'S4"E r, r " n , " / ,'a~ r If~AVT B nz4 ~t,. ~ 2$x•87' s o E = 2 698 504.770 FT. GRI ,T B ~e , ( D)
WL202 38.93 S15'00 05'W WL291 42.19 561 `10 33 E 4 ~ ACREAGE DATA , » ° , » „ „ 16' .a``a• ELEV. = 3.24 NAVD 1 8 ~E DATA ( ~ 8) B ,
r WL203 27.69 507'3616 E WL292 47.24 S52 2314 E / ~7.~/r n " WL204 23.96 568'02'32"E WL293 28.50 509'34'23"E / ~ TRACT B EIP F k' \ ~ a , n q 1 5~ 9 rT B \ . ~""'-_-1
» » 52.12 ACRES ~ INCLUDI~ WL205 28.93 N59 5911E WL294 42.17 547 54 38 E ~ INCLUDING ~ a o, ~
13.64 ACRES t IN WETLAP WL206 13.98 54157 28 E WL295 63.33 N63 3313E . „ / DB 441 PG 386 ~ IN WETLANDS ~ .s PG 386 ~P
WL207 24.34 559 06 42 W WL296 61.12 N64 0919E : ~ .i DB 259 PG 226 PG 226 ~ L EIS ~ •y_ ~Fv
WL208 27 36 x0619'31 w wL~~~ ~~•5~ 529 Oo 3s E ~ (INCLUDING LAND CLAIMED . 1 n r » EIP ND CLAIMED 8Y g~` Y / ; AMANDA VOIJVA FINCH N0. DATE RI ATE REVISIONS BY
WL209 32.87 584 4917E WL298 80.77 S67'S212 W JMG TIMBER CO., et ai) » r rr ` ~ 1a A DB 356 PG 533 CO., et ai) ~
WL210 124.36 N69'4013 E WL299 31,69 511 45 43 E ' 1 ` ~ WL211 104.38 N73'19 44 E WL300 38.04 N54'28 43 W ~ ~a s• ~ ' ,ik ~Ca ANNIE MILLER SOUIRE5 HEIRS f'~ g ~ p6 9 PG 322
~ ~ gas / ~ WL212 117,47 N72'04'S5"E WL301 53.23 554'52'11"W ` ` 12 ~ Ca 6~' 0 / ROAD MAINTENANCE - ' THE
r rr + 60~ WIDE RIGHT-QF-WAY , ~ WL302 36.46 ~ WL213 166.98 N69 21 46 E N3816 32 W AN6 ACCESS EASMENT ~ 2 ~ N ENDS HER AMANDA VOLJVA FINCH ~ p 1 P 3 E C DB 358 PG 886 ~ Ike
WL214 195.13 N75'15 41 E WL303 37.27 N62 46 30 W Pc A SL 141-i1 " » n . . ~ •~,o EIP WEnAND AREA Q 5 ~ 4, ~ , ~ P AMANDA VpIJVA FINCH EAST
w 4 / , ~ z L304 3 .84 N57 28 51 W rs » n r n ~ k~1 / Dy ~ DB 358 PG 886 r P
WETLAND AREA X LINE TABLE WL305 28.63 N85'31 34 W , n n rr r. r » \ • r 60 WIDE RIGHT-OF-WAY ro FROM ECM AA TO D WL306 43.22 509 29 23 E t NIP AND AGGESS EASEMENT » » NOW OR FORMERLY ~
+ » l ~1 DB a52 PG i3 r° EIP BB LINE LENGTH BEARING WL307 47.10 506 5213E , , „ ~ ~ , CARROLL ELSWORIH VOLIVA, et ux E DB 275 PG 343 GROUP P.A.
» _ r » 1 P.G. A SL. 12Af-5 D WL215 13.38 S69"45 45 L WL30$ 26.14 541'44 03 W ` , , » ~ ~ \ r~ ` D6 227 PG 789 D6 208 PG 571 ¦Eng2~,eertirzg ¦.AT( .eering .Architecture ¦ Surveying a Technology
WL309 36.92 557°27 06 W ` ~ p ro ~ ' ~ ~ 6 \ Box 7305 3 4 n 2 S Ear s 5t„ G V ~ NOW OR FORMERLY 124 S. Ewns St, Greenville, NC 27834 252--758-3746, 252-830--3954 (Fox)
WETLAND AREA "X" LINE WL310 35.95 500'53'56"W 2 m ~ , w 1`~'k TABLE FROM D TO E WL311 2$.05 545'43'14"E ~ p r= D ~ CARROLL ELSWOR7H VOLIVA et ux ~P / c: Q ~ DB 275 PG 343 PROJECT T1TLE TITLE
r » ~ \ LINE LENGTH BEARING WL312 21.46 501'19 57 E o ~ \ ~ ~ / , / / p8 227 PG 789 ~ o ~ ~ Da 2D8 PG 57~
y ~ \ ~ WL216 131.22 574'49 56 W WL313 20.72 557'35 03 W o- ~ . ~ y ~0 ~ ~ ~ ~ ~ \ 0 ~ 5~'
WL217 107.06 WL314 46.70 ~ ti ~ ~ \ S73 54 02 W 573 05 33 W , ~ p~0 ~ \ m0 ~ r rr , r n ~ ~G p~0 ~i
WL218 172.25 569'13 57 W WL315 23.36 514 3718E ~ ~ ~ G pp,~ ~ ~f ~ JTC INVESTMENTS
WL219 43.99 WL316 34.71 \ ~ 9 C 520 05 58 W 514 42 36 E / c~ , ` ~5 ~ ~ ~ r » r rr ~ ~ / ~ NIP WL220 37.00 S30'14 55 W WL317 45.70 536°0716 E o ~ SCALE: 1 ° = 100' 200 100 0 200
~ t~ 'L \ s » \ WL221 57.69 515 31 31 W WL318 23.78 507'4710 W o ~ 9 \ , q`~ 17 ins J
WL222 6,4.69 1 7 50 WL319 21.53 8 'S4 33 ~ a S 52 E S 8 E ~F` ~ 1\ ,~,s~, A GRAPHIC SCALE: ~ n= 200' T®~UN ~N I P VN IP NO. 4, PAMLICO CO., N.C.
WL223 34.35 514'04'35"E WL320 41.62 N$2°32'33"E n O •op~~, ~ PROPERTY LINES INpEF'INABLE y< \ INDEFINABLE DRAWING TITLE 'TY LINES ARE ;~9 TITLE
W rr W ~ ~ G~ ~ F ~1 ~k BY DEED (PROPERTY LINES AI L224 38 53 51618 23 W L321 18.76 512, 23 39 W \ p , ~o r, ( ~ 1 ~~5 g APPROXIMATE AS .TAKEN FR01 WL225 24, 35 530 42 47 W WL322 35.92 548 4018E ~ ~ 5 ~ TAKEN FROM X16
~ \ PAMLICO COUNTY TAX MAPS WL226 45.71 547 32 25 E WL323 41.7$ 51410 23 E , TAX MAPS)
WL227 71.76 588'07'41 "E WL324 20.38 N75`43'08"E Ex. SOIL DRIVE ~Q~ ~p jt 5
WL228 67,78 » WL325 .77 (WIDTH vARIE5) 519 55 45 E 29 S33 00 08 E ~'O~ WETLANDS MAP
WL229 38,16 540'42'40"E WL326 16.84 565°25'11"W ~1~. n » » 60 WIDE RIGHT-OF~WAY ~ WETLAND AREA Z LINE TABLE FROM '1 T~ WL230 41, 52 577'01 52 E WL327 32.46 AND ACCESS EASEMENT ~ k' :FRAM '1 TO "A~ ;9 ~4 ;22 m j23
N88 5919 W ~ „ 5~ LINE LENGTH BEARING LINE LENGI WL231 44.89 N88'09'S7"E WL328 28.94 N88'43'08"W PC A SL 124-5 t , LENGTH B ARIN E G '~o > ~0
EPK WL100 31.79 N07 38 02 W WL112 48.7; WL232 40.06 N52'39'57"E WL329 40.72 575'26'46"W WL101 20.09 N40 3718 W WL113 60.7' 2 48.73 iS ~ N46 44 31 E '11 SCALE 3 60.71 N21 12 58 E . 'Ij DEPARTMENT
WL233 54.09 N65'S4'S9"E WL330 32.78 S55'S7'25"W 1 » WL 02 15.82 N12 20 28 W WL114 4.20 4 4.20 ~ ;~5 ~ VARIES. A5 SHOWN N63 4128 E (AS SHOWN HEREON) SURVEY
WL234 51,04 N78'17'14"E WL331 50.21 507'03'27"W 1 » ~ WL 03 32.15 N5319 32 W WL115 43.6. 5 43.69 S18° 7' "W ~ ;T2 DRAWN 8Y DAi1 2 20 1 Y DATE STARTED SHEET No.
WL235 35.45 531 `41'33"E WL332 16.36 513'32'10"W W 1 » L 04 39.85 N 88 30 47 E WL116 46.61 WL236 53.62 518'42'07"E WL333 27.18 503'06'32"W » r 6 46.68 S19°57'21 "W WBH 11 i~'7 11/21/05
WL105 57.11 N05 55 20 E WL117 41.5 WL237 45.64 520'16'18"E » , 7 41.52 S1 O'39 31 E CHECKED j5 ` ~ »A" DRAWING NO.
. ~ » WL106 31.75 N37 03 53 E WL118 29.9, WL238 32.04 507 3519 W » ~ WL.107 40.69 545 37 20 E WL119 41.8; 8 29.92 535'52'32"E .i4 , 9 41.87 579'42 22 E ;2
WL239 35.28 S08'39'38"E o V » WL108 27.41 S13 26 59 W WL120 50.8' ~J 2, APPROVED :0 50.87 S65'41'48"W jl R
WL240 37.34 510'34'52"E / ~ , r R.1 WL109 25.77 550 27 35 E WL121 14.0 > ~ ~ .1 14.04 S64 58 40 W
/ WL110 66.76 „ W N20 3419E L122 57.7 PROJECT NO. .2 57.71 S41'27'S5"W NO. Sul
WL111 28,35 N14'49'25"W WL123 21.9 3 21.99 514'54'55" E / . D50290
THIS DRAWING 15 THE PROPERTY Of THE EAST GROUP, P.A. ANY USE, REUSE, REPRODUCTION, DISPLAY OR SALE qF' THIS ORAiMNG WTTHOU7 WRITTEN CONSENT Of THE EAST GROUP, P.A. 15 STRICTLY PROHIBITEp. 8! COPYRIGHT, THE EAST GROUP. P.A, 2g00
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35 01311-+- ~ 3 I n MERRITT !.6 M~l~ 3 (QRfENTAIJ ~ 34] 34$ l~.al i 34~ ' WNORTONSVILI rrh~o ~ ~ 341, MERRITT 2.1 Ml. 42 z sso oba FEET Q4 30 45 46 ORIENTAL 7.6 Ml. 565411SW 7U 45 ORIENTAL 8 Ml. LOGICAL SURVEY RESTON. VIRGINIA.-1993 / WHORTONSVILLE 2.4 M I 351°0°"'E ry / ~0 71301
8 wm ~ Ma ed b the U.5. Coast & Geodetic Survey ROAD CLASSIFICATION
a~ pp Y SCALE 1:24Q00 P~S~ Revised b the United States Geolo ical Survey * 1 z 0 i M~~E e~~~ Y ~ ~ Primary Light-duty road, hard or
~a h~ C and USCE E o 0 000 300o aooo 5000 sooo ~ooo FEET Control by USGS, N0S/NOAA { i ? . cN laa o lao 2 hard surface .way..........x-,. improved surface..
aerial Kato ra hs 1 Kit.oMErE~ Pfanlmetry by photogrammetrlc methods from p g p 1 s 0 Secondary highway, hard surface Unimproved road
I netable surve s 194$ g' taken 1946 and 194$. Topography by p a Y Aso n~~>.s a°5$'
Field checked 195Q 1~ n41Es n.,,;..,.+,,,., ti.,.t 1f4 rlrt(l.fnn~ rsrirl4irlrc• Nnrhh ('arnlina rnnrriinata ,;~*b,•nb~r, rrr°rcr,r,ni c ccc~r Interstate Route U. S. Route 0 State Route

i
• 15 14 13 12 11 10
9 ~ 7 6 5 4 3 2 1
s a~ s a~
/ i W ,
_ - - ~ - - - 1 j ~ =o o P~ o~ P~ o~
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P - - - i \ / \ I i
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- PAMLICO PACCING CO. INC. z ~ ~
Y~ I I DB 259 PG 226
f. DB 403 PG 160
\ / A I ` T+ „ P . C. A S L. 134- 20
\ ~ I \ ~ 1O I 1 ~ ` r SITE DATA:
TOTAL ACREAGE ..............................26.32E (TOTAL)
o JMG LAND & TIMBER, INC., 0 ACREAGE (UPLANDS} .................................12.81 AC.
e t a I ~ \ ~ OPEN SPACE (SEPTIC AREA} ....................2.39f AC.
DB 380 PG 322 ~ ~ PROPOSED W000 LINE ~ 1 ACREAGE R/W .............................................0.91 AC.
i NUMBER OF LOTS ..................................................15
LINEAR FEET OF STREETS .............................578 LF
- _ . / ~ AVERAGE LOT SIZE (TOTAL) .....................1.53f AC. AVERAGE LOT SIZE (UPLANDS) ................0,85~ AC.
X~j EXISTING ZONING
~ \ ~ I~; TOTAL IMPERVIOUS .........................208 AC. 112.9%}
PARCEL # ..................................................K040-022
N I I ~ ~ 'r , 4 ~ :v N PIN ~ .................7503-1324-19000
1 ~ x- ; CO
SITE DATA: ENTRANCE ROAD TO SUBDIVISION
/ ~ I \ f~ ACREAGE R/W .............................................6.58 AC.
I I z ~ , r'! . LINEAR FEET OF STREETS.......... ...................4,715 LF
o v ii-• l ~ TOTAL IMPERVIOUS .........................2.16 AC. (32.8~~
20' ASPHALT DRIVE C~ I \ ~ ~ - ~YJ$ If ^
~ ~ \ r yt , fi fi 1C i ~ I i GENERAL NOTES:
~ / / ~ ~ 2° SCH 40 I n I M ~ \ / / PVC FORCE y END PUB ENQ PUBLIC R W r , i{'° .
/ MAIN. ~Y?. ~ '~a STf~:k. `~47 ~ 5p0 LF DIRECTIONAL BORE ry }s \ A3e ~ ~'j ~ I ~1., f ~ i. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM FILL AREAS ~ PRIOR TO PLACING FILL. ANY QUESTIONABLE OR UNSUITABLE SOIL
\ / (4° I.D. WATER MAIN,, 3°' ~ o ~ ; ~ 9~ r / OPEN SPACE s ~ CONDITIONS SHALL BE BROUGHT TO THE ATTEN110N OF THE ENGINEER.
\ ~ SEPAR~4TION SWALE IN ~ \ / ~ RIPARIAN ~ z o / ~ p 2.95 v. ' FOR SEPTlC ~ ~ a23.a7 IN SWALE ~ x~ , 3 2. ALL FILL SHALL BE COMPACTED TO AT LEAST 95~ OF THE STANDARD
2.85 r t F~ ~ s 1(+" r.." ~j.'~' if J k' ~~tti~- PROCTOR MAXIMUM DRY DENSITY (ASTM D698).
~ ~ / ~q~R pREp FOR LOT 2 IMPACT ~ cDi 2 ' + r.~ i z SWAILE--`-- 1 0 as ~ f ' 3. GRADING CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS °ao IN ACCORDANCE WITH THE SPECIFICATONS WITHIN 21 DAYS COMPLETION
70' WATER EASEMENT a~ ~ 16 ~ ~ 68.00' ~ 6o.aa 6a.aa i i 1 I I I.E ~ q ( 5 S.aa 11 1 I iNV. 2.8 6 I1 111 111 P OF GRADING WORK. UPON COMPLETION OF THE PRO,SECT, THE GENERAL rn CONTRACTOR SHALL INSTALL PERMANENT SEEDING AS OUTLINED IN THE
448.99' /r~ J~EPAI (1 11 _.s~o~-sue DER I _ A ~ ~ PRE EP I $ AI I LEVEL 1 R ~r- I R P i Y . SPECIFICATIONS. ALL DRAINAGE PIPES SHALL BE CLEANED BY THE GEN-
/ ~ ~ ~ u'-~ FOR J 1, _ . _ / ~ ' ~ . 47+47.04 FOR ~ ~ ~ . 0 3 ~ S / ~ A MIN 3 ~ 5 I I ii ! )4 1 1. i ERAL CONTRACTOR TO REMOVE ANY SEDIMENTS THAT HAVE ACCUMULATED.
NEW 4" PVC ~ - SWA 'INV. WATER MAIN / ~ If ~ i ~ , J iE ~ M f ~ 'l ~ ~ ..Y"? ht ~ ~ ~l ~ r J •9F~ l { ~ /'mar 7/ ~ 3.3 5 AC. T ~ v { OTAL) 4. ALL PLANTING AREAS SHALL BE BACKFILLED WITH TOPSOIL AND RAKED 103.31' DOWN, REMOVING ALL CLODS AND ROOTS, AND LEFT READY FOR
A ~ / ~ ~ I o sw ---~-1. 1 ~ ~ I d- I . 1~3 ~ 1.41 I --J • AC 1 II 3.0 / UPLAN INV. ( DS) , SEEDING AND PLANi1NG.
~ I~ I i a ~ 8 ~4`~ L 5• ALL UTILITY TAPS, CONNECTIONS AND EXTENSIONS SHALL BE DONE IN 6~' RCCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES.
~t' ~ ~`7~ ~ i~ r~::-` j-1 f . m ~ o PTO Q•1 i MARSH 6~' ~ . 'i tdL r, II 6. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE.
OPEN SPACE I / 1~/CRY dt ~ ~ o ' f .a SEC r ~ ~ . 1 c 5 . - : BLOW Q~F 3Q Zt~V 1 S CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND COORDINATE CON-
FOR SEPTIC i I.' / ~ ~ aR~gRF.,?s SPREADE ~ / ~ : . i , ' ' ~ i ~ ~ 6, n ~ 7'C - ~ .41R AREAS M - NECTION WITH PROPER AUTHORITIES. CALL „ULOCO» 48 HOURS BEFORE ANY EXCAVATION IS BEGUN.
( ) ! ~ r ~ / Fat LoT 7 I / ~ ~ ' \ o_ i ~ i 13' MIN / ~ ~Ri PROPERTY LINES UNDEFINABLE + x' `h<y.3~ c~ _ ~ ~ ~ x,>~ ~ / is ~ ' ~~do 5 ~O,P BY DEED (PROPERTY LINES ARE 36 ~ \ ~ ~ ~ ~ i ~PRIM~~..&-REp ~ r.... ~ ~ " RCP - 20 Z~iE °j ~ -FCC- 1"9 q ~ 51 15 2 ~ ~ ~ .~sa. , 7. ALL PERMITS AND FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS
~ ~T~-S, - - - - x-21- uG ~ ~ ^ ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
L ~ , ko ~ ~ , X35 ~ 1 ARS~i LINE , M / 7 <o [~y, AP 8. WATER PROVIDED BY PAMUCO COUNTY WATER CORPORATION. i~.s~+ 9. SEWER PROVIDED BY BAY RIVER SEWER DISTRICT.
APPROXIMATE AS TAKEN FROM ~ ~ ~Iq~ ~ ~n~~ ~ F
~ o o
PAMLICO COUNTY TAX MAPS) ~ ~ ? _ ~ ' ~ 4sx'~'~~I o dY ~ •o o
~i ~Q r' 0 14 ti • h 1 K
r ~ ~ a 1~. W
v°`~ ~ . I w w
1 j/ / \ 0.92 AC\ (UPLANDS} ~ oo ,-a 3S o ~ "cam- _..x'44 ~P, TYP. , ~ ~ r ~ 36
`O ~ v, ~v ~ ~ y` f ~ ~ ~ 1
~
. 1, Q J o ;ia , ~ i ~ TYPICAL LOT SETBACKS:
~~1 9 Y/ 1,,Q''~~F±AC.aS~PLA~`lDS)' J ~ b J CONSTRUCl10N SEQUENCE: ~ _ ~ ~ ~ r ~ ~1 1 ~ ' ~ x ~ r l 5 3.'~::` . 0 STAL MAR SH FRONT: 30'
__.r- .fit, ~ ~ i SIDE: 10'
~'f t~ ~ t~ ~ , . ~ •.r : 1.39 TOTAL SILT FENCE, TYP< ~
- ( ) _ F_ s. , 't,~ :r°,~=' \ DA a. . AC. (UPLANDS \ SITE LEGEND
1. OBTAIN AND POST A COPY OF CERTIFICATE OF SOIL EROSION ~ ~ ( /i~ ~ ~ l AND SEDIMENT CONTROL PLAN APPROVAL NOTIFY NCDENR r / ~ ' ~~y " DIVISION OF LAND RESOURCES, WASHINGTON REGIONAL OFFICE MARSH_ ~ ~ ~
r• ••S. t~ ~ coNTOUR 4' ~
AT 252-946-6487 PRIOR TO COMMENCING CONSTRUC110N. \ r ~ ~ ~i .i n [dN 1 t ~.C,C SPOT ELEVATION
2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE/EXIT, ( /'~y'j ~ ,~yQ' Fia.(i INCLUDING GRAVEL ENTRANCE. ~ ~ 0 yO _ ~ ^ ~ ~ BLOW OFF ASSEMBLY a., ~
~ r- ~ '0 _4~ D, ~ 1.63 AC. T0~ / ~ 0~ t ~ i t r WATER VALVE ~ ~ -0- PP POWER POLE
3. CLEAR LAND ONLY AS NECCESSARY T IN 6j4~' h ~ ~ / '~G`~' ~ i 0 STALL TEMPORARY ~ti _t- ~ k i qqq°~ ; 1 , 1~, - . i AC. (UPLANDS) I FLARED END SECTION
EROSION AND SEDIMENT CONTROL DEVICES. AS ~,ti ~ oo ~ ~ - ~ F`, /l •3,~•. he (j~ r ~,i °i I STORM DRAIN
CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION 'v, •r`t i, 1, lQ f ~$a E ~ ~ WATER MAIN
H AND SEDIMENT CONTROL DEVICES AS NEEDED OR AS o ~i j t3,~~~~ DIRECTED BY THE ENGINEER. ~ ~~~1 ?O• •';•P ~ 3 fit::'~:.•, t ~ J J'~ / r / ~Q~ .1, J ~ ( ~ ~ ~ 1 H ~ SILT FENCE
"q ~ ! ~ FORCE MAIN NORMAL WATER LEVEL
4. STRIP TOPS01~ & STOCKPILE ON LOT 15 FOR LATER USE. +~p~/ Q •i, . ~ , ~ 75' AEC
1 5. INSTALL SEDIMENT FENCE AND BEGIN GRADING THE ROADWAYS & LOTS. i~ ~ i 30' RIPARIAN BUFFER t,s .
6. INSTALL DRAINAGE PIPE WITH INLET & OUTLET STABILIZATION. ro ~ QQ~O~ s ~:A f~ ` / _ ~ RIPARIAN y•:~•. • ~ 4 ' ~ ~ 419.4 ~v- IMPACT TYP. ~'~1 ~ ` - - 50' RIPARIAN BUFFER
7. GRADE DRAINAGE SWALES & DITCHES. INSTALL LEVEL SPREADERS, \ ~ ~ P ~'ri 75' AEC 1 , a 64 \ , `4 ! 3 ` ~ , a~:~96 AC. TAL \ '`~1 ' ~ 404 WETLANDS LINE
ROCK/SILT CHECK DAMS, AND TEMPORARY SEEDING. ~ „7.24 A~ (T0~ L) 8. INSTALL TEMPORARY SEEDING AS NEEDED THROUGHOUT THE ~ ~N~ _ ~~G \~73 r~C~. (U~~ANDS) ~ ~f ( ) ~i ~ 1 0.60 - - 7 M• ~ • .6.~~ C. V COASTAL WETLANDS f.,,
rnNCmii~~nnN pan.icrT r, (TOTAL F ~ ~ ~ ,t I i
v.TU n~,. .,s, Q ~ ` n ~ 12 ~ 5 . . UP _ _ \ .
9. INSTAL~vWATER MAINSVAND SEP11C FORCE MAINS FOR LOTS WITH I s~ X61.95' ~ . , ~y~ ~-z--~\ X G OFF-SITE SEPTIC SYSTE64S. ~ h` ~ ~ _
70. BEGIN CONSTRUC110N OF ROADWAYS, INCLUDING THE PLACEMENT \ y° ~ OF AGGREGATE BASE COURSE. 34.3g• ' ~ i 'G ~ ~ ^ 'N r{ ~ 422• . y> 0.66 AC. , • ~ ~ f' 60 TOT . ~ r { G
. ~ 40 , t ~ - ~ t, 404 WETL, ~ S
11. COMPLETE COMSTRUC~ON OF ROADWAYS, INCLUDING PLACEMENT Of r ~ i ~ ! 0.63 AC. 6 ~ i ~ - 1 M
ASPHALT \ ~ \ ~ " ~~_2-' - I UPLANDS}c~ ~ RIPARIAN t r. ~y f 1 AC. ~yb ,5 a 1 11 \
12. INSTALL LANDSCAPING AND MULCH AND SEED ALL \ ~,v^t ^ ^ ^ , ~ ~ I o ~ ~ ~ IMPACT TYP: V UPLAND _ ~ ~ f; i ;y-, t, a I
DISTURBED AREAS. ANY SLOPES LEFT EXPOSED Will; \ ; ~ t{ r \ I ~ 1 ! I~' ~ ! ~ i { ~ t ~1 ` , n~/ ~ f~ rt \ 1 / ! `tip{ t 1
WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE ~ ~ `D ~ ~ k Of GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH i ! I `YF - i 1 rt-• f ~ LI iiVVJ 1 ~ 0.78 .AC. ~ t, ! ~_V ~ _ • f ~ ~ f~ 2
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR \ ~E°' ' I STRUCTURES SUFFICIENT TO RESTRAW EROSION. ' f. ~ 5 / 1 ~ ~ I 1-= • MERGENGY ~ CULAR ~
~ ~ t GG ,,r 7WR 1~.,- ~ i {'SM 6• f i n L, k ~x~~°
F 13. UPON SITE STABILIZATION AND INSTALLATION OF ALL 2~2~• 11~84~ 6~h '0 ~ ( LAS'S) r : t: t \ . ~ { ~ ~ 1 F
PERMANENT EROSION CONTROL DEVICES, REMOVE ALL \ TEMPORARY EROSION CONTROL MEASURES. ~ ~ ` 5 39 x~ \ t ~ f 4
V 1v\ t .1• ~ \ ~ ; \ fr n i ! u3 ~ J ' ` 1 ~ '',lFr`I tS
/ \ COASTAL \ LINE ~STAL MARSH ~ ~ t- ~ { } ~ ~ ~ x 9 / / ~ t ~ 1
1 ll;• t l ?Q i. 9 ~ P A t 2 ~ 1 TURN-U . , •i~ `lam ~ \ ~ Ri
Trn. t 5o RiPA ~ RIAN
% \ f \ ![,'t ! ~ D U I" CIS ~ { I
3 I I / MARSH I ~ ~ 1 / ~ 13 n' ~ E n i n n I I I r!-rn , ~ ~ _ ~ ~ I r 0 ~ , MARSH ' IYI AI\SH ~ f pr
F ~Ci~ ili('r~ ~ i ~ ~ i i 3.76 AC. (TOTAL} t
'6j, _ \ _ 1.39 AC. (UPLANDS} NORMAL
3.27 AC. TOTAl~ n~-'~ ~ ~ { ~ ( -0.98 ! ~ I ti ~
~ MAINTENANCE PLAN: AC. (U~! ANDS} 1.71 AC. qL) ~ _ _ ~ 1 „ ~ I ~ \ 0.79 AC. UPLAND ~`'-y WATER
/ 7. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND SEPARATION FOLLOWING EVERY ~ ~ , ti , BEVEL $ 10/20/06 PCN REVIEW COMMENTS EHA ' ~
-G MARSH N ~ ~ ~ A 7/18/06 ISSUE FOR REVIEW SLJ v
RUN-OFF PRODUCING RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE ~ 5 ~ I 1 1 ~ f ~ ~ v REV. DATE REVISIONS 8Y
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. ~9 ~ { ~ ~ ~ ~ . 'I`mo - / ! ~ l ~ / / ~ 5 NO.
/ 2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT 404 W T I d~ ~ E SANDS ~y E w
0 / FENCE WHEN IT BECOMES 0.5 FT DEEP AT THE FENCE. THE ~J• ~ ~ ~ ~ 1 h. ~ ~ r.~~ v S k ~ a 1 \ \ .
/ SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO ~ \ t`,
MAINTAIN A BARRIER. j { ~ ~ NORMAL. ~ ~ . ~ ~ I \ ~ i; ~
/ 3. EROSION CONTROL MATf1NG SHALL BE MAINTAINED UNTIL ALl Y A N D E M E R E s. ~ ~ ~~~~IE~. A I \ \ ~ \
WORK IS COMPLETE. AREAS SHALL BE RESEEDED AND WATER I ,,l L ~ .
AND MATTING SHALL BE REPLACED AS NEEDED. LEVEL \ I _ - _~..m_.:- - - - 75 AEC
4. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT WILL BE ~ ~ 66.68 x ~ 227.5 '
INSPECTED PERIODICALLY. WHEN MUD BEGINS TO BUILD-UP, THE ENTRANCE WILL BE BLADED OFF REMOVING THE MUD. :rt~~'u ¦Engineercng¦Architecture¦Surveying¦Technalogy
~ 81 ~ Bax 7305, 324 S. Evans St., Greenvlle, NC 27834 252-758-374&, 252-830-3954 Sfax)
5. ALL SEEDED AREAS WILL BE FERi1LIZED, RE-SEEDED AS ~ NECESSARY AND MULCHED ACCORDING TO SPECIFICATION IN . ' PROJECT TITLE `'---mss...
THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER.
0 VANDE~ERE CREEK
~~o. PERMANENT SEEDING DATE
JAN 1-MAR 31 COMMON BERMUDA GRASS 20 LBS ACRE SUBDfi/1SlON
/ U NHULLED ~ )
~ APR 1-JUL 31 COMMON BERMUDA GRASS 15 LBSfACRE s Pamlico Co., NC
~ ~ , (HULLED) DRAWING TITLE
40' ACCESS EASEMENT ~2 ~ ~ ~ AUG 1-DEC 31 TALL FESCUE GO LBS ACRE i
30' ACCESS EASEMENT COMMON BERMUDA GRASS 20 LBS ACRE / Erosion and Sedimentation
8 (HULLED)
5' 6' 18' 6' 5' ~ ~ 4' 5' 12' 5 1 YEAR ROUND AGRICULTURAL LIMESTONE 2 TONS/ACRE 5' 4' YEAR ROUND FERTILIZER 10-10-10 ANALYSIS 1000 LBS ACRE $ control Plan - PAN
/ VEGETATIVE PLAN: YEAR ROUND MULCH 2 TONS (APPROX. 80 BALES) ES)
VEGATATIVE COVER SHALL BE IN ACCORDANCE SMALL GRAIN STRAW/ACRE
i S f-- 1/4° PER FT. I WITH THE SEEDING SCHEDULE AND THE YEAR ROUND ANCHOR TACK WITH LIQUID ASPHALT 0400 G~ T ~4fl0 GA~.~ACRE SCALE DEPARTMENT
~ _ \ ~ ~4" PER FT. I FOLLOWING SPECIFICATION SECTIONS: OR EMULSIFIED ASPHALT 0400 GAL/ X400 GAL/ACRE AS NOTED CIVIL
' y ~-7 ~i i it i ' ""W 5~ 1 ~ ~Ti~ ~ ~q v 1 S . SECTION 02110 SITE CLEARING j ~ ' SECTION 02120 EROSION & POLLUTION CONTROL DRAWN BY DATE STARTED SHEET No.
I I TEMPORARY S EDING SECTION 02228 CLEAN-UP & SEEDING DATE Owner,~Developer: 51j 6/9/05 2 QF 8
COMPACTED SUB(~tADEJ ' 8" AGGREGATE BAS C~JRSE ~ i 8 AGGREGATE BA q COMPACTED SUBGRADE 60 30 d 60 - APR 15 AUG 14 GERMAN MILLET 50 LBS/ACRE ~landemere Creek Properties, LLC CHECKED DRAWING Nfl.
~GREGATE BASE COURSE „ , ~ -0 c/o Ross Beebe A '
AUG 15-APR 14 RYE GRAIN} 50 LBS ACRE / 240 Graven Street APPROVED
1 PRIVATE DRIVE 2 PRIVATE DRIVE New Bern, NC 28560
Cl N.T.S. C1 N.T.S - YEAR ROUND FERTILIZER 10-10-10 ANALYSIS 400 LBS f ACRE Pone: X252} 633-2059 PROJECT NO.
Fax: 1252} 533-2792 2~~4~330
THIS DRAWING IS THE PROPERTY Of THE T GROUP, P.A. ANY USE, REUSE, REPRODUC110N, DISPLA OR SALE OF 'TENS DRAWING WITHOUT WRITTEN GQNSENT ~ E E CONSENT ~ E FAST GROUP, P.A. IS STRICTLY PROHIBITED. { COPYRi ,THE EAST GROUP. P.A. 2005 )
15 14 13 12 11 10 i 9 8 7 6 5 3 2 1

15 14 13 12 11 10 8 7 6 4 9 5 3 2 1
EAL AL
PAMLICO COUNTY
304
G9
aF 1226 1225 ~ifi oo~~ 005
~F Q~ o~ Q~ o~
o~ ~ o~ ~
4 Pp ~ S ~ x R~GG G ~ ~
1221
1220 0 307
~ o SITE DATA:
TOTAL ACREAGE ..............................26.321 (TOTAL}
1 ~ O m BAY RIVER O ACREAGE (UPL ANDS} .................................12.81 AC.
OPEN SPACE (SEPTIC AREA} ....................2.391 AC.
I i ACREAGE R/W .............................................0.91 AC.
NOT TO SCALE NUMBER OF LOTS ..................................................15 LINEAR FEET OF STREETS .............................578 LF
AVERAGE LOT SIZE (TOTAL} .....................1.531 AC,
i i AVERAGE LOT SIZE (UPLANDS} ................0.85 AG.
I EXISTING ZONING
TOTAL IMPERVIOUS .........................2,08 AC. (12.9}
PARCEL ~ ..................................................K040-022
~ ~ PIN ~ ...........................................7503-1324-19000
I I N
,
I SITE DATA~ENTRANCE ROAD TO S~IBDIVISIONI
ACREAGE R/W .............................................6.58 AC.
I i LINEAR FEET OF STREETS .............................4,715 LF
TOTAL IMPERVIOUS .........................2.16 AC. (32.8%}
GENERAL NOTES:
ACCESS EASEMENT ' RIGHT OF WAY AND ~ 60 WIDE "A" SL. 124-5;
M • MB 4 PG 16; P.C. _ _ REFERENCES. „ » _1 WOOaEa { SL. 135 ) 1. ALL VEGETA110N AND TOPSOIL SHALL BE STRIPPED FROM FILL AREAS ~ PRIOR TO PLACING FILL ANY QUESTIONABLE OR UNSUITABLE SOIL
60' WIDE RIGHT OF WAY AND ACCESS EASEMENT » " SL 134-20; P.C. A P.c. A 1 CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
(REFERENCES:' MB 4 PG 16; P.C. "A" SL. 124-5; f: ~ u { E[ w 2. ALL FILL SHALL BE COMPACTED TO AT LEAST 95~ OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY ~ASTM D698}.
j P.C. "A" SL. 134-20; P.C. "A" SL. 135-1 } CK SILT RO ~ - 3. GRADING CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS
-fit ~ . ~ S CHECK aAM,a ~ - IN ACCORDANCE WITH THE SPECIFICATONS WITHIN 3O DAYS COMPLE110N
INV. ~ 1 INV. 1.27 - i 'x.05 ,r , ~ . - '~m-.~°",~ h~~,-_.....~~-: 3 + ~ m~ o~(~.~,~~.-_ _____,»rf- -~-~•'y l\ ( ~ ~ - ,a- M 31+40 -P- ~~/u OF GRADING WORK, UPON COMPLE110N OF THE PROJECT, THE GENERAL CONTRACTOR SHALL INSTALL PERMANENT SEEDING AS OUTLINED IN THE
r . _ _ e SPECIFICATIONS. ALL DRAINAGE PIPES SHALL BE CLEANED BY THE GEN- ERAL CONTRACTOR TO REMOVE ANY SEDIMENTS THAT HAVE ACCUMULATED.
.y _ - ~ro - 26+ ---.._---~1- - _ t i 25+40 _ m.--l-~--" ~ 3 ~::"-.~.'--'°°-""..d..'.'-. S - - - - 24140 mk--..- ~ 3~ ~ -';m ~-.~°...v"""""""' I V. i f ; 4. ALL PLANTING AREAS SHALL BE BACKFILLED WITH T0I'SOIL AND RAKED
1 23+00 w...-.-•--i--~..-. - - ~ j -0.~-''''.- ~ ~ - - ~ ECM (BROKEN) 3 i V a RI ~ DOWN, REMOVING ALL CLODS AND ROOTS, AND LEFT READY FOR
INV. 1. 3 18+00 ~ - ! f,:_ 15+00 . ~ ~ ~ EK _ _ c E ~fE f ~ ND YA f - INV. . ' PAVEMENTS ' ~ ~ SEEDING AND PLANTING, WOaDED _ 5. ALL UTILITY TAPS, CONNECTIONS AND EXTENSIONS SHALL BE DONE IN
yy~;' _ ,y r ' 3 i ~ ~ s W - 20 ~~8 i, y} , r' ECM 1.17 32 LF 18 60 PUBLIC R/ h BROKEN RCP t~ O.3% ~ (CUT-AVER) ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES.
~ V. 1.84 - Q N ~ ~E DPI - { t i E J. 1 P jT ; t ) R1P RAP, . fD~I , o ~ I C 1 n(~ Tl~i(` Aif~ IlTtli i' f A A n IA E~ 3~ ~~n U. LV4A II VI~EJ Or EXiS T livv v nui1~S AS SHvWiv r,RE nPPR~XI~nn TE.
I f I x _ ING TRAIL I EXISTING LOGG ~ ~ < f ~ , , FED ~AIL~ . ~ INV. INV; 1.00 JV 1.Q0 ~ ~.3q W/ FES CONTRACTOR SHALL FIELD VERIFY LOCRTIONS AND COORDINATE CON- NECTION WITH PROPER AUTHORITIES. CALL "ULOCO" 48 HOURS BEFORE
s 'PAVEMENT) ~ ~ ~ ~ : o PUeuc R/W - 20 i ENT ~ 1.08 JEM ~ -7 ~ i f~` ~ ~ ANY EXCAVATION IS BEGUN.
CLEARED - ; s . WOODED i ~ ~ ~ ~ ~ ,,x .1 ;~y-~--~- ,
CONSTRt~CI]ON EX. - ; ~ ~ j j ~ NEW ~ I ~ F ~ (5; I V. _ ~ 39+~ \
r 7.. i r ~ ; ::1`,05 ~,r''f~.~~. F=~...~.~- i' _ y
' DE R W AND .INV. ` NEW 60 WI / ' E ~ ~ ECM ti
CESS EASMENT 1. 5 ~ 1 AC ~i I , ,f BUG ~ - FES RIP RAP, ~ , t \ RIP RAP, `
P ~ I ~EIP K xx ` ~ iNV. 1.65 ~ ~ - ~ INV. 0.85 ~ 1 TYP. 'ROC} t SILT \ „a
i ne.._ . k r10+ 11+00 u"' ~ `~r C....•,........ CI~ECK•, DAM, K r ~k T~~ e~-e
iNV. 1.15 ~ ~ ~,,..e___...~ yam. e+~o ~s i .-4 ~ YL~ ~y ~ ~ l " t
EX. DITCH ~ ; t EiP ~ ~ ~ FES iNV. 0.50 ~
r~ - a I+ ! I Y AND ACCESS OF WA 60 WIDE RIGHT „ „ { ~~ID ACCESS EASEMENT P.C. "A„ SL. 124-5; ~
t 111 tl! DES INV. a.25 , ~ ; { MB 4 PG 18; P.C. A (REFERENCES „ » ~i, P.C. • P.C. "A" SL. 135-1) ~ TYPICAL I.OT SETBACKS: ~ ~ FRONT: 30'
j LT CHECK l ~ I ROCK SI 1: 32 LF 18 RCP i ° ~ ~I. PAMLICO PACKING CO., INC. ~ . DB 259 PG 226 ~u? ~ ~S SIDE: 10'
DAM, T'~' ~ ~ ~ ~ ~ 0.5q W/ FES DB 403 PG 160 _ ~
` ~ ~ IGHT-OF-WAY IDE R 11, 60 W ED *i`~ ASEMENT ; i -CLEAR ;t~. AND ACCESS E 3 P.C. A SL. 134 20 . ~ ~j SITE LEGEND
~ 1 { PC A SL 12 ) } ; ( f -WOODED s..
f EX. DITCH WOODED ~ , I - _ j i E ~ ~ - coNTOUR
{ ~ E ~ ROCK SILT CHECK I ~ E . / _ ~ WETLANDS ~ ~ x~ i d r.; rnnr ri r~rA'n rAi
~ a DAM, TYP t{ ~ ` ~ BLOW 4FF ASSEMBLY i pROPOSE~ ~ a N WATER VALVE
W ~-y _ , ~ ANTHONY $RIAN CAUDLE FES I , WaaD LINE
~ j w and wife DAWN MARIE CAUDLE > f INV. FES i I ~ PAMLICO PACKING CO., INC. 1 Q ,r ~ DB 352 PG 13 i --y~~ .I i+ -a- POWER POLE ~ FLARED END SECTION
j ~ 0.35 ~ ; IG"V. , DB 259 PG 226 y ~ ~ 4 _ ~ ~ STORM DRAIN
W . - j o.10 I ; ~ i ;t DB 403 PG 160 ~o I ~ . ~1 . ; P. C. A S .134 ~ E-- WATER MAIN
, , ~E :I t ~ ° ~ ' ~ 1 60 WIDE RIGHT OF WAY ~ ~ ~ , ' ~ ~ X SILT FENCE
3.00 0 ~ 1 ~ . ~ +T ' ~ ~ ~ AND ACCESS EASEMENT JMG LAND & TIMBER, (NC., ~ ~ ~ FORCE MAIN
\ Y' ROCK SILT CHECK ° ' c~ FES ~ ! (REFERENCES: MB 4 PG ~ DAM, TYP F ~ ; „ „ et al WETLANDS 1 DB 380 PG 322 j~ ~ NORMAL WATER LEVEL CQ 75' AEC
H v INV. ~ 3 ~ 16; P.C. A SL. 124-5; . - _ FES INV. : , ~ „ „ ~ 0.25 t ~ ~ . i ; ~ 50' RIPARIAN BUFFER
0.00 ~ ; ~ , ~ ~ P.C. A SL. 134-20; P.C. ~ ~ ~ A SL. 135-1} - t ' 404 WETLANDS LINE
I ~ ! ~ EX.. ; ~ t 1 ~ - . . . P COASTAL WETLANDS 1
DITCH - ~ _ :I 32 LF 18 RCP ~ ; . 1 ~ ~ ~ ~ ~
I WETLANDS ~ 0.5% W FES ~ r, / ~ ~ V'G ~ - ED i WOOD l: , ~ -
\ S . .E i ~ ~ ~ 1 COASTAL ; Zr~IE 1 1 ; ; - - ~ . Q ~ , t r ASPHALT ~ ~ ,VE PRIVATE) E ~ ~ i , DR { E q
MARSH ~ ~ 20 1 ; UNE ~t ~ z \ z
50 RIPARIAN ~ EX. SOIL DRIVE, j - I $IJFFER ® r _ ~ VARIARI 1= WIf1TH ~ : ~I~ ~ ~t r
f ~ TO BE ABANDONED ' ' ? EX. DITCH t; ~ ~ C7 ~ ~ ~ti ! , ~ m 4 TEE, ~ e r ~ ,
_ N~ ~ ~ i ~ il. r` CL Q 41 ~ ~ . ' ~ v (2) 4" GV ~ n ~ ~ r~'-' ~
~ 0 HALT ~ ~ ~ 2 ASP ~ ~ ~ I WETLANDS ~ G - cv DRIVE {PRIVATE) INV.. ° ~ ~ x ~ ~ N a c~ ~ ~ d ° LF DIRECTIONAL ORE JUDY H. THAANUM ~ N ~ ~r ~ 500 ~ ° ° o o ~ ~ ~ WATER IN) ~ Z ` ~ j
r~ F I ~ ~ 0,2~ ~ ~ e~ ~ I FES INV. ~ ~ ~ ~ AMANDA VOLIVA FINCH DB 272 PG 235 m N m 4 I•D• m ~ DB 403 PG 150 ~ m ° Y ° . o ~ m ~ ~ i ~ ~ ~ cr ' ~ INV. OPEN SPACE
I i 0.54 ~ ~ ! , ~ ~ AMANDA VOLIVA FINCH 1 u ~ ttO (j ~ {j DB 358 PG 88fi _s p i 1 V ~ - P.C. A SL. 334-20 Z w m m R ESNlT. Q 10 WATE :-+m ~ 2•S~ ,EOR SEPTIC} i ~ ,
. ~ , ~ i ii f DB 358 PG 886 s ` i ~W 32 LF 18 RC ~ ~ , J = ~ ~ 0 'Sh - ~ ~ t;' r- m 448.99' i-'-- ~ d .1S' w 66. 60.00'
~ 0.5~ w FES 4 I t ~ ~ ~x , f"M c~i X~~REP~1 1 ~ R ~ P _ } , r :
t RIP ~ I'. ~ 1 ' .1 ~ 1 z o i I Il~ ~ I1 f ~ 5f Z Il ~ 4 ~ V WATER NiA1N . ~ . 1 1 ltt' k~ c 7R t G. V f 1 ,Y~! ~ •kk 1 ~c L. f ! a~ I' ~ .1 ~ " f' ,F`= 1 a ~ 1 ~ ;mot ~1 !
RAP, I, " 1N~ ~ 1 1. i Q e..r-- 1 ~ i ~ '~r~ # 1. 5}~ ~Ir: ~ :.2~` / ^ mot" R,`i.. w " ~ q 4+" R~ f' ~ ~ ~~~I~ ~ t ~ (TO ~ L
_ _ ~ ~ ® EXISTING 4 PVC WATER MAIN / NEW ~ 22.5 BENDS r OPEN SPACE VALVE ~ GATE w" IL'~ ~ ~
(FOR SEPTIC) l' ~ 1 I
F t (Iz' ~.J6 A _4 ~ 4_~- PROPERTY LINES UNDEFINABLE ~ fro AL) ~ , ~ , BY DEED (PROPERTY LINES ARE ~s~ ~ ; , ; ~
...s- f f APPROXIMATE AS TAKEN FROM 3 ~ ~ ~ j ~?~`Y. ~ ~ . r~. ~ ~ k ~ j Fem.:
GRIGGS ROAD MATCH EXISTING 80 LF 18 RCP 40' TOWN OF VANDEMERE ~ 0.37 Wf FES PAMLIGO COUNTY TAX MAPS y¢: I F 3 . O ,r. / t f
' PUBLIC RIGHT-OF-WAY - 50 TEMPORARY p.C. A SL. 96-8 ' (
coNSTRUCTION \ ~s~Ai
PROPERTY LINES UNDEFiNRBLE ENTRANCE BY DEED (PROPERTY LINES ARE 0.92 A; ~ ~ , 0.92 A;. (UPLANDS $ t, i' ~';a 3~4a ,
APPROXIMATE AS TAKEN FROM
PAMLiCO COUNTY TAX MAPS) \ }:451 AC, {T,tST' ~ r ~ ~d•; $ k r` ~AC..,~UPIN DS}'~ Fr~,1 E .~a A ;i ; ! t3 ~ f i 1~ , ~ 4„ O
F s
L MARSH Y . . V
.a• r
~~6- ~ti6- ~~ti ~ ,kns B 14/24/06 PCN REVIEW CQMMENTS BWW o° v
1~i0. s. ~ , / / :
100 54 0 100 P"` r~4a~ 4 ; ~ YR~ A 7/18/46 ISSUE F4R REVIEW S~.J
~ }s 1 =100 -0 Q ' f' ~ k~' Q REV.
\ " 75~ AEC ~ P~ / O ~k ~ NO, DATE REVISIONS SY . ~ 3
. F~.24~{,`~O AL} 0 {TQFAL}C. ~4; , 0.7 ¢Gf (UPLANDS} ~4 k
D es j ~ O.4$ ACAC a.66''AGJ B~ ~~61.95' _ ~ {UPLRDI@~} m {~xAl}
0,''1 v-~ m (UPLANDS
~ 1 ~ • ~ o
m --,m~., ~ ?t
o ,1~ ti u ~ 117.84' ~ 6~5 ~ \ /
i
t f I ¦Engineering ¦Architect~ure ¦ Surveying ¦Technology
f i Bax 7305, 324 S, fvcns St, Greena€1ie, NG 27834 252-758-3746, 252-830-3954 {Faz)
t C©ASTA.L WETLANDS 9, ~ PROJECT TITLE ~
I b o
I , sO Pueuc R/w n ~ F .
a 50 RIPARIAN BUFFER VANDEMERE GREEK
3 3 H7 I ~ r t
m > ~ 8 6 ~ 20 PAVEMENT 6 6 8 k D ~ - SUBDIVISION
5 b tit
r ~ Pamlico Co., NC
p 3p' ~ ~ .~o DRAWNG T#TLE tl~; 404
MIN. 2 I-2 ASPHALT ~0• ~ ~ I
ER Ff. b n 1 ~ P 1 f 1 ~ Erosion and Sedinlontation
B PER pER Fl: 3 1 ~ z VAN~~~~~EMERE FREE ~
- - I ~ • - - • r ~ 1 I~ O' (STING ROAD + EX Oontrol Plan-PCN
M MIN. B AGGREGATE BASE COURSE 0
PER N.C.D.O.T. STANDARDS t ~
COMPACTED SUBGRADE SCALE DEPARTMENT
AS NOTED CIVIL
N.T.S. DRAWN BY DATE STARTED SHEET No.
Owrler~Develo.~er: sI~ s/9/o5 ~ of s
N.T.S. PUBLIC & PRIVATE R W Vandemere Creek Properties, PLC CHECKED DRAWING NO.
A c/o Ross Beebe A
240 Craven Street APPROVED
New Bern, NC 28564 Phone: X252} 633-2059 PROJECT NO.
Fax: (252} 633-2792 20040330
T THIS DRAWING IS THE PROPERTY 6F THE ST GROUP, P.A, ANY USE, REUSE, R(:PRODUCIION, DISPLAY OR SALE OF THIS DRAN9NG WITHOUT WRITTEN CONSENT OF I CONSENT OF EAST GROUP, P.A. OS STRICTLY PRGHIBITED. (COPYRI ,THE EAST GROUP. P.A. 2fl{?5 }
i ~ 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
.F