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HomeMy WebLinkAbout20080535 Ver 1_Site Plan_20080320 LEGEND Ex. -Existing 1104 E.I.R.-Exisfing Iron Rod 04 Wetlands Lines 4 N,C. 58 404 Wetlands Lines P.P.-Power Pale OHP-Overhead Power ffos Course Bearing Distance Course Bearing Distance c>?ararv flay 63B-637 N 46'57'41 E 49.26. 266-267 N 40'33 41' E ~ 48.18 lzs4 ' 111 North as per 637-636 N 09'45'27 E 42.01 267-268 N 59'00 35 E 50.34' 268-269 N 18'20 5T W 27.90 afar 63fi-635 N 12'38 23 E 35.09 ~x 635-208 N 30' 18 25 E 36.98 269-270 N 40'56 51 " E 32.83 108 Bk. 413 P .210 208-209 N 00'28'48 E 24.72' Site g 270-271 N 53'55 55 E 56.68 209-210 N 08'25 02" W 85.71' rq f r fa 210-211 N 53'00 38 W 46.64 27i-272 N 34'11 15 E 34.62' 272-273 N 12'54 16'. W 62.81 °~'Na 211-212 N 81'3858" W 36,35 273-449 N 19'08 57" W 62.57 fn4 ~ ffly 212-213 N 82,3428 W 79.02 449-450 S 51'23 49" E 33.27 2~ 1227 213-214 N 10 54 34' W 49.96 450-451 S 25'34 16 E 60.03' 451-452 S 46'58 54 E 29,82 f f 1~ d~a~ 214-2?5 N 04'2135 W 2221 swrwssorro 215-216 N 49'07'32" E 9.49 452-453 S 61'29 35" E 38,84 REV DESCRIRTION DATE 12D2 216-217 N 04'59 25.E 19.61 I 453-454 N 41'02 59 ` f 33J5 454-455 N 18'25 40" W 4725 REV DESCRIPTION xx/xx/Xx rzf4 217-218 N 18'5923 W 37.28 218-219 N 16'47'45" W 18.36 ~I 455-456 N 62'22 25 E 19.89. f f Ar 219-220 N 20'48 20" E 18.35 456-457. S 16'1634 E 31,57. ~yao~srac wa 220-221 N 14' 1153E 39.98 i N•~~ 58 457-458 S 28'52 50 E 29,56 e L, Montford 221-222 N D1'S9'o5 E 31.14 Darven I 458-459 S 65'34 53 E 12.09 459-460 S 35'35 58" E 13, 4 t S M. Mon tford 222-223 N 41'35 37' E 35:11 Jame - 24 N 11'20'35" W 63.59 Arr~nc ocEau 223 2 460-461 S 08'30 02 E 26.29 46i-462 S 31'4154 E 10.43' Bk. 662, Pg. 2i5 224-263 N 56'59'15' E 38.38' 263-264 S 80'02'25 E 25.46 264-265 S 36'13'08' E 48.63 VICINITY MAP-NOT TO SCALE 265-266 N 63'1531' E 32,81' ~ ~ ~ ~ `Z. Ex, Iron Pape Tie Lines to Boundary Existing Iron -Pipe (Pinch Top) f oncrete Monument S 01'3T44"E 914.56' ~ at Base o C Course Bearing Distance 460 1 I Approximate Mean High Wafer / Line per Bk. 413, Pg. 210 .638- A S 27~32y26 E 6.91 ~f ff 462- 8 . N D 1'44 47 W 520, 76' U lands A B P s,~ of Cedars RS Row ~ 6 '~~S Landward ~ ~ ~ a 456 454 Edge of Marsh Wofer s;a`e Wafer side s 0 en Water ~ ,~r Edge of Marsh edge of Marsh o P ~ 455 ' 453 s~ o Open Wat~ 1 Olen Water ~ ago ~0 ~ ~ ~ Uplands Marsh 452 Goose Creek ~ 0 0 ~ ~s, ~ --404 Wetlands Line o co 2 Ex. Iron Pipe Water side ~ 2~ ~ ~ ~ S Edge of Marsh Q) A ~ tit ~ 1 Aso 21 1p2725,~,~d ~ 4„~ r+J 1OS62~ Ex. Iron Pipe ~ ~ ,,,,1 0 449 f Uplands 1~ 1 0 ~ ~ s ~ ~ 1 ~ ~ ~ ~ R~. ry~ 268 Landward ~ S~ m Edge of Marsh ~ ~ ~oG~ a a N V P.P. of Pecan Grave ~ 61 Edge 1 tyros ~ ~ ~ ~r° 6~y ~ ~6 Open Water G aNp ~ ~ ~ 6 ~ ~j v v; _ 1' ~ 6 0 N " k 3~' U lands 266 18 Oa P 211 P.R Uplands _ Ex, Iron Pipe ~ m 404 Wetlands Line Marsh Nfarsh „A„ ~ ` 1 1/2 Story Brick pum 265 638 \ ~ ~ ~ M ~ ` .y Pecan Grove ~ Frame Dwelling House 339.7 N , 212 Frame Shed a N a~ gyp ~ 5.12 \ . ~ W b ~ ~ u 264 12.0 ~ Ex. Iron Pipe ~ \ ~y Uplands ~0~~ N 46'30'04"W \ . ~ 18 Oak 18" Cedar 404 Wetlands Line 108,35' (Tofal) ~ F.P. Pecon ~ ~ rno, 263 ~ ~ I 59.4' ~y ro ~ 0 18" Oak 223 Mobile Home ~ ro ti ~ ro ti ~ ti ti • ry~~ a 21~ 213.93, Ex. Iron Pipe ~ ~Q 0 _ c~ titi ti~ ryti% ti ti~ h ry~h-.~-'" N 08'42'41 ~w ~ ~ ~ ry~~ ry,~. 0 f Pecan Grove ro N Uplands t ~ tV M l Drive ~ ~ 'M Ex, Iron Pipe of Base m yel ~ N ra o G Ex, Angle Iron ~~y ° N Frame Meta! Shed 572,97' ° W ~ helter & Shelter g~07 57"W ~ iv S 28.3 N 4 ~ a 42.3 a ins ~J I i" P.P. v ~ OHP OHP ti ~ ~ ~ Craps P of 0 ~ ro Raw E.LR. _ ONP nC~C~[~~dC~ p as P.P. o ~ ~ 5' rjd8 Zg9.5 MAR 2 0 2008 e~ ~ 30'W 1 ONP Gr~v N 10 45 ' DENR • dVATER QUA{JTV ~ ~y 4~TtANDS AND STDRMWATER BRANCH ~ V' Ex, Iron Pipe ~q Q ° N F do ce R. Powell v ~ ~ .Y Bk. 383, P . 75 A" H g 1 M.B. 13, Pg. 64 1 b ~ ~ 5 ~ ~ CYRUS ALAN BELL, PROFESSIONAL LAND SURVEYOR DO ~ HEREBY CERTIFY THAT1 HAVE SURVEYED THE PROPERTY AS ~ e SHOWN HEREON IN ACCORDANCE WITH THE STANDARDS OF ~ 1 PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA, AND THAT THE RATIO OF PRECISION OF SAID SURVEY IS 1:10,000+, CERTlF1CATE OF U.S. ARMY C0~ ARMY CORPS OF ENGINEERS 1 • THIS CERTIFIES THAT THIS COPY OF THIS PLA' 'Y OF THIS PiAT ACCURATELY DEPICTS CARp4,y Q THE JURISDICTION OF SECTION 404 OF THE G ~ 404 OF THE CLEAN WATER ACT PURSUANT 2 '9 ~ .ri TO THE 1987 CORPS OF ENGINEERS WETIANG DETERMINED BY THE UNDERSIGNED ON THIS t INFERS WETLANDS DELINEATION MANUAL A5 4 / ONED ON THIS DATE. UNLESS THERE 1S ~ (p A CHANGE !N THE LAW OR PUBLISHED REGUL lBLISHED REGULATIONS, THIS DETERMINATION ~ ~ ` DF SECTION 404 JURISDICTION MAY BE REUEI References. Area Summary OF FIVE YEARS FROM THIS DATE ! MAY BE RELIED UPON FOR A PERIOD ~ Date 02 06 06 lTE ' S ALAN 6~ / / Book 961, Pa a 281 ~ ge 210 Book 413, Pag Book 605, Page 470 7.48 Acres Uplands Job 05221 Wetlands Book 628, Page 395 4,71 Acres Marsh & 404 Wetlands Book 768, Poge 729 _ _ ~ Cogo 00134 Carteret County Registry 12.19 Acres (Total) COR 0 ENGI RS D~ DArE 50 0 50 ~ 100 150 Drawn CAB ~ ' GRAPHIC SCALE - FEET 1I14 / / Sheet