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FROM 255 TO 254, N 32 04 21.043 E, 226092 REFERENCES FROM 254 TO 253, N 22 49 49.759 E, 25.1104 FROM 253 TO 252 N 33 48 CS.072 E, 84.1681 DB 849 PG 633 FROM 252 TO 251, N 29 ~ 5 924E 36~ 166 MB 1 i PG 59 FROM 251 TO 250, N 80 FROM 250 30 249, S 40 15 2?,170 E, 10 48 FROM 249 TO 248, S 75 59 14.435 E, FROM 248 TO 247, S 22 57 16.384 E, 16,0642 FROM 247 TD 246, 5 D5 14 15.047 E, 32.3356 FROM 246 TO 245, S 69 53 56.5fl7 ~ 18.45270 3 FROM 245 TO 244, S 25 W, 5 ~ ~ 849 P 3 FROM 244 TO 243, 533 10 15.552 W, 28.020 FRDM 243 0 241' S ?B ~ 5Q~5 W 351$2 MB 11 PG 59 FROM 242 FRDM 241 TO 240, S 31 30 54,968 W, 1023070 FRDM 240 TO 239, S iD 43 19.478 W, 12.9485 ~ FROM 239 TD 238, S 44 44 45.827 W, 13.0966 '7 ~ ,~~.uJ FROM 238 TO 237, S 33 i6 06.177 W, 47.2869 FROM 237 TO 236, S 17 44 12.267 W, 33.2431 _'3 . FROM 236 TO 235, S 37 55 17.244 W, 15.9818 ~ FROM 235 TO 234, N 77 52 20.321 W, 8,0565 ~ FROM 234 TO 233, S 36 23 26.365 W, 11.5875 FROM 233 TO 232, S 57 24 28.502 E, 9.3602 ~~.~t _ . _..i FROM 232 TO .231, S 23 22 40.653 W, 9.$324 FROM 231 TO 230, 5 62 06 10.036 W, 15.1947 FROM 230 TO 229, S 28 47 39.134 W, 69.2634 FROM 229 TO 228, 5 29 10 56.443 W, 61.2131 FROM 228 TO 227, 5 27 2S 46.469 W, 1023885 FROM 227 TO 226, S iD 27 06.357 E, 21.0019 FROM 226 T4 225, S 32 31 29.785 W, 5.6005 FROM 225 TO 224, S 64 13 29.128 W, 18,1392 ~EGE~Q D~- I~~o.1; V2 FROM 224 TO 223, S DB 37 50.415 E, 10.8213 FROM 223 TO 222, S 47 53 43.672 W, 18.8431 AC - ACRES FROM 222 70 221, S it 52 18,467 W, 27.0209 FROM 221 TO 220, S 77 41 22.755 E, 15.3785 CO - SEWER CLEANOUT FROM 226 TO 219, S 32 07 41.664 W, 23.1501 FROM 219 TO 218, N 85 07 54.019 W, 3.2851 FROM 218 TO 217, S 19 33 17.060 E, 6.0874 DB - DEED BOOK ~ REVISIONS ECM - EXISTING CONCRETE MONUMENT FROM 217 70 216, S OB 42 28.454 W, 15.2004 FROM 216 TO 215, S 45 25 03.066 W, 12.7409 EIA - EXISTING IRON AXLE ,vo. ar oars r~~scR~praon+ FROM 215 TO 214, 5 35 15 11.263 W, 13.8852 FROM 214 TO 213, S 33 51 02.405 f, 15.9404 EIP - ExISTING IRON PIPE APR ~ 2009 i JCR 216/09 COMMENTS EIR - EXISTING IRON ROD FROM 213 70 212, S 35 40 45.360 W, 9.0178 FROM 212 TO 211, S 15 59 16.090 E, 11.7477 ELEC - ELECTRIC p~NR-WATERQUAl1TY FROM 211 70 210, N 49 25 35.527 E, 5.4934 FROM 210 TO 209, S 63 49 12.522 E, 4.2573 EPK - EXISTING PK NAIL ri'STIAC~DSA~DSTORh~MlAT6RRRP1dCR FROM 269 TO 206, S 19 33 43.749 E, 6.8656 FRDlIi 206 70 207, S 80 14 44.176 E, 24.3553 FH FIRE HYDRANT HwM - HIGH WATER MARK ' FROM 207 TO 206, S 77 27 15.596 E, 56.3223 FROM 206 TO 205, S 76 D2 39.824 E, 18.4907 IRS - IRON ROD SET FRCM 205 TO 204, S 87 39 04.485 E, 52.2912 FROM 204 30 203, S 74 24 32.296 E, 53.2245 LP - LIGHT POLE MB - MAP BOOK EXISTING CONDITIONS FROM 243 TO 202,.5 45 OB 59.292 f, 16.5056 FROM 202 TO 201, N 7B 17 55.033 E, 9.1521 MBL - MINIMUM BUILDING LINE FROM 201 TO 200, S 64 14 55,714 E, 35.1686 FROM 200 TO 199, S 75 35 35.710 E, 212372 N/F - NOw OR FORMERLY PG - PAGE ~~1C ~ ~114~ .L~'..}1.~~~1.~ FROM! 199 TO 198, S 19 34 54.891 E, 7.4124 FROM 198 TO 197, S 69 N 59.940 E, 5.6293 POB POINT OF BEGINNING FROM 197 TO 196, S 00 36 42.704 W, 11.0218 ` FROM 196 TO 195, S 24 20 29.337 W, 5.0670 R/w - RIGHT OF WAY FROM 195 TO 194, 5 18 50 46.114 W, 11.6680 FRDM 194 70 193, N 43 39 09.056 E, 10.5273 FROM 193 TQ 192, N 21 34 05.$62 E, 4.1626 SF - SQUARE FEET TEL - TELEPHONE FIARKERS ISLAND, CARTERET COUNTY, NORTH CAROLINA fiV - CABLE TV U - OVERHEAD UTILITY LINE CLIENT: CAPE LOOKOUT MARINA, INC. DESIGNED: UP - UTILITY POLE OCR wM - wATER METER ADDRESS: 1136 MANOR VIEW CT O - CONTROL CORNER LYNCHBURG, VA 24503 DRAWN. b - CONCRETE CONTROL CORNER ~~,~~4ae16apo~s JCR .~8,.~run._a_ iru~ru~n~ ~ WETLANDS b```~•~,.. o ,4~ . PHONE: (434) 455-9466 o -7.00' EXISTING WATER DEPTH (NLW) RDC A STR®UD ENGINEERING,P.A. APPROVED: R a r ---•a•a-- EXISTING CONTOUR ~ ~ . RDC 60 30 0 60 120 p•a 154A HIGHWAY 24 MEAD CITY, N.C. 28557 DATE y°'e.'+NEE`.~"F~ a' t2' 2) 7-7479 12/19/08 SHEET 1 OF 7 r) Q I-- SCALE: - PERMIT SCALE: 1 PROJECT PM1774 CAMA MAJOR ' R NAND D. CULLI ER 1 = 60 DESIGN FILE PM1774/PM1774 CAMA MAJOR PERMIT .fir y ~ tt~. i EVA1~S ~f,,- ~ ! DQ 441 PG 111 U , ,f r j REFERENCES 1 1, DB 349 PG 633 :~iB 1'•. PG 5a .,-a/l~ g4Af ~ _ ~ -t . 5- 3?'29'00"E n-. i ~ 4.- - - QF~ _~-.`--x-04 ~ 404 ~ 1360.00' /a~ ~ L ? \ R r _ _ ~ I w .p.r - - I 1 ~ ~ ~ ~ f / ~ c E T I a, ~ ~ ~ ' . ~ ~ \ 1~~~ ~ , I ~ , a.~ ~ t z i 1 I P ~ U .,1 s o',• y .j .2 L• ~t s 1 1 ~ 3, o ~ ~ o t~ - - P -~•O ~ ~ } , j ~q,3 r ~ ~ ~ j ` ~ 1 I / / ~ 3 3 ~ I ~ ~ ~ i J ~ S o ~ I 3 ~ _ ~ I ~ I ~ ~ ~ I ~ i d I ( , ~ ~ 't , I , _ PRO~S~ BULKNE:Aa _ ~ 1 ,s- 1 , ~ ~ i ~ ~ V r r- ~ - i i G 7/ ~ J, i ~ ~ d ~ ~ ~ l I d 4 I 1 ~ I I ~ { . 3 r ~ i C F t I f PROPOS~.D J I ~ I SEPTIC FIELD ~ r ` ' ~y - , w--'.- ' 4.0 ! r ~ ~ ~4 ~ I• , , PRu^~r0 •QAR PRO pSE `~BliiK~~AD ~ A- t r ~ ~ ~ f I _ _ j~ \ 1 n L ~ i 0Q- ~ P-?~FJ • ~ ~,~~'i--~'-`_'_`-___.-~ -".'"--`t~4i Hl _ / ~ ,M ~ , ~ --30 , -;`ii1~W - ~ .s~----~w.u--~~~-~.._.._. ~ - n ~ / i _ _ ~ ( ~ , 1 I ,-I- ~ ` ~ ~ ~ ~ i a _ _ _ _ (f1 F .~,r r , ~ ~ i ~ n cn i ~ ---'r , v~-.. ~ cs~ , ~ ~ 0~ ~ 1 ~ I J I~ 0 0~.„ ~ ~ ~ ~ ~ 1 I I f i ~ I S D i c i ! I ~ - - 15 ~_j J _ ~ - ~ t , , ~ 1 ~ ..__7__.__ ~ ~ I ~ 1~ , ~ I ? ~ 4;. a'' s i I ; ~ ~ ~ , r I A ~ ~ ~ o ~ i ~ ~ ~ ,I ~ ~ ~ ~ ~ ~ 1 ~ ~ ~ _ , ~ .,k \ ~ \ ~ ~ ~ ~ / . ~ - 7 ~ v A / i' t r , ` ~ ''1 r7` v ~ ~ , ~ r, r- / ~ SAID , . _ T, R 5 ( I p or -c I ~ 1 - ~ l . i C r ` t ' 1 ~ 1 T• L'{ t' U 1 ~ ti~'' ~ r ti ~~,0i---" / ~ J t ~ f u A S ~ 1 ~ - ~ N 1 ~ ~ ~ ~ 1 i ~ f ~ ~ ( \ ~ i 1 Ds ~ ~ ~ ~ ~ ~ ~ ~ \ , I ~ ~ : A t ~ ~ 1 1 ~ o ~ - , i i i ~ '~a i ,I ~ 1 , ~ \ ~ i i ' \1' a1 t I ~ k' ~ ~ \ ~ I { } ,i l~ ~ f ~ ~ ~ ~ ~ ~ ~ ,~~~1 ~ - - i ~ ~ r ~ 1 ~ ~ i ~ ~ ~ ~ i i ~ i ~ _ w % \ 1 ° ~ ~ ~ ~ ~ ~ _ t ~ 1 ~ ~ ~ ~ ~i r - ~ ~ , / ~ .5~~ ~ S 31 °29'00"1~V n ~ ~!/F , f1 HUEF1dA\ Wu 75 620 PG 3~7 ry~ R~FERC`CES ~ ~"-D ~ ! CH ~ V ~ G~ DQ 84° PG 633 ~ ~ ~~5 ? 1 PG 59 1 ~ l LEGEND ENGINEERING PROVIDED ~Y: TRC TRIANGLE, INC. AEC AREA ENVIRONMENTAL CONCERN CLR CLEARANCE 500 GLEN~OOD AVE. N/F NOW OR FORMERLY RALEIGH, NC 27603 NLW NORMAL LDW WATER NHW NORMAL HIGH WATER ~ 91 ~ ~ $2$-~~ 50 P-NHW PROPOSED NORMAL HIGH WATER PP POWER POLE R!W RIGHT OF WAY ' SF SQUARE FEET WIIN WITHIN ~j WETLANDS ---w~--- WATER LINE _ ---aN~+--- OVERHEAD POWER LINE r ---a--- EXISTING CONTOUR ~ ~ ~ . < 'I I ON= . a PROPOSED CONTOUR -"'~'-444""'- Q04 WETLANDS No. e~ DATE DESC~i~Trou 1 JCR 2/6/09 COMMENTS ~rrm?~ttr~nt~t~ PROPOSED BOARD WALKS PROPOSED FLOATING DOCK NKw NORMAL HIGH WATER P-r~w PROPOSED NORMAL HIGH WATER so' BUFFER-- 30' VEGETATIVE BUFFER-FROM P-MHW 75` AEC BUFFER- FROM P-NHW PROPOSED MARINA GRADING LOCATION PLAN 75' AEE----- PROPOSED SPOT ELEVATION PROPOSED BASIN GRADING . ~ HARKERS ISLAND, CARTERET COUNTY, NORTH CAROLINA PROPOSED HIGH GROUND GRADING DESIGNED: CLIENT: CAPE LOOKOUT MARINA INC. JCR ADDRESS: 136 MANOR VIEW CT BRAWN: d,Ae+tt~~erA LYNCHBURG, VA 24503 JCR 0.6°`~~~~~+'~E'+~a4f~~;~~.A PHONE: (434) 455-946 CHECKED. ;7 S 50 30 0 60 120 20 at ' QTR®UD EI~GINERING,P.A. APPROVED: ® ` r` ~ 151A HIGHWAY 24 RDC ~ MOREHEAD CITY, N.C. 26557 DATE: SHEET 2 OF 7 SCALE: 1 " = 00' 2)247-7479 12/19/0$ PROJECT PM1774 CAMA MAJOR PERMIT mr-oloo '6c') 0 1- dl-a~ a, J(A SCALE: DESIGN FILE PM1774/PM1774 CAMA MAJOR PERMIT i}i}~ RblNA D. CULL HER P,E. 1 " = Go ' N/F EVANS DB 441 PG 111 REFERENCES • DB 849 PG 633 C~ / MB 11 PG 59 _ ~ 1360.0' 180°00'00" u CW - ~ -CW Z ~ s~ ~ t-- ' • R-----~, -W-~ i , ~ i 3D' p-BUFFER ------.._____~.-_-_-._3fl' P-°BUFFER---_________...__-------__---- 1 I / ~`5 D • _ ' •.169.3 • •.9'. - - 34 P a ~ f `V ~ BATH OQ° QO 9 7 • USE' + v 4 ~ U 3 EXIST. ~ • 'I • •`I8,•0 ~ , S3 \ ~ • . , SEPTIC _ _ _ • 450..5 • FIELD • ` - . . 179 ° 5 • ~ . Q • ~ -------30 BUFFER- - ----30 P BUFFER•-- ---I •I ~ ~ . ~ - ~ 1~ 2 ~t CW ' , ~ .I { s ~4 • I ~ I . ~ . f•~8, . • , C PROPOSED BOARDWALK ' • ' ' ~ - - • I• ~ I - ~ ~--------------30` P-B FER------------------ 30 P- FFER-__------ I. ~ • ~ x ~ 3D° P-BUFFER------__._.__.~ I 0 of - w _•o• 0 1 2 3 4 5 5 7 8 9 i4 11 i2 t3 PROPOSED BOARDWALK • o , l PROPOSED BOAROWA OSED BOARDWAL PROPOSED BULKHEAD ~ ~ , •m f • ~ ,~.CV~ ` NNW NHW ..'N ~ c NI~W N w ~ N W N w N4~w I, ,.~I•j~ ~ ( ~ I • ' ~ • • ~ ~ PROPOSED 14 a 15 (i 6 17 18 19 24e 21 22 23 24 25 26 27 28 ~ 29 34 31 32 33 34035 36037 38039 44,41 42,4 ~ 44 45 46 47 48 49 ! , , > 46 47 48 49 50 • 5 FLOATING 1 • ' DOCK .A CANAL PROPOSED ' ' ' # I DOCK A CANAL • . EXIS ING I ~ Cot ROPOSED BULKHEAC SEPTIC ' ' MAR NA FIELD HOISE o ~ ~ ~ DPDSED BULKHEAD ' • f o I NNW C{y NNw - _ NIiW J NHW r ~Hltr C~~--NHW- ~ ' I v~ ~ DOCK O ~ -,.C`~ • ti~ ' ~ • 2 DOCK C ~ , • J w ~ DOCK B ktIUi1Il~lI~Et ~ ~tl!!11}ll!~!s . • ' f . • - • I d z PROPO BOARDWALK PROPOSED BULKHEAD D ~ F i R OSED BULK AD a ~ - - ' ~ I 4 ` PROPOSED BOARDWALK ~ ~ _ ' + D DR P ~ ~ I 30 P-BUFF~ER~- r ~ - ~ ~ CW NHW NHW--~-CW `'...NHW ~ CW ~ •I -BUFFER- -30 P-BUFFER-I ~ UFF ~ ~ ~ ~ ( 0' P 0 ~ ~ Nt1W • • . ~ ~ 3 ~ ~ .I- ~ ~ ~ ~ 1, sio' ~ . , ~ ~ NNW ' f ' . -3 / I ~ ~ / _ ~ b ! . , .CA ~ ~ ~ ~ - • + 265. ` o ' FE ~ D i . • NCE , , _ ? .g • ~ PROPOSED s m - _ • I'~ 1, P- C----------------- SAND FILTER s_ ~ % ~ ~ . 0 15.0 G ~ 'n "c~ Q ~ ~ mm. ~ ~ > nl ~ ~ ~ C---- - • STORE BLDG. ~ ~ ` ~ ' ~ ~ 4 ' ~ 3.708 SF. ~ ~ - ' • - ~ ~ ~ ' ~ ~ •.1 o ~ PROPOSED 1 ~ ~ ~ ~ SAND FILTER ~ . ~ ~ ~ _ . ~ G ~ ~ • PROPOSED 1 ~ ~ ~ _ o DRY STACK BLDG. fl '0 . r • ~ ~ ~ 72742.50 SF. ` _ G co _ - ~ STORAGE FOR 300 BOATS ; ~ ~ ; ~ 1 - M o ~ ~ ~ I ~ .1 ~ ~ '1 ~ ~ I ' m ~ ~ PROPOSED -n "n ~ ~ ~ SAND FILTER fi ~ cD ~ I GAT , ~ t f ~ _ I ~ Y< .7 ~ _ J _ , E ~ ~ ~ ~ ~ ~ f i ~ ~-F-- S I TE DATA ~ 1150. o' oo° oo' oo" N/F TRACT AREA = 876980.39 SF HUFFMAN AREA WITHIN 75' AEC = 301464.40 DB 820 PG 377 REFERENCES ALLOWABLE 30y° IMPERVIOUS = 72,048.30 SF 1-DITCH DB 849 PG 633 W/ I N 75' AEC MB 11 PG 59 ENGINEERING PROVIDED BY: % IMPERVIOUS W/IN 75' AEC = 23.$9% TRC TRIANGLE, INC. 500 GLENWOOD AVE. TOTAL SLIPS RALEIGH, NC 27603 WET {PHASE Il 50 PHONE: 1919) 828-3150 DRY {PHASE II? 300 LEGE~lD 350 TOTAL AEC AREA ENVIRONMENTAL CONCERN CLR CLEARANCE N/F NOW OR FORMERLY .T" NLW NORMAL LOW WATER SLIP SIZES NNW NORMAL HIGH WATER P-NHW PROPOSED NORMAL HIGH WATER PP POWER POLE SLIPS 1-11 - 17 FT X 40 FT SLIPS 12-31 - 15 FT X 40 FT R/W RIGHT. OF WAY SLIPS 32-50 - 13 FT X 40 FT SF SQUARE FEET ~ ~ ~ ~ W/IN WITHIN REVI~~SIONi~-~ WETLANDS ~ Na BY DATE DES~RIP710N , 7 9 J 2J6J03 ;Q ~.~~C71~kENTS -~----cw--- COASTAL WETLANDS 2 ~ _r tea Gbrr~,~+/~ ---404--- 404 WETLANDS PROPOSED BOARD WALKS PROPOSED FLOATING DOCK New NORMAL HIGH WATER WdDTN VARIES, SEE DECKING -----P-wHw PROPOSED NORMAL HIGH WATER PROPOSED MARINA S 11'E PLAN STRINGERS PAN FOR DINK;NSI NS ---s0' ~u~~~~---- 30` I~EGETATIVE BUFFER-FR~JM P-MHW ------•TS' aEC------- 75' AEC BUFFER- FROM P-NHW ~~Q~~~~ CONCRETE DROP ZONE HARKERS ISLAND, CARTERET COUNTY, NORTH CAROLINA a CLIENT: CAPE LOOKOUT MARINA. INC. DESIGNED: NHt4 v TREATED NORMAL TIDE LEVEL C_~ ASPHALT AREA JCR ADDRESS: 1136 MANOR VIEW CT DRAWN' TIMBER PILES _ ~ NL W gee°ae~~°~~oe/~sdf®' LYNCHBURG, VA 24503 JGR rn C~ , ea°°° "°"'°°,~'pl sa, P~?nN~ : r a~a ~ a~fi-aaFF CHECKED: .1E~ .~E, \11~ ~11~ 1 .1 Fill 60 30 0 60 120 4 EMBEDMENT DEFT 120 `~,,w RDC BY OTHERS w SEAL ~`i STROUD ENGINEERING,P.A. APPROVED: DOCK-TYPICAL SECTION ,t ~ . 1334,3 RDC 4 °e d 151A HIGHWAY 24 SCALE: 1 = 60 SHEET 3 OF 7 SCALE: NOT TO SCALE "~rG a+a MOREHEAD CITY, N.C. 28557 DATE: ~•~`w0 t i 47-7475 (1 12/19/08 CU0 PROJECT PM1774 CAMA MAJOR PERMIT O _ SCALE: DESIGN FILE PM1774/PM1774 CAMA MAJOR PERMIT OIVTA,D DXULL PHER P.E. 1 „ = 60 \1F ~1'i~i\5 DB PG 91`s R~FER~NCES LB 349 oG G33 wl8 1 PG 59 ' C~ ~ / 7 ' -CW ~ ~-CW -------CW r ~ V~ Q I c 1` ~ 1 j P ! 3i U E r IF ! ~ II ! 1 3 ~ ~ ~F ~ I ~t / _ U Cry CWA#3 ~ ~ ~ ~ ( ~ ~ ~ i i__[__ ~ ~ ~ I ~ ~ ~ i ~ 1 L i ~ ~1.._1_i.~ _.,_i_.._ ' i ! CWA #7 1 I ~---CWA #2 3E}` P-BUFFER P N W~ -N W / r CWA #4 A #5 I r i' i ~ r ~ i i i CW CWA #6 ,cw , ~ f , p PROPOSED Bi7LKHEA ~ t % ~ r , , ~ ~ ~ / / / i / / t ~ ! / / ~ r p / ~ r ~ / ~ i / ` / / ~ r r ~ t ~i' iii ~ ~it~ tr` r irri i ~ ~i r ~ ~ ~ / ~ ~ f ~ ~ ~i r r r r r r~ f r BOTTOM EL VATION r ' / t i / i i / ` r i / r ~ 5.00` ~ ~ r` t / r' / / / , 4.04 ~ ~ 1+00 2+00 3+40. ' , , 4+00 ~ 5}04 6+04 ~ ~ , 7+00 , 8+00 ~ r r , ' 9-}00 10+00 rr ~ 11 +00 r ~ i i ~ 12+00 ~ 1 _ ~ ~ i , ~ _~I_.__ _ ~ i k EiRan~~ \ ! PROPOSED DREDGING ~ , ~ f ~ ~ , ` r , BOTTOM ELEVATION , ' s, ~r r i ~ ~ ~ ~ • ~ x,50` ~ SEE CROSS-SECTION ~ \ i 'r ! i C ~ ~ i, i i ~ ~ i : Coastal iNetlands Data / i / r r ` r r ~ ~N W f L~` / ~ CWA #1 ~ ~ / ~ r r ~ ' Area Fill Cut t / ~ / t t W ?CW a~-,.`~ CWA #11 CWA #10 CWA #9 CWA ~ 1~~ CWA#1 1765 5F 2074 SF . ~ --CW / CWA #1 Q CWA #12 ~ at ~ a! a! a! J y a1 a! -.s- ~ - i CW~-~ ~cw.~-_.._-~-~-----.~_~....._._~ :~--_s---s,--~~c~, ~ CV1IA#2 13 SF 6615E CWA #13 ~ CWA #3 SF 48 SF i y a± ~ ~ .a! ~ ~ a! ~ J ~ ~ ~ .a~ y a! J ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ CWA ~4 5F 89.5 SF ~ ~ Td--~ ~ CWA #5 SF 474 5F / ~ ~ ~ ~ a~ a' a! a! a! a! at a! a! a! ~ a~' _y` a! ~ of a! a! ~ of a! ~ s+ y ~1 ~ ~ CWA 6 SF 426.56 SF ~ ~ ~ ~ ~ CWA #7 2014.25 SF 495 SF a! .J a! a! a! a! a! a! a! ~ a! a! ar a! a! a a! a' a! a! a+ a! a! l CWA #8 SF 3244.25 SF ~ ~ ~ al ~ a! a' a! a' a' a' ~ ~ ~ a! ~ ~ a' a! ~ ~ ~ ~ , ! ~ ~ ~ ~ ~ ~r ~ CWA #9 5F 292 5F ~ ~ of a? ~ a J ~ ~ ~ a~--a!-- _.__.:~-a~- r ~ _ _ _ CWA #10 5F 1325 SF ~ ~1 a! y J a! ~ a! a y ~ a+ a! a! a! .a~ ~ a! a! + ~ ~ ~ ~ ~ ~ ~ ~ CWA #11 SF 58 5F 1 CWA #12 SF 42 5F ~ ~ ~ ~ ~ i ~ ! al a1 a! a a a ai .J ~ ~ ~ ~ ~ a ~ ~ ~ a ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ CWA #13 SF 204 $F ~ l y ~ 1 i ~ ~ ~ r ~ i ~ s f E l f r ~ ~ ~ a. a s a~ a s a+ a s a~ ~ a a a y a~~ a + ~ ~ ~ ~ ~ ~ ~ CWA #14 5F 174 5F / i ` , G \ ~ ~ y ~ TOTAL AMT OF CW FILL 3792.25 5F TOTAL AMT OF CWCUT - 9607,315E ~ DRY STACK ` ! ! F ! ~ ~ r t , ! ~ ~ a a J~ of a! a s al J a ai a a a a r ~ FACILITY r,.~ TOTAL AMOUNT OF MATERIAL ~ ~ t ' ~ ~ I ~ ~ a a! al a V > a' y yF .a! a! a' ~C J y ~r ~ a~ ~ _at ~ ~ ~ ~ = 29, 041.90 SF REMOVED FOR BA51N / ~ ~ , , ~ , ~ < < r { / , a! a a! a! a ~ a! a a a ~ ~ v ~ ~ ~ a ~ ~ 1 ~ - ~o ~ a a! a!~ _ a! a! a+ a! a! ~ ~ ~ a' aj ~ a+ a! J ' a! a' a! a! a! a! a! a! a! a! a' a! a' a! ~ ~ a' a! a! ' `i ! ! . ! ! ! ~ i ! ~ ! ! ~ a al a a~~~~ a~ a _J a! a a a a a' a a v t ! ~ y v ~ ~ ~ .a1 uiF GB 82C PG 3't7 ENGINEERING PROVIDED BY: DS C9:; PG 633 TRC TRIANGLE, INC. ,ti~B ~ 1 PG 59 500 GLENWOOD AVE. RALEIGH, NC 27603 PHONE: (919) 828-3150 1 ~o z =z i ~ ~ ~ J,ta , a w____ REVISIONS: No. , ; .,a~se'r~trou ~ a o~ tea, cor~Fr~rs I LEGEND AEC AREA ENVIRONMENTAL CONCERN CLR CLEARANCE PROPOSED MARINA DREDGING PLAN N/F NOW OR FORMERLY NLW NORMAL LOW WATER ~d~~~ NHW NORMAL HIGH WATER i PP POWER POLE "n/4Y RIGHT OF WAY COASTAL _._i SF SQUARE FEET WETLANDS COASTAL I W/iN WITHIN HARKERS ISLAND, CARTERET COUNTY, NORTH CAROLINA A WETLANDS FILL ARE t ~ WETLANDS CLIENT. GAPE LOOKOUT MARINA, INC. DESIGNED: (~3 SF) ~ FILL AREA (1 ~5~ SF ) c~ 7.00 EXISTING WATER DEPTH tNLW) JCR ADDRESS: 1136 MANOR VIEW CT DRAWN: SCALE: 1" = 30` ---4•a--- EXISTING CONTOUR LYNCHBURG, VA 24503 + Z.00 PROPOSED WATER DEPTH ~~~°~~4~~~`~~~tn~°o~_ punni~• r nzn ~ h~~_~hr_r_ JCR CHECKED° ~ ~•®i *veti"fess~~ Ii?p~sp i i ivv~. \ `YJ`f 1 `SJJ ;l `EUU RDC 60 30 0 60 120 PROPOSED EXCAVATION IT STROUD ENGINEERING, P.A. APPROVED a 13 151A HIGHWAY 24 RDC SCALE: 1" = 60' SHEET 4 OF 7 CITY, N.C. 28557 DATE: PROPOSED FILL 4?.'• PROJECT PM1774 CAMA MAJOR PERMIT ® pfl°fi, • e~,`` MORE 7479 ~'0p•°°' •a a 12/19/~8 DESIGN FILE PM1774/PM1774 CAMA MAJOR PERMIT C4J v~SCALE - essssoseioe ®NALD . CULLI HEIR .E. 1 „ = 60' 1a 10 10 10 -~--,--,----r--~---r---,---~--~- 10 10 -,--,---,-----,~--,---,--T- f I I C l l l f 1 1 1 1 1 1 1 I I I I I I I I I I l i l I I! I I I i l i l l l l l l 1 I ~ , k I I I i 4 i I ~ I C I I I l i a I I I C 1 1 1 1 1 1! EXISTINGIGRADE ( + EXI TING QRADE i l l f i i i l I l l l!• V I I I+! I{ I I I I IG GRADE ~ I I I I I I EXISTING GRADEI I I ( I I BULKHEAD T -I I T ~ HULKHEAD BULK~EAD - ~ 5 - - - -i- - - 5 - - I -I `I- ! I I -I` u BULKHE~D I BULK EAD ~ I BULKHEAD I I BULK{~EAC I ( I I I( f I I I I I I BULKi~EAD I I I ~ BULK~EAD i I I I 1 ( C I I ( I I I EXISTING GRADE f I I xcAVA IDN I I ( 1 I I I I i I i I I ~ I I I ~ I I ATER I L I it ~ ~ ~ ~ ~ ~ ~ i ! EXCAVATIpN pp I I I iEXGAVATION I ( I I I I I lAAfiERIAL 1 f I G 1 I If fALiN I I r I I MATER$AL I _ ~ a a _ a o 0 XCAVATION ' i 1'I I I I I I I I I I I ATERIA~. I + I i I i' t I I ~ I I i I ~ I I ( I' ! f ~ f - I I I I I + I I i. ! I f ! I ~ i ' I I r ~ I ~ I - I I I c ( I I I I I ' ! ~ I •r ( r C I! - i E ~i ? I ~ I f ~ I , + , II. - , -5 ~ _ ~ H ~ ~ I - =1 ~ _I I -5 ! -ii~lC~tilC - I~lf l_H1=111=1(1=~;-I ~ ! 'sll- I ,I ~ ~ II- i~ f I f- -J -5 ! ! iit-i = i~ , i s ~ i ~ _ i ~ iii ice,!. ,ii I- =ice r~ ~ ~ _ y~ _ -5 I I_[I- + I + I i ~ I ~ I I ( i + I I I ! i I i ~ I I I I I 1 7 11( I I I 1 1 1 1 1 1 1, I I PROP ED GR DE + I I I I PR~POSED IGRADE I I ( I I I I PRD''~O5ED GLADE I D G~ADE I I I I I I I PRQPDSEDiGRADEI I I I I I I I I 1! I I i I I I I I I! l l I I I I I I I l l i l l l l l! l i i l i i l l l l! I I ~ - -10 -10 -10 -10 ~ -10 -10 ~ -10 1a - - - 75 100 125 150 1 ~5 200 -120-100 -75 -50 -25 0 25 50 75 100120 -120100 -~5 -50 -25 0 25 50 100 75 -50 25 0 25 50 25 50 75 100120 -120-100 -75 -50 -25 0 25 50 75 100120 + 2+00 3+00 1 00 J 4+00 10 10 - ~ ~ ~ _ --T_ _ _ 10 1 V -I- T -1~_ T 1 V 1 0 T- _i_- l_ _r _.1 ( , ( + + , ~ t E I { I ( + l i l l l i i l l~ I I I I i I I 1 f I 1 ! ( I i i 1 i 1 1 1 l i i i l l l l I i I 1! I I I 1!( 1 1! 1 1 I I I I! I I I I i I I I I I EX~STING (GRADE I I EXISTING GRADE EXIgTING TRADE ( I i I I ~EXI~TING GRADE I I I I ~ ~ I T ? f I ~ ! I i i l i l I 1 1 i 5 I ( ~ I I { I I I I BULKHEAD I I ~ ~ BULKHEAD I ~ BULKHEAD BULK EAD i I~ 5 5 - _I- - - ~ -I_ - uL~H~Ao~ i _ 5 I I I BULK~EAD I I I ~ I I BULK EAD BULK EAD , , I ~ I I I I I I I 1 1 1 1 1 I V I I I i i i i i ( i i i i I i I I ~ E?~CAVATIIpN I I I I , I M TERIA- ~ EX AVATIQN II it I I XCAVATION ( I ( p TERIA I I ~ E~CAVATtON I I I ( ( - MPTER I A~. i I ~ + I ~ I f I I I ~ I I MAC ERIAL I I I I 1 ~ ~ ~ ~ I _I-.~ ~ ~i I- I -I_ - I I _ -I- - - ~ -a 0 a + + ~I ,i 0 0 - -I II ~ ~ _Iu ~ C I- Q I 1 i ( I ~ I ! I 1~. I II I I I _ I I I 1 , , ,I I I , ~ ' r r I .I ~ I I I I ~ I I I 't E i I - ~ r r ~ I I , I I I I I I ( f ~ I j i l i I , ~ r - - 1 ( ~ V ~ - - I ( I 1 1! i 1! 1 1 1 1 1 1 I l 1 1 1 ~ 1 1 1 I I l i l l I I I I I I I ( ( + i I ( i + f I i I PR~POSED !GRADEI I I ! I PR~POSED ;GRADE i I I i F I C PROPOSED !GRADE I + ~ £ I I I I I I I PRDPpsED GRAD I i l l i l l l l l l i! I l l l I I I I ~ I I I + I I ~ i i! V I I I lI i t -10 -10 -10 -1 -10 -10 -10 -10 - - - -120-100 -~5 -50 -25 0 25 50 75 100120 -120-100 -~5 -50 -25 0 25 50 ~5 10012 120-100 75 -50 25 0 25 50 75 100120 ~5 100120 -120-100 -75 -50 -25 0 25 50 75 100120 y ~+00 ~+oo 8+00 5 ~ 00 10 . - - - - _,__T._~._-,•---_,__,---,.----~--,-- 10 1a ---,-----~--,----T--~--~- 10 1a + I ~ I i ~ I! I; I I l l I I SLDPE VARIES I I ~ 1( 1 ~ I I{ I+ I I I I i I 3:1 MAX. ( i ' I I i i! I l i l l t I I I + I+ l l s I I i I I I I I I ( I i i ' ! ! ~ E+XISTING GRADS , ~ ! I ! l i l I I EXIS ING G~ADE I I 1 i EXI ING GRADE ( i I I j I I I I ( V ~QF I I 1 1 f t ~ f I I ( I 1 ~ 1 I I ( 1 ` MIN. 5 rt rt _I- ~ ~ I I ~ ~ ~I- KH a - -I - - ~ I- I ~ BULKHEATD ~Ul E ~ I ~ BULKHEAD a BULK EAD ~ ~ 5 BILK EAD ; ~„LKH~~~ ~ I I I 1 I I I I I I l i l I I l i f l I ~~2" DIA. HIGH STRENGTH I + I i I I I f ( ~ I E cAVAT~ON I f I I I I I I I a~ TERiAL GALV. THREADED ROD I ' ~ i I I I - I; ( I ~I I i ~ , I it (l I FILTER CLDTH I I ~I I, I ~XCAVAI~ION E' CAVAT ON TERI TERIAL ~I ( ( - - I I + I I~ ~ TWD SAYERS DF SHIPLAPPED _ I- -I ~ 0 -I 0 0 I_ 0 0 (I i t i { ! ( I I 1"X8"X12'--0" -APPLIED VERTICALLY I i { I I I i r I ~ I ! - 1 I I ~,~,,~~ii ~,~r~ ~ 4„X4„X2'-d" O.C. ~l I f , ! I ( I I , I I , I 1 r, iii i~. ~ I r r r~r~i~r~ r r r r r r~r`r ~ 4 "X6"X 16' -d" @ 4' d" d. C. ~ ~ I 1 ~r ' i I I ( I I ~ - I 1 i I i' i' ( ~r~ irrrirrr,rrrirrfrr 'i ~:yl~i~i~~~i~i~ i~i~i~i~i r r ~ PRESSURE TREATED PILE - ! i ~ / c f I _ i .i I I I ~cC.~`!~~cC~~ltCtitn~~` JETTED dR DRIVEN ! _5 _ -5 -5 -I- _ _ , ~ I -5 - -I ; ~~I-,.,~, ,~-~I~I~ ~ , , - I- 5 II , - I- e ~ 1`~i°~~ ( I I! I I l l l . I I I I I I. ~ ~ I I I I l l l I I I ~ ~ ~ +RADE I I { I PRp~pSEO ~RADE I ~ I ( I ( I PRp~,DSED G~tADE I I I 1 f l i PRO~pSED q I ! I I BULKHEAD SECTION A2 ~ ? I I I i l l l l l i l( I I I ( 1 1 1 1 1 1 I I I ~ ! I 1 1 + i I I I ! ~ -10 tALT: VINYL SNEETPII.EI 2 _ I - - -10 -10 10 10 10 REVISIONS: 1 -120-100 -75 -50 -25 0 25 50 ~5 100120 -120-100 -75 -50 -25 0 25 50 ~5 10012 -120-100 -75 -50 -25 0 25 50 75 100 20 ~ 5 1 OO 120 No. BY DATE DESCRIPTION + 9 0+00 11 +00 9 00 PROPOSED MARINA CROSS SECTIONS ~~tt ~ 0 tiL•~~~ ~J ~ ~~I~~~ ~ HARKERS ISLAND, CARTERET COUNTY, NORTH CARDLINA a CLIENT: CAPE LOOKOUT MARINA, INC. DESIGNED: ~ JCR N ADDRESS= 9136 MANOR VIEW GT DRAWN: LYNCHBURG, VA X4503 SCR 8l0ti3fE~iEyFtp c ,.®Q4~'=~~$~ '~!~R®~ PHONE: t 434) 455-9466 CHECKED: . SEAL J~ t p STROUD ENGINEERING, P.A. APPROVED: ~a 3343 151A HIGHWAY 24 RDC ~ SCALE: AS NOTED SHEET 5 OF 7 MOREHEAD CITY, N.C. 28557 DATE: v *040060** 47-(7~4~y7{9/ P 12/19/08 PROJECT PM1774 CAMA MAJOR PERMIT a ® D. G (a SCALE. I 1A DESIGN FILE PM1774/PM1774 CAMA MAJOR PERMIT ONA,LD D.CiTLLTP ER P.. AS NOTED E co U A - 10' -0"' SEDIMENT BASIN FILTER BASIN SAND DA SIZE # # REC. A REQ. VQL SA PROVID D VOL PROM SA REQ. VQ SA PROVIDE VOL PROV DEDTOP EL. INV OUT GRATED G ER FLOW FILTER tAC) PREOONT UNITS UNITS eft l s tf 7 x (f ) s tft X-f~i- 3 Sift z tft ? s tft ) ft ft # UNIT 0 F~ ~ 1.84 NiA NiA 662.4 993.6 fifi7O 1289 662.4 993.6 117(3 1289 N/A NIA C~ ~ 1 N/A ~ 0700 2 0.36 0x9`-5" 4 4 129.6 194.4 160 800 129.6 194.4 160 240 5.75 2.75 D D ~-1 ~ ~ ~ 3 0.48 10'x9' -5" 5 5 172.8 259.2 200 1000 172.8 259.2 200 300- 5.75 3.25 ~ ~ ~ SEDIM NT TRAP 9' -5"' SAND B B DRAIN HS-20 Rated Grate GENERAL NOTES: Cast Iron 1. Concrete: 28 Day Compressive Strength f'c = 5,D00 psi. COMPACTED EARTHEN DAM 2. Reinforcing Steel. ASTM A-615 TOP BERM EL. COVERED WITH 24" THK LAYER RIPRAP OUTLET PROTECTION 8' -0 Grads 64 OF ClASS-B RIPRAP. WIDTH=30` LENGTH=45' 3. Design Live Load = HS-2Q PLAN VIEW ,a-OUTFACE PIPE -CREST OF WEIR SPILLWAY THICKNESS=30" RIPRAP~lAS5-B c~ A i cp VEGETATIVE SHELF ' OUTLET TO EX. GRADE i GENERAL NOTES: FILTER FABRIC 1. Concrete: 28 Day Gompressive Strength f`c = 5,000 psi. PLAN VIEW 2. Reinforcing Steel, ASTM A-615 EXIST. GROUND! COMPACTED EARTHEN DAM EXIST. GROUND/ Grade 60 1'-6" TOP OF DAM COVERED k'ITH 18" THK LAYER TOP DAM OF CLASS-B RIPRAP. GRATED COVER 3. Design Live Load = HS-20 8 7"' ~1 1~ NQTES; FLO SOLID COVER PAVING W----~._.,o LENGTH DF WEIRa1D' CREST OF WEIR SPILLWAY f b 1, COMPACT EARTHEN DAM TO ~~~i~i~~~i~~/~''yi~'~~i~~~~ 00 10" i~~~i~~ii~/~~~~~~~~ii~~~i~i '98x MAX DENSItY tASTM D-698I //~N / ii i iii iii A ~ ~ 12~ SCREEN COVERED WITH FILTER FABRIC AS PER PLANS SED CHAMBER OUTFACE PIPE EMERGENCY SPILLWAY ! ~ i N NOT TO SCALE PROVIDE FITTINGS ~ AS REQUIRED Sri 6" FILL WITH GROUT 18" MIN.SAND ~ 2mm AVG. ~ REQUIRED TD PROVIDE INV OUT 15"x15" KO's A RIP-RAP LISTED IN TABLE Typical SEGTION A-A SAND FILTER SI E PIPE INV. A NV. B WID H (WI LE GTH tL) WIDTH LENG H EPTH SIZE # ti ? {ftl tftl ft} tft) t t') ift} tin? SECTION A-A ELEVATION VIEW 1 2-6" 2.5 2.0 2-8' 30`+ 2'-5` 2-8` 12" CL A TRENCH DETAIL 2 6" 2.5 2.0 8` 30'+ 5' 8' 12" CL A NTS 3„ 1g,. s„ 1a„ 6r, 3 8" 2.7 2.2 8` 30`+ '5' 8` 12" CL A ~L RIP RAP ENERGY 5'-~„ DISSIPATER A A SAND FILTER W' z SLOPE TO DRAIN OUTLET > ~ 5n PIPING `"Q ww U~ W I- SECTION B-B ~N USE FOR SF# 2 AND 3 INSECT SCREEN PRECAST SANDFILTER NTs INV "A" LEVEL SECTION A-A SPREADER INV "B"~ VEGETATED FILTER DETAIL 12 ! I ENGINEERING PROVIDED BY: 1{` , ~ ~ ! 97.98 ~ E ~ ~ ~ ! TRC TRIANGLE, INC. I ~ 1 ~ i I I ,1 ;l ! 500 GLENWOOD AVE. f ~ 1 ! I i i I ! i f I I. I ~ I I ~ E I ! RALEIGH, NC 27603 ~ ~ ! ~ ! ~ ~ ~ E I 11' 1 ~i l I I ! .I f~ ~ I ~I I f .I i~ ~ i ! ~ i III (1 I E ~ ~ jl , I I s ~ !1 PHONE: ( 919) 828.3150 j I I ~ k ~ i f ( ~ ~ ~ ~ E , t ~ ~ ( ~ ! ~ ~ t i ~I [f; ~ I ! t I I ! I I 1 I ~m I ~ i i~ ~ ~ t~~ ! Eli C i ~ i ~ 50.o I ~ l ~ ~ i I ,I E 3 ! ~ I I I IEi f l I~ ~ ~ I~I ! ~ ~ ~ ~ ! ~ I i i i ~ ~ a 30` BUFFER NHW ; i II I. ~ ~ t ~ ! II t ~ i ~ I I! i I i ~ I I ~ ~ I! I I ~ IFS ! ~ ~ ! I i G Il ~ I I ~ i I I C ~ ~ ~ ( SAND f~ ~ REVISIONS SAND FILTER #1 ! ~ ~ I~ ~ (l ~ i ! ( ~ f ~ ~ ~ ~ I I ~ ~ ! i i kk ~ i ~ ~ i No. BY DATE DESCRlP 7f3N I ~ I i ' I! I.. { i i. ill r , ~ F ~ ~ ~ i { ~ ~ PROPOSED ELEVATION 7.0 BAYVIEW ROAD RAW DITCN EXISTING ELEVATION 4. 3,8____.__..__ .__...~_._____,_~._._.__.._.~__..____._-_____...._---.--_._......_.._._....,.___v--------~.---~___~~._.........._._..__...~.~...._~_._.__...______s_..___~__ 2.0 DETAILS rz NTS ftl ti HARKERS ISLAND+ CARTERET COUNTY9 NORTH CAROLINA a CLIENT: CAPE LOOKOUT MARINA, INC. DESIGNED: JCR N ADDRESS: 1136 MANOR VIEW CT DRAWN: ~ ~!d`"°~~}CA~~m''P.~ LYNCHBURG~ VA 24503 JCR ~q ~ PHONE: (434) 455-9466 a°`~~4~~~~~~55! °'~~F`~.~ CHECKED: f~~ "~~4 s RDC r., N p ; EAL 13M i a STR®UD ENGINEERING, P.A. APPROVED: °p= std RDC SCALE: AS NOTED ° 151A HIGHWAY 24 " 'fee°A;iGMOftEHEAD CITY, N.C. 28557 DATE: c- SHEET 6 OF 7 eeeeee>° ~~o~®~ (252) 247-7479 PROJECT #a PM1774 CAMA MAJOR PERMIT $~oapQ D. G@~~° 12/19/08 iPlBiii@@@@ ; _ SCALE: DESIGN FILE PM1774/PM1774 CAMA MAJOR PERMIT Rb&.A-LD D. CULLIPHE P.E. I AS NOTED If .v NOTES; 8` MAX 54' MIN. ND- TBS. - TO BE USED WHERE TOE OF FILL SLOPES EXCEEDS 3 FEET IN VERTICAL HEIGHT VARIABLE AS DIRECTED BY THE ENGINEER 1. TEMPORARY SILT DITCH BUT SUFFICIENT TO KEEP 7. PUT SILT FENCE OR TREE PROTECTION FENCE UP AND ALONG STREAMS TD INTERGfPT FLOW AND/OR DIVERT TO A CONTROLLED OUTLET. SEDIMENT ON SITE TO ENSURE CONSTRUCTION ENTRANCE IS USEO• 2. SILT SHALL BE REMOVED WHEN SILT DITCH iS DNE-HALF FULL. 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT 3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL. MIN. 12-1!2 GA. THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL- MIN. 10 GA. INTERMEDIATE 2"-3" STONE TO BE USED 25' OR WIDTH OF ING DYER THE STONE: THEN THE TIRES OF THE EXISTING SURGE STONE OR RAILROAD VEHICLES MUST BE WASHED BEFORE ENTERING THE ( PROPOSED STREET, PUBLIC ROAD. LINE WIRES WIRES EXI RDA ROADWAY BALLAST) WHICHEVER IS GREATER. 3. IF A PROJECT CONTINUES TO PULL MUD ANO DEBRIS 2' GRADE ON TD THE PUBLIC ROAD, THE GOVERNING AUTHORITY WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY WASTE MATERIAL-COMPACT, f( SEED A MULCH AFTER < S VAR' , NSTRUCTION OF DITCH RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL \ ~Op 2' - 10 GD SILT FENCE FABRIC RESPONSIBILITY FORM. PLAN F 18 INSTALLED TO SECOND \ WIRE FROM TOP ~ 2: VAR. \ r ~ / / / , NEW CONSTRUCTION / / / / / / / o - 2 FRONT vlEw EXISTING ROADWAY 3~' '~jj"~:~ ~ -~tT{I, / _L ~._.I. 2„ MIN. ~./\/\/\/\/\f\// STEEL POST WOVEN WIRE FABRIC 6" MIN. 18 CROSS SECTIONAL VIEW StLK FENGE GEOTEXTILE FABRIC NOTE: ' ~ ~ ~ ' / , TEMPORARY SILT DITCH -USE SILT FENCE ONLY WHEN 3f- r z ABRIC UNDER STONE NTS DRAINAGE AREA ODES NDT 2 ~ ~ EXCEED 1/4 ACRE AND NEVER ~ a -•--FILL SLOPf ~ FOR REPAIR OF SILT IN AREAS OF CONCENTRATED ~ 3 FENGE FAILURES, USE CROSS_SECTION SEDIMENTATION, FLOW. GRADE No. 57 WASHED STONE. CHAMBER WEIR FOR ANCHOR WHEN SILT SAND CHAMBER -END OF SILT FENCE NEEDS FENGE IS PROTECTING TO BE TURNED UPHILL. , „ 6" MIN. COVER CATCH BASIN. OVERLAND FLOW 2 -0 OVER SKIRT ~ CONSTRUCTION ENTRANCE ANCHOR SKIRT AS NTS DIRECTED ENGINEER ~ SIDE VIEW CONSTRUCT NSTRUCTION SEQUENCE FOR STREAM CROSSING CONSTRUCTION SEQUENCE TEMPORARY SILT FENCE i. INSTALL SILT F' SCREEN COVER AS SHOWN ON PL !NSTALL SILT FENCE AT CLEARING LIMITS 1: CLEAR AREAS WHERE EROSION CONTROL MEASURES ARE TO BE CONSTRUCTED. 1S SHOWN ON PLAN AND AT EDGE OF CREEK. 2. INSTALL EROSION CONTROL h1EASURES iTEMPORARY SEDIMENT WITH FILTER FABRIC DD NOT INSTALL ~O NOT INSTALL SILT FENCE ACROSS CHANNELS. TRAPS. SILT FENCE+ TEMPORARY DIVERSION SWELLS, ETC.•1 MINIMUM AVERAGE. NTS 2. INSTALL CONSTRI NSTALL CONSTRUCTION ENTRANCE. LEAR AREA TO LIMITS SHOWN. 3. COMPLETE CLEARING OF SITE TO LIMITS SHOWN ON PLANS. DEPTH = 18" 3. CLEAR AREA TO E 4. INSTALL TEMPORI NSTALL TEMPORARY SEDIMENT TRAPS 4. INSTALL STORM DRAINAGE AND BLOCK AND GRAVEL INLET PROTECTION. #3 AND #4 IF Ni 5. DIVERT STREAM 1 ~3 AND #4 IF NOT ALREADY INSTALLED. STORM DRAINAGE MUST BE COMPLETED"-.EARLY IN PROJECT TO PROPERLY IVERT STREAM TO NORTH SIDE OF CHANNEL. FOLLOW EROSION CONTROL PLAN PARTI'GULARLY IN THE AREA OF BUILpING SITE-BUILT SAND FILTER A NATURAL GROUND OR FILL OR CUT SLOPE 6. INSTALL SOUTH E NSTALL SOUTH BARREL TO LENGTH REQUIRED AND #26 AND #Z9 ALONG WITH TST'S #2,T' AND 6• FILL AROUND PIPE NTS Z`MIN. FLOW OF BARREL. LL AROUND PIPE. PLACE RIP-RAP AT BOTH ENDS BARREL. 5. PROCEED WITH GRADING OF SITE. CONTRACTOR SHALL GRADE AREAS AROUND 7. DIVERT STREAM 1 IVERT STREAM THROUGH SOUTH BARREL. TEMPORARY SEDIMENT TRAPS SO AS TO'MAINTAIN SEDIMENT TRAPS TD SIZE SHOWN ON PLANS. NSTALL NORTH BARREL TO LENGTH REQUIRED AND FILL 6. ADDITIONAL TEMPORARY DIVERSION SWELLS SHALL BE CONSTRUCTED, AS NEEDEO+ FLOW 8. INSTALL NORTH E OUND PIPE. PLACE RiP-RAP AT BOTH ENDS OF BARREL. TO CAPTURE RUNOFF FROM THE DRAINAGE WAY THROUGH THE SITE AS CLEARING GRATED COVER FLOW SLOPES: AROUND PIPE. PLC 9. INSTALL SILT FE 2:1 MAX. t TYP. ) 8 rr 6 " MIN . 10. CONSTRUCT HEAD NSTALL SILT FENCE OVER TOP OF B07H BARRELS. ;ONSTRUCT HEAD WALL ON ENDS OF BARRELS. AND GRUBBING PROGRESSES TO ROUGH GRADING. 11. FILL AREA TD B ILL AREA TD BRING LEVEL TO FINISHED GRADE. 7. TST`S #2 AND #T SHALL BE ADJUSTED AS GRADING IS PERFORMED IN THEIR ~ 12. ESTABLISH PERM :STABLISN PERMANENT GROUND COVER WITHIN 15 WORKING DAYS PROXIMITY, BECOMING BASINS AT FES#9 AND FES#11. 130 CALENpARS DF LAND DISTURBING ACTIVITY. 0 0 0 0 o GD ACTED FILL DR 30 CALENDARS ~ OIT H 13. MAINTAIN ALL E dAINTAIN ALL EROSION CONTROL MEASURES AND INSPECT g. AT COMPLETION QF LAND DISTURBING ACTIVITY, ESTABLISH PERMANENT GROUND COVER O ~ ~ ~ - AFTER EVERY RAI 14. AFTER PERMANEN TER EVERY RAIN EVENT AND AT LEAST ONCE A WEEK. WITHIN 15 WORKING DAYS OR 30 CALENDAR WHICH OVER IS SNORTER. AFTER PERMANENT GROUND COVER IS ESTABLISHED. REMOVE REMAINING ~ ~ ~ ~ EROSION CONTROL IOSION CONTROL .MEASURES AND STABILIZE AREAS. 9. ONCE PERMANENT GRDUNp COVER IS ESTABLISH IN ADJACENT AREAS OF TEMPORARY 15. INSTALL LEVEL C~ C~ C~ C~ C~ NATURAL GROUND OR FILL OR CUT SLOPE ~ ~ C~ SED MENT TRAP [NSTALL LEVEL SPREADERS AS SHOWN ON PLANS. SEDIMENT TRAPSe INSTALL SILT FENCE DOWNSTREAM OF TRAP, REMOVE TRAP, COPLETE FINAL GRADING AND ESTABLISH PERMANENT GROUND COVER. 2'MIN. 10.ESTABLISH PERMANENT GROUND COVER ON REMAINING D]STURBED AREAS. FLOW SEEDBED PREPA CDMPAGTED FILL 8ED PREPARATION 11.REM4VE REAMING EROSION CONTROL MEASURES AND STABILIZE THOSE AREAS. 12•CONSTRUCTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AFTER EVERY RAIN EVENT 1. CHISEL COMPACTED AR L COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL AND AT LEAST ONCE PER WEEK, SEDIMENT SHALL BE REMOVED ONCE IT REACHES 50q. SAND MIN. CONDITIONS, iF AVAILAI 2. RiP THE ENTIRE AREA ITIONS, iF AVAILABLE. CAPACITY OF TRAP OR EARLIER. HE ENTIRE AREA TO 6 INCHES DEPTH. VE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE TYPE "B I3 3. REMOVE ALL LOOSE RC B REASONABLY 5MDOTH Y AGRICULTURAL LIME, FERTIL ZER, AND SUPERPH05PHATE UNIFORMLY ANO MIX DEPARTMENT OF TRANSPORTATION BERM1 DITCH 4. APPLY AGREGULTURAL DRAIN WITH SOIL {SEE BELOW soil {SEE BELOW*). SEEDING SCH E D U C E NfITfS. 5. CONTINUE TILLAGE UNl IS PREPARED 4 TO 6 INUE TILLAGE UNTIL AWELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED EPARED 4 TO 6 INCHES DEEP. POSITIVE GRADE MUST BE APPROVED TO ASSURE DRAINAGE. S. SEED ON A FRESHLY E ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING IF SLOPE EXCEEDS 2%+ SEED 8. MULCH DIVERSION. TRY NOT TO EQUIPMENT OR CULTiPi EXCEED 5% { HIGH VELOCITIES RESULT). MAXIMUM O.A. =5 ACRES 7. MULCH IMMEDIATELY AI 'MENT OR CULTiPACK AFTER SEEDING. SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1} H IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. WITHOUT SUPPORTING CALCS. DIVERSIONS AT THE TOP DF SLOPES 8. INSPECT ALL SEEDED i :CT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS 4R RESEEDINGS WITHIN MUST EMPTY INTO AN APPROVED SLOPE DRAIN. THE PLANTING SEASON 'CANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 6D% DAMAGED TABLISHED FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. TYPE P~,ANTING RATE BERM/DITCH IS MOST COMMONLY USED. REESTABLISHED FOLLO ~aN view ~DUTFALL PIPE 9. GONSULT CONSERVATli CULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTiLIZATfON AFTER PERMANENT CO R PERMANENT COVER IS ESTABLISHED. T MPORARY D I VERS I ON BERM/DITCH * APPLY: AGRICULTURA A E FERTILIZER 'LY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE OR 3 TONS/ACRE IN CLAY SOILS AUG. 15 - NOV. 1 TALL FESCUE 300 LBSJACRE FERTILIZER - 1044 LBS/ACRE (14-10-10) NOV. 1 - MAR. 1 TALL FESCUE 300 LBS/ACRE GRATED COVER 8 " NTS SUPERPHOSI SUPERPHOSPHATE - 540 tBS/ACRE (207) &ABRUZZI RYE 25 LBS/ACRE MULCH - 2 10" SOLID COVER MULCH - 2 TONS/ACRE SMALL GRAIN STRAW MAR. 1 -APR. 15 TALL FESCUE 304 LBSJACRE ANCHOR -ASPHALT EMULSION AT 450 GAL./ACRE APR. 15 -JUN. 30 HULLED COMMON BERMUDAGRASS 25 LB5/ACRE FLOW-______~ PAVING ANCHOR - ~r/fir//iri//i/rte' i~fi/ r/f//ir//i//i////i////i//i JUL, i -AUG. 15 TALL FESCUE AND 120 LBS/ACRE BROWNTOP MILLET 35 LBS/ACRE N////r//ir//f//r//i/ ~u ///rj////// /l///////// 4R SORGHUM -SUDAN HYBRIDS 3fl LBS/A~~('E ~ 12" ~ 10.0' SPIL WAY fL. 6.0 ~ ~ SAND q 1.s' SLOPES (3:1 TO 2:1) MiN. 1/2" REBAR OUTFACE PIPE MAR. 1 - JUN. 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE 6 O.C. EACH WAY - MIN & 10.0` SPILL {MAR. 1 -APR. 15) ADD TALL FESCUE 120 LBS/ACRE MAR. 1 -JUN. 30 OR ADp WEEPING LOVERGRASS t0 LBS/ACRE ~ 21.0 WAY EL. 5.5 MAR. 1 -JUN. 30~ OR ADD NULLED COMMON BERMUDAGRASS 25 LBSJACRE - - - PROVIDE NIPPLE FITTINGS FlLTER FAE JUN. 1 - SEP. 1 TALL FESCUE AND 12D LBS/ACRE FlLTER FABRIC BROWNTOP MILLET 35 L65/ACRE ~ ~ ~ ~ ~ ~ ~ ~ ~ r ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ E G T . A S R E 0 U I R E D OR SORGHUM -SUDAN HYBRIDS 30 LBS/ACRE 0 n SECTION A-A pVEREENTBRECGRAtEPOPENING) A SEP. 1 - MAR. 1 SERICEA LESPEDEZA (UNHULLED - UNSCARIFIED) 70 LBS/ACRE AND TALL FESCUE 120 LBS/ACRE PLAN VIEW NQV. 1 - MAR. 1 ADD ABRUZZI RYE 25 LBS/ACRE „ 24" HOPE PERFORATED STANDPIPE CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL IN- CLASS A FORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDEb AREAS. THE ABOVE - 3 18 6 18 6 1$ 6 DETENTION STRUCTURE ~Or 15" PERFORATEO HDPE RIP-RAP VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS, OTHER SEEDING BERM E BERM EL. 7.0' DIDSHCAPPEDIPE WITH OVERFLWA~ L 7 0` SEDIMENT GHAMBER EN SPILL RATE COMBINATIONS ARE POSSIBLE. _ ',,II . ~ ~ 24" MAX. ' 3 3 31 FILTER 'Or , SAND BERM EL. 6.0 AT CENTER TEMPORARY RESEED ACCORDING T4 OPT1MUM SEASON FOR DESIRED PERMANENT VEGETATION. 15" HOPE EL. 5. 3 DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE MOWING,OTNERNISE , ' FESCUE MAY BE SHADED OUT. t ~ ~ ~ ` ` EL. 4.5' 1 6" HDPE 3 rr BOTTOM EL.4. , SAND FILTER FABRIC n 1 rr SAND FILTER J 3.0 0,0 INV. OUT 2.5' ANTI FLOATATION 2,7~` - - C~LLAR ` UNDERDRAIN COLLECTION SYSTEM SECTION A - A y " w ~r " SLOPE TO DRAIPI----.- 6" PERFORATED HDPE REVISIONS: rr ~ ~ ~ ~ 7Y i r jr f ~ 7Y ~ ~ ?Y ~ ~ y 7k' No. 8?' DATE DESCRlPTfON „ NOTF~ 18 MiN. CLEA _ WASHED SANG SEDIMENT CHAMBER AND SAND FILTER SHALL BE LINED WITH i~\/ SECTION B B n L= THE DISTANCE SUCH THAT PANTS B ~2~1 AVG. DIAM. SEAMAN CORP. XR-3 REINFORCED GEOMEMBRANE OR APPROVED EQUAL. lei /j/ ~\\~\l~\ /j A AND B ARE OF EQUAL ELEVATIO SANDFILTER NTS FILTER FABRIC WRAPPED AROUND PIPE DETAILS ~}y. a_ ENGINEERING PROVIDED BY: NOTES: NOTES ' v 6"PERFORATED (1) STC TRC TRIANGLE, INC. PIPE/ PEA GRAVEL KEE (1) STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER FROM CUTTING AROUND THE DAM. TYPICAL SECTION UNDERDRAIN 500 GLENWOOD AVE. sYSTEM (a) sr~ (2) STONE CHECK DAMS SHOULD BE SPACED iN A CHANNEL HARKERS ISLAND, CARTERET COUNTY, NORTH CAROLINA o USE FOR SF# 1 50 SO THAT THE CREST QF THE DOWNSTREAM DAM IS AT THE DESIGNED: N RALEIGH, NC 27603 sA~ SANDFILTER SAME ELEVATION OF THE TOE OF UPSTREAM DAM. CLIENT: CAPE LOOKOUT MARINA, INC. ,JCR N PHONE: (919 ? $2$-3150 Nrs ADDRESS: 1136'MANOR VIEW CT DRAWN' °s€aaaaaaaep? LYNCFI6URG, VA 24503 S STONE CHECK DAM DETAIL °~,°`,,,lp Fd~~• /~iI ~~R ®y4~~e~e'~oevotee~/„ dsee l+f1EC(\ED~ 'O Ae~~~e~~~~~S~~~v,~~.~~e~+ PHONE: (434,) 455-9466 NOT TO SCALE RDC w e SEAM A STR®UD ENGINEERING, P.A. APPROVED ° 13343 RDC 151A HIGHWAY 24 E SCALE: AS NOTED SHEET 7 OF 7 MOREHEAD CITY, N.C. 28557 DATE: Q 7-7479 PROJECT PM1774 CAMA MAJOR PERMIT 12/19/08 DESIGN FILE PM1774/PM1774 CAMA MAJOR PERMIT ea~e~saeea~~ ISCALE; CUNALD' D.CIILLTPH R P.E. AS NOTED