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HomeMy WebLinkAbout14-19 Minor Mod Oversized PlansW N z ui w N w "• z -I 96 v \ £q \ p LA SCAPE CFI• P x O O2 0 a 00 37.00 �,,\• p8°� , 69 �r Q N/F Q4r DELMA JAY 8. ROSA MORRIS F PIN: 537502975116000 DG 1 471 , PG 177 .• 2 yey REP I R 4R cj 4 A J Cj o o 'EPA 1 r" y �0 0 AREA 3>. 10 3i / •�, 37. p0 A :•� \, STREET SIGN STATING v _ F •-••- �• 6°•°°'� 37.°° e 11 'J „SHORE FRONT DR. „ / �--.• `•���\ ���� 4 3j• 12 Q •` SPo i R w" 13 1 4 O 0) CV •• �0Cj 4 O �O 0 00 4 4� 296, 29 s a 1s N, �' \ 3j•,, INFILTRATION BASIN #2 SHEET iNnFY 01 - OVERALL SITE PLAN 02 - EXISTING CONDITIONS PLAN 03 - SITE & I- ANDSCAPE PLAN 04.1 - EROSION CONTROL PLAN PH-2 04.2 - EROSION CONTROL PLAN PH-2 05 - GRADING AND DRAINAGE PLAN 06 - BMP DE I � I L S 07 - BMP DELINEATION 7.0 DATA y �' �\ w o ° m �e o e g>" oo / Q SITE o % , ` 39 0 J 6.45 / �, •�• .�. m 0" " 4O o 71 •6, 0:- TRACT AREAS TOTAL TRACT AREA = 12.04 AC 404 WETLAND AREA 3.541 AC y COASTAL WETLAND AREA - 0.83 AC 11.21 o PROJECT AREA - 488.481.84 SF - AC AREA WITHIN 75' AEC - 2.802 AC AREA WITHIN 30' CAMA SETBACK - 1.137 AC / FLOOD ZONE PORTION OF LOTS ARE IN A FLOOD ZONE AE ELEV=9.0' F.I.R.M NUMBER 3720534600K WITH AN EFFECTIVE I I rq DATE OF NOVEMBER 3RD, 2005. I I i I 14" I COUNTY ZONING j I 11 PROPERTY IS CLASSIFIED AS "UNZONED" IN CARTERET COUNTY I � 1 / I " PROPOSED IMPACTS 1 1 I ,v DEVELOPMENT WITHIN 75' AEC: 1 m - Ir PROPOSED AREA = 0.ACI PROPOSED IMPERVIOUS08 0.024 AC (LOTS 31-35 FOR RV'S d PORCHES) fI I �•,..i w 4€ DEVELOPMENT WITHIN 30' CAMA SETBACK: f> PROPOSED AREA = 063 AC (GRADING. BULKHEAD AND 6' WIDE BOARDWALKS) THERE ARE NO PROPOSED IMPERVIOUS AREAS i .•-- "- I� 3 ' PROPOSED 404 WETLANDS IMPACT: I lb M I PROPOSED AREA = 0.112 AC (FIRE APPARATUS ROAD 8 RETAINING WALLS) THERE ARE NO PROPOSED IMPERVIOUS AREAS. FIRE APPARATUS ROAD SHALL BE CONSTRUCTED ,-- - -.1 /•' WITH WASHED tt57 STONE AND IS CONSIDERED PERVIOUS. COASTAL WETLAND IMPACT: PROPOSED AREA = 0.006 AC (WATER DEPENDENT ACCESS. 6WIDE DOCK d KAYAK LAUNCH RAMP) �. ►-- -•► `' �I THERE ARE NO PROPOSED IMPERVIOUS AREAS. THERE IS NO PROPOSED EXCAVATION OF FILL. 1 'r 1 PERMITTED LAND DISTURBANCE UNDER PERMIT #: CARTE-2019-04 MOD = 6.98 AC � PROPOSED 2ND PERMIT MODIFICATION LAND DISTURBANCE = 0.22 AC ••- _ _ _ TOTAL LAND DISTURBANCE = 7.20 AC 00nonce'n , nw nCtuCITV 4ZTf1RMWATFR PERMIT F TRAT PROJECT AREA = 488,481.84 SF = 11.21 AC PROPOSED IMPERVIOUS: TM SF MA VHEM LUI 300 SF MAX PORCH PER LOT 64 SF MAX ACCESSORY BUILDING PER LOT 764 SF MAX PER LOT FOR 56 RV LOTS = 42.784.00 SF = 0.982 AC PROPOSED 20 WIDE ASPHALT DRIVE = 18.929.41 SF = 0.434 AC PROPOSED 18' WIDE ASPHALT DRIVE = 13.553.05 SF = 0.311 AC F PROPOSED HIS/HERS RESTROOM = 150 S = 0.003 AC TOTAL PROPOSED IMPERVIOUS AREAS = 75.416.46 F = 1.731 AC TOTAL PERCENT IMPERVIOUS = 15.44% NOTE: FIRE APPARATUS ROAD AND PARKING SHALL BE WASHED #57 STONE: PARKING PER RV LOT SHALL BE WASHED #57 STONE. THERE ARE NO MINIMUM BUILDING LINES. A 10' LANDSCAPE BUFFER IS REOUIRED ALONG THE EASTERN PROPERTY BOUNDARY. c'0 . \ +4 S m /I/n- tiT IN IL ION BASIN #1 N/F DELMA JAY 8. ROSA MORRIS PIN: 537502975116000 DIG 1471. PG 177 96 �• 4 Fk� S ` 26 , FFiy' CF` N/F FIRST & LAST CHILD, LLC PIN:535702871120000 DB 961, PG 60 S13°02'42 7p 2 nn• � �Q SITE WHITE OAK RIVER OIV VICINITY MAP (NTS) \S 8 COASTAL WETLANDS WASHED "57 STONE R' 1 p4R1''., 4N OFF ` SE T EX. CONCRETE RAMP SHALL BE CONVERTED TO A KAYAK LAUNCH •-.- 'd• b01 9 .� 0 26 , .. � .V.=` T i .�$ .:,�..r8 L .. •`•'`•'•r °rM° n •,.�:�` , ' ,, 3 / j MARINA (56 SLIPS) e`_ 37.°° •/= •, ' it SEE MARINA PLAN FOR DETAILS - - - >r =` i .< EXTENT OF CDASTAtt„ °••-i ' ` - _- T -= •�-_ -__ _ \� 5°5 ._.._.._SqH ly ._ - �y WETLANDS L INE er l '700, : •a _:1 "� + _, .' „ , a= -, 4 c, 2q•---,- i 04 WE NDS 2 r ° ;LA %. 6 . r /: = COASTAL - / L h 1- N/F 7 �. - `..= �` =� p , �� � �`/ � WETLANDS FIRST & LA S T C H ILD, LLC _ . ♦' ' . / PIN:535702871120000 lk •97. 4j $ 4 0" 7 19 v vv�. � h \\ 43 g ° �z•g5 `,'�, O � �� ��lill ill �lll l lllll� ll l / l i�44 H I S/HERS /� - O W cn RESTROOM 2 Q Q iX 1 Q i 1 5 Q �,n/ V .00� 0 SPES 4'` EXT;ENT,. -OF;- 40.4 //// //// j//// �lll 1l/ll 47 s o�. ,`f o •....�% 4q, '", I A / Q / / o •s + ,: f WE.,TL NQS LINE � . 0 32.:.. �Q ll/l I j l ll 111 l l !l ly/ l l lI// & o0 36' a,,s t t_....� �` ��`��>� � `: v' ':F; frl/ _ �,. :r l / , / s � • L. � ,, y1 .: �;�.•.. _ `v'r 1 ROLL CART, "TF,ASH CAI of L ry 0 t�I Q� l l i l llIlll yh' 1 0 (CO 49 1 l I •3 0 (� f � 00 ` .� �- .� '\ °o `O ' €. jr_ ,,� p�Y/� L`.; �€ t x(S' �, .r3, .� s. 3 S IRE:.A``t;r2 I ,4 % 00 0 CES R I m g4 o S ^ N { ,5 O O o is .%i / 'w,l2z I o i \ 35 yo TRANSITION FROM 24 WIy,,.,< : :z ��, c 0 2 � z. i 3 ROAD TO 18 I DE ROAD t _ > 3yy \ 3,•00 3.0p POO WEST, OF I NTEirtSECT I ON :. 6. 38. 3, 4 �� ss I p '?� :j' •E' Y : fi00 n/ / .,9.0 •� 2g, i t' \ r / I. O , , , ` . � _ O � 4 s°} �: I ,>e. 20' R/W & 20 , ASPHALT DR I ark (TYP) ; STREET SIGN STATING \ �` INSET "SHORE FRONT DR." �� SCALE: 1 "=60' EX. EOP­"� SHEET # 1 OF 7 PROJECT #:PM1258-2 DESIGN FILE #:Construction Drowings.dgn Ld z_ J U a S14@-7:$��• �, �,` COASTAL WETLANDS \. "\ 071, - \ F NORMAL HIGH WATER - I 30' CAMA BUFFER 4 > °\ y 50' SAHQW BUFFER 100' SAHQW BUFFER 362.�n o 'n \ �' RV LOT AREA TABLE (MIN. ALLOWABLE = 2,000 SF) RV LOT # RV LOT RV LOT # RV LOT AREA (SF) AREA( SF) 1 2404.88 29 2998.89 2 2405.00 30 2405.72 3 2405.00 31 2512.86 4 2405.00 32 2507.40 5 2405.00 33 2427.27 6 2405.00 34 2634.11 7 2405.00 35 3129.51 8 2405.11 36 4062.40 9 2405.05 37 2842.20 10 2405.11 38 2405.00 11 2405.00 39 2405.00 12 2405.00 40 2405.00 13 2404.98 41 2405.00 14 2405.00 42 2405.00 15 2405.00 43 2405.00 16 2405.00 44 3534.26 17 2455.37 45 3306.98 18 2989.90 46 2275.00 19 4156.15 47 2275.00 20 3524.46 48 2275.00 21 2405.00 49 2275.00 22 2405.00 50 2236.35 23 2405.00 51 2786.23 24 2405.00 52 2275.00 25 3723.59 53 2275.00 26 3410.80 54 2275.00 27 2405.72 55 2275.00 28 2405.72 56 2606.58 .0 30 0 •0 • 1 1 1 1 1%/%/%////%/I I I I I "///%/% •0 , �RI pq R NOTES: •�'�Fr 1. BOUNDARY SURVEY AND 404 WETLANDS TAKEN FROM MAP PREPARED BY JOHN L. PIERCE & ASSOCIATES P.A. LOCATED IN JACKSONVILLE. NC 2. TOPOGRAPHIC, NORMAL HIGH WATER LINE AND COASTAL MARSH SURVEYED BY STROUD ENGINEERING, P.A. OF MOREHEAD CITY. NC. 3. WATER TO BE PROVIDED BY PRIVATE UTILITY AND SEPTIC SHALL BE ON -SITE AS APPROVED BY THE CARTERET COUNTY HEALTH DEPT. 4. ELECTRIC TO BE PROVIDED BY CRAVEN ELECTRIC. 5. NO MARINAS OR DRYSTACKS EXIST WITHIN 1000 FEET OF PROPOSED PROJECT. 6. NO PARKING - FIRE LANE SIGNS TO BE INSTALLED PER THE REQUIREMENTS OF THE NORTH CAROLINA FIRE PREVENTION CODE. 7. ANY PROPOSED SIGN TO BE DESIGNED PER THE REQUIRMENTS OF THE CARTERET COUNTY ORDINANCE. 8. USES FOR BUILDINGS AS SHOWN OR AS OTHER PERMITTED USES WITHIN ZONE 9. RV'S WITHIN SFHA FLOOD ZONE AE9 SHALL ADHERE TO THE FOLLOWING: A) OCCUPANCY IS LIMITED TO FEWER THAN 180 CONSECUTIVE DA'S. B) RV MUST BE FULLY LICENSED AND READY FOR HIGHWAY USE. C) RV MAY ONLY BE CONNECTED TO SITE UTILITIES USING A QUICK DISCONNECT TYPE APPARATUS. D) NO PERMANENT ATTACHMENTS ARE ALLOWED. 10. DUMPSTER AND GARBAGE RECEPTACLES EXIST ON ADJACENT WHITE OAK SHORES RV PARK AND SHALL BE USED BY THE PROPOSED 56 RV LOTS. 11. SHOWER, LAUNDRY AND OTHER AMENITIES EXIST ON ADJACENT WHITE OAK SHORES RV PARK SHALL BE SHARED WITH THE PROPOSED 56 RV LOTS. 75' AEC Ilk - SEAL. " 037378 = G jY(l r SECTION A -A SEE SHEET 9 N/F: HAROLD R. COMER, ETAL PIN: 535702953841000 DB 1474, PG 74 OVERALL SITE PLAN JUN 2 0 2019 CIA-MHID CITY REVISIONS: Na BY DATE DESCRIPTION 1 CMC 11129118 MARINA REV. PER DMF 2 CMC 1122119 MARINA REV. PER DMF 3 CMC 2110119 COUNTY COMMENTS 4 1 CMC 14111119 1 CCHD SUBMITTAL 5 1 CMC 1614119 1 CAMA MOD SHOIR� F 11 RO N T 11 A Rl' ['< ". RV PARK 8. MARINA WHITE OAK TWSP., CARTERET COUNTY, NORTH CAROLINA CLIENT:HAROLD COMER, ROBIN COMER & DESIGNED: DONNA COMER CM ADDRESS: 400 WETHERINGTON LANDING RD. DRAWN: STELLA. NC 29582 CM PHONE: 252-725-0548 CHECKED: '-M °][°]HIIE (CUlL]LIP HER GII�,OUP, P.A. APPROVED ENGINEERING & SURVEYING SERE'ICES CMC 151A HIGHWAY 24 DATE: MOREHEAD CITY, N.C. 28557 (252) 247-7479 LICENSE NO.C-4482 06/04/19 SCALE: CHARLES M.CULLIPHER, P.E. 1 "=60' w 0 Z w PROPOSED LIMITS w OF DISTURBANCE Z 96 r r y/ ♦'N / F ,� �c 1 k• I F� �� °` � � DELMA JAY & ROSA MORR I S O PIN • 5375029751 16000 F / _ �• DG 1471 PG 177 Q °. / xe .; Fu Cj V O�'00 PROPOSED LIMITS ��� y soe�TS1 ��5 " ;P �� �° a�a t ��'%� OF DISTURBANCE 70 "it' 11 y 0 1 v N w �~_ �a0 ;8 f / 4 'l• PROPOSED 4 WETLANDS IMPACT AREA 0.106 AC �� �y• r 4 ♦ � ,�. .! as % ,' ° � ! �• s "5•. \ �,v,�� � M to \ .•. a � ate`. d" »' ' �/ r �4 -99 4," ... ,... ,k,� 1 m ' t / r� $g ♦ PROPOSE 75`AE/C� IMPACT / ' r e Il!r 1 r �.� a > Q BAR A j� V. 32§, Ali°)i j3,: ,.,i. •/ ' s g s a g 3 I � +� � 7 x'' as � r t� � '{� € , t � `� �°an F � �I I � ,�� .. r 1 f '`:., '�' `'.�p Y� .�' i' . "° /� •i PROPOSED LIMITS i ! r r if i , - t r r �• v>, % OF DISTURBANCE�_ m� ma..�� ! r- .` 3 r. s a�� ' ` ai ! }f !r ri >' Y 3 F ' ! '� ' r 3 41 L ° f P t F t. NEW LIMITS OF DISTURBANCE 4 PERMIT CARTE-2019 04 MOD i>� 6.98 A ALLOWS C DISTURBANCE r `�- D*7 NEW LIMITS OF DISTURBANCE /•''" r ' ° m �� ,'° /{' ri �" L ��kL !, TOTALS 7,20 AC I f I 4 �> l 1 `�/'/0 I C II C `.2 a I I� °� l♦ a„ ... ' _..•--- _.i rt ! 1`O' �: # �� l iw"."a`. . A`` ,.....,..:.>. M:....,.,.-.........n...,......,... t $. r fit' %;f` .yI 'T '�,' ' =' ~'f�4 P,0SED: 75.E AEC IMPACT T . r r C Q i `----_--�, 411 7 i u, � i may" •., fitT T OF, a4 ' /13 " " PROPOSED 75 AEC IMPACT. r.., > i _ ,, * �� � � ��.,,, ' .� `.,,•i AREA 0` 004 AC p ` dye` � ,t, F.�,.,' pQ- 9. u. O � 4 " 1 x ` .., ' • U -emu — - 1 ..-...... 7 d i.` 1° ' m_ �.` is <' ANpW /`! = • jai A '1. OE COS L WTI..QNIS .e,�, E< ,: � .y "r'� `t•oY"" '' � s:.F" `1'` o.' ��� -`� « ,° �: w a, .4. ` .. x ` • - g > N/F_ .�w ' E Is FIRST � � i S CHILD. LLC -�-- ;_ �,IX_,F I / p IN:5357028711 20000 523° - x F s.a 071, -OASTAL WETLANDS NORMAL HIGH WATER v p, 30' CAMA BUFFER 50' SAHOW BUFFER 100' SAHQW BUFFER St362.20 �,"; 75' AEC g 52'OT..f P .0 0 T v� 2 ti v�Q ys� ITE WHITE OAK RIVER VICINITY MAP (NTS) PROPOSED 30' CAMA BUFFER IMPACT AREA = 0.063 AC S13002'42 PROPOSED COASTAL WETLAND DING IMPACT AREA#1 = 0.002 AC l� R jpgRl� 41V 0� FF -EX. CONCRETE RAMP SHALL BE CONVERTED TO A KAYAK LAUNCH 'e. 236 LF EXISTING RIP RAP ` SHORELINE STABILIZATION PROPOSED COASTAL WETLAND SHADING IMPACT AREA#2 = 0.004 AC NOTES: 1. THERE ARE NO PROPOSED IMPERVIOUS AREAS ASSOCI-TES ` LEGEND ' 404 WETLANDS COASTAL WETLANDS ,I ®--C°5-----EXISTING CONTOURS EXISTING LIMITS OF DISTURBANCE L D— PROPOSED LIMITS OF DISTURBANCE PROPOSED WETLAND, BUFFER, AEC IMPACTS & SHADING. SEE COLORED EXHIBIT IN APPLICATION PACKAGE. WITH THE PROPOSED IMPACTS TO THE 404 WETLANDS,' J REVISIONS: 30' CAMA BUFFER OR COASTAL WETLANDS. 2. ALL GRADING WITHIN THE 30' CAMA BUFFER SHALL �VEm Na BY DATE DESCRIPTION CREATE SHEETFLOW OF RUNOFF AWAY FROM WHITE OAr RIVER AND TOWARD EXISTING WETLANDS. 3. THERE IS NO PROPOSED EXCAVATION OR FILL WITHIN COASTAL WETLANDS. ONLY SHADING IMPACTS PROPOSED BY 6.0' WIDE BOARDWALKS FOR ACCESS TO MARINA AND KAYAK LAUNCH. 4. PROPOSED 404 WETLAND IMPACTS ARE FOR THE INSTaLLATION OF A FIRE APPARATUS ACCESS ROAD AND T-HEAD TUI,N AROUND AS REQUIRED BY NC FIRE CODE FOR MARINA. 5. FIRE ACCESS ROAD TO BE CONSTRUCTED WITH 8" OF --'WASHED #57 STONE ON TOP OF CLEAN SAND AND GEOFABRIC AND IS CONSIDERED PERVIOUS PER STATE STORMWATER REGULATIONS, RE�E. N/F : HAROL D R . COMER, E*�L2 ®20 PIN: 535702953841000 D B 1474, PG 74 M-M H D CIT I CMC 11129118 MARINA REV, PER DMF 2 CMC I/22/l9 MARINA REV. PER DMF 3 CMC 2110119 COUNTY COMMENTS 4 CMC CCHD SuBmITTAL 5 CMC 6/4/19 CAMA MOD EXISTING CONDITIONS AND WTLANDS IMPACT PLAN SHO �11.i -1 FllDf-%NT PARIX11K. RV PARK & MARINA WHITE OAK TWSP., CARTERET COUNTY, NORTH CAROLINA CLIENT:HAROLD COMER, ROBIN COMER 8, DESIGNED: DONNA COMER C ADDRESS: 400 WETHERINGTON LANDING RD. DRAWN: STELLA, NC 29582 C PHONE: 252-725-0548 CHECKED: SHEET # 2 OF 7 PROJECT #:PM1258-�2 DESIGN FILE #:Construction Dr®wings.dgn SEAL'„ 037378 Ntt��`\`� ENGINEERING & SURVEYING SERVI61,; 151A HIGHWAY 24 MOREHEAD CITY, N.C. 28557 (252) 247-7479 LICENSE NO.C-4482 CHARLES M. CULLIPHER, F.E. (« ROVED: CMC DATE: 06/04 / 19 SCALE: 1 11 =6 10' LANDSCAPE BUFFER N/F DELMA JAY & ROSA MORRIS PIN: 537502975116000 ED DG14719 PG 77 Uj TYPICAL RV LOCATION 3: S1702 '3-@"E 296 9 0 7-1 5.1 U) < < E] REPA+R AREA A ...... 'K.71- - - . - 1 .4 . 11 11 0021 1., cf) REP r AREA I I—— IN 52 .99 10- L �=E� f 0 LL_ 11 El- El El 0 0 0 LJ Ln 9 111 C) C to ID Ln Ln Ln V Lo Lo 17 a) 10' LANDSCAPE BUFFER -V 'Y L -;Y -V j 4� a nig 1. UU 37.00 37.00 37.00 37.00 0 0 6 1 -V 37.00 37.00 -------------------------- 252.80 6.46 37.00 15 PARK I,N 37.00 37.00 37.00 37.00 37.00 37.00 37.00 3 F',,j I - - - - - - - - - - - - - - - - - - - - - - - - - 145.00 Y A, E N -2 CLL - &!�ffh;A - 7; T6-;-�-7 7E - - - - - - - - - - - - - - - - - - - - �j--DR I VE ------ 191.45 71-61 1 G (;T Y S17*26'37"E N S17-25'58"E CENTERED IN 20 R/W (TYP) S I i725 7 3 j�t V! 50.00 21.19 37.00 37.00 0 1�' 37.00 37.00 37.00 37.00 58 86 .7 57 rnlm -4 7 �17 �� T I to .................... 6rK 9 ",iv F11 F-F] F-1 .69 817 �y 1z Cc?/ S08 0 29 0? 07 'E In F-11 3 �4 4 H I S/HER "y y o I T v 7i:r CENTERED R; Lf) 0 0 20' ASPHALT DRIVE CENTEREn 0 0 0 RESTROOM �y 014, IN 20ACCESS EASEMENT EX. FENCE 16.,30 q 1 .10 4 C-) -v rn U, 0 A4 /V ♦ 'W 7 J -406. LO on '0 77.47 e 2 P N 0 Q 4 CIO CP ry 36-61 ::,V (01 .52 0 CID r 1. 1 - � %II U "Y "1 11 V) "v 1 1 Uj "y 0 WASHED #5 7 STONE A Cq; -A a_ a. a_ Ld w PARK I NG LOT (20 SPACES y Ld v 6 (0 RDRO$E`D�ft RE f N'm -V X ► U♦ 'y I E 488" WALL L 8'' �S i "y -V < ASPHALT a. �y �y �y -v Ln 7 '0 1 @31 I I I I w z z 4 �y -V 0 0 -V o 1 , 'y PROP ................ c') Uj A, y OSb 283 "LF V WETLANDS -�y b 0 L k A E A I zo i ii * I -y 4 64 -11 "y �;y 1 "y . "/ q, '' %,, , " -,y to -1/ -4 /,q 0� 2 In It-11, @2 �y E'k I T E'D an A A/ 3 3, 4 Ln 4 4 9 4 MAX: 20'xl 0' LID LO LID Lo U0 �R I N1 NG LIP �AQPOSE-D R E7 A ...... ...... 10 WALL I(_ P Y,,,,`1/ 0 T H E, R S ),A/ --y LJ Li Ln CP CP 37.00♦ 11 31.00 1 37.Oo 37.00 1 1 35.86 Q� I 37.00 Q 4 32.44 L I "E CURVE DATA A - CHORD BEARING = N56*24'42"E CHORD BEARING = S84005'33"E 8,32­4 Col. Z�' " CHORD LENGTH = 53.65 CHORD LENGTH = 7.91 C� RADIUS 0 = 38.00 RADIUS = 11 38.00 LENGTH = 59.57 LENGTH = 7.93 CHORD BEARING = S84*15'43"E CHORD BEARING = S89*14'28"E CHORD LENGTH = 7.39 CHORD LENGTH = 14.66 66.35 RADIUS 0 = 38.00 RADIUS = 12 38.00 b LENGTH = 7.41 LENGTH = 14.76 4 A Ul rn CHORD BEARING = S34043'01"E CHORD BEARING N84*30'46"E A 0 1, 4, A -A ry Uj LL LL n 00 ce) '7 V A, 4 -// ­v , f �y '7 'y -v �y �y 4 �y 24 17 �y /y --y y -V 4 --v -v 1 11 -Ij "T CHORD LENGTH CHORD LENGTH 6.46 6 -v <J -4 98.43 18' ASPHALT DRIVE RADIUS 193.31 RADIUS 60-00 38.00 C-CWTE R-E 0 - r W -2T - R7 w - C TYP I L> LENGTH 115.42 LENGTH 6.47 :>Y Y cc 37.00 46-12 3 7' Y 9 37.00 OC) 9.05 CHORD BEARING = S25*09'46"W �n 25 CHORD LENGTH = 9.98 0 RADIUS = 60.00 LENGTH 9.99 CHORD BEARING = S60*03 06"W 22 2 L CHORD LENGTH 38-14 RADIUS 6 = 38.00 lJ. LENGTH 39.95 lcn 0 0 rn CHORD BEARING = N43058'10"W N .1 1 CHORD LENGTH 54.54 ii" IN. 37.00 46.12 37.00 1 37.00 78.05 U 41.90 35.00 35.00 35.00 35.00 16.84 00 El .11- El El 5 5 0 C5�) 0 5 09 9 Ln U; In LO ID LID 5 to 7 15.001 35.00 135.00 35.00 35.00 38.31 29 "'DELINEATro''w" V 4 V 'iat v v :%y �Y v �y 4 I f --v -..-SAHOW 100, /IV i,iI SETBACK- 41 'q 4 A ­711 RADIUS -7\ y fl 38-00 -V N. Y LENGTH = 60.83 0)�ST LW •Y CHORD BEARING = N14038'46"W 7 -A/ 4 �y "y ETLA J� CHORD LENGTH 74.00 �y RADIUS 130-00 7171' .-r'7 V -v LENGTH 75-04 ...... ZZ'77� v �7ttt ii v V 0 q Ln CHORD BEARING N15030'34"W -7 20.53 CHORD LENGTH 38-00 ";;W "y V RADIUS �D v 0 1 -V N 4 20.79 LENGTH 9 "Y C; 0 4 S82029'56"E ­v 7 CHORD BEARING N/F 4 362 A '72; A Q 'Y 171 yo CHORD LENGTH 9.75 FIRST & LAST CHILD, LLC 91 20 -v �y RADIUS 38.00 PIN:535702871120000 V 'y S19052' 07"E LENGTH 9.78 DB 961, PIG 60 S16015/07/1E -- S23029'07E 14027"07"E 65.0 MINIMUM -R-v-fiRrT- LOT AREA 2,405 SF 400 SF COVERED PORCH = 300 SF ASSESSORY BUILDING = 64 SF TYPICAL IMPERVIOUS = 764 SF AREA PER LOT TIRE STRIPS SHALL BE WASHED #57 STONE ON GEOTEXTILE FABRIC (SEE DETAIL) TYPICAL LOT 1 -',12'#SF9. 6"CABC EXIST11 SUBGRA[ BU ILD I NGASSESSORY TYPICAL ASPHALT PAVING_ SCALE: NOT TO SCALE LANDSCAPE REQUIREMENTS WASHED STONE MIN 8" DEPTH FOR FIRE APPARATUS ROAD GEOTEXTILE FABRIC LINING ON BOTTOM EXISTING--` AND SIDES SUBGRADE TYPICAL #57 STONE SECTION SCALE: NOT TO SCALE ONE 10' WIDE LANDSCAPE BUFFER IS REQUIRED ON THE EASTERN BOUNDARY. BUFFER SHALL HAVE TWO OFFSET ROWS OF EVERGREEN SHRUBS SPACED AT 4.0' FROM TRUNK TO TRUNK WITH A SEPARATE ROW OF LOW LYING SHRUBS IN BETWEEN THE GAPS OF EVERGREEN SHRUBS. NHW IS THE SHORELINE OF PROPERTY SHORELINE = 1.795-63LF LEGEND 404 WETLANDS COASTAL WETLANDS EVERGREEN SHRUB UNDERLYING SHRUB 'FIRE LANE NO PARKING' SIGNS WASHED 257STONE N/F: HAROLD R. COMER, ETAL PIN: 535702953841000 DB 1474, PIG 74 SITE AND LANDSCAPE PLAN 511 ,SUN 2 0 2019 DCM-MHD CITY REVISIONS: Na. BY DATE DESCRIPTION I CHIC 11129118 MARINA REV. PER DMF 2 CMC 1122119 MARINA REV PER DMF 3 CMC 240119 COUNTY COMMENTS 4 CMC 9 CCHD SUBMITTAL 5 CMC CAMA MOD IS H[®If$1 , IFIR10)INT IPA, IRK RV PARK & MARINA -WHITE OAK TWSP., CARTERET COUNTY, NORTH CAROLINA CLIENT: HAROLD COMER, ROBIN COMER & DESIGNED.; DONNA COMER CMC ADDRESS: 400 WETHERINGTON LANDING RD. DRAWN: STELLA, NC 29582 CMC PHONE: 252-725-0548 ICHECKED'*--- SHEET # 3 OF 7 PROJECT #:PM1258-2 DESIGN FILE #:Construction Drowings.dgn 40 20 0 40 80 1 1 i WW= I I 6WAMWIN" I I I I I I %//%%%%//, I I I I I [Wdmmmwjm SCALE:1"=40' SEAL 037378 A_ �rYl/� ENGINEERING � SURVEYING _SERVICES 151A HIGHWAY 24 MOREHEAD CITY, N.C. 28557 (252) 247-7479 LICENSE NO.C-4482 CHARLES M. CULLIPHER, P.E. APPROVED: DATE: 06/04/19 SCALE: 1 It =6 0, EROSION CONTROL PHASE 2 REQUESTED PERMIT PROPOSED LAND DISTURBANCE = 0.22 ACI ALL nFNIInFn AREA; SHAI I RF STAR f I 1 7Ff1 wl TN f N IypRr N/F MOD I F I CATION OF PERMIT #: CARTE-2019-04 MOD 7 DAYS OF BEING BROUGHT TO ROUGH FINAL GRADE v N DELMA JAY & ROSA MORRIS THIS PLAN REPRESENTS PROPOSED AREAS TO PIN: 537502975116000 BE GRADED FOR INSTALLATION OF BMP' S m EXISTING LIMITS OF DG 1471, PG 177 U_ DISTURBANCE (TYP) U LL. PROPOSED INLET m -40 S \ \ \\ \ g \ �_� 1r7°,25,J B,�E t PROTECTIQN (TYP1 %/ ! U C� Q IL. Ld ! r f / I 2 t I 1 v v v rsa ) I t t 1 t N 3° 02 4 4 n f d / LIMITS OF°I STLlRBANGE vv Q ti ((� V r� v �'�o �, `v °, �, t5.o �--� 1 ( W �j2 99 d' AND SILT F NCEr ( TYP) ; v i�� _ , ,- . y 14.5 t � 1 t!�t � 1 tt I' e LL /' '" A d f J Ln! f� / > r { 1 ✓ ,` , \ `` \ � \ t4.0 I � r 1 r t r l f t 1 � t f `\ \ .h I t y f / 1 1 � �i- 9. ♦ '\ J \ .� \ � ' d f ♦ n') hev ..f 1 H y ` J r t \ ' � ` \ ., �' � `. \ 'O •i , / t / i f ) t ,t/ � �y s / J !' / } i \{ I l f d l + kt '� 1 40 ' �d t EXIST(t� f I , t g , t / / 1- s a } y F t t „�f r �, " � �r" S 14 .t ` i / c, t 0- 4 9, ♦ i i \ e i` _. / / f f t / ! ! t ) ll 1� I > fi ✓tom, - f I z t t I" ti 11\ �. w•O �, �a `^ O 1' ` y .p -� by / i y / / C / y p / , wy A 0 i!• ' / ! ! I t l f ', j tr-- r� ' f w .. .,,..,. a / 0 / � J J ♦ ♦ ♦ ,♦ ♦b• °+• ST l 1 tit ,7J 1f1 :ir.. r --. _ s• µ e Jj t - _ BOARD - t f' f t , 8. -. - yjg J- ` .. -- ......,.. _� •- '. - - _.. .• / / 1. f a° .�« ` t z . /' � 1 I .B, / ds I i d / - _ \ _ 1 1 i - T 0 " ' .. � ,.. � `- � - - - a _ -� 2 . ._ _ _ _ � -` f � , d / t l r #, -,� I a ,fit �J � `�•�� K � f Q 1T -�,��� - ` ` . r _-- - t. _ 1,3_ __ / / f dS / •o /d (--,,"1 7f ;1 r i LA `;ivGH I I '- \ 13.0 ! d / r , `� i 1 t t-'i �/ -�l 1 ,: f .,1 1 \I . , O t •a . Y S® `,- d _! }PROPOSE L 1, I I ,TSIDF D i TURBA $ I L T = / f / 2 9 7iN v 7. \ \ ? 0 t '^ P_ I o N r. � P '! ;! J ' � I \r �—; t ,; / o - ` m FIE NCB' FL f f . �'® E '•� .. r _r' 6.0� CONSTRGT,I OF F` RE 1 `s z:6` `' =t`� PPARA' CGE S %RQAD ,ADD I_`t ONALIREA '� I- z M, t 1 T B E D IDS iU F(P ,D : 3 A �l i ♦ / r /f _ tt. d. 4 q.. 7 G f 50 x25 CONSTRUCTION I � . ! � t t t � / / ' � �. � •.� � 4 � 2.0 � t t t ' I I � � � � o r � J � 1 V° � � �`� t t :; r Q ENTRANCE ( TYP) «< I 1 ' f t 't L( 1 f / + s° H <A ,0 1 BULK E D . f I / I -� j �. ' Y ., � � ti -- ;� , .,., .,.": \ .� \ ,,. _ ""' W.` t t k 1 a ;� �q... ..- .'- �vim..:: ., ..... / • � f � - \ `" , 'a, \ > \ , ,...- t 1 1 1 I � fa �� .- _- / d f ""� _•,,.,. , � �� �� � 1 , f , E ,: � if' d _ PROPOSED LIMITS OF D I ST,�IRBANC 8 ` -_ i10.5 SILT FENCE FOR CONSTRUCTION ON 0 ' v� t y e c �,° ' j \ t , w � o v y t t 4 t I 1 � �. -_ -�.� ..o f ��„ -kJ Lf p t ' � E �. ` ft � * � � f`;� � C►' ti 1 f w� SWALE 8 INFILTRATION LEAS I N # ��` �� 10s c v t �s� I m• �• �• r,• �,• y yo r' .J A• if J N v t 1 •a I " ,,, t t t 1 I 3 ! ! ww, f 1 I t t ! t 1 �r � ✓�i � � � Li �f o NO GRADING ALLOWED [N I I 7 Q 1 1 f _' a \ �� \ a \ I I i / 00 3-_,. - .,,. ° r� ��� SEPTIC FIELD AREAS i '� I r, s s I A\ I 1 u tt� ��� ` I I I t �t< a I A \ 10.0 t.� /V ri %, i a, i v v j 1 t v v' t I �• r / rr PROPOSED RE"'A I N iN0 WALiz1 : 1 l �� ASPHALT I m ,' I r 1 v t ` + /' f I �'; t � _ - �$` 0 FIE ) �}/ - �.,f . f l r ` , T v w EX AS I ?' ` w t v ( t c' :. 1 t , / 1f O Lit / >k� r,. � ". ,, t t t I F� l 1 I 1 � � t � -� � � d d 1 t'`�; t e• 1 i `��, ;%�/ ! 1 .� � ,� / Ln t i r f f n �l ' ,% O A R W'r!I L' .'I , � J ' I r V { t `;,,G/ M R I N� x / eft t I o r t �.,7 o t n r �f „ �i 1 "�,1f �, � r ,�� r �p 1 \ 4b I �'% / J i� / Tt f 1 s7✓ V 1 i w t 1, t t i v v ` t _ � h , ;� .v ` ' 40 N DS "ref ;' t �1 , ,, .t t" Elr,t o v 1 1 t 1 I f � t Ln t I J i 7 { v l v e 1Ei.. —/�> t I `t' r : f f �' t� � � 1 >�f j L,.� M 1 TS U1- DPI t) Lli�B ,N f�s ! t fro - 1 f %7 l 11 AND $ I {T F ENE t t O.'� , f � � '� I '`� � t� 1 ,� 1 { r �{ r j 1 J f tt 1 1tV { - } t), , 1 c v ` �, t° r 0• t it rf t sj �f / .-1 j % jJ 1 1 1l �j1 }lt I 5'v, d v )=r' �' gI''lfy ,°` `% 1 11 1 t t'G.,,' t kt,, 9.0 \\ x '" f 1 �,.,,� t t C}� l r d , .- _ I '1 ..Sf "'j� �l 1 1 jf ^"I r T /l ,�j �I4 'r .._ _. =l- 1 t 1 / "J a1 / ^A;�r X�:`t7. s\�'9.0 r t I `°at k //t�/t t /! ' f / r ` ' t t�8° t_ t�U/ v %}� `/{,(�;EAD /If ;,I "t " , r r t 1 r e. -# ' y .• ', t , .......� ., " �r,,, �,: _�����. �.-�_.�.�,_. -�- , . ��' -#(�' /�-�I�ST Lei/ -t' f l , CONSTRUCTION SEQUENCE I 4 ' , �� \ \ 1 / p f -� ETN D � � =� -- - - - - ,w f`���`=�' I' C�IfEATf�'t v-,f ' ,! ,� ,' COMPLETE GRADING AND EROSION CONTROL AS PERMITTED UNDER PERMIT#: � 1 t 1 � ' � � P v'° ,, x, �/ �� � � � � t � - � � r� � ���� _y `�� I r t 1 t t 1 I I e 5 Y ,;!i l _ _!T `_ �t-_ __ --- _y,' 1 /! H f f;1 _ 2� '1 r ' CARTE-2019-04 I ` s' 3 , v •s / t �7 f / r y v 1 1 1 i i t l \ `...,: �.,'!sn• 1f4 .c.. ... t���..� A OFFICE AT: m 1 { § t t �t o - - _ - cS f f " /i �, �t 7� ;,a, r' CONTRACTOR SHALL CONTACT NCDENR WILMINGTON REGIONAL 0 ICE I 1 i e t v 1 -`' - 6 J V T . "� ir" r 1 `-f , if , . ,� 1 t 1 / .,- '" a` �;i Llr f s' 1/ f r Ln 910-796-7215 AND THE CULL IPHER GROUP. P.A. AT:252-773-0090 FOR { ;t t v v 1 t /'��..;!/� I ff of ;= -? t =` / A PRECONSTRUCTION MEETING. 1 o I t + t1' \' \ ` �[j _ " t _ �. � r 1 `t \ ......._....-.. „•„ -- /� ,�':i'i' '` r Irt 't_.,f _'t�� -\� / _ O t, t f I , -! t .^'/ .'�F•L`Xi.-r CONTRACTOR SHALL INSTALL SILT FENCE d SILT FENCE OUTLETS AS SHOWN a ��, t �,� v /,y �/_ '/ r l �/ r '1 j t H APPROVED PLANS. SILT FENCE OUTLETS SHALL BE PLACED AT �� c �.� }'- ,_t t t ` ST#1 I m �:`�` ttif=�f "` t ON THE OVED u i t t t 1 T#:t w %`7 f i1 /t I. r' ei ` `f :fy ={f ALL LOCALIZED LOW POINTS ALONG THE SILT FENCE. CONTRACTOR SHALL k Pn i \ __ S , ,;;f I \ t f /' y� r fit''.( 1 .- CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. t t u 1, - - -- _ _ ._ -_ _ _ _ _ s d 0 ,° 11i �l - - 1 I 11 `� `--�---- r - AH,�tl _ .:� Ir •tt I RUBBING OF THE REMAINING SITE TO BE DISTURBED. i f+tt t :, `- _- - - - - --"� - - Sf '' _I BEGIN CLEARING AND G I I �gt 1 '� t o© S"ACK I INSTALL THE RETAINING WALLS, BULKHEAD AND CULVERT tea THEN BACKFILL 1, I i I)V N Ctt1i u THE FIRE 1 I I j Stl { t j, / -"a\�a „� ' It zf ,.-/"` ."A \ .-=,- / •7 I, -_I WITH SUITABLE SOILS ANDS OF WASHED te57 STONE FOR E I E I4 ° g'` , 1 r If J _ APPARATUSROAD. MARINE CONSTRUCTION AND GRADING AROUND T-HEAD SHALL - _"_! i ' {1` N tt; I I _ k f� t �f r \r k T ANY OTHER LOCATION. t \ K., .,,,--. _ t - { UTILIZE THIS ROAD AND MAY NOT CROSS WE LANDS 1N ! _ - � t I ' " \ ' _ .,3 , .J` � ..:,: _ -.- - ... ..:. _ �—._----,� � •-•--��..,�'=�.— �� ' 1 � t— kt / ,1 " /'7 � \ V ...1 ` I ` Gn FINAL RA INSTALL UTILITIES AND SEED AND ` ,' { ik l ` \ I _ P T GRADE. I - _ - �' �-,— —, / TALWETLANDS' AS SITE COMES U 0 IN L C,d . PER SEEDING SCHEDULE ON THIS SHEET. --� ' { .� / ,� yA5 STABILIZE DISTURBED GROUND E SEED I _ - f ! ' IT till .- -- - - - _. A` m > d I �-m •�.,,,r...•' ^fir^ 1..,m.� 9 ti A WITH THE APPROVED PLANS. ONCE SITE 1 S x tip' �► i1f1 vv r t ,4 PAVE ROADS I N ACCORDANCE W I / Heft COMPLETELY STABILIZED CONTACT NCDENR WILMINGTON REGIONAL OFFICE FOR i ft,. _. FINAL INSPECTION. �� v "" .' - _ _�a - ��t�3 - ,r 1 �t �• ".�' 1 i / ,-1;2. 5- - - - - _' 1 - _ -- t -� � — —. ...... .._.:%� _- t �j` ` �- i� _",�' M•1�`j Il { "� tt � ,,y� cS � _.,� —�--- -.k `-� ,.- 'D"„ � .,,.� ^� � Lti f .2 1i V '� f/ - { t T �v `i - - - ~� _ i 0 a \ m f r ,.-.. �� � -�.�{f�-_ .- ..._ 1 � t yam- �`' Ov '$e i 3 - v� ,_ _f "i t �: tj `" �P —7 o vla� - '1 CT S 00 O^ +a _.. 1- 1 't �1 J _. �lj f \ r 7 Y \' s M ° ....... (f l r - t r` t / �,' 9 `3/f 'I 1 ,'I�- 3 ;' �r f1 �~ 362.2 t _ 1 �' of 1-31 Og �1 ��`' _ �� � - S 19 ° 5 2 ' 0 711E NiF S160 15,07„E S23°29, 07„E S14°27'07-E FIRST & LAST CHILD. LLC PIN:535702871120000 DB 961. PG 60 ............. ..................... fn 4 X 0_ �a_n USE " -4 - ss C7= O z D ------ OUTLET W/DITCH OUTLET W/O DITCH D CLASS `8' RIP RAP CLASS I RIP RAP CLASS'S' RIP HAP CLASS I RIP RAP TONS T iE S.Y. TONS T :.E TONS ,E S.Y. TONS „ 5 2 5 1 4 2 1 4 15" 2 7 7 3 7 1 5 3 2 6 Tr 9 4 10 2 7 4 2 8 24" 5 14 15 7 15 3 11 7 41 12 30" 8 21 21 11 22 5 16 11 7 17 36" 11 26 29 15 30 7 22 1 16 10 23 42" 15 1 37 39 20 39 10 28 22 13 30 48' - 49 26 50 28 17 38 54" 60 33 62 36 21 47 60" 73 40 75 44 26 56 66" 87 48 B9 54 32 67 72" 102 57 1 104 64 1 38 78 FORE CALCULATION PURPOSES _ - - - - - - - CLASS '' CLASS F8 RIPPRAP = In as m m N B H - t M V) z PLAN S>1 0 SLOPE 1It;1 OR FLATTER A N � a) H ,n T GEOTEXTILE SECTION A -A 11 PIPE OUTLET WITH DI'TGH H. RIP RAP TO TOP OF PIPE (MAX, H -4 D + T) T- 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS ur�r To 12" CLASS 'S' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS SHEET #4.1 OF 7 PROJECT #:PM1258•-2 DESIGN FILE #:Construction Drawings.dgn a x D CS ttS Q Q Q 3Zi�t7C; i- 9jE 0 w 2Q... cs Ft- 1 00 B 2, c a In Z `z w w . o ti SECTION B-B PIPE OUTLET WITHOUT DITCH SEEDING SCHEDULE SEED BED PREPARATION LIME----------------------------- 2 TONS/AC 1. FROM SEPTEMBER 1 - MARCH 1. USE UNSCARIFIED SERICEA SEED 10-10-10------------------------- 1.000 LBS/AC 2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE SURFACE ROUGHENING: IF RECENT TILLAGE OPERATIONS HAVE RESULTED TO 30 LBS/AC IN A LOOSE SURFACE. ADDITIONAL ROUGHENING MAY NOT BE REOUIRED 3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE INCREASE KOBE TO 40 LBS/AC. TO BECOME SEALED OR CRUSTED. LOOSEN IT JUST PRIOR TO SEEDING BY 4• BETWEEN APRIL 15 AND AUGUST 15. ADD 10 LB/AC GERMAN MILLET DISKING. RAKING OR HARROWING. GROOVE OR FURROW SLOPES STEEPER OR 15 LB/AC SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15. ADD THAN 3:1 ON THE CONTOUR BEFORE SEEDING. 25 LB/AC RYE (GRAIN). TEMPORARY SEEDING MIXTURE PERMANENT SEEDING MIXTURE (SWALES a DITCHES) (DECEMBER 1 -APRIL 15) COMMON BERMUDAGRASS-------------- 80 LBS/AC RYE (GRAIN)---------------------- 120 LBS/AC KOBE LESPEDEZA (SCARIFIED) --- 50 LBS/AC MULCHING (OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT STRAW(WHEAT. OATS. BARLEY.RYE)----- 1-2 TONS/AC (AFTER SEEDING) TO EXTEND BEYOND JUNE) (STRAW OUALITY SHALL BE DRY. UNCHOPPED d UNWEATHERED) (APRIL 15 -AUGUST 151 ASPHALT TACK -------------------- 200 GAL./TON OF MULCH GERMAN MILLET--------------- 40 LBS/AC 1. APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING.OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED (AUGUST 15- DECEMBER 30) AS A MULCH ANCHORING TOOL. RYE (GRAIN)---------------------- 25 LBS/AC 2. A CHANNEL LINING MATERIAL (SEE DETAIL BELOW) SHALL COVER THE BOTTOM OF (IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15. SWALES d DITCHES. THE LINING SHALL EXTEND ABOVE THE HIGHEST DEPTH OF FLOW OVERSEED WITH 50LS/AC KOBE.) WITHIN GIVEN CHANNEL. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT APPLY STRAW AS PREVIOUSLY INSTRUCTED. PERMANENT SEEDING MIXTURE MAINTENANCE TALL FESCUE---------------------- 60 LBS/AC IF GROWTH IS LESS THAN FULLY ADEQUATE. REFERTILIZE IN THE SECOND YEAR PENSACOLA BAHIAGRASS------------- 50 LBS/AC SERICEA LESPEDEZA---------------- 30 LBS/AC WITH 500 L8/AC 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED KOBE LESPEDEZA------------------- 10 LBS/AC FROM THE MIXTURE. RESEED. FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. 9.0 El SF LD- LEGEND 404 WETLANDS 40 , • 40 • A , COASTAL WETLANDS REVISIONS: EXISTING CONTOURS " E C E!V ED No. BY I DATE DESCRIPTION / CMC 111129118 MARINA REV. PER DMF PROPOSED STORM PIPE 0 2019 2 CMC 1122119 MARINA REV.PER D4IF N/ F: H A R O L D R. COMER, E T A L 3 CMC 2110119 COUNTY COMMENTS PIN: 535702953841000 aII'I-AHD Cl- `4 CMC 4/Il/19 CCHD SUBMITTAL PROPOSED CONTOURS D B 1474, PG 74 5 CMC 614119 CAMA MOD PROPOSED INLET PROTECTION EROSION CONTROL PLAN - PHASE 2 PROPOSED SILT FENCE SH0llx111lE 11' ID ONT PAID K PROPOSED LIMITS RV PARK 8. MARINA OF DISTURBANCE WHITE OAK TWSP., CARTERET COUNTY. NORTH CAROLINA CLIENT:HAROLD COMER, ROBIN COMER 8. DESIGNED: DONNA COMER CMC I11j ADDRESS: 400 WETHERINGTON LANDING RD. DRAWN: 1,� STELLA, NC 29582 CMC •."``'�A� PHONE: 252-725-0548 CHECKED: RDC SEAL —_ lH[lE ��T]LIIE�IH[lEI$ G1�®�ITP P.A.APPROVED: 037378M_ZN�GINE�ERINLG & SURVEYING SERVICES CMC �' ti151A HIGHWAY 24 DATE ?'"'.GINE,•''�Q�',� MOREHEAD CITY, N.C. 28557 / SM. C\�\; (252) 247-7479 LICENSE NO.C-4482 06/04 / 19 6Y(l1 — SCALE: CHARLES M. CULLIPHER, P.E. 1 11 =4 0' N�RTN EXISTING LIMITS OF DISTURBANCE FOR INSTALLATION OF SEPTIC AREA D UNDER EXISTING PERMIT ---963 A 3 w �S 7 v E / / / r'y \ \ ♦ :/ \ \ � \ 4�"ti \ _�_--_-,�� ___ _—_�_ r' f f f I { ( { ) { t t I V 1 7 1 a \— ry .r' CZ • ! r 1 :r.,..., f %� ['i 4 ., ~ �' ` . ",'ems ( / / ht., V Ln. / �w /C�. i e 1 { ! � � "• ti� '' \ `' \ `' ", � �. ..._ ._.. _., _ ..._ _ �;.; ter,;, / s / ! � j I / `� - r ti �n000 �" -071 \ \\ \ Lo % \ \ram 111, 1 1 e `` \ � * \ '� \ w \, � °fir , `" `, ., '` ` ' y \ � V S "� -r i 1 4 I 1 I f l � •„- ..- PLAN VIEW - EROSION CONTROL PHASE 2 LEGEND FOR SEPTIC AREA D ---8.---- EXISTING CONTOURS 9.0 PROPOSED CONTOURS --N TEMPORARY DIVERSION BERM SF PROPOSED SILT FENCE L D-- PROPOSED LIMITS OF DISTURBANCE INSTALL SILT FENCING AROUND ALL DROP INLETS SPACE 6' O.C. NEENAH TYPE R-4826 FRAME AND GRATE. OR APPROVED EQUAL - i,T,l-------- - - - - -- . - - --------_Ili�l=li- 1=� - - I 1 IT,-i -� ,-J' � i I °� �� `:1 - �,- EE PLAN FO P E DIMENSI S1 � I 1 0 1 1 a W ° d ° STORM STRUCTURE W/ INLET PROTECTION SCALE: NOT TO SCALE z. . SEAL 037378 NEB% N/F: HAROLD R. COMER, ETAL PIN: 535702953841000 DB 1474, PG 74 ,)CM_MHQ GI REVISIONS: SHEET # 4.2 OF 7 PROJECT #:PM1258-2 DESIGN FILE #:Construction Drowings.dgn