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114-09 Phase II Oversized Plans
C I 1 1 2 WHITTAKER HARBOR PHASE. 2 Current Owner: Madison Associates, LLC Mr. Bryan Juncosa,PE RECEIVED Original Owner: Mr. Allen Propst AUG 2 8 2014 Whittaker Harbor, Inc. PO Box 750 DICIIA-MIMICT.►' Oriental, NC 28571 WHITTAKER HARBOR PHASES 1 AND 2 IMPACTED WETLANDS Existing Impacts Nationwide Permit No.200512090 0.44 acre jurisdictional wetland 404 impacts Mitigated non riparian wetlands 1.0 (0.88) acre compensation of $13,123, paid October 2005 to Ecosystem Enhancement Program DWQ 401 wetland impact approval No. 05-1324 Proposed Additional Impacts 0.18 acre jurisdictional wetland 404 impacts Total Impacts 0.62acre jurisdictional wetland 404 impacts 6' Wide platform 8"Dia.Piles (Final design by others) No Marina services Owner: Mr. Bryan Juncosa 445 Pepperidge Tree Lane Kinnelon, NJ 07082 APPROXIMATE NORMAL WATER LINE Wetlands Ti. L410 ell Appraximate Normal Water Lim (11/131:00X WHITTAKER HARBOR PHASE 2- PLAN COE/DWQ 404/401 Wetland Mifi CAMA Major Plan NO CONSTRUCTION HAS OCCURED IN PHASE 2 CL AUG 0 7 2014 DC"M MHDCIM WGbid' Deed B oak 14, Page 563. --- - — —_-- .Laia i Deed Soak 194, Page 563. L — -------- ai WULMOS f �' — ::;: E14ASI •' r •fir `•/ --ate r�°� / °�.•, Jj / ETL wETtAND Approximate Normvl1 Limrf5 Water Lire Whittaker Creek Miles C. 5horey, III Deed Book 303, Page 66. WHITTAKER HARBOR PHASE 2 _ _ __ 1 0 ]5 IM WP DENR DWQ Low Density permit - SW 7080808, July 31, 2008 ( IV FM) DENR DLQ permit - No. 2009-002, July 18, 2008 ' inch = 150 f` _ Cs-1 NOTES 2 The purpose of this plan to obtain a CAMA slip permit and to mitigate impacts to an additional 0,18 acre of wetland. No improvements, disturbance or clearing or grading has occurred within Phase 2. Whittaker Harbor Phase 2 is located in Oriental, Palmico County, North Carolina Palmetto Way Road is a private road. s In 2005 a COE Nationwide permit was obtained to disturb 0.44 acres of jurisdictional wetlands. Mitigation fees were paid to the Ecoenhancement program. ;tom Other permits were obtained (DWQ and DLQ) and are in the ownership change 7 process. • 4 Original design included a bridge to span the wetlands. However, the extreme expense of the bridge makes this unfeasible. As such, we are permitting CS-1 VICINITY MAP a minor addtional jurisdictional wetland of 0.18 acre to replace the proposed brige for a single way road . 1 Scale; None Additionally, we are submitting a CAMA Major application to permit a dock with a total of 10 slips. 1 1 2 3 ASF pro os d ddi Ion I Its Swcle tk5 \ `'•�•- r i�nd Area = _ 25/Ac s --- ------------ ,X\ � Be Abmdaad � oamc � ae"�n Mak wet6da wetnaa. - _- Wetbml= Ti. L445 L413 L4}�J — — 404 WETLANDS F ' —J to Yacht Club, Inc. Sea Harbour Condominium The olphin Company of Oriental Deed Book 350,Page 522. eed Book 153,Page 106. MARSH CAMA'NETLANDS I I I ( ( =112191244SOAMS ■ 6■ ■ 1 Shown for reference purposes only Owner: Mr. Allen Propst Whittaker Harbor, Inc. PO Box 750 Oriental, NC 28571 El RECEPMD AUG 2 S 2014 DCM-M�T�D cITY Whittaker Harbor PHASE 1 Limits �Qlcan Drive_ M'Pmcnmi 1 Q +o .o E r m �z z {a CL i 3 M1 Oy s e SHEET TITLE SHEET No. Cover Sheet CS-1(1) Existing Condition SP-2 (2) Site Plan Modification SP-3 (3) Plan and Profile SP-4 (4) 10 Slip/Pier Detail SP-5 (5) Not Used SP-6 (6) 101 A 0 0 C 0 Y O O ct 0 SMJ ENGINEERING, pllt 388 McCotter Blvd HAVELOCK, NORTH CAROLINA CRAVEN COUNTY, 2853- 252444-KSW' 252-3495803 ksmi.engineedng@gmail.com APPROVED BY FOR OES OR CNK OC MANAGER REVIEWED BY N mn `V D' J C6 .o CO U ca O 0 co= 1— w 0 V VJ a �r z3 cc 6- � � LU W22 p (D Q c 0 � Z ID. NO. E: 1 "=1 40 NO. ORDER No. NO. DRAWING NO. CS-1 SHEEr 1 OF F, 9 a If 6 COVER, SHEET E C 13 A Ku 1 Vt PHASE 1-Sm^vv DRAINAGE � K- f ; � q > �21 _TCH LINE . 4—) Exi; Conditions !I 1 Wetlar CAMA Tie L413 ,, Tie L4 2 Deed Book 194, Page 563. 3 0 CA A PELINEATEJ Llk`_� 6i w \ --- r w ' f V- V. ' w - Uplands '� I wV. s 50 BUFFER f: K. .\` 50, 1. �, r� 7j /. .•� •: _ - / w i t - v '', : • : \ ` - �.-_ - `f,.' -w �g\,� w 1 :. ..: :;•:.; J w V- at w ui� V- w w w iw w w w w ce'.: V- - w V- w w / 1 f s w w w wl" A roximate Location l w V,, w V- w� w w V- W pp w V- w w w w w j -- / j' i Opposite Shoreline '` w w w w V- w w w w` 1 --- --- ----- w w w w / w w ' i AM t w w w w Approximate Normal t TEF V. w w w w Water Line L" - ` SP-2 PHASE 2 - - - -------------- , 2 Ex -Conditions i GRAPHIC SCALE x/Y IN 1 inch FEET ) M \NETLANpS etlands 1� 4 N EvR r' nFERE-NCE i TO PiGSED CULV 1 % 1�'e t �an\ TS - -A � � Proposed Phase 2 Load ROW Proposed Additional Wetland Impacts - lit 1 po i `i i �` Mitigated Wofianri Imnacts /, wits —i, - ' — — - R \ +04 Wetlands iNsturb nce • e i ?! alc on Dr �CAMA 401 Deiinated Wetlands Approximate Normal Waterline X ! - - ----- Existing Contours Ex. Low Area (Phase 1), Ph.lArea upstream of prop.Cul'v'eIiS 20' Pavement I�0 proposed development Swale#5 ---� SP-� LEGEND 2+00 + Q H f 1 f T 2 1 3 1 4 10+00 1 5 5 viands PHASE 1 1 r t 7+00 8+00 RECEMD AUG 2 8 2014 T)CM MHD 1 Limits Of pisturban -al Land 2.5/' At KSMJ ENGINEERING, pllc M McCotter Blvd HAVELOCK, NORTH CAROLINA CRAVEN COUNTY, 28532 252 444-KSMJ, 252-W-5803 kgmi.engineedng@gmaii.com APPROVER BY BR to (� M a "•�i i�i [t4 !— 0 n ;1mf = O _� z Ina Of = G 'UjCD v ©w z O— CODE 10. NO. SIZE As Shown MAXMO NO. JOB ORDER NO. SPEC. NO. CONSTR. CONTR.. NO. CI1'X ORMNG NO. S P-2 SHEET 2 OF rj June 2011 EXISTING CONDITION CODE 10. NO. SIZE As Shown MAXMO NO. JOB ORDER NO. SPEC. NO. CONSTR. CONTR.. NO. CI1'X ORMNG NO. S P-2 SHEET 2 OF rj June 2011 EXISTING CONDITION 9 c 50' Right cif Way I 2 UNLESS NOTED OTHERMSE - -8" ABC STONE .LOCAL RESIDENTIAL ROM) NOT TO SCALE ROAD CROSS SECTION NO SCALE 8 19i PHASE 2 SITE PLAN ki. 9 GRAPHIC SCALE 1*1 Im -g! KSW ENGINEERING, plic 388 McColter Blvd HAVELOCK, NORTH CAROLINA CRAVEN COUNTY, 28532 252444-KSMJ, 252-349-M ksmj.engineerIng@gmaiI.00m F.1-2. Y P. �:, 11 DES JDR tal L CHK MANAGER BY jQC 2. 5 1 cn z co 2 < ca 00 z 0 0 0 U) r" 1'r PH.2 AREA :411,636 Sq. Ft., 91.4— ,:AC, co 0 TOTAL BUA: 76,475 Sq.Ft. < (BUA FOOTPRINT FOR REFERENCE ONLY) 0 (1) E PERCENIT IMPERVIOUSNESS: 168-y'O 0 n 1.0. T URBANCE IN LAMA WETLANDS, BUFFER AND SETBACKS: 0 cu LU V LIJ PHASE 2-WETLANDS IMPACTFI) AND MITIGATED: 1,829 Sq.Ft., .041 AC PHASE 2 WETLANDS: 155.043 Sq.Ft., 3.5 AC (D c/) EOP = EDGE OF PAVEMENT 3: 0�11 EOS = EDGE OF SIAIALE, ENTIRE EOS WITHIN PRIVATE ROW 0 _r DID = DRAINAGE DIVIDE HP = HIGH POINT PL = PROPERTY LINE ROW = PRIVATE RIGHT OF WA) T STORMWA I ER DETAILNUMBER SIZE SCALE: As Shown mwmo NO. JOB ORDER NO. SPEC. NO.LEGEND CONSTR. CO". NO. I SP-3 DRAWwa NO. ? 3 4 5 SHM 3 OF June 2011 SITE PLAN MODIFICATION J 6 2 8 2014 f DCM-MHD MY C 0 0 1 r r c r P i Cv r— _o rn ; Q� CO co cya I I / 10 / k of � 1 J0 / STOPfONE-WAY SIGN 1 NOTES: i Jlli road construction to be comoeted in agreement with Whittaker Harbor Homeowner Association. 2 I 5 , , LIMITS OF ADDITIONAL MITIGATION ; REQUIRES FILL (WETLANDS MITIGATION) ! 1 OF 8161=0.18 AC 1 l r 226'One-Wav --3-40" of 24"x36" RCP Q10= 2.73 cfs(each) ' r � Each W/FES (Total 6 Q100= 3.9cfs(each) ;r I 0 INv 1N=1.2 � Q1=1T cfs(each)11 � r INV OUT=1.0 Maximum T ailWater Height 2.1 ,' } + r / ll 0.18 AC,AREA OF ADDITIONAL WETLAND ITIGATION ;' r � r r r ° i 00 PC = 9+1'6 9.1 tV 3 i 10 _ 5 0 GL PROP.SWALE(NORTH) EXISTING GRADE IT Min.cvr. U W O _ x o �e O - dtGY1 7>Yk7 BtG4? .ADD 4�' 3� 1 1 2 C0 5 0 cu a Q � v s= E a - a QQ �o 0 W rn ' KEW ENGINEERING, plic 388 McCotter Blvd HAVELOCK, NORTH CAROLINA CRAVEN COUNTY,28532 252444-KSW, 252-349-W3 ksmj. eng ineering@g mail.corr LREMEWED , SP-4 PHASE 2 - PALMETTO WAY PLAN VIEW GRAPHIC SCALE � cSCALE: 1 "=20' PROP.0..I rRADF (A /Wn MATCHING STATIONS FOR REFERENCE ONLY a, ST177CTURAL FILL 0 0 IMMSOFA0D1Tb2M MITI,5AT10N 0 0 CL PRORSWALE (South shown-sbpes vary) g CC m =_ U O W o J C tLi w w zb w V 2�t1D 1tOD DGt�J-D1�tK' �+fk�-D3+Li? �P_4 PHASE 2 - PALMETTO WAY - Profile View 3 SCALE: AS SHOWN 3 1 4 -0.30 NOTE-NEGATIJESTATIOrU/N6 -04+DD �Zs*DD 5 (INS) 1 inch = 20 & 20?4 N cu co J c J fn ' p CU r U >- LU J o 0z ��/ O ff— Q LL 0 0 i— LU -0 C O c Q < CU 2 W L� L: O � 0 ~ i rID. NO. SIZE As Shown M0 No. ORDER NO. . NO. L SP-4 4 OF 5 ne 2011 PLO and PROFILE E 2 70' 1/2 channel wjdth -1 ZZ -2 -3 -4 Bottom of channel = -4.5' at center -5 SP-5 5 Cross Section Section "A"J'A" V SP-5 Location �Map 2 )Scale: 1 = 30 161 35' I channel width 2 1 3 0 2 0 -1 -2 -3 -4 x1i4.5' I 4 _ ' 1 I 1 O ,PierN k I ■ o a r \ 'k Pier (FP) + t � � t t o(31 ^ t 0 2 6 9 KSMJ ENGINEERING, plic c>— 388 McCotler Blvd HAVELOCK, NORTH CAROUNA O3 n CRAVEN COUNTY, 28532 252444-KSW 252-349-5803 1 ksmj.engineenng@gmail.cem 4F4 (Typ) ar 5 ORGiK MANAOER BY El oo 6 �- o � ca o a. � o 7 � v � [i F- 00 6 I) cn w Qo ® �� a Cu OC :E E Q Q) � 0 ® ' 'f : �— O tr r 1 �n a � o 0 ` ■ �+ r/� m. wo. Sr.F scn>E: As Shown mkmmo NO. RECEWEr Ii i JMOROM NO. I NO. .SP-5 IDS AUG 2 8 2�'p14 ;r ��vn "°. SP-5 3 LJune 2011 4 5 10 SLIP DER DETAIL 0