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HomeMy WebLinkAbout20170142 Ver 1_CAMA Application_20170127 (2)Sheet Index --All Sheets North Carolina Wildlife Resources Commission Division of Engineering Services 1720 Mail Service Center Raleigh, NC 27699 PH: 919-707-0150 FAX: 919-707-0162 1.0 - Existing Site conditions 1.OA - Existing Site Conditions with Aerial Photography Overlay 1.1 - Existing Stormwater Conditions 2.0 - Proposed Site Plan 2.OA - Proposed Site Plan with Aerial Photography Overlay 2.1 - Proposed Ramp Area Details 2.2 - Proposed Stormwater Conditions 2.3 - Proposed Excavation/Fill Plan 6.0 - Proposed Profiles & Cross Sections 'ICARO// 2. :a SEAL 044242 = S. KLO"'' O e TUNIS BAA Site Renovation Wildlife Lane Winton, NC 27986 Catherine Creek, Hertford County �Fc 12/6/2016 CAMA Permit Drawings Vicinity Map ARPO:All Elevations Based on NWL = 0 g Jeana Godwin Co an Z 447 Godwin T wn d W Ahoskie, NC 2 91 z �- W 40 0 40 80 U a Existing Concrete Ramp °Z N s' and,Wood Fixed Dock _ _ _- = 40 rr - b ep ) _ RP ;- e__ - = - (to ��r Qv� & r aac d d CATHER-1- K _ - LarrySHo and cam° _- pp _ -=! _ _ _ Nuyt _ - _ ---- ting C mp; ��� a _ a _ o U Existing ancrete Ra C z Z� ! ; and Wood..Do(jk J W o o - c� i ����. W ndsoep�bli 279Rd -2 2. remov a -tdVdt� 2 U Z 2 c� b Vqt-�- 2 O o �- - �_� EL LL y. - - Approx. wetland boundary > yz -----------------------s Z a Approx. wetland boundary ---_. - _ 5 t28" fd Tree a - (to be removed) 13o N / s CAMA 30' AEC pN 'oma LAMA 30' AEC ADA Par _ (to:be removed)' EXISTING. GRAVEL PARKING LOT ko +25 Vehicle-TrailerSpaces . .... 4 " 1 ADA -Com leant. Par ep (.Parking lot areas to be:reconfigured) Tree i 2 (to be removed) . = WRC Property Line <6„ 0 Tree O (to be removed) o <6" 0 Trees ✓ m o U (to remain) / c _a) � 0 Q o) L7 Existing Site Summary: T) - 4 Total Length of Shoreline - 762 FT j J Size of Entire Tract = 150,498 FT2 I Total Existing Impervious Area = 41,268 FT2 Tract Within 30' AEC = 17,693 FT' /`11 V I/ R L..�T1"p Impervious Area Within 30' AEC = 1,894 FT2 WRC Property Line " SIVE Date: 12/6/2016 File Name: FEMA 1 % Floodway \ yedAA_2017 : / Surveeyed: MRL Designed: BSK Drawn: BSK Approved: Sheet No. 1.0 ARPO: „ Jeans Godwin Co an All!Elevations Based on NWL = 0 0 447 Godwin T wn d -� i 0 z R W Ahoskie, NC 2 91 z. ', 5 W o ca 0 40 80 a Existing Concrete Ramp Z LU and,\Waod Fixed Bock Stele 1°' - 40` a W Z �' `` __ r _ (to b�- . ov r' ; ' Lu CATS ERI E i ! AR��r LL z ;:' _ - Larry S Hoggard o - .. , o n W W ... \ — ,. .. _ .:� :;% 1010 Reptablicar�.�i�d � W � " � N :. . Cf�e Ramp � r .: _ oo ,... ^re _ t m...... r _ \ - p CD N J ..,` r App wetland bounds z _ _-_ -___ :::: ' Approx. wetland boundary ��,� � ,;. _ .... ... :::...:. -... _ . ° y o y ±28" 0 Tree �~``. '4. y ; LAMA 30' AEC (to be removed)'•, / =Z < o0 o ZM ADA Parking (to be removed LAMA 30' AEC and relocated) EXISTING GRAVEL PARKING LOT ,t25 Vehicle -Trailer Spaces 1 ADA -Compliant Park:pg #�',,, I'll (Parking loft areas to be reconfigured) ±32" fly Tree--- ------- . s 2 .. N ;.-�;(to be removed) .�._�• WRQ Property Line ,-'' >, ca 1J ` 1 // L / > <6" 0 Tree o O (to be removed)---_ .0 _ <6" !?i Trees o U (to remain) Existing Site Summary: Cn C (D o Totat'Length of horelina,= 762 FT 'E � S. 'e ;i re Tract =150,498 FT (D 0)0- 2 ;p '. I ikisting Impervious Area = 41,268 FT Z }�- as =' �t Within 30' AEC = 1.7,693 FT;! . cn L 4 1 rvious Area Within . 0' AEC 1,894 FT2 W Q WRC Property Line ..SANDY DRIVE In ' . •!•�,..- Date: 12/6/2016 File Name: FEMA 1% Floodway / ;' TunisBAA_2017 Surveyed: MRL a.'• /./' 'ted Desigeed: BSK - Drawn: BSK .. a ... '. 4 Approved: Sheet No. 4 „s` 1.0A All Elevations Based on NWL = 0 Z Z —4.. N Z W LLI Z ..... _ . "r. 5 q) 40 0 40 80 W a Stormwater from parking area :3 00 down boat ramps r ,'�Scalel=40' � JZUo C HERIN RE —J2 03 a U roo 2 W W - - a; 3 wt �_ o o o X . Approx. wetland boundary o a U Approx. wetland oundary- z o 1" 5 CAMA 30' AEC ata 01 ;.. OR 0.22 MA CA 30 AEC Zc �j u i Non -water dependent development V, �. ♦ is present within 30' CAMA AEC ♦.4 f ♦: -_ Existing stormwater flow arrow (typ) 2Sp ; )f ♦ 'mss �� II ♦♦' WRC Property Line ♦ - �' o O c 0 Q > .- ✓ m o Q Q E� E Q 1 o • co G Aa4 - i J Existing Site Summary: Total Length of Shoreline = 762 FT X I Size of Entire Tract = 150,498 FTZ w Total Existing Impervious Area = 41,268 FT2 RIVE.. Tract Within 30' AEC = 17,693 FTZ WRC Property Line SAI ^i i. V RT Q D E / Impervious Area Within 30' AEC = 1,894 FTZ r Date: ® 12/6/2016 _ / ® File Name: FEMA 1% Floo®way TunisBAA_2017 / ® Surveyed: MRL ® Designed: BSK ® Drawn: BSK ® Approved: ® sheet No. ® 1.1 ARPO: All Elevations Based on NWL = 0 Jeana Godwin Cowan 447 Godwin Town Rd Ahoskie, NC 27910 Dredge streambed to elevation of -5' (see sheet 6.0 for cross section) \ / Z 0 CO N Z MW 20� ULLI C7 40 0 40 80 00 CO Z N Scale 1" = 40'J w z NR 'a ERINE CREEK -- ��move Exi Ramstrng ;& Doi .. _- - 2 and return to.',' r L J=rings Wetlands _Nvvt� Fav+ Approx. wetland boundary Approx. wetland oundary Strea bank tiilization _ wi s B RiprapStreambank Stabiliza o, CAMA 30' AEC ° with Class B Riprap 2 .. o 0 0 0 0 0 0 CAMA 30' AE Re ove _ 40 h. Ex +28" 0 r MI6° o _ d Remove -Gravel and Qa� _., Seed Area o ® m to Remove Ex. ±32" 0 Tree -: _- N rn C 0) Cn z GRAVEL PARKING LOT FEMA 1 % Floodway ~ 0 2 50' 50' 30 Vehicle -Trailer Spaces = L 6 Single Vehicle Spaces s 1.0' ADA -Compliant Parking �' WRC Property Line 20' 40' 9' -" 20' 0 4 Date: Remove <6" 0 Tree J 12/6/2016 Proposed Site Summary: File Name: I Total Length of Shoreline = 762 FT TunisBAA_2017 Size of Entire Tract = 150,498 FTZ Surveyed: MRL 20, Designed: BSK Total Proposed Impervious Area = 41,170 FT Z Drawn: BSK WRC Property Line SANDY DRIVE / Tract Within 30' AEC = 17,693 FT Approved: Sheet No. Impervious Area Within 30' AEC = 1,004 FT' 2.0 u 0 UJ Od Z 0 J Z W � - ARPO: RU Q Pio osed Double Rarnp p �, NJ U U o SZ -2 QZ>I=- ZU` ry �� O 1010 R blican Rd = epu -- Wi 79 - indsor, NC 2 83 _ W J W U) ZZ Q o o ai r pj O U LL J = 0 0<0 U U Z �E N ps C 2 0 RJ >r�Illi p X 0 � Z o NR 'a ERINE CREEK -- ��move Exi Ramstrng ;& Doi .. _- - 2 and return to.',' r L J=rings Wetlands _Nvvt� Fav+ Approx. wetland boundary Approx. wetland oundary Strea bank tiilization _ wi s B RiprapStreambank Stabiliza o, CAMA 30' AEC ° with Class B Riprap 2 .. o 0 0 0 0 0 0 CAMA 30' AE Re ove _ 40 h. Ex +28" 0 r MI6° o _ d Remove -Gravel and Qa� _., Seed Area o ® m to Remove Ex. ±32" 0 Tree -: _- N rn C 0) Cn z GRAVEL PARKING LOT FEMA 1 % Floodway ~ 0 2 50' 50' 30 Vehicle -Trailer Spaces = L 6 Single Vehicle Spaces s 1.0' ADA -Compliant Parking �' WRC Property Line 20' 40' 9' -" 20' 0 4 Date: Remove <6" 0 Tree J 12/6/2016 Proposed Site Summary: File Name: I Total Length of Shoreline = 762 FT TunisBAA_2017 Size of Entire Tract = 150,498 FTZ Surveyed: MRL 20, Designed: BSK Total Proposed Impervious Area = 41,170 FT Z Drawn: BSK WRC Property Line SANDY DRIVE / Tract Within 30' AEC = 17,693 FT Approved: Sheet No. Impervious Area Within 30' AEC = 1,004 FT' 2.0 - ARPO: Pio osed Double Rarnp p �, Lar S Ho and SZ -2 Impact to unl tatntained `shoreline wetland with Floating , _, , ting Dock - 5 -_, - , ' (Dock extends 16' beyond NWL) 1010 R blican Rd = epu -- Wi 79 - indsor, NC 2 83 Z4 NR 'a ERINE CREEK -- ��move Exi Ramstrng ;& Doi .. _- - 2 and return to.',' r L J=rings Wetlands _Nvvt� Fav+ Approx. wetland boundary Approx. wetland oundary Strea bank tiilization _ wi s B RiprapStreambank Stabiliza o, CAMA 30' AEC ° with Class B Riprap 2 .. o 0 0 0 0 0 0 CAMA 30' AE Re ove _ 40 h. Ex +28" 0 r MI6° o _ d Remove -Gravel and Qa� _., Seed Area o ® m to Remove Ex. ±32" 0 Tree -: _- N rn C 0) Cn z GRAVEL PARKING LOT FEMA 1 % Floodway ~ 0 2 50' 50' 30 Vehicle -Trailer Spaces = L 6 Single Vehicle Spaces s 1.0' ADA -Compliant Parking �' WRC Property Line 20' 40' 9' -" 20' 0 4 Date: Remove <6" 0 Tree J 12/6/2016 Proposed Site Summary: File Name: I Total Length of Shoreline = 762 FT TunisBAA_2017 Size of Entire Tract = 150,498 FTZ Surveyed: MRL 20, Designed: BSK Total Proposed Impervious Area = 41,170 FT Z Drawn: BSK WRC Property Line SANDY DRIVE / Tract Within 30' AEC = 17,693 FT Approved: Sheet No. Impervious Area Within 30' AEC = 1,004 FT' 2.0 1 i z'----------------------------- ` .. x ht.� (D o •�. G3 .4 y._ (D a D ( 1 � 'A� o O , o > -- _ _ V k k MJk AN2 � p 1 O p � = m m f, C) v o• n m cn 0— A- (D.' . z A W /` 0 0 _ (D un k rk rn (p FT '\ 47 N (D o p O Sll (D fD W D (/ (D ¢ rI (D Y//X „w _ _ - l 4 b Q �~ i I o it l � I ��io® CU , .. < I� O ��` baa (p (D < D -i> N(D 'v m 2cn _. .yCO z, o a• v ro O 1 N c � , P 01 �' I x LZ (n O a �. (n. CD uN W �, ;C1 s (D,o (D — 'OS a A w P (D � (D CD � FTl m x w :... - I+ 0 .�:T v,. w (n o;�(a 00t � J I i 3 cl) �Q Q! (D (D DCL -A(�DIT mLn: i ,i ' -ti in —cs c c7 I N Y a N' DI @ 4j (DA. N W > Wo c m c p �I n (p II iJ CD CL • CD , \ \ Q -1CD.;c y O cc a 'moi Q c. CD co 9 0 0 = o NORTH CAROLINA WILDLIFE RESOURCES COMMISSION Tunis BAA f°, c m NORTH DIVISION OF ENGINEERING & LANDS MANAGEMENT o a' 4o N m 3 Site Renovation CAROLINA 1720 MAIL SERVICE CENTER N Iv $ N RALEIGH, NORTH CAROLINA 27699 O N m Proposed Site Plan RESOURCES Phone: 919.707.0150 0 COMMISSION with Aerial Photography Overlay Fax: 919.707.0162 7, T r- www.ncwildlife.org 'A ER NE CREEK 2W 'CATH, 1 00 10 0 10 20 81 W,impact--to unmaintai-n C) E] CD --1�54 impact to unmaintained shoreline wetland 4P Approx. wetland boundary A on rete Ramp oncrete Ramp I/Y zt StreembankShabi|izaion ----_ with Class BRiprap / n m ' COwith Class B Riprap Approx. wetland boundary 0 M Streambank Stabilization 0 0- U) � c nn O� �� _ 09 A Date: 20' 1216/2016 File Name: TunisBAA 2017 36' Surveyed: MRL Designed: BSK Drawn: BSK Sheet No. 2.1 Approx. wet All Elevations .based 'qn NWL = 0 —4 3 —6 fro F-1 )oundary —/ CAMA 30' AEC R t2 royosed-d6ck extends ,app6' beyond NWL J MON. 5 ---------------------------- 1,555 ft' BUA rant/ rundff ffow§,,Jntbi Catfi--- / -- ------- --- --------- erih�rt reek WRC Property Proposed stormwater flow arrow (typ) Cn F - z LU Irl4 I L Cn < z (071) o 00 Co r '� i LL F- CD z 0 J Z WC)f 11 2 0 < LLJ W C) C > 1-- > Z C!) of of z W 0 00 o —J LU C/) z 0 LL. 0 G Z 0 0 WRC Property Proposed stormwater flow arrow (typ) Cn F - z LU Irl4 0 LU 0— Cn < z (071) 00 Co r '� i LL F- CD z 0 J Z WC)f 11 2 0 < WRC Property Line FEMA 1 % Floodway SANDYbRIVE Existing Impervious Surfaces in WRC Project Area 41,268 ft2 Proposed BUA = 41,170 ft2 (reduction of 98 ft2) Stormwater Treatment Improved by: 0 Overall Reduction of BUA 9 Eliminating all Non -Water -Dependent development from CAMA 30' AEC 0 Directing all upland parking BUA runoff away from ramps z 0 Cn F - z LU 0 LU 0— Cn < z (071) 00 Co U) Z M< of —J LLJ .6 LU Z LL F- CD z 0 J Z WC)f 11 2 0 < LLJ W C) C > 1-- Z C!) of of z W 0 00 o —J LU C/) z 0 LL. 0 G Z 0 0 04 —1 0 CL LL 05, z in C, OR z 2 L ME &JINOM" 12/6/2016 File Name: TunisBAA-2017 Surveyed: MRL Designed: BSK Drawn: BSK 2.2 :! W ^ 1 } � x r' x M A, xi :! W ^ 1 } � PROPOSED RAMP PROFILES SCALE 1" = 10' 20' Apron @ 0.50% El. = 1.9' 55' Total Ramp Length 20' Vertical Curve El. =2.0' 35'@±14.00 0.8' Existing Ramp/Ground Profile --J Proposed Excavation Area VERTICAL CURVE DETAIL NOT TO SCALE -- Begin Vert. Curve *BELOW NWL: Back of Apron182 YD' Excavation EI. = 1.9' EI. = 1.7' End of Curve 80 YD3 Fill EI.=2.0' El. =1.3' Begin 14% Slope ABOVE NWL: EI. = 0.8' 15 YD Excavation 9 YD Fill — 5' S' 5' 5' Numbers include dredge area 20' Vertical Curve PROPOSED FLOATING DOCK PROFILE SCALE 1" = 10' End of Walkway Back of Abutment EI. = 2.0' End of Apron Begin Level Walkway 12.0' EI 2.0' Concrete Walkway 0% Slope 8'x8' Concrete Abutment PROPOSED DREDGING CROSS SECTION SCALE 1" - 8' n _ „ Front of Abutment EI. = 2.0' 40.0' Floating Dock (2 @ 20' each) Proposed Ramp/Ground Profile RAMP STRUCTURES WILL CONSIST OF: ? 8" Reinforced Concrete 6" No. 57 Stone � 12" Class B Rip Rap Target End Depth = 4.0' NWL = 0 Elevation EI. = -4.0' NWL = 0 Elevation W 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 Z O Co z u, oW U (J wZ �a 0co 0 Z N J W 0� Q LL7zz J Z W 4 W U Q W U 0 O N m O ::iZW0 O Oma Owz O a �- oi0a rn Q U UZ�5iLu rn 0 rn r= 2 O O J N O X z 0 _ KJ Z� U) C 0 0 (1) J ►l.1 L 12/6/2016 File Name: TUnisBAA 2017 Surveyed: MRL Designed: BSK Drawn: BSK 6.0