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HomeMy WebLinkAboutSW7111003_APPROVED PLANS_20120113STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW7/&�L 3 DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE DOC DATE `Z YYYYMMDD MIT } �x t Ra III C) a i5 z w .2 00 5 Cc, W 0. ai W r � � za z M W W z 0 W GENERAL NOTES-`: 1. OWNER/DEVELOPER: MARSHY RIDGE RETREAT. LLC 15, P.O. BOX 237 KILL DEVIL HILLS, NC 27948 o PARCEL NO. 018742000 PL, C, SL 111 C DB. 1681 PG. 272 PIN - 987308888401 2. PRELIMINARY SURVEY AND TOPOGRAPHIC INFORMATION PROVIDED BY SEABOARD ''•. SURVEYING AND PLANNING V J f J f rc+�c�Fi1r&zr J r J '�. 3. STORMWATER MANAGEMENT PLAN TO BE DEVELOPED IN ACCORDANCE WITH NORTH ; = -�.\ \ J r:. J r tZ/pl J J J DENR RONMENTAL MANAGEMENT COMMISSION 0 (VOTE: THE DATA GIVEN ON THESE PLANS IS BEUEVED TO BE ACCURATE, BUT THE ACCURACY 1S NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL LEVELS, LOCATIONS, TYPE AND DIMENSIONS OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF A DISCREPANCY 1S FOUND, WORK SHALL CEASE AND THE ENGINEER NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS NOTICE TO PROCEED. r r \ { %r J J CAROLINA ADMINISTRATIVE CODE/NC -ENVI STORMWATER MANAGEMENT DOCUMENT ��A• 0 H.1000 \ J �` a ( J f' J r` J f' ? ! ir\ ' c,6\t\• �r 5 r a c` a( / \ \`- ` 4 L TR PARK"AND IS DEVELOPED IN ACCORDANCE \� f_. ? f` J f } f` i -7: �' ,� \ lj�gp �: t r f' SnZ DATA LEGEND PROPOSED DaSTING GRAVEL SURFACE , OFFICE TRAILER 350 SF. TRAILER PAD AREA 16,800 SF. PROPOSED GRAVEL PARKING SURFACE BATH HOUSE 579 SF. PROPOSED GRAVEL DRIVE AISLE GRAVEL PARKING AREA 18,668 SF. GRAVEL DRIVE AISLE 44,911 SF. PROPOSESD 10'xW GRAVE TRAILER PAD (SIZE 1AW DARE COUNTY ORD.) - OFFICE TRAILER PARKING 697 SF. PUMP OUT 2DO SF. PROPOSED PUMP TANK PUMP OUT PARKING 444 SF. PROPOSED SEPTIC TANK SEPTK: DUMPSTER PAD 200 SF. PROPOSED CAMPER SEWER H"-UP 0 PROPOSED SEWER SERVICE LAVE s" SERVICE PROJECT IS DESIGNATED AS TRAVE AILERf' J f } f J YARD NLET ,� / i �� �._ J f J { � BOAT RAMP 1 908 SF. WITH DARE COUNTY "MOBILE HOME do TRAVEL TRAILER PARK ORDINANCE FOR 1. \.+y \ '\ -9 _ �. f f f wll _ Off '\ \, 9 J f J PROPOSED FORCEHAIN I M - F4 UNINCORPORATED DARE COUNTY NORTH CAROLNA" �' r` J r J �i *_{ / ` m�A \ a t # al TOTAL COVERAGE 84,777 SF. �._r PROPOSED YAM INLET 5. SWALES DESIGNED PER REFERENCE NOTE 3 SECTION 15A NCAC 02H .1008. �� '! ER ( ) PROPOSED STORM WATER PIPE ( } -- f .:'� r /` J J J f f: J J ._• r.. TOTAL PARCEL AREA 2,219,382 SF. 50.95 AG. J r �r i TOTAL IMPERVIOUS COVERAGE 3.82 % 6. AN OPERATION AND MAINTENANCE SHALL BE PROVIDED AND SIGNED OWNER/DEVELOPER [ 25 / j : Ct4MlouT(T1P} ; f.? J f J PROPOSED wATER1r1AJN LINE PER REFERENCE (NOTE 3) SECTION 15 NCAC 02H.1003 SUBSECTION (9). r 3 f a ,, _ \ -N ,.r J a f' J `� TOTAL A.E.C. AREA 64,920 5F. 7. DARE COUNTY HEALTH DEPARTMENT MAINTAINS JURISDICTION ON THIS PROJECT i : �.: � f f J ' \ _•..;= / / _ t A.E.C. IMPERVIOUS COVERAGE 4,365 SF. (6.7237) 8. DARE COUNTY ZONING REQUIRES NO MORE THAN 50 % IMPERVIOUS COVERAGE ON THIS / �� TRAVEL TRAILER DEVELOPMENT FOR R-2 B ZONING AS REFERENCED AND IN ACCORDANCE ., i Nv.= 26 i/ j G` I WITH THE "MOBILE HOME &TRAVEL TRAILER PARK ORDINANCE FOR UNINCORPORATED i f ■ NV.- 2.0 r.��+• j�...T r...+ r J { o' , NY.= 1.81 ` r,r i L`. '_ �•. f f' (' T.` DARE COUNTY NORTH CAROLINA_ J L \10'xW CONCRETE PAD IFOINRAVEIL TRAILER (rep) YARD SEWER HooK-UP f i. /� _ r J J I� 1 ��� { r f f t f f ► CI ANOUT (TIP) J '• �...} f J f. { . J r•.. J � � • ..� : J �: a J t,.- J PROPOSED s[f ; G ` NV.- 1.16 J J J J ' / �rh>. \� \! f f f' _•�~� f' J f OFFlCE/`#RA�.ER.. a'`_.1 \•'��% -:'_ } /' KKK f `.: f f i f J f' J { ) �(' J f ? f J _ ►FX `•. {' J { J t' 1 �' J f i 6AN) A f 1 f ) { J t' J 1 ( J C' J f J (` iNY.= .,.48 NV _= 1.55 r r _`/ \ O/IK '" = : , f ' J f f t »- \\ .•` - 'b' �.,f-f• J f' J f J r% f s�?i; - _='•; J ( J J 3 J J J J J ) J - '�i{i •••`-•. yb r 4 , �• t J '-j==a ...y .f� ;.•s.: t • a`Fi ` J f` J f.: J r: J f. f: J f. J: �. J ;�}:,�,-.r ': J J f J f J f J f J t J f j f J C J f � \ � � \ �`." , r'r ; i. - � ' •'•�� � _•- !' J f a f J f • J t• ' J f- J f• ..tea.• ' ( J �,.{is: '` r`..,_�a.:r:.c f: JZM f J f J f J ; •. J f•- J f'' J {:, J f:' J f-" J ! ,l� \ B � ''�• :` � r�' :a. � ."' •� ` e'7 s- J J f' f r'� ...� •� „`,�'•6.:,.,x:r: i��r�% i r t _ S f` J J {= ti, INV.= 1.70 TJ,•F. QF °i• \ \ '•� _ r•r ..,� /• ' •� � •`.'. ..._ .._.. .. - - _ ��., ^S O •'\ _ ,28,' ••\ ,. >�.;•' ...L.».,.i:. - ._._.1 J t J r i J {" r' �... nO \ \ \ \ \ „� •��_ V 0 r / i i ` \• CAMPER ;f. ,sue ...I._...1r......_i.._.i. 1 ._. 10x2O CONCRETE / '+ a \ \ \� \ r2aj' �-- :.+g ` _i `: � SEWER Hoar -UP OPEN SPACEDUMPSTER PAD �\ \ \ r I. Y \. NvCLERMT (TYP) (VEGETATED SCREEN) o''► ��\ \ -r i 1.71 MEANOUT (TYP) NV.= 2.O /: \ j \ INV.- ,.23 �g �iL. / 'J1 3 52 LF a 6• SERVICE ` NV.= 20 d), Like `L Nz elf e f PROPOSED r�s1 \\ \ \ fie. G I I I 1 �/ �' H Nv.= , sg�''-•.•` .,i1. BATH HOUSE \ \\ \\ NV.= ,xKa CAMPER g►VER HoarIlk 40, aFANa,IT (TYP) �. / :. � / "�• .••` SEINER CLEANOUT (TYP) WV.. HOOK-UP•., i Z9 �4, y - - * / /' '••`. �/ ` 126 - �`� � i nor = 2.O •`• `•` � ` ' i �"� , � �� _ - -. : � i ;' It ,- �a •-\ ~•._ � OPEN SPACE \ e i 0 # 3 j n'', wl' r ' - . � A& l� \ \ -5� .` �.�•� PARCEL A J INERT - ; t "� � :•., , F, -.' ,�L �� / / _ = a,i3 / I I f // ' - .: f \ II$= a93`: .. s+'°4, iii wv 20 a t� iy 1 ! = i ` �7 16.62 ACRES 3 ii t .33 �, b ! .' \ \ a� // //� / %� / / .. �_.�; / � tea. ./ � ••.� ;,�,�,�, •-\ / � % '-•. � t l' � - � !' 34- i �`�` '• •' y ,EI, \ /\ / / / A r;�' i i �'0•D,y :l ,aa5rnws 7' �•.., i I i j: I Nv silty �j��j/� i 4 / i j >< r cT.4 / N /CAMPER - . '� Nv.= z,ai_ \ /// / , /�, /.a i ) j �11J % �") Nv = zo ` �= �1 'r u" - , _ _ ` �'' m 1 I ►1 \ » OPEN SPACE % / . a ' i q5 / _/%, Nv= 1. �.� , 3 , ,4 Nv= D.4e NV.= 1/7 s y `�T �j j o r % \ \ INV= Q21 ►I ` tilLtc ,� lf, NVr 20 j �' l�1 '�jQ NZ! , INV., SCAMPEREWER Hoar -UP y ' 7 tea` /yf�' S� ` / +� YARD NLET / ���$� �;\ /./ i s T_ 4 f ;� . /' /' PROPOSED CAMPER �,:\ . _ ( a uT (TYP ) /'e .,., .�' ��4 "� \ ' WfflMWATER wnLTRATION SEWER HOOK-UP �: Nv= ,.23 Nv.- a3, VEGETATED SCREENING 1r, \ a, i ,� J j G'. '\ ,2 I BASIN 'A' CI.EANOUT (I TV) r' G 1 36 Q r P.T. j 3 G. > , ,II. `'••� ` - ------ r1 ` �, ,�' at • j i ... J :� OPEN SPACE --- - I ,1tt \9� s,�c� ,v xi CAMPER Nv=,.�o s Ir \ '� �/ .'� =O c< gMER Hoar-M , &� \ , J \- 6' ilia. Steel bollards I J '. 9Ye \� qc ` i' �',�l Z1 / \� \ CLEANOUT (T1P) _..._..._...-. NV = 15 INV.- a9Q NV = ag1 } tout Fined (typj c ,� ��•�. f ` t �' - _- CAMPER �INV.- 1.07 �•• / YARD NLF/f � NV. 2.0 �. b _ »\ _...1 _ t�XFJW0UF (TYP �i 1 ! - Ir b @$ d J kr, - - `•' , ' i . 4 �o I . OF T. a sERVK Nv.= , sg ( ) 37 * F ro.: v $ Q ej \ Fn •` '� \ �. I I NV= 1.76 NV= 2.O r•.....-..._� (9 cu j 4}rc •.` l m I [ I I �lo•� _...� I ll l I I I�. �� -� + 3B-• • �.- _ .in 1r [ I \. ` I� t 4 i i 3 i 2 + ,-� _ r.. i Div=1. - - ,. �; �� �► clearance min. 3000 p.s.L concrete slab with flier mesh r2eJ'� 1 j I I t i N._ 1.79�3$ •� ,� Ir. reinforcing - mondithiG min 6' thiclmess, t `� y \ �' t �° i °� 1 w j j j 1 �1 1 4 39 i '! ! / 1 4 j j: I Y 8'x6-/ ,ox,0 W W.F. �_ _ ' 1 i - - j t / ' f 1 oVERFLow Tiff 4 a _ I i ; / 4�~'� ` ► STRUCIURE AIL Nv.= 1.28 .0 15 y �. PLAN �� ,,fit\ FTC P.T.# 4`.� DUMPSTER PAD ENCLOSURE DETAIL `� I I I I I I I I !III I IF,, A,,� PROP�D LE►,EL ���\ AILAf, - IIIIII I I I I I I I III [ �� g ; . .�.._>� t t ; !'\ �' �. SPREADERIT N.T.S. {I I I` .I if f I F I I \ 9 r j OPEN SPACE " dL IAL 1. I �It ' i ► 4 '�\` _s r /• 20 CAMPER SEVER HOOK-DIPf7A CLEANWT (TYP) 18Nyy 40PICtl ' INV.- 1.10 \ {t UQJ53 +�tF2GRAEsLRFACE NY.;,.73 I SERVICE NV.- 2.010' 14 ,auva III I I I I I NV.= 1.41 OF 2-9) 1L4' I I I --- --- I IIII II »'� �.. cAr►PER _ SEWER almoL1 I vT (Tr) 4,,� � IIIIII I • I S FROM 360 GOVERN 1 1 III [ I ; - -J �` ,,� LU +� ,If, II SUBGRADES / WATERLINE PVC SCREW CAP 6" CONCRETE AND ADAPTER RIBBON : 6" ,lf 3/8" TO 1 " DIA � .:. � . � �=,WASHED STONE AIL ,f PVC PIPE LENGTH AND SIZE TO SUIT j 45" BEND ---LENGTH & SIZE TO SUITRL J SEW]KH CLEAN -OUT v/ -GRAVEL ACCESS -DRIVE CREOSS-SEC 1P1 MIN LANDSCAPE AREAS { N.T.S. N.T.S. a f%UUMGVA I r- DAJG COURSE TYPICAL DRIVE AISLE SECTION NO SCALE J f f � . J r• �.~.�� i- :t f- ' r J r 1 r'` ff� l paw.) r-J J f Tp?GIFi,A7� f.. I r0 W21k 0 A04 - y. APPROVED �E> ._t> - \ Nei CAROLINA ENVIRONMENTAL ' t MAINAGEMENTCOMii4ISSION 1D 1' tom` IH7SION OF WATER QUALITY Data - 20 i11r, ,.lri S`nrmwa'arPermP No: SW 711iC s� 1 /I11h ,1 N LLJ CY CZ) / � GRAPHIC SCALE .,��./ 40 0 40 8o CAM k �ac.dL1 u �e a (IN FEET ) i7'r"d �u- j / Pia L (l 1 inch = 40ft. ,' ,,L........ .�/ O U uM NN W • ��'.� CK :y ... U) Val c5 a fr a U r'-`'a 0 a a IlC U Q � Q a w IX U a z a o Q Z 0 w 0 CL LU � 11- IL CL 5 0 a Q 0 Z ix vi p W CD z �U [Y- C] WQ O W I1 W Q W C..) W IX a_ IX O Q 0 U m LLI cn LLJ to Q w LJ In w w C3 w Of Of ¢ rx ` N ` N 0 N H a CV K7 O z Z J •W� iOL' tJ hlWdo -<q vi� Of �zILE zL.'j". o � WN tl w w Who w E­4 zrQ W o a �xQN Z .3 ED A O t� H a 1111-F U 0 E F+� La }•-i W C " CIO M � N E1 W z �j WO N 2 N z w Z : w' 0 * N a� Z Z 0 WmZ 0 � a� Z a 5: U M �U Project If P11001 Designed By: VEW Drawn Br . VEW SN Checked By: VEW DSN Issued Date: 08-22-11 rSHEET NO. OF: 4 SHEETS 7 ;r .. �r'• :i piap 2 _,PPrrnif-SVV 71jC Db3 tin 1 ea CU a J H W Ix O 5C:, 0 W a Ld z� w Z La �j ¢o cc ¢ a J p FWE�1' 00ST1NG GRAVEL SURFACE ' t PROPOSED GRAVEL PARKING SURFACE;'�'� s PROPOSED GRAVEL DRIVE AISLE PROPOSESD 10'xW GRAVEL TRAM PAD (SIZE IAW DARE COUNTY ORD.) PROPOSED FINISHED SPOT GRADES , PROPOSED FINISHED GRADE CONTOUR 3.4 DRAINAGE DIRECTIONAL FLOW ARROWS - _ i PROPOSED YARD INLET O PROPOSED STORM WATER PIPE E)OSTING GRADE CONTOURS - - - - -4 - - -- - - - PLAN WITH COPNO REMOVED 32-5/r SQUARE FRAME 2C F-G•1 r COMAM BAN SECTION X X VEGETATED FILTER t 75 TO TO WETLOOS tL i '+I GENLK8L NOTE 1. OWNER/DEVELOPER: MARSHY RIDGE RETREAT, LLC P.O. BOX 237 KILL DEVIL HILLS, NC 27948 PARCEL NO. 018742000 PL, C, SL 111 C DB. 1681 PC.272 PIN - 987308888401 PRELIMINARY SURVEY AND TOPOGRAPHIC INFORMATION PROVIDED BY SEABOARD SURVEYING AND PLANNING STORMWATER MANAGEMENT PLAN TO BE DEVELOPED IN ACCORDANCE WITH NORTH CAROLINA ADMINISTRATIVE CODE/NCDENR-ENVIRONMENTAL MANAGEMENT COMMISSION STORMWATER MANAGEMENT DOCUMENT T1 5A: 02H.1 000 PROJECT IS DESIGNATED AS "TRAVEL TRAILER PARK"AND IS DEVELOPED IN ACCORDANCE WITH DARE COUNTY "MOBILE HOME & TRAVEL TRAILER PARK ORDINANCE FOR UNINCORPORATED DARE COUNTY NORTH CAROLINA'. / - - 38 °? •Y �� ! SWALES DESIGNED PER REFERENCE (NOTE 3) SECTION 15A NCAC O2H .100$. AN OPERATION AND MAINTENANCE SHALL BE PROVIDED AND SIGNED OWNER/DEVELOPER PER REFERENCE N v i pAp . �!q :� f (NOTE 3) SECTION 15 NCAC 02H.1003 SUBSECTION (g)• 3.8 , 4A 3.8 i $ .8 `ti ; ' Y ! +� DARE COUNTY HEALTH DEPARTMENT MAINTAINS JURISDICTION ON THIS PROJECT 4.0 DARE COUNTY ZONING REQUIRES NO MORE THAN 50 % IMPERVIOUS COVERAGE ON THIS SA :� i • :� { } } . TRAVEL TRAILER DEVELOPMENT FOR R-2 B ZONING AS REFERENCED AND IN ACCORDANCE ,}.. �..\ WITH THE 'MOBILE HOME & TRAVEL TRAILER PARK ORDINANCE FOR UNINCORPORATED 4.GJ. �L. u , a 3.6 :a Q ' ,' 3Zfi { r` {' ) \ _ DARE COUNTY, NORTH CAROLINA" y. �sr 4.0 / ' 91 ..- . _ ,� - ^ ` y- ♦ ♦ @ �•. y " : Y- - k -• ••i. ( #- #; - `% _..�-...T...��...T..�. '•� F 'r • '{�. �'�, �--... ,•••-i f _ / f • I i .I • ti `� '� 3•l4 :' € ) {' € - } f } \ ...) # } f % f i F i f_ . / . 1 r» PROPOSED , x r `'� #' 1 {' f 1 r'" .(' s F {' r ) !' ) { r ) ,r�..._Y. �.. �. 1i f 1 # # 1 r i r ! OFFiCE/iRAILER VOL 1'�--- ' {' } f t f ) F ) f' 1 f' i ( 1 f' f f r y \ �.TO�:- - �•. r 1 r ) {` 1 {' 1 f 1 6A+NAL {' 3 {' 1 {' ) ( 1 { 1 3 { 1 {: i { 1 {: 1 f J { 1 { 1 { 1 '`t .� � � ; � , �.. t ) F . } r , j ! i f i _ i f i # } { _ } F .�;f:•�'�;+�_r�.,� � : __ ,� J { 1 {. ) r.. 1 r ; f.. !: - -, '_= t a \ _• �r� '~ / 1=' i #' i { } #' J #' {" 1 1 R € \. Gy 4 _ _ r wr;. a_:t ....I/� f f f f F r f A ,.4 \ / } • 1:= >': i ; F 1 f } f } f ) f ) f i�. J { 1ti= f J { ) f J {" 1 { 1 f ) { J r - �' ' ♦ � s\ � ♦ \ \ � _ - - - -•� / >.., �' 3 t - r' , -s •�• , - ,a:�.,�-:`-�;,` �{'- , - �:� \ , 1 , r � 1 Q 'ram ,F. , .��'l�] M1 •�, � Q� _ { _ / `,: � � ... ) i _ F .��...M 5 :+S , i ,� ♦ \ _ -'�.� •F� _ -VIA 1 ! ! _ .. .. -. ,., r _ _.. 1 "):' .: r4•""• •ti..-_..i».1»._..��A._-..i..._i•.�•.W._r 1 f t / r f' ) i f•• �•i•r•- `ACTIVE f 1Ox20 �NCRETI=� DRAINFIELD \ 3.6 �♦ 3.6 r OPEN SPACE DUMPSTER PAT]�i--.� '� ` ` s p 3 =.> , /° ► r (VEGETATED SCREEN) ` _ \ _ ` YARD NLET �•- 34 3"I` +Ir. ].ii4_ £ GRATE O 3.8 { �•- ' r r � , kr i i.F.E 4.Q rQe "�� � . � ! r : •! INV. � ••. '�.. �- 30 �r ALSE 11 ' ��' •. PAIR AREA '� z; + ► 3/� 4.2 1 , < r i , 'C- O aj t J ` t rt dl! dlf, r !j y�r 3.4 :� Zg % j Q Wi .6 3.6 + Al r _ �ROPOS� J / , f f r q� r • O -\ \ �l ram(7E�1C+1�' IL EIAvTK HOIJSE 4t+- fi. iu q ' ../ �.��� •:\ � � - _ _ •� tilts +iLt , I 4.0 3.4 14 r' 6 O'Iry` 1ai1, r 1L ' f 3.4 � `i'� •6 a :\ .:\\ � r � 8 4� +y •:' 4, 16 PEN SPACE'- s O .6 �` ;,,:` �► ` + > r \ PARCEL A g Q r ` - =, ( ,► ACTIVE ^ •g `�' \16.62 r ' `� "`GRAINFIELDAIL '16 .62 ACRES `� t, rr �t/ j/ Nzz `i O_. :`\;\ ;1` ♦r f1r7 j...�\ ` 4 t y /: f o ,� O 3.B 3a - _ :�_,��� �lllt IN kfr REPAIR AREA/ ,� O ./ . h : b' (jam f�(.J r%` �'•+.: '! :'/ =` 1 I 3 149 OPEN SPA z, B 'yy, R e ' '+_ . ' %� ` ` r YARD KET aSl 1 % ter• �/� 6 ` y..4�;? l ? i� r • ` GRATE O 28 RLET \ M1 i� MY. O 1.3 _. 3• ! 28 {• _. / INV. O 2.8 � , %' ~ P Q . ` "Y3 OIL+ - ' ']�y �i� '��• r '\\ B � .. 3 '�` +Ir \` . *' '. • ' �� :� :.. �.0 f j 1 ►+°p `�.. , PROPOSED INV. a 28 ° . - _ , ! STORMWATFR INFILTRATION 8 e ' zl11 BON "Ay \\ O 3• , `; ! \ 1 24 SQUARE GRATE FRAME • �- \\� O 6 _ e y '�.:� e�ac CAPITOL Fa GRATE, .� •`\ ! ` �-;�, OPEN SPACE SOLD SACK CHBN-3A PRAYE f . �O �- ACTIVE 1 - ►Err + FLAT GRATE #E!y \a� ` . ! '�� ` rt `� ;, > , f r ` y i \ R DRAINFIELD % ; _ \ ci \ �,`,; ' 1 � C ` 4.0 � t � .�.._..._,.._.•-•---�-1.3�..,\ .. "� j , r PAD O 3.8 , � ` r . \ `y �i�\�0, �� / r / .3 Lr�r ` �is t 1 f "• ��.'•` �/Y. 3.6 PAD 8' 24- e' , ' V. �. ` `,� ���� w U'x35 CONCRETE PAD , E }\; , \ F`O�RAVEL TRAILER (TYfP) `� { W OP A" TZ II '•\ti'1• YYARD INLET YARD INLET GRATE O 2.8 GRATE O 2 8 r 1 ••\ •'��% ` � � (�� �� �� � r NtY.O1.3 INV. 3• ��"` `�:;� '�•,° (4. } } ` ` _` ti \' .ram _. -4T 2 :V w ,t _ `✓ w 1 ! 1 }. ` - - ... ..._... •r• ' :g r -. !{.i r \ ..... .- .,\\, �'�\ e - • 'gin ''3 � � [, , �r ro � - _.. r....+ CS t� r%"�/ . � : i '•, �..__.._.-• _ram -� I + , 3 4; A �' `� • i \V% YARD KET %;IRATE O •: , eK m ++i : ! / g M 1.3r ►,lr, r,"'� r y- b�, • "�' a, ` 4.$ �`.. ' ° 3.B 3. Q v e / 1 ' OVEWLOW ` r ilrr .1 t j `_'-r• `-'tryst • ♦ * i k- a - _ r - _-3a O f Eo /� - STRUCTURE 1'IL4_ ♦ ti � 3�. r � t 1 ]`� ♦ t > � - `1� ^1 >s.,, 3 - � � jr - � _ r j /= � r • I SECTION Y-Y ` ` • _ _ - ,�'�- ` �,o s r3. T 40 4.IL d ` . a` t ' ` �s ' - = I ` .' : _ �' PROPOSED LEVEL 1t , , � ` % � r� �t/' 4p�r � SPREADER A\L♦ l 5 VARIES - r it _-` _� I = , ,y OPEN SPACE + , ° f , * REPAIR ♦ t ` g •: i ;: I %AREA , ' �FIIrLD -`, t ' a ` O 3.1 f _ : 1 r AFIELD 1 t i ` ` • a tM ¢ \ / : I slr W� r , Eq REPAIR ! ' I s • �� r� I I AREA I f r � - . ••'''� r 77, EiOTT01�A OF STORAGE O 2.5 t 1 r % r I j r , -._.. _.. 29 ..._...._.._.. -..._ .• / r 1r :Alit - - - - CROSS SECTION �,���.;�, ,, ♦ • ��, IF - , :j =I - r r l� OVERFLOW OPENING PROPOSED RIP RAP ENERGY DISSIPATER 1 , SEED AS PER THE GENERAL GN"_'°`A } I , SEEDING SPECIFICATION % ` , - _ _ - /' , ` J ' _ _ + + ' / +III - _� - EMERGENCY OVERFLOW GRATE alrr ' , � ` ' / � , ` >' � - �- ` -• _ _ � , r r s - PROPOSED GRADE OVERFLOW OPENING ELEVATION 5.00' tll L? DRAWDOWN ORIFICE , , r F"� - AIL, _ % % r f� % if , _ ,� ' r '} f ) f- }• _ - _ AIL, AL sy £ 1 t ti It.,} s •9a� �,s -; t� � % f},;- 1 _.• : p its f€+� +3I�'ii f € }£ 3 rq i_ r i` ` ♦ / - 7 �i { N r I _ ." ♦ ' + r f,3 4qqn €o r.f p I93 ;j 15 31:. =rf�:. f - a+ EMBED PVC PIPE TO f �, 1 i -' _) i' e - 1 r a ` ; _ .f ` + • `J\f\is .-//\\j' % �\y •,1 `. `x \'",f'�`,f\f SUPPORT DRAWDOWN ORIFICE OVE2FLOW.BASIN��-, '://\/;/;��%`•�.!1�`,f`i����i��'' , r' f ; f ;'j } f {'Jr� { ,` r `% " f Trr a+err- _ - `' f GRAPHIC SCALE E ,�\� NOTE: " , + E r F r GIGiY�4 ; ) f rr ` �/r y f alI +IL �o o �o eo CONCRETE FLOW j SEE PLAN FOR VEGETATED LEVELING SPREADER j FILTER WIDTH f !, i ( IN FEED } OVERFLOW STRUCTURE and VEGETATED FILTER TAI ; ; / ,' i �,� jrk , r... inch = 40 ft. N.T.S.i -� 41 r r ''� v �P4........ .� o •�ti Q?N c4 AA 0 y o N0'LLA w c� 0 U w ¢ p a Y V ¢ � ¢ w c� z ¢ w O ¢ = cr' O LLI a a O a ix L ¢ ¢ z VI 0 Z I= U CC OO p LLI W p Eat H O CL W W x Q �. U w o ¢ m \ d (n 5; Q (/) i p w p p LLI V) 5 w a: w p ¢ LI N \ \ M \ W t-- O T N G CV 17 � O Z z -1 U Oz W W Project ,� Pi1001 Designed By: VEW Drawn By: VEW SN Checked Br: VEw DSN Issued Date: 08-22-11 rSHEET N0. OF: 4 SHEETS = i• Y• w•r - .. _ .� - a-'. .r _.�-..._ .:ra --•._ -...• _ •. Zvi. --..yam+ s..3a�� sea:.Yf�!Y`�����-�L is_i iLi�:11 S'=L�rJ�•a:+l �. �p 3 &x i 8,a GENERAL NOTES 1. OWNER/bEVELOPER: MARSHY RIDGE RETREAT, LLC P.O. BOX 237 KILL DEVIL HILLS, NC 27948 RM DATA PARCEL NO. 018742000 PL, C. SL 111C PROPOSED DB.1681 PG.272 PIN - 987308888401 OFFICE TRAILER 350 SF, PRELIMINARY SURVEY AND TOPOGRAPHIC INFORMATION PROVIDED BY SEABOARD TRAILER PAD AREA 16,800 SF. SURVEYING AND PLANNING BATH HOUSE 579 SF STORMWATER MANAGEMENT PLAN TO BE DEVELOPED IN ACCORDANCE WITH NORTH GRAVEL PARKING AREA 18,668 SF CAROLINA ADMINISTRATIVE CODE/NCDENR-ENVIRONMENTAL MANAGEMENT COMMISSION GRAVEL DRIVE AISLE 44,911 SF. STORMWATER MANAGEMENT DOCUMENT T15A: 02H.1000 OFFICE TRAILER PARKING 697 SF. PROJECT IS DESIGNATED AS "TRAVEL TRAILER PARK"AND IS DEVELOPED IN ACCORDANCE PUMP OUT 200 SF. WITH DARE COUNTY "MOBILE HOME do TRAVEL TRAILER PARK ORDINANCE FOR PUMP OUT PARKING 444 SF. UNINCORPORATED DARE COUNTY NORTH CAROLINA". DUMPSTER PAD 200 SF. SWALES DESIGNED PER REFERENCE (NOTE 3) SECTION 15A NCAC 02H .1008. BOAT RAMP 1,908 SF. AN OPERATION AND MAINTENANCE SHALL BE PROVIDED AND SIGNED OWNER/DEVELOPER TOTAL COVERAGE 84,777 SF. PER REFERENCE (NOTE 3) SECTION 15 NCAC 02H.1003 SUBSECTION (g). TOTAL PARCEL AREA Z219,382 SF. (50.95 DARE COUNTY HEALTH DEPARTMENT MAINTAINS JURISDICTION ON THIS PROJECT TOTAL IMPERVIOUS COVERAGE 3.82 X DARE COUNTY ZONING REQUIRES NO MORE THAN 50 % IMPERVIOUS COVERAGE ON THIS TRAVEL TRAILER DEVELOPMENT FOR R-2 B ZONING AS REFERENCED AND IN ACCORDANCE TOTAL A.E.C. AREA 64,920 SF. WITH THE "MOBILE HOME & TRAVEL TRAILER PARK ORDINANCE FOR UNINCORPORATED A.E.C. IMPERVIOUS COVERAGE 4,365 SF. (6.723%) DARE COUNTY, NORTH CAROUNA" D -CONTROL 1. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES, a.) PROPOSED AREA TO BE DISTURBED IS 395,581 SF. / 9.081 AC_ 1/- 6.) CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES 7RHOUGHOUT CONSTRUCTION AND UP UN77L SUCH 77ME AS PERMANENT VEGETATION IS ESTABLISHED AND VIABLE ON THE SITE CONTINUED MAINTENANCE OF PERMANENT VEGETATON SHALL BE THE RESPONSIBILITY OF OWNER c.) ALL DISTURBED AREAS SHALL HAVE A GROUND COVER PROVIDED (TEMPORARY OR PERMANENT) WITHIN 21 CALENDAR DAYS FOLLOWING COMPLE77ON OF ANY PHASE OF GRADING,, AND A PERMWVENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 60 CALENDAR DAIS (WHICHEVER 1S SHOR7ER) FOLLOWING COMPLE77ON OF CONSMUC77ON OR DEVELOPMENT. IF SAID ACTM77ES OCCUR OU77DE APRIL 1 - SEP. JO, 7FiWlPORARY VEGETA7I0N PLANTING SHOULD BE FOLLOWED UNTIL THE NEXT APPROPRI47E PERMANENT SEEDING PERIOD, (APRIL 1- SEP. 30),AT WHICH 77ME PERMANENT VEGETATION SHALL BE ESTABLISHED ACCORDING TO PERMANENT VEGETA77ON SEEDING SPECIFICATIONS (SEE PERM. do TEMP. SEEDING SPEC'S THIS SHEET) d.) IF EXCESSNE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING 77ME OF CON57RUC770N IN ANY LOCATION ON THE PROJECT SITE ADDITIONAL SAND OR SILT FENCING SHALL BE INSTALLED AS DIRECTED BY ENGINEER OR LOCAL GOVERNING OFFICIAL SO AS TO PREVENT DAMAGE TO ADJACENT PROPERTY. SEE SAND AND SILT FENCE DETAIL THIS SHEET. e.) SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND REPAIRED AS NECESSARY UN77L PERMANENT CONTROLS ARE ESTABLISHED. f.) CONSTRUCTION SCHEDULE 1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS 2) FLAG AND/OR ROUGH STAKE WORK LIMITS 3) HOLD PRECONS7RUC770N CONFERENCE (OWNER, CONTRACTOR, ENGINEER, AND APPROPRI47E GOVERNMENT 0MC14LS) AT LEAST ONE WEEK PRIOR TO START OF CONSMUC77ON ACTM77ES 4) INSTALL SILT AND SAND FENCING ® LOCATIONS SHOWN ON PLAN 5) COMPLETE CLEARING AND GRUBBING PROCEDURES 6) GRADE SITE ACCORDING TO PLAN 7) ALL EROSION SEDIMENT CONTROL PRAC77CES WILL BE INSPECTED WEEKLY AND AFTER HEAVY RAINFALL EVENTS BY C0N7R4CT0R. CONTRACTOR WILL MAKE NEEDED REPAIRS IMMED14T ELY. 8) FINAL STABILIZATION OF SITE 9) REMOVAL OF EROSION AND SEDIMENTATION CONTROL MEASURES 8,4CK T s�oPE vx GRADE ARIES PREFABRICATED MATERIAL ATTACHED TO STEEL OR WOOD POSTS = VICINITY MAP AE R ��.t At�� -�� • r`` rr e { KITTY HAWK BAY 1 s�B �9yap %� r } �� r' IJ NSf f J `fJ } 0&7', F ��� SITE • - - - OPEN SPACE swtmvfcv d k ��r� PROPOSED ;�;• � ' i r�� Lnaa OF DEMRBANCE ` ` OrxJ� ATE PAD { ; RHf1 A Gy ROANOKE DR. J J 4�Ms R*gmiEL 1Ram (TYPE r f { k� SIk RICHgRIIWESr 4� f} _ .- f f fR�4V HARBOUR TA �:�'• fGItIMA1� (' !'` i ��' G'�S VIEW DR. �` f r SANDPIPER \. _ V t- a ° Q J JrJ PROF05BD CT, zoo PROPOSED GIL&VEi. ? -\ s. �. - - r J .:. / \ '\F J SILT FENCE y CONSTRUCTION ENTRANCE a .\ l f (� a : Q t r } � DUrAEL � cr. SEMn (W IOWAJ, T= SEEIST) ... •N,' \ r' �' J f J } KITTY HAWK BAY-4 LLJ . F U ' 3 s k aIn a 26 3 6 3 f r j �`I� !n Ln - , J PROPOSED g a fL w OFFICE/IRAr ETt a '2l ' txA ( f r` } t r t r' ! r J r ,J~r� J r- %. r r r. ! j F , x / ,. , -�_ • - �y dpr=, � -- ,' r� j:'�; !`-- � r"r� f} r; J% .t � (((.::1#NAL�,`, l � }} J t' ) { r�g� �..r_ f} l j f} r f f J J f ,J f j J f i 5 5 J Q�.. ; ► 1 L4. _ \�► +y4 - J f } f f` { J { J J f J-'xtilh J { J f ,l / f' j { J i { J { { � � ! "' *v• e r t f (" , s r' '= l r} r l r J r} f (} t r' Awl ---------- lam °0 k A a, ipar OF DUMPSTER PADSTURBANCE mm) s\(iEGEfATED A►IIL FEE.: -� 3s AL AL '10' AL 1 jL AL AL AL AL iL AL Ai {, r` s 3.4 F, '$ #,` ,, .�.•_ 3.4 - ` ` ' AL fis 3 u 4.0 4.0 Q . Q� t " ; . Qua :, / Alin 4.a , - A1VL. � \� � � Y- � 4 '' �!, a wx . -�.� AL sa IL EN SF�►cAL mE -'� _ PARCEL A�� AL DRARRELD 16.62 ACRES Nz- f:he' - o "; a ►s 1 'U`AL / 2 AL AL \ -SPAL A 1 AL AIL AL + , � 4` ` 22 AL AL AL OPEN SPACE 3 r \ \_ ACTNE '� \ ' f .:' ',• ., ' . � � °r :. # � 4.0 - r } ' t - � z� I : 2.S r� - PAtI � 3.E 1� ,1�! - ' n' ¢. --�- - r -�C I ',yr Dip _ _ \ \ ]11{L \ ` . 1 E q 3 -' AL J4 PROPOSED 1'' ``! PROPOSED AL. FABRIC MATERIAL ja ��` z - -1 T= 1 1 ANCHORED IN TRENCH PROPOSED KIP }f;4-. - /.` -\ L &r OF DISH RBANCE � \� - - _ _ ! � � �' \ � � s i . 14 � 1 " MIN COMPACTED BACKFILL RUNOFF FINISH GRADE AL Atf- • .t �.4. \ } : 1 AIL 0 4.0 r 15 AL PROPOSED \ , I I ~ - t , ,. MIN 6"xS" TRENCH ,� AL SILT FENCE � 4, � � � s''a AL AL\_ � `�:_ 1 : 2Q � 'r, k FROPOSM � � � 1 � AIL. OW WrAM T= �; A►!I� .' F t,, �- pEplR r. I ;•e I Iu s� OPEN SPACE AL BURY FLAP OF ACTIVE SM �� 7 16 FILTER FABRIC FIELD REPAIR PAIR A � 11 �- AREA I IAREA! g /1E7L.4Ai7 � 1 � ; � I i '=*i ; , ' i ' 3•► / I ,jI % / AL.10 AIL AID: , • I � � a, r+ PROPOSED I / r : " L drr OF DmTuRBAN4*k . 1 PERMANENT VEGETATION TEMPORARY VEGETATION ,,: ' .I �`` ;o� F SEEDING DATES: APRIL 1- SEPT 30 SEEDING DATES: OCT. 1 -MARCH 31 PROPOSED1, LEGEND SEED MIXTURE APPLICA77ON RATES/ACRE SEED MIXTURE APPLICATION RATES/ACRE J�F Q• IM511 :IfL ; ` ; '' -1 . '' SII,T FSNC>8 , ''�` -`, BW14 50 LBS. RYE GRAIN 175 LBS �4 S /OP Ili il..�= rJ r�,}','r A41tc (SEE )DilrAH. TIC �! PROPOSED GRAVEL DRIVE gyp• � � f , �� t �J�i r,J '----�- COMMON L ED) BERMUDA 50 LOSFFRn117FR /p'� R O f � � � � '' j r r � �" ,� � / PROPOSED TRAILER PAD (UNHUL1 D-10-10 ® 1000 LB ACRE q� S 4 _ AL GERMAN MILLErT 15 LEIS. / / QV- /�/ O,M/ �'� ' � r i fit Y T - /: PROPOSED PARKING AREA FESCUE 20 LBS ; ; I:; ,1,''' 00 O Q o iY r! ! / I% , % rff i 1 - � ?i�` "/ AL FFRnI nr MULCH '}'` ;���1 yj r` �Q` AL ,� L PROPOSED FINISH GRADE CONTOUR 4 f laR APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW 8r TACKING iYlT7I ASPHALT, _ Q� 26-13-13 0 500 LB/ACRE NETTING, OR A MULCH ANCHORING TOOL- A DISK II47H BLADES SET NEARLY Q 00 I y' ` ` J E J - (� '� PROPOSED FINISH SPOT GRADE MULCH STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL Q `Lo ���' ( ,' Ji r J J - - - _ _ d f `�-----�1------- PPLYG4,OOi0 LBIAH ANCHORING TOOL A DISK NTAck?AtG LADES SE7 NEALT,Y 6" MIN - EXISTING CONTOUR ---- ---- STR4IGHT CAN BE USED AS A MULCH ANCHORING IDOL. 'BC PROPOSED SILT FENCE X x� VACANT — — -- COARSE AGGREGATE PROPOSED LIMITS OF DISTURBANCE - FERTILIZER RATES SHOWN ARE GENERAL RECOMME04wNs� FREQUENCY AND AMOUNT OF FERTILIZATION GW BEST BE DETERMINED THROUGH SITE SPEGF7C SOIL TESTING- - AMINIENANCE: A STONE STABILIZED PAD LOCATED AT POINTS S4IISFAC1iJRY STAtTILLZATTDN AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE cDVETt EWlV SMALL BREACHES M VEGETATIVE COVER CAN EXPAND RAPIDLY AND, OF VEHICULAR INGRESS AND EGRESS ON A 1' ` ' I ;C' GRAPHIC SCALE IF LEFT UNATTL7YDED, CAN ALLOW SMIOUS SOIL LOSS FROM AN 07HLRN?SE STABLE SURFACE A SINGLE HEAVY RAIN 1S OFTEN SUFFICIENT TO GREATLY ENLARGE 8�4RE CONSTRUCTION SITE 1, � t' � r �rJ � } ! ,'` so 0 6o too SPOTS, AND THE LONGER REPAIRS ARE DELAYED, THE MORE COSTLY THEY BECOME. PROMPT AC71ON WILL KEEP SEDIMENT LOSS AND REPAR COST DOWN. NEW ; ; ; SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND AWNTEIIWWVCE PERFORMED AS NEEDED. IF RILLS AND GULLIES DEVELOP, THEY M(67 BE FILLED IN, RE -SEEDED. , ti :� � �� �.t _ , AND MULCHED As SOON AS P0S5lBDE DNER5101VS MAY NEFUJED UNTIL NEW PLANTS TAKE HOLD. PROPOSED GRAVEL CONSTRUCTION ENTRANCE , - - . ft f r J �\ MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE.'`,;'•, �, ;I t - ,• ` `" J - '` ( IN FEET WEAK OR a4M/4GED SP07S MUST BE RELINED, FERALIZED, MULCHED, AND RESEEDED AS PROMPTLY AS PMBLE RUER77LZ477ON MAY 6E NEEDED TO AWNTAIN N.T.S. PRODUCTIVE STANDS :: p ; y ' J { ` I inch = 50 ft �`liy 4,...,.., , % O ` QN - co too y=:moo Q` WIDTH VARIES TYPICAL CONVEYANCE SWALE N.T.S. RUNOFF BACKFILLED TRENCH ■ ` RUNOFF WOOD OR STEEL POST, ATTACHED TO FABRIC EXISTING GRADE RUNOFF .-Ij .i s ig NOTES: SILT FENCE SHALL BE INSTALLED BEFORE ANY EARTH REMOVAL OR EXCAVATION TAKES PLACE. SET POSTS MAXIMUM 6 FEET ON CENTER AND EXCAVATE: W'4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. ATTACH FILTER FABRIC TO POSTS AND EXTEND IT INTO TRENCH. BACKFILL AND COMPACT EXCAVATED SOIL. SILT FENCE DETAIL N.T.S GR z Th 110 z O a Ix U N Ld C n W Cn 5 Cr W F- 4z �z a 0 O N N CV n Z Z ` a ° r-a 0 51 ,� w o E o � a Z E v z W o W � a zNJ z � �Z�� o z ��' w ` r U o H Z WF- C�6x13 N W z 0O Wit A o12 w �W WLL m N D N ZQ r i �4 S N N • U1 N p� ry ; N P4 Z W0= w ° q m= I—� z o Z Project # P11001 Designed By: VEW Drawn By: VEW DSN Checked By: VEw DSN Issued Date: 08-22-11 SHEET N0. or: 4 SHEETS LINE TABLE LBE LENGTH AEARIHG Li 1923 &p'dt Le M27'4e'34'E L7 14.37 48'el L4 2P 96 89631 L9 SL'F 36 L6 14.72 '667 L7 M56 46'E LB ELL 516.28'39'V 1-9 lam Lw 27.73 53S6R•6e•f e4u6 Se7'l9'23'E LI2 23,38 4'47'01 - s24'4T'61'E LN M 26 40•36 ELM S1i'3Y49'E 4.3'J S19'22'3e'E U71 1941 519'ie'3E'E L12 2976 '36 LL9 e4.32 939.61.3rE US am s4ss4 s� LRL u s3e•14•m L22 L10 1 e413 1166 J2'43'E Lai 7 I S66.56 lam gq ' AL W 1� j W • ° s'� d GRAVEL PARKING r". 4.1w AL rd AL(}� tl.r AL JIL AL L1 ``� Z V Ul Aiit Se r WITH NCDENR PUBLIC WATER SUPPLY SECTION APPROVED "STANDARD SPECIFICATION JIL ,►Us •��` ALJL FOR WATER DISTRIBUTION CONSTRUCTION FOR PROJECTS WITH THE DARE COUNTY /. WATER DEPARTMENT", DATED AUGUST 1. 1999, AND HEREBY MADE AN INTEGRAL `�� %AL C3 PART OF THIS PLAN. AL AIL 6. A PRE —CONSTRUCTION MEETING WITH THE DARE COUNTY WATER DEPARTMENT f AND ENGINEER IS REQUIRED PRIOR TO THE START OF CONSTRUCTION. 7. BOUNDARY INFORMATION TAKEN FROM: W.M. MEEKINS JR. and ASSOCIATES, INC ENTITLED BILLY BEASLEY, 404 WETLANDS PLAT — COLINGTOW DATED 02/25/2009 . � � �a a id zQ z Ll zS Y O Ir 1 - � o o. a D V v Q' Y YAR �OF:� 4� SHEETS) Project f P11001 Designed .By. VEw Drawn By: VEWZ2SN Checked By: VEW SN Issued Date: 08-22-11