SW7060618_APPROVED PLANS_20070110

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE��
YYYYMMDD

I
4
1
N/
NE WbERN
'Ce 201, PC 984%
EMSPNG IMF'
ROADWAY TO RE',
RELCX,ATFD Of' Sirs
:: *72
�BPaG�f'/// 0P C III -...,•,
HURRI ANE_ DEBRIS STORAGE AREA - I
��h ,�+' / / ♦�' PER ITTEO UNDER SEPARATE r
1"HF. COUNTY OF DARE
B
f
PROPOSER) 15' H F. GOfvERTSLAY FIAT, MATC-
) E%IS71NG DITCH
V
NA _ r I ra .. ... E s � �� 1NV� y
NEWBERN L..�- rw E swK•E;':.-
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(Do 2m, PG es4) _ %-�- : L .� ..- -,-- .. J rW MY_.�80 pRO ° _s
c _.. WY. &0
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sl v
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R �iUPE ryOAD AREA RES Vr
1`, _ PP -,5A GgA'.'E� ROAD ,_. ER /
PROPOSED _. - FOR COMPOSTING
_._. ,...• .,.; .Ex �'% \ nE �_f \ERM1T REOUIREMEN i5
PROPOSED Ma TAR_Y AR�.�'
_._I .R3' I '►Cr 1.r � CONCRETE A ' tr
AREA
A �>��N PROPOSED 60,H9 7 S.F CONCRETE r
+ i PROPOSED CONSTRUCTION �� FUTURE COMPOST AREA '0 BE
T ( RY pREA #1 r k DEMOLITION Ott ��--+`
SW ./' �. `-'—"'?" \ \ RECYCLING AREA PERMITTED B\" THE. DIVISION
�� ` ` 73,833 S.F. .' S\ y�OF WASTE MANAGEMENT r
/ S`• �?CYC4WC NiEA '�'� , , I'... ' i` - !GRAVEL k COk IrREIV; �.,< tf
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\ �+1•rA�,`�S OF P T RINE)
�: w ;.'R`' •Y N f PROPOSE© , " , o- I 91\
j7 39,480 S.F G,
cam- 7t�'T } 9RA: LANDSCAPE SUPPLY fi. �'Z v,' - r
Yam,;� FU )RE ` '�,, Qt STORAGE AREA `;, ') ;� `\ /--
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•R 3 CURB. t7b. P�1/ 011W0Q0-0611E-(1 q CHARLES M WBERN SUgDIASION /
4. BOUNDARY AND TOPOORRAPW". iwooMATo TAKEN `r 1,` (K E. SL 3153 /
FROM SURVEY BY $AdWETIlt INV8*A*WLAND ^ %
0) OEV£LOPM04t MAR*t DARNETTIE, P.L.S. t K
: S. COVERACt; 1sl i r
t�iJ E TING B11M111NG5 > lS.020 $,F. ✓` /
EXISTING CONCRETE . 1.043 S.R.
DUSTING GRAVEL . 24,491 S.F.
TOTAL EXISTING COVERAGE r 30.540 $.F. '(2:1%)
D7 /
AW A /4-1 S.F. i
DRAINAGE. AREA
TOTAL PROPOSED�COVERAGE UQO120 S.F.
TOTAL COVERAGE MIER MONOVEMItNT$ * 310;W Sy. (21%)
� 5 6.: THERE ARE NO U.S A.C.O:E. , ICTXONAL WCTL#NDS LOCATED
AL
C5 7. ALL PROMISEED CULVERTS ARE TO OE IAN Di A. H.D P.E.
00
- $61001H WALL
o ;
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U, __ _,_ Tar OF GAW t
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S- ..,,.+--+-- tAm Of LJr10 INSAMIMANCE
a
$1100 rrle oltAullAiC aA9w :TlpaUTAVfr NIEA -
t5 1 - 3e'- SOTTOM MDTn -- - - -- -
QOD CHIP BERM PR._ QE F
rr r
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SITE L )CATEE ' MILES SJr r;, W
CtN RACo ASTA,. Wa FN-WA• 9PJNA AND
.' 5 NAILES NIJR W' OF A`R4,I,.T PAF"M 1;Prlr4
T s SYI'A. P
J�AiNgi� ARR�fi_
601,003 sq. f1,
13.80 acres
"ROPOSE D WOOD CHtF RD = 31 546 sq.ft.
PROPOSED GRAVEL RD.-- 28 41 ? sq ft
PROPOSED GRAVEL AREA 77,211 gq ft
STORAGE AREA .39 980 sq ft_
PROPOSED BILDG - 11 2K sc. it.
R0pO3ED CONC AREA 10869 Sq *+
EXIS' NC , ONC. .AREA - 1 C4 ;q tt.
EXISTING SCALLS 198 Sq it,
AND PRUPOSED !MPER'AGUS AREA 196.509 S,F
TOTAL. PROPOSED IMPERVIOUS
203,223 sq, ft.
4.67 acres
PROPO SEC GRA.VFI. RD = 5,555 sq ft,
FUTURE 'OMPOST ,AREA = 60,897 sq. ft
PROPOSED NOC)6- CHIP RD 18 4J,,. sg f
'0'AL PROP!)SEC IMPERVIOUS AREA 84,852 S.F.
TGTA- PROPOSED IMPERVIOUS 41,87
SITE
-A Ki1TY
PROJECT DESCRIPTION" SOUNOSIDE RF('1 LNG
.=-;TIN OFEp,ATING FACILIT OCATED IN THE. JARVISBURG ''OMbAUN,TY OF
CURRITUCK COUNTY MEAPPROXIMATE � 3 4
.. +^A rt = � P C T �,_0 F_ C.,ENERgL.,.. LESS THAN 1%. .HE AREA OF THE iRA(:T NOT
CURRENTLY USED FOR RECYCLING IS UNDER CUP
w *F f N S:T >}IL ' ARE C,APRISED OF CONETO AND NIMMO LOAMY SANDS THE PkOPOSLD AND
I A
R I 1 DISTURBING RING ACT 111 F :. 2 i' AC � T �
'JR HE +
1 l
P -+E v
� '�-4 INCN iH 0 A E .rfl N r FR )ACI -
l. R { >NA FR n r �M ?}iE HIGHWAY AN,. 70 EXPAND ,r1E ,.... Tu PRO4IDF. AN
DISPOSING AREA FOR J V �..
B )ARE COUNTY IN U ,PCSSN('
- �
'CERTAIN
r- DEBRIS
N < r
,A N�Ra .r 1 T P -
f. ) . EBR AN' C l t aR_ A F E r� FOR COMPOSTING 71 tS MG K � WOR TO N ..'l i'T
SUES
E U So S
t EXISTING WOOD ?ii REP,,,
OF R Y
ENDING D P BC
(GRAVE( OR CGNGRI.IE) PADS FOR RFC '.
, , ,
a♦ x< f -
CfAh' 3 A) C � L C S .LIES R TINI N c J NEW ) T
WOOD CHIP ROADS AND BERM .,ONSTRUN'1NG H4aD SIIRFAt
TR(
liN: r
'r0
INS , hf AINAGE SWAr.LS AN TWt WET pErENT#ON BASINS AS SHOWN ON THE PLANS AND VC�DEN'g
GRADING AFFECT POSITIVE DRAINAGE TO Mf
Acl
THE ESSENTIALLY. FLAT DESIGN S CPE�
.. N,.u1Ai WAY 4RE Sc-Ir. . � �ch" MINIMI� EROSION 6DNr:RU! PROBLEMS 'MTHOUT
THE NEED FOR SUPPLEMENTAL MEASLRES Ir
4Rt aS ,RF )FNFI`I iD, SEDIMENT F-:NCE eAGSiCN CONTRO- 31_ANKE7HECK 7gMS
OR OTHER APPROPRIATE MEASURES WILE BE
♦rr! 4, r-�E I)tRr(.r")N OF THE ENGINEER. TI F .XISTING GRA'vEl PARKING -0: 'WILL FUNCTION AS THE
GRAVEL CONSTRUCTION ENTRANCE NORMA_..•
CONSTRUCTION SEQUENCE
1. OBTAIN ,ALi. -REQUIRED PERMITS AN` AP Dp
2. CONDUCT ON PRGRADE STRi Ci ON !; :
T r}EVTIEI ANL (;LAR'fY SEDIMENTATION AND EROSION CONTROI. REQUIREMENTS AND/OR
3. SCARIFY AND ROUGH GRADE ROADWA a^.'
F R ')Nr IRfAS AS INDICATI ON THE PLANS
4. INSTAL) NEW BERMS. ROADWAYS, WORKINS
U:; 7FRMWAT P MANAGEMENT AMENIAF:S AS SHOWN ON THE PLANS,
5. NSTAL.' TEMPORARYKPtNT h.F-
!�-„iAT rASCNRNTS AS SET FORT.IN NC_�N,;. 'APPROVED
6MONITOR GROW71i OF VIEGETATION ANi'EP
:
t,N ENANC:'R,CFDu2ES AS REQUIRED TO MAINTAIN GROWTH OOirCAROLINAEENVIRONMENTAL
?. PROVIDE A GROUNDCOVER ,TEMPORAR- OF-
,:N ,Nv E.XPOSEG SLOPES WITHIN 2i CALENDAR DAYS FOLLOWING MANAGEMENT COMMISSION
COMPLETION OF ANY PHASE OF GRADING'
LI'tJANLNT GROUND C04R FOR AL.L DISTURBED AREAS WTXRIN 15 WORKING DAYS [)fVISIgNOFWATER QUAUTY
OR 90 CALENDAR DAYS, (WHICHEVER IS Sri
- r. I-;,LLOWING COMPL;":.CN t1F CONSTRUCTION OR DEVELOPMENT.
16 20 7
TEMPORARY SEEDING: APPLY RYE GRAIN AT ,x r
F OF 120 LBS /A,, Date , _#1
FERTILIZE WITH 2,000
GROUND AGR�CULTJRAL LIMESTONE AND 750 LBS./AC. 10-10-10 FERTILIZER
MULCH WITH 4,000 LBS
CHOPED STRAW. ftmwalerPermitNarr,y]OCeK/$
REFERTILIZE IF GROWTH
")LLY ADEQUATE RESEED, REF'ERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAM L
SEEDING DATES DEC. I- E
PERMANENT SEEDING. APPLY 80 LBS./AC. TA' f
`i( LBS /A�. PENSACOLA BAHIAGRASS, 30 LBS./AC. KOBE LESPEDEZA.
FERTILIZE WITH 4,000 -
;Rx1ND AGRICULTURAL LIMESTONE AND 1,000 LBS. AC. 10-10-10 FERTILIZER. 1�` t
MULCH WITH 4,000 LB.`.:
ANGHORED STRAW -F GROWTH IS INADEQUATE, TOPORESS THE SECOND YEAR
WITH SOO LBS /AC. IC
rl ZE! RESEED FERTILZE AN[) MULCH DAMAGED AREAS IMMEDIATELY.
SEEDING OATES SPR;N':
5- I -PR 30 r ALL - SEP t - OCT 31 OCT 16 2006
NURSE: PLANTS RETWE:.:
� +N( J;. h ADD 1C IB`•l./AC. GERMAN MILLI.:, OR 15 LBS./AC. SUDANGRASS.
.PRIOR TO MAY OR Ai'
ar} t5 BS /aC HIE GRAIN.
ANY SIDE SLOPES STEEPER THAN 3:' REQI;IF:
Yl!TUN �,F 'X .EI P4)R ROSION CONTRO[ BLANKET". +T�.a'"RnI'r e 1

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ti •' r 1 - / ! WITH CLASS 2 RIP RAP,
•� • • �r..�� ../'....../'"•.. �' ./ - a"� /''� ./' (9' MIN. T 4' MID_, 23' MAX.)
LINED WiH TYPE 2 FILTER
l - -
FABRIC RIP RAP TO BE INSTALLED
.;. tLi' } v • ,, • � �(. i. t •. A- :-''... ,�/�"\\ _`_-�-- • �,�• � - ✓' FLUSH WITH FLOW LINE.
AW— BENCH
PLANTED W/ iRM MARSH SPECIES
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OF GUARD SECTION fDR TRA&* �%QOIAON. `ACK WELD OR
MECHANICNaY FASIEN TC PiPt
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r,; AED "^':CTION AT
Tf 'EE
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W
INVERT F_LEV=6.6'
MOM 1/2 p13S STAINLESS
STEEI. EXPANDED METAL SCREEN �' i�•..•...
18' GALV. CMP PIPE F'LA
GUARD SECTION
12". Y Y GALv. CMP TEE \
WSFR SECTION. FRONT �A�
3'w 9 S L1 GKv CMP
1 1/4' DIA ORIFICE FOR DRAWDOWN-� \ PoPE TO OUTLET
INVERT ELEV,=6.6'
-\
PRONOE 1/2 /f3S STAINLESS ��� ^v�� �T\ 1� t♦\\ ♦� #V �VV♦� t\ ) �� \�
r.. SIM EXPANDED METAL, SCREEN—_.�_� n,. 4 •. `, \,y; -` .: ,:s \ ♦ ` \ \ V ...
2" DNMf17ER CONCRETE 9LAB 8' 7YRCK— #410 ML
W►M TM 80MVIN DANEWED TO MIO SLAB �S, � e ; M,I')IIO pm Mm
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ABOVE INVERT OF HORIzoNTEORIFI�;UARDED RISER.�i1�
BRANCH OF TEE.
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IF x I
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SAC TI N
LINE CHANNEL BOTTOM
MATH CLASS 2 RIP RAP,
(9 MIN., 14' MID., 23' MAX.)
LINED MATH TYPE 2 FILTER
FABRIC. RIP RAP TO BE INSTALLED
FLUSH WITH FLOW LINE.
SHEET:
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I NDSIDE RECYCLING &c MATERIAL-S, INC. I °`
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_ rR,. v1J_ DF 'JNGR oaD` FOR REC r�LING -'AW ONS .OflT z,_:IN,".- DRAINAGE SWA.E:> 0�S S`011 ON !HE P..aNS AN'_` INU)EVTAL GPA')iN, T.; A -F=_-
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ilop
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IRECTI,N ,)i iHF ENGINEER. HE FXI5TNG GWAVl PARKING LOT VAI_L FON: ^')N A> ',4
/ t5® tY:i X- Oft DTFiFR APPRf,P'2ic rr Mf.ASURE3 \M„ FE `f 'All .pl *}-{ ) , * 1
EasTAEe PI F s +1e'. n� �'k n , / £ TR EC
GRAv i3ONS, l (Ni 'N TRANCE NCRI I` 'i' )
Cl4vEAT . '.� � >. �
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1, PROPERTY IS L)C AID D :N A =.I R.No
1 �
ZONE X (93UBJECT T) CHANGlE C-Y I'.E.M.A.)
M4P /3720982900J (RAT:: DLC YN,2006)
2. TOTA, TRACT AREA-1.430.892sq.ft (3d.997 AC.) `
3. CURR. CO PINRi 011 )- 000- OC38--I
4 BOUWDAR`' AWE TOPOGRAPHIC INFORMATION TAKEN \"
FROM SURVEY 3- BARNET7= INTEGRATED LANO ,
DEVF_C'PMEN1. MARTIN BARNE'TE, C.L.S.
5. COVERAGE. \
EXISTING
EX'S1TNG 13UIID:NGS = 4,50' SF
EX;S11N1 CCNv CRE'E 5.134 S.F `\ ,
EX-S'INC GRavI] . 24,49' 3 r \
TOTAL EXISTING C)V'£RAGF = 34'26 F (2.3%;
PROPOSED C: )NCR'-.TF 18',960 SF
PR{DPOSl GRAVE: _ 10151l Sr
FUTURE BJUNNG = 11 250 SF
TOTAL FROPOSED COVERAGE = 1211 S l
TOTAL COVERAGE: AFTE2 IMFROVEMENTS - 259,,•86 5.F -W
6 THERE ARE NG U.S. aC C E. JURISO CTIONA, WE RANDS _OCA TED
ON T•1E. SIBJEC.T TRACT
7 ALI PROPOSED CULVERTt, ARE '0 BE 1';" DI,, H.D_P.E.
SMOOTH W'AL.L
LLSE:-�12
'Of C•f 8 ANa
C X'intl '3POF E L iA III IN
Ia_!J PR•.IPI>SE:[ Ftl CRAl
---- _---• i w ills OI 'AND )ISTUR'I'll
I �y . OBTAIN A-t RI QlIREC P_F �S AND APDF',..
�M'f'r' ! 2CONCl1(:T DN-c1- PRf:-{,ONS--RUC'ION (;ON� ♦IE. TC )E1,TfFI ANL .,',AFIFI "EC)IMf..N?A:CN AND-_RCSION CCNJTROI Ri::OUIREMENTS ANC'/R
7,(' (O 3 SCARIFI AND ROI GRADE ROADWAY All IIt ('PCR`Z)1 AR•A� r5 INi7CATr.0 D'v THI ?,:N'.S
i� '�'-' / 4 INS-, Ill NEW TERM... RC_ADW".. f;, KIRKIN-1 AND )RAINAGt AMENI-IE° AS SHOWN ON 'HE _ANS
INS! A.i -E.MP)RAR, OR PERMANEN %4GI COVER A< CICiAEv B� .>E4:r.N9Ai ,ON`.TRAINTS -IND AS SET FORTFI :N NCTE Il 9E',';A.
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