20090107 Ver 2_More Info Received_20100219

LETTER OF TRANSMITTAL
DEVELOPMENT CONSULTING SERVICES, INC.
1401 Aversboro Road, Suite 206
Garner, North Carolina 27529
[phone] phone
[phone] fax
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L?POII?Mvigo
FEB 1 9 20,0
WETLANDS AND STORMWATE BRANCH
To: Ian Mcmillan
Company: NCDENR-DWQ
Address:
From: Dexter Howell
Date: Tuesday, February 16, 2010
RE: Coates Grading and Hauling Asphalt Plant
URGENT F1 Reply ASAP [ - ? Please Comment A Please Review F-1 For Your Information
COPIES DATE NO. DESCRIPTION
1 02/16/10 Set of plans
Comments:

y
0 00 ~ O10~oo o o ~ e CAIN 00
i ° 04 °°ss'~ . r~°°
~ ~ _ ~ \ / a to ersec ton . ~ _ ~w _ . - uth P @~~l I ~ °•~E ICS°°. 'Y
~ ~ / I \ ? / ~ and mm rctal k y t. o \ / / e , / ~ I I d~c(l~ Pro rtl / / ' ~ / I I \ \ ~ ~ / I: - - \ q a Q \ ~ B. 2,13, Pg. 44 ~ I ~ _ / - ~ ~ / / I ~ } I \ D1 B. 1492 Pg. 1 0= - - - ~ ~ I \ k ~ ~ 1 I Top - 2 .63 , C SEAL 9~~ ~ ~o
/ \ \ / 1 \ ~ \ ° ° r \ cG Poo rtler o a ~ ,r, I ~ _ ~ e P. B. s~, Pg. 3~1s I ~ - 2 .83 0 0
/ \ \ / / / / ~ I ~ I I \ , ~ \ \ ~ ~ - ~ ~ t~' ~ o ~ ~ 1 I Inv 1!~ 198.31 / / \ \ ~ - - - \ ~ \ D. B. 1492 Pg. 170 \ qt, I \ \ \ ~ lieu ®Ut = 198.; 1!a 198.31 0 ° 023728 `~i S o S e ° Out ' 198.2
/ \ _ _ ' / / / ~ I ( I \ ~ \ e ~ ' ~ \ / P. B. 61 {P .308 \ ~ I ~ ~ ~ \ ~ t. ~ ` ~00~~~ °°0°°°°°°,0000
_ - / l I \ \ \ 20 Pubhc~Utt6ty E~eme t \ \ (V Pty d" /ne \ \ ~ \ / / ~ l ~ 1 P. B. 81, P . 30t3r- \ 1 h o 0
i ~ s' ` I \ ~ ~ \ 1617 ~ p-0OOODD
r.- ~ / b ! \ \ \ ® ivA l11t lfA 110 6° 1, ~ I I I \ ~ y \ ~ 50' Buff \ ~ \ ~ I f I I I ~ , Lp ti \ ~
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~ b,~r LIY E LAS l - / / _i / ~ ~ - \ \ / / / \ y J ECM 11_..:.-- ~ 1543 ~ t52! W ~ ~6y LWS 15dB U C'J
~ ~ ~ / / / I ~ I \ ~ i ~ o~ ~ I ~ r t~~A rB41 I5 jg l3~2 (1', ~ N ~
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~ / c F ~ NC 210 ~ Z ~ Z' ~
! > \ ~ ~ I / / / ~ I / / i I 1 1 \ \ ~ \ / l I ( I / McGee s 138 H a,
Crossroads ~ E., ~ ~ ~ 1320 ~ ~l O ~ ~
1 l ~ I ~ Pond / ; ~ \ ~ / _ I ' • l / j i l / ~ ® ~ , \ ~ , ~ l Tip - 202x74 I ~ ~ p ~ U
e , - . l 1- l ! ! / ~ ~ ~ r ~ ~ \ \ ~ / Il~v n - 1 5.27 t ; ~ ~ ~~ti c Z
\ _ ~ ; / ~ i ~ l v Ou& ®195.22 C f/1 ®1® \ 1321 O F
Vl ° r~ 1325 ~ O ~ ~ ~ ?y 1322 ~ p ~
• 1 ! j ~ / / / / ~ \ I 1 / 1 1 a! gl'- t0 1922 Z W Z ~
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aC@e r L~' oa~~
- D. B., 148 Pg• 1"~' ° ~ i / / / / / c ~ / l ! ~ , r- ~ ~ ems` ! ~ \ \ / ~ r 1 \ ~
~ ~
/ / ~ \ / / SSAIII l ~ 1 ~ _ - _ ~ \ ~ ~ CCll~l TY MAP
\ ~ ° / \ , . \ / \ SS~11-- / r- .J !n v Ire - 192.07. ~ ~ o \ ,
I / / / Top - d 99.08 ~ ,17Iv Out ~ 192.03 I cg \ - - - ~ I N.r.s.
\ \ ~ V i / l l i, / , / / l 193,
r / - / / / !nv\K~t~' - 1 3e2 ~ NAG C3fi0-STAPLE E `b ~ ' ,e ~ 2~~ _ ~ / / \ ; j i / / / / e ent W,pT-4T LF ~ SSA9 I
l / / e , , asetn _ of sa° RCP ~ ~ "C \ \ _ ~ / ~ / / / \ _ _ i~ utt~,ty ~ ®Dd% o = 198.59 ~
/ i~etlanct~ / / / / ~ 0 ,Pub VIN: 194.5 ® - / ~ Ip \ \ ~ / l ~ \ ~ / 2 ~ PREAOER ~ 1 ~ y !71 -~189e9Y
- ~ - - / ~ / / ~ / ~ ~ / 100 Neuse P, Q 13 L.F. W/ 2'xT fOREBA p ~ ' / ~ ' ~ \ / l l ~ / ~ , 'en Buffer 5'2, A , lNV OUL 194.3 ~ In q Out = 188.88 ~ \ ~ ~ C S®all~ Pi ant ~ II ~ ' W ~
Tip = ' 209.3 ~ - ~ ~ SSMH i P ~ _ ~ \ ~SSMH ~ 1~1m1 Pu~`er p I GE'11TEI~AL NDTES: ~ ~ z ~ ~
In In = 201.98 - - - - To 2 l.h9 20' Ptfli t r ' ag !4 . \ Tv = 201.87 ~ p \ ~ p~ ~ \ - Ease ent D. B. 2B1 J, Pg. X44 p V
Inv In~ = 19310 l / Ipl Out - 201.94. ~ dnv to 1 4.!'8 \ ~ < J " I l® BALL .YBRII6"Y T/lB 1N F A 6X1ST1NC o 0 U o Z ~ ~ ~ w
\ ~ r ~ t ; - ~ Inv Ou = ~ 4.~T3 Inv Out - 193.06 / \ ~ ~ r. 7 ~ r ~ I ` ~ / B ®pND S/lA1l DB PONS'l,~ ANY DAMACB ~ a ~ ~ J I , J J ( &TINC 1113 ACTlV1Tl ATION " W ~ z z ~ro
\ \ l ~ ` -
\ - \ \___J .J / \ \ - - \ ; \ ~ _ ~ ~ ~ I V1CB ~D HOU PRIOR 110 VA1 \ x o ~ ~
/ / ~ ~ \ ` ` A UCTION'AND ~ATBRIA Sl1A BIN ACCORDANCB ~ v o ~ ~
\ - _ ` _ I SSI~ ~ _ _ I ~ ( v i I B JOIINSTON COUNTY. STANtDA AND; aPBC1FlCA9'ION~ z ~ ~
/ To = I95e63 I I ; r ~ PNICAL INFIDR11ATlON ~ CBODBTIC SURVBYS. ~ o 0
a !nv In(~j = 188.94 I - ! \ - Inv In W - 189.1 \ I I ~ f I ~ ~ ~ N U ON SHALL B~ STA lOR GRADING PB IT ~
~ !nv Out = 188.87 \ I I I ~ , ~ ~ ~ ~ ~ \ 1NC AINBD FRO 10HNS110 G°O iON C0 ~ ~
Oe y v v our: r99 _ / ~ ~ i ~ \ \ ~ ink FCC / ,-ea N - r08fOq ~ / rx. t IN~N~oJi.• \ \ ~ y , f ~ ~ ~ ~ l ~ ~ 1 s®A VBwAY PB 1T ~41VD SUDDIV/SION ICN APP VAL wUST
y e I n r - ° ~ \ , halo / ,•a, i tloo pob ! v ~ ~ \ ~ ~~a7niaa i ' ~ / ~ / t INB PRIOR 1 i0 CON U N®
se i e~ 1 TO 192:82 I / , i 1' . !CN P OF Tld~' P ~S S A MPLY w TN6
/ \ 1 r.: / a C e~ ~ \ !N ~ Inv Ins 1(76.68 / i - / \ ~ N , ° ~ " y ~ Inv Out - 186.5 ~ /r - l _ / \ NC STANDARD SPBCd l A AND
\ p ~ ~ 1 ~ ~ 5~0 / ~ I v 6 e / / I ~ / \ LF OF T4" C8y2 (DOUBLE BOX) ~ ~ ~ ~ \ ' (tom. Uld;"-,_ 0 • / / I ~ U ®1VCDOT ~UBDlVISIOAP ` A INI~IU CON UCf'lON
~ ~ ~ .......r.~ /RCP ®25% e 2~ ~ ~ - - - ~ iOC: 2030 e / ' Q ~ J\ Q(` ~ ~ ~ J ~ ~ WVOUF199.5/ / / r-~' ° SAM~StW~R AN UT - A7A7~.~R ~ I ~ l ®~ND POLICY ON , N VBwAY ACC
C DOUBLE BOXJ / I / ~ ~ 0 bt...-~ l N ) ar ss~ll ~ ~1NA N1®I~wAY~ F
\ roe:2e - - 4~ / / Gravel„ 4 ~ ~ 4„ terli~je A, _ / 0 a ®p ®192.67 I ~ ~ ~ !NV our:To . / / ~Surfec~e v our.• soo.Ba~C~ ~ ob i W `hest ~ \ / / / / / N ( rrP & Dose npm ? in - ~--192.87 Top = 192.1 ~ ~ ; z
/ s ~ ° / / / ~ ~ ~ . lN:T~.S i F ~ / In~ n 1 U6e41' Inv In =..185 82 l y° d D /NB AT TII~ ~1N F VBwAY PBR IT n ®,~1Be.~l~ Inv Oue = 1 5.57 A T10N !S SUBIOITTBD lF NOR AAIY BR - o
- - _ r / f RIM,20§.04 ~ A~sphafli \ ® ~ _ 186.3 ' e \ 1NV OUT,' 19 04 / IP18~ ®ut 7uE~ = 188.38. 1 U
/ _ - ~ e . ~ / l ~ Area \ \ ~ ~ SS .N~.. 1 VB~IB w1LL BB UI ~
~r G - - ~ , \ i r m roP ~ ~ - ®84 ~ ~ 1 ~ ( AN APP VB BANS OF BIIBRCBNC T/N UST D6 P VID ~ o } - ~ ~ .Inv - ~ 1 Fl DBPA 6NT ACC F C/ ROUGH TIdB ~ ~
- a m ~ / Mt~er ° rea , ~ Inv Out-= 1~ .38 ~
4Y@ .C. Nlal1__.: . o ' ~ ` ` ~ ~ 0 j I L eest r I I I ~ . ' 1262'P .705 N ---I - ` ones io s ~ SS~III g / ~ / \ ~ i ~ I I _ ~ To =~192e57 C~ .CONTACT THB ®l / BPA BNT FOR ~ z
_ _ ~ ~ P - _ ~ Maters p \ \ i t I l Inv 1A~= 186.97 ',5y \ ~ ~ SP l~'ICATIONS ON A KBY lP X w THB F1RB ~ x
- _ \ t ~ Flav Out - .186.95 1888.95 Eds . r ~ ~ ~ A A ITH OTHBR OPTIONS. ~ ~
/ I- - - - \ altos \ - \ _ \ _ \ ® i
SS'I~I1 ~ ~ s1TE DATA
Top ~~191 11 r ~ - PIN 162400 90-6944 ZONING: AR & IH!
~ ~ Inv /n = 18:'8 ~ I ~
~ ~ Craved / ~ ~ \ / ~ \ \ / / ~ ~ - _ _ - Surface \ I ~,'Al~ P®Bi ~ \ / Inv In = 18 . ~ / ~ DEED BOOK 7495, PAGE 283 x. R s TOTAL AREA 1N-TRACT = 25.22 ACRES \ Ieav~Ou~- K / l ~ TOTAL NUMBER OF LOrS = l ~
l ~ s ~ - - ~0 tic ~r~tt~gc~ / / / / / ~ ~ -
° i I ~ - - - - - \ / lN:zrr,3 \E etne~nt/a~ng / / / ~ ` \ \ \ ° L _
E/S - - - - _ ~ ~ ~ ~ ~
~ \ ~ 1MPERUlOUS 1N~ENTORY U~ ~ ® \ 1` y I / ~ ` ~ ROAD 42,.127 SF
0 er / ~ ~ I ~ ~ ~ PARKING 28,773 SF
~ / / / ~ ~t ~ t ~ublic Drains e ~ ~ \ ' 4et ' / l ~ - ~ g/ fi t, \ ~ / / / ~ ~ ~ ~ .°e \1 Easement ~ \ ! ~ 6'~ ' ®I ® ` ~ _ ~ ~ GRAVEL 106, 436 SF
y / / / ' / / 6~ ~ a Width Yaries~/ i _ \ 6p ~ / I STRUCTURES 11, 714 SF.
\ \ TOTAL 189,050 SF(17,2 ~ ~ W
/ / / ' ! `i ~ ~ 8' Chain , / - \ \ ~ ~
/ 1 / ~ / Link Fence o y ~ ~ - ' ~ - ~ I \ ~ ~ ~ ~ ~ O ~ ~ ` ~

e / - 1 ~ , ~
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- lchelel i° t@U , s to E ~ \ i A e ~ C. Nell ~ 1 N °
/ / ~ ~ D.`B. 1337 P 638. \ . ¢ ~ ~ \ \ ~ _ - D. B. 1252/Age 705 / / Tel, ~ g Il , p - - ~ / ~ Ped Tra`e One' \ \ P PB X10 BB S~RVB Y PUDLiC
_ i ~i ® ~ ATBR AMD PUDLIC SBw l ~ ~ - ~1 ~
/ ~
- / EIP L ~ ~ \ \ F / ~ 5 \ I i ~ \ 1 ROPB U SB l~ ~ -0a ~~~~~a~~'~ REVISIONS: ON~'D TO !-Y SUD. ~ ~ s~ u
/ ~ \ - / EXIStIng I A~LTE 4®mmej InIQe / / / ~6r8" TAPPtN SLEEVE \ ~ ~
- 4 ~ gemetery ~ Lase-Lot \ / ® A ~ x. .xX \ \ _ -
l E1P D. B. 10, P . 9~7 t / g qe ~ p \ ~ ~ t y ~
~ ` / 1 , B° ~ NOT . _ . !EIP ' p L ~d9 \ - - / 5 / ~ ~ A 10 x 70 Sight Triangle EFEREN~ES: o~R ~~TSa ®u~uw ' 7gle D B l~ o PAB UdSiIANDS~NOSTOR4rvViTESER~CH 07~0"7~09
~ / o ~ \ \ shall be reserved al all D ~ / t,~ \ ~ ri P ~ K ACB l SCALE:
~ / f ~ . ~ / \ ~ \ street intersections as • ~ i ~J~ Y,2 I \ shown hereon. R OI® PACC S
~ / / 3r ,i
E % ~ 4 \ / -PQ / ~ / / ~ / /
I / s - ~ / DRAWN BY.
/ / ~ ~ ~e- ~ ~ ~ / / v~ c~ / / / / ~ ° f .r- - ` NOTE: \ N MUS T J, D. H,
\ ~ / ; N~.,µ _ , - / / _ - ~ - onstrcaction lane cover ian cover sheet only.. ~ ~G~~~ 1L I TY C~N~`
/ / ~ / , Thls plat !sac p I / , , ~ ! - - - ~ ~ ~ _ ~ It does not conform to G.S.4~-30 as a
C Yld@r - EP / / j i 1 / / / i ` I 'tended for. sales or recor or®recordat~one~ ~ pR~T 0~~ 01 T26 09
1udYi . Nwrr~ , _ _ _ nd !s not In / _ ' D. ;8..1594 PgS 260 / D'i1e t0 the enerahzed nature of this e of this plat, the. ; vo~OJ (.C o / /
/ / / EIP ieI' / l ~ g
/ i , / / / ~ lotas shown ma or a not re resent represent actual lot ~ J ~ ~ Z ~ PROJECT N0,
\ % / ~ ~ ~ / / I r ~ la o t. Refer to recorded subdivision p division plats for. ~ w _
l ~ ; ' i / ~ I final of dimensions and acreages, / i 1 =ages, Q ZJ D
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78 84 RCP
, . ~ , ~ 99
. d, ~ . 72 RCP. • PSRM•INSTALL LEVEL AND < ; <
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PSRM SHAH BE SEEDED WITH VEGETATION Ai
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t' ~ . ~ e ~ - - - - - - - - - h''I .1~ N,4 TU ND I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I ICI I I=1 I I=1 I I=1 I I=1 11= ~ ~ e - - - - - - - - - - - - (l-f f i~l`1"~1~1 1~f~1=111 L.r.:_;... G~ `~N MUST CO As SHOWN 2~ -II I I II-III-I 11=1 11=1I I-I 11-1 I I III-I 11-1I I-I 11-1 I I_I -
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- - - - - - - - - - - - - - - - - - - - - LINER: CLASS 8 RIPRAP (D50=8) ~ ~ I I I ~l I =111=111 1 I I=1 I=1 I I I _ ~ - e _ - - W1iH TYPE 2 FILTER FABRIC I~III~III. III=~~~. Q o ~ ~ D of/z6/og iii-~~~ ~ t~si ~ ~
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CONSTRUCTION SEQUENCE. N TS Qo 0
EL. 202 EMERGENCY SPILLWAY o ~ a
DETENTION POND ELEV. ELEV. 201 EL. 201 ~ ~ ~
1. Insure the site is stabilized and confirm with the Enviromental
En ineer, DENR 791-4200: 9 ~ ,o 198 ELEV. 198.5 198 gg ~
ASPHALT PLANT POND PLANT LIST 2. Install detention ponds as shown on the approved plan. Clear 199 ~
Y ` B T ICAL NAME COMMON NAME SIZE ROOT UAN. REMARKS , - KE 0 AN Q only qs necessary to install these devices. Seed any disturbed 10 VEGETATED
areas outside of the and as a result to the instollation of the 10H' 10' VEGETATED SHELF ELEV. 1 10' VEGETATED SHELF 10H~N 10H~iV
IB Ilex labra ' Inlcbe 36 Ht. CONT. 12 p • • • • detention ponds.
MH Hibiscus moscheutos Marsh Hibiscus 18 -24 CONT. 19 Ali andiflora Gloss abelia 18"-24" CONT. 21 GA be a RETENTION DETAIL
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1. SITE MUST BE STABCIZED BEFORE INSTALLATION OF LEVEL
o r® a ® J SPREADERS SHALL TAKE PLACE. CONFIRM WI TH 'WAKE
® / COUNTY ENVIRONMENTAL ENGINEER. ~
2. VERIFY THAT EXISTING CONTOURS ARE PARALLEL TO LEVEL ~ Z
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e DOWNSTREAM OF LEVEL SPREADER ARE LESS THAN 6% AND ^ ~ THAT NO DRAWS ARE LOCATED WHERE LEl/EL .SPREADER WILL I-I U
i DISCHARGE. IF ANY OF ABODE NOTED CONDITIONS EXIS1;
C E l/EL SPREADER :MAY NEED TO BE RELOCATED. ' fx ~ x
v i 3. INSTALL LEVEL SPREADERS AS -SHOWN ON THE<APPROUED ~ G~ ~
L--- .PLANS CLEAR ONLY AS NECESSARY. SEED ANY DISTURBED O
AREAS IMMEDIATELY AFTER INSTALLATION, 1T 1S W(Z Z
L 1 RECOMMENDED THAT -SOD BE INSTALLED 'IN CHANNEL TO
l REDUCE EROSION ISSUES.: ~ Q ' ~ 4. 7NSURE THAT LEVEL SPREADER 1$ INSTALLED AT A GRADE NO ~ N
STEEPER THAN 0.05q TO ENSURE.UNIFORM FLOW Ol/ER LEVEL W N,'~
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REVISIONS:
L!P TO BE 3-6" ABOVE EXISTING - 07/0'7/09
LEVEL SPREADER ZIP A 3 LAYER OF #57 GR DE
STONE.. SCALE:
w ~~\O~y MUST AS SHOWN
- 3.00' ~~(1 L I T Y p~~
FLOW PA TN , RlPAR1AN BUFFER CHANNEL J~p ,Y,; . T~ ~ DRAWN BY:
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3' WIDE STRlP OF w ~ Z = DATE: a °z v 01/26/09
9.50 0.50 F1L TER FABRlC
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PROJECT N0.--
NOTE:
a -1- LEVEL SPREADER UP TO BE INSTALLED ~ Y~~TDIa!
.4 0 50' AT 0-0.059. GRADE LEVEL a .n. L ~
LEVEL SPREADER SECTION DETAIL C4,
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- / / ~ ' ~ \ ~ i~ / ~ \ \ ~ ~ REVISIONS:
_ _ _ _ - / EIP \ ` / / / t J \ \ Y - \ ~ P PR U
/ / , ~ L / EP ~ \ \ \ \ \ ~ DAlED t-R ,~U®
_ - - g I A~LT~ Comaa.® lac.. i / ® ~ \ ; i
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l EIP ~ g / yp 1 \ ~ / / EFERENCES:
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1 i / / \ i , ® / / ~ ;
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~ \ v~ 1 ~ 1 T Y pR~ ~0~ DATE:
i
~ - ~ / ~ ~ / EP / i ' j~~ . ~F 01 /26 /09 U~ ~
~ /J6i~vU C. !!area , / / / ~ - _ ~ ' ~ ~ `PROJECT N0.
~ D. ,B. 1594 Pg: 280 / / / / / _ / \ / / / / / E1P ~ ~ / / \ l ~ ~~Y Z-~ ~ w ~ _
/ / ~ ( e y,. / ~ / ~ Z E n ~ y
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CONTACr ONE-CALL CENTER
8
of 5