20100207 Ver 1_More Info Received_20100810

LETTER OF TRANSMITTAL
DEVELOPMENT CONSULTING SERVICES, INC. I O -
1401 Aversboro Road, Suite 206
Garner, North Carolina 27529 v
[phone] phone AUG 1 0 2010
[phone] fax
WETLANDs AN sTOORR Ep BRANCH
To: Joseph Gyamfi From: Dexter Howell
Company: NCDENR-DWQ Date: Monday, August 09, 2010
Address: Crabtree Sreet RE: Byrd Crossing

URGENT F? Reply ASAP F] Please Comment 0 Please Review F For Your Information
COPIES DATE NO. DESCRIPTION
5 04/29/09 Sets of plans
Comments:

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~ AU A r£ D ADY Adp' rn _y.
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/ / o I ~ I f 1 1 II PR lrad ~(~j - 220.0,5 %~'1r ®?y ( \ \ \ \ \ ~ ~ 1 1 1 l I` ~ A pD PLA PLY D q ~ ~ C DC D ~CA1Y A dN ~ ~ Q ,
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\ ! mI 1 ~ r l i P / THIS DRAWING: IS THE' PROPERTY OF
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_ ~ c ~ \o\ \ 1 1111 ~ 1 TOTAL AREA 1N TRACT = 13.82 ACRES ~ ~.,1 , 1111' 1 TOTAL.. NUMBER OF LOTS =_1 ~ P
1 f ~ I ! ~ o l I ° r J ~ 1 I i 1 I I I ® ` 1 l 1 F-~
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20 Publr~~, Ut~1~ty~EasemenE P w.: ( a \ ~ A ~ ~ ~ 3 I _ 1 Riparian-Buffer. shall be measured
- \ P. B, bt Pg. 318 I , / c/~, ~ ~ ~ z ~ I ~ 11 111 from top of bank, If no bank exists, DRAWN BY:
N. MUST. ~ ~ \ ~ \ I / J ~ ~ \ ~ \ ~ ~ ` ~ ~ ~ - ` ` 1 ~ ~ ~ 1 measurerrdent shall be from centerline 'J. D. H.'
G I L I T Y NF ~ / 1 ~ ~ ` ~ \ \ i ~ ~ \ ~ 1 11 of flow.
: ~ ~ 6.WNd I ~ ~ ~ 1 11 1 1 1 A 20 Permanent & Public drainage DATE: ~ f 1 I easement as measured. from the centerline 03 16 10
p p (~,1 ! v v / l T®p - 02,74 ~ < ~P _ _ \
- ~ ~ v I , ~ r- v v ~ ~ ~ / \ \ - ! J lriv lra - 1 5.27 \ ~ \ \ ~ v i 1 ' `'0 ~ 11 ~ ~ 1 of flow (IQ feet each side on all interior l l 0
~ ~ \ ! /5v f0ar~ - 195.22 ~ ~ - - \ r i ~ ~ ` 11 ~ I ~ drainage features) (20 feet ®nto stabject', PROJECT N0:
/ , T.,' ~ ~ `1 i 1 ~ I 11 property P'or all exterior drainage features)
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BE FORE Y IGI e e\ 1 l 7 \ 1 t l t J EACH SI TE HAS TO MEET STORMWA TER
CONTAC T ONE-CALL CENTER REQUIREMENTS BY JOHNSTON COUNTY OR NEUSE / RIVER RIPARIAN BUFFER RULES. THE RULES
THAT ARE MORE STRINGENT SHOULD BE USED TO
ACHIEVE DIFFUSE FLOW.
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I / { ` I / ~ BYPASS CHANNEL r'~ I I ~ ~ t~ I \ , \ \ \ ~ ~ \ \ \ \ \ P1N 163400-12-3096
-I / ~ I 1 1 I / / 1NV OUi:21377 , ~ ~ /E ~4 m I ~ \ ~ \ \ e ~ / \ ~ ZONING: AR & 7H1 \ \ \ , ~ i DEED'BOOK 3742, PAGE 0875 ~ 0
I I I I I I / ~ 1 / / DlSSIPA TOR PAD s a I ~ \ 1 ~ ~ ? .r"~ I. I ~ ~ 21'X431X18 i ~ I \ \ \ TOTAL AREA 1N TRACT = 13,82 ACRES. -
I / ( ~ , lrycEr ,fir. \ 1 I ( I ~ ~ / I / / /r ® !NV 1N:2f9.2 \ v2.re.2 \ \ TOTAL NUMBER OF LOTS = 1
I P 1,0~ 30 ~F OF 1 i RCPVC~ 1, 0~\ \ ~ \ \ r_, ~ -
i/ I I a ~ i 1 ar°~ar~ ~uffer° y~ t / I~ ~ A \ ~ ~ e ` ~ \ ~ \ F--i n
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iI ~ I 1 I ! I - 'r S41 \DR:~It~;~PIPF,~ ti s*SS~gq,89 . ?9,1 I ~ I / / / I , \ 1 ~ \ 1 s' r ~0 T`2~'. 0~6,„ ~''.oq I I 1 ® j ~ ~ 6 \ TOTAL 19,536 SF(3.24
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~ I / / ~ I \ \ ~ \ / \ rte` T '7 23 10 \ ` ~ r x x~ ~\\\~s ZO E 2 f~PAC o//
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~ ~ ~ I I _ e er y J ~ / i _ ~ \ 1 I - - ~ / LLC _ ~ , ~ ~R , ~ I ~ 6 , , ~ v\~ ~\\1 ® ~~~`~\`o~\ OPO~ED GRADES
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~ l r ~ 1 4 { I Ira , r o \ l . 44 _ _ ~ ~ l \ I ~ \ ~ EACH SITE HAS TO MEET STORMWATER 1,.--60,
t ? ~ ~ l 1 1 ~ ~ N { I 1 I I ~ I L A ~ ® \ \ REQUIREMENTS BY JOHNSTON COUNTY OR NEUSE
I I ! 1 ~ ® \ \ \ ` Rl DER RIPARIAN BUFFER RULES. THEN RULES 16 I) 9 I 1 1 ( r\\ THAT ARE MORE STRINGENT SHOULD BE USED TD DRAWN BY:
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/ :.BYPASS CNANNf F, y ®~d \ \ \
• f ~ \ rlvv our,•213 1 ~ ~ ~ \ \ w t\t W ~ W ~
DISSIPAJOR AAD ~ } 1 ® ~ ~ ,t o ~ ~ 1 \ I. PREPARE SOIL BEFORE INSTALUNO ROLLED EROSION CONTROL PRODUCTS (RECP's), INClU01NG ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. a ~ ~ NOTE: WHEN OSINC CELL-O-SEED DO NOT SEED PREPAREDAREA. CELL-O-SEED MUST BE INSTALLED WITHPAPER.SIDE DOWN.
2. BEGIN AT THE TOP OF THE CHANNEL DY ANCHORING THE RECP's W A-6" (15 CM) DEEP x. 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF RECP's O O ~ EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH: ANCHOR THE RECPs WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 OM) APART M THE ~ r~ u
~ , ~ c ~ \ yLE \ 80TTOM OF THE TRENCH. BACKFILL AND COMPPCT THE TRENCH AFTER STAPLING, APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12' (30 CM)'PORiION OF ~ Z w ~ RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) ` ' w
~ j ~ RCP ®1.0%\ \ ACROSS THE WIDTH OF THE RECP's. 3. ROLL. CENTER RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL w
RECP's MUST DE SECURELY FASTENED TO SOIL SURFACE BY PLACWC STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE - Q WHEN USMC THE DOT SYSTEM", STAPLESJSTAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. PLACE CONSECUTNE RECP's END OVER END (SHINGLE STYLE) WITH A 4" - 6° (10 CM'-15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLE5 STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER TO SECUflE RECP s:
5. FULL LENGTH EDGE OF RECP's At TOP OF SIDE SLOPES MUST 8E ANCHOREDWITH A ROWOf-STAPLES/STARES APPROXIMATELY. 12" (30 CM) APART IN A 6° (15.CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL ANO COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2" - 5' (5 CM -12.5 CM) (DEPENDING ON AECP's TYPE) AND STAPLED. 1. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SL6T IS RECOMMENDED AT 30 TO 40 FOOT (9 M - :12 M) INTERVALS. USE A DOUBLE ROW OF STAPLES ~t
„ , STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF iHE:CHANNEI. F:y
SCALE 1 =50 B. THE TERMINAL END OF THE RECP's MUST EE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART M A 6" (15 CM) DEEP X 6" (15 CM) tYy WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLMC. O
NOTE U " IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE'NECESSARY TO PROPERLY ANCHOR THE RECP's, ~
\ ~ \ o ~ \ \ \ \ \ ~ \
~ ` \ 0 ~ \ \ \ ~ \ \ \ \ ~ \ \ NOTE: ~i ~ A CRITICAL POINTS "HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
I,~ ® \ \ \ \ \ o \ ~ \ \ 1 B IF NECESSARY TO ALLOW STAPLES TO SECURE THE w(~ w r~ ~ C A. OVERLAPS AND SEAMS CRITICAL POINTS ALONG .THE CHANNEL SURFACE. I-~-I H 8. PROJECTED WATER LINE. - U
C. CHANNEL BOttOM/SIDE IN LOOSE 501E CONDITIONS, THE USE OF STAPLE nn SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (I5 cm) MAY O W ~ Z Q
,9 / / \ br \ \ \ \ ~ \ \ \ \ ~ \ BE NECESSARY TO PROPERLY ANCHOR THE RECP s. w O ~ ~ r~
\ \ o
~ ~ \ \ \ \ \ \ o Q Z Z ~
o ® ~ \ \ \ \ \ \ 'd l p \ 0 \ \ `a \ \ \ \ ~ Q O ~ ~
s ® \ ~ \ \ \ \ \ \ °0 , a ~I Q r~.l ~ ~
/ ` \ o \ \ \ \ ` \ \ \ \ 0 ~ ~ ~ A \ \ V ~ \ \ \ V ~ Xa~
CCNSTRUCTICN SEQUENCE O O a
~ ` \ ti \ \ \ \ ~ \ \ \ \ 1. Obtain a land-disturbing permit. Schedule o preconstruction conference
\ \ A \ \ A V A V A ~ with the Environmental Engineer, DENR 791-4200.
2. lnslall grovel cansiructian pod, temporary diversions, silF U
/ \ ~ "r \ \ \ ~ \ \ \ \ fencing sediment basins or other measures as shown on the approved plan. Clear only.. as necessary to install these
f' ~ \ \ ~ \ \ \ \ '0 \ \ \ devices: Seed temporary diversions, berms. and basins
immediately after construction,
3. Coll 791-4200 for on site inspection by Environmenfol
~ ~ \ \ \ \ \ \ 0 \ \ Inspector and obtain Certificate of Compliance.
\ \ 'y \ \ \ \ ~ \ \ 4. Begin clearing and grubbing. Devices need td be checked weekly
and after every rainfall event. ,
~ I \ ~ \ \ ` \ / \ ~ \ \ \ 5. Install storm sewer(if shown] and protect inlets with block
and gravel inlet controls, sediment traps or other approved measures as shown on the plan, Begin constructing building,. etc,
~ \ ~ \ \ \ \ 6. Stabilize site os areas ore brought up to finish grade with
\ ~ \ \ \ / \ \ ~ ~ \ ~ ~ \ \ vegetation, paving, ditch linings, etc: Seed and mulch denuded
, ` C=125 .v , r , _ .,y~ . v v oreos within thirty (15) days of completion of any phase of the project,.
\ \ \ \ \ \ 7. When construction is complete and all preas ore stabilized
MATTING - - ~ \ \ ~ \ \ 4 ~ h \ \ \ completely, toll 791-4200 for an inspection by the Environmental Engineer.
n \r A \ \ RUNOFFOFROM RDAD ~ ~ \ \ 7\7 8. If site is approved, remove temporary diversions, silt ~ H
YEO TO BvPASS - \ CONVE $iRUCTURE : l ~'•4 \ fencing, sediment basins; etc., and. seed out ar stabilize any resulting r~n
l ~ ~ ~ bore oreos. V 1 V 1 All remaining permanent erosion control devices (such as ~ T/1
0 ~ velocity dissipatorsj .should be .installed now, ` O V 1
i 9. When vegetation has become established, toll for final.sike ~ O
1 M F \ . UCTURE ~~n r, ~ ~ o ~ 1 inspection by Environmental Inspector, toll 791-4200. r ~
Obtain a Certificate of Completion. ~.J
~ b ~ ~ , w , x ,i
PROPOSED BM / ~ ~ ,STRUCTURE tb ~ ~ ~ ~ ~ t~-I
TOP=?fb.30 ~ ~ " \ ~ ® 1 N~
LE~E~ ~ ~ ~ , , ~ {-~--I
15 L.F, ~ < , ' . \ ~ ®1
~ r ~ 23.5 . ~ ~.t ~ ~ Location 010{cis} Siope Side ' Bottom Matting Channel Shear. ~ m
l ~ ~ V~ Slopes Width Type Depth Stess I-~-I
EBAY ~.r ~ ~ LT 6+50 to 7+40 0.25 2:5°/d 3:1 ' 1' Unreinforced 1' -0.6 RT 6+50 to 8+00 11,09 2.5% 3:1 1' C125 1' 2.25
. LT 9+50 to 12+00 3.57 6.5% 3:1 ' 1' C125 1' 2.25
RT 9+50 to 11+50 0.76 6.5% 3:1 1' Unreinforced 1' 2,2
1 1' Stream 117:28 1.0% 3:1 8' C350' 1.T : 6:4
~ ~ I,~r~>> ~ ~ 1 HEAD l HEADlNALL PER Bypass Channel 11.09 0.5% 3:1 ' T C125 1' 2.25'
BYPASS CHANNEL , ;rz,~ , ~ ~ ~ . IV CDO T S NCDOT STANDARDS
v/ M ,Ir, ~ s/ I~,r ~ \
l IVIA I l 1JV G, ~ M ~Irt~'rx ~'la ?;J ~ \ ' 91 i , 3 y ' ~ ~ 54 RCP 1 ~ \
r. , , , ~ ~ , ^a 42" RCP
` ' '.~a• 4 C. s . \ ` a, a` a •sg °,a .a sG _ `
ti ° g MA rrrNC rrPE " t l Q.
DISSIPA TOR PAD . ' ~ , 'p~ • • , , • :REVISIONS: , r' Mi . scoPE=~ARrES ~ 0'7/23/1.0
s 6 a ° at ® rf s.. 21 X43.2X~8 ~ i ~ e e i. a S 9 ' a • L . 3:1 MAX
„ l ~ ~ D50-13 ~ ~ t ..NATURAL .GROUND o, .:s •,•t 6'.~ •6r' c ~ r'
1 ~ e 1 ~ • ~ ~ _ _ a ' . r" .
° d 1,.. 1 ' d / o'
-III-III-I _ e I, ~ I ~ III=1 I I=11 hI I I=1 I ICI I ® ' , ~ 'a. = ~ I1-1I1-1 -1I1= TYPICAL CHANNEL SECTION < , ' _ _ SCALE, N. T.S.
I ~I I ~I I I®I I I=1I ICI I I®I I1-~1I hI scaLE:
s~~ ~ ti =1 I I=1 i I=1 I hI I I`1 I I=1 11- 11= ~ e . t - - - - ~ 1 I - _ - _ - ~ - - _ _ - _ _ _ I~-I-~ =1- _I 11-1 I I-~I I h I I®I 11=1 I I-1 I I as SHOWN
III-III-I I I_I i I_I I I_I I I-III- - - - ~ ; = - = - - - I I-III-III-III-I I hI =1 11=1 I hI I I-1 11=1 I ICI 11=1 11=1 f I®I 11=1
1 III III III III III III II ~ ~ ~ = ~ _ ®I I 1=III=III-III-1I1= III III III III III-III-III=III - - - - - DRAWN B
- _ e a ~I I I_I I I-I 11- I I_I 11-11I_ III. =1 I h _ Y.
~ ~ I - - 1 ~ J.D.H.
i RCP 9U~ RCP 9UR/E0 ONE F00 T G~ `oN Mus r ~o DATE:
. 1 ~
FOR AQ(. ~ ~ ~ FOR .AQUA TIC. LIFE PASSAGE v~ t~ i TY ,oRoFo~ 03/16/10;
O O p PROJECT NO. V ~ ~X I O
~l Cr m,
I 4 D I ~ D,~
r
n~z~ ~ d~~ ~-II- ~ ~nrr- r-
L)CALL I -2U 1 Y 1 V Y~F IEi V AJ ri n 11 111
CONTACT ONE-CALL CENTER
oF, ~

t oooo~~ CAR pft°4oop
/ OC~r• 220.54 / ` ~c ~ ~ \ \ ~ ~ \ O \ \ ~ / ~ / MATTING ~ \ \ \ \ ~ \ \ \ \ \ \ opo~, e°°ee~•ee ° of pp
~a i ~ ~ ~'O, ®O ~PRbP,05£D~iEUfL~\ ~ e \ 1g 5t00 60 ~S `r SPREADER N t3 L ~ \ \ \ ~ ~ 2 ' ~T~, A \46 LF OF. ~,A v, A ~ESSIp•.'~'
i / (154" RAP\\ \ \ ~ \ ~ \ \ SEAL
B/,6~ ; o sr i PROPOSED BYPASS ~ ~ ~ + \ \ d\ \ \ \ \ \ ~ 023728 ° ' / STRUCTyRE ~ ~ ? ~ ~0.5`0Jo \ \ \ \ \ ~f °
~ a , 22, Qti ~ \ \ \ \ \ \ \ i ~F, \ \ \ / (SEE DETAIL SHEE ~C-5) ~ ti ~ e.. ~ ~ ~ \ \ ~ \ \ , \ \ ° e t i a
PROPOSED t EVEL ~ ~ ~ \ \ ~G I N~'~i• SPREADER ~1 ~5 L.F, ® ~ 1 \ \ \ J \ \ \ ppp(~l• °eessee°' e{oo0
~9 ~ ~ \ ~ \ \ \ \ \ \ \ ii~ow~icu~wuu~'m~e~~a~ium~nmsim _ \ i TOL=213.5 ~ \ 1`< ~ ~ ~ ~ \ \ \ \ \ \ \ p00~f~ g'~'0000
.GUTTER ENDS. oo ~ ? v\ \ \ \ \ \ / 8x9' FOREBAY ~ ~ \ \ ~ \ \ \ \ \ \ 0 0
,l / / \ \ ~ ~,1 0 \ \ \ /
` \ \0\ `'e\ \ \ ~ / 8/PA55 CHANNEL ~ ( ® ~ ~ ~ ~d ~ \ \ \ \ ~ \ ~ C~ / C-125 MAFTtNG ~ i y` I I , \ \ \ ~ \ w
CB #2 / , 6 arnHc ` ~~O i~ \NAG~` 3 O'SlAP. 'E,~E \ ~ \ \ \ / roP: 224, zs ~ , ~ 1 ~ ~ \ \ \ / 1NV OUL•213.77 r' ~ ~ ~ ~ C'J
rNV ~N 220, 32 D SS ~ / ~ " ~ \ \ \ \ \ \ \ DISSlPATOR PAD. 7,~ ~ l ~ i- I ~ \ / ~ ~ ~ I
_!NV OUL220,22 / a~xsXr2 ' ` ~J'i \ e \ 'f2 LF of d°' D5o=6" ~ ~P~ , R~ ~ ro\ `4\ \ \ ~ \ \ ® / ed ® ~ 2 i k43 2'X18 ' ~ } I ' J \ ~i D50=13° t u~ . I ~ O ` 1 LET 0~ ~ w ~2
24, RCP ~-0.59' / ~p ~`~'`"V~ 1Sk \ ~ ~ 1 \
/f y ~9? ~ ' I ~ I ~ ~?s ~ 30 ~F OF x~„ ~ ~ ~ a ~ ~ ~ ~
~ \ 220 ` 1 ~ c-125 e - ~ \ \ \ / ® S / ~ MArnNC,-. - „ ~ \ \ 46eLF 0~ ~ \ \ ~ C ~ a ° \ I ~ RCP ~ i. Oq\ \ Z Z j ~y~ . ® , l \ ~ Q ~ q
PROPOSED BYPASS' ~ \e, ~ ~ \ \ \ l „20~ ER~E~lCY ~ 1 9 ~ F~ ~ I f - ~ ~ ~ a ~ w
/ / STRUCr RE i1 ~ ~0,5~ \ \ \ \ (SEE DETAIL SNfEr C-5) ~ , ` ;n, \ \ ®.2~ ,~v 8 xsE7 . ~yp~t~~I ~ ;7~~',~ ~ 1 G ~ I r a ~ U ~i-~~ \ pOC,,1 ~ IAI~TI~3 ~ ~'F ~il,l rx ® ~ I
`~,r t
/ P P ~ ° ~t \ \ 6 RO OSED LEVEL ~ ~ \ SPREADER ~l - 115 L.F. , ~ ~ \ \ \ \ ti i~ \ ~~O~f~p°~\/ o ?LLD ~c~ ' ~ C®NSTRUCTION v 0 ~ o
/ {OL=213,5 7 r r ~ ~ \ \ ~ F v v v v t ~ ~ ~It~~~PIP~~ 1 s°ps,A~'1~89 o,,,' ~ ~ EN®S z H ~ z ° \
/ / - 050=6" i, ® ~ \ ~ \ \ \ 1, ~ \ \
a,e a,9 a, CLEANtOUT N i d J ~ \ w ~ W
/ erPASS cr+AniNE~ ' , ® i FILTER STRIP CONSTRUCTION SEQUENCE l c-125 MnrriNC/ , ~ ~ ° a,6~ any ate' ~ ~ ~ 1 ~ I ~ r ® \ ~ O ~
" V ` ~ 1NV Ou . 2 3 1 1 HI P T AR A R A A! 1 F 6 F ~ / , ~ ~ t ~ C SEL COM AC ED E S AND SPED M N MUM 0 D ~ 5 I ,1 I PROPOSED BIO-RE~ENAON POND ( / ~ \ ~ ~ ~ ~ ® R ~~j ~ a v° ~C
DlSSIPArOR PAD ~~4 Y ~ rp ® ' t 21xs3.2X1$ e :O` x TOPSOIL. l c ra I1:V _ x r bah 9~9 l y~ w J ~ ~ 22x60'x!2(-80TT~M 218.5 / J J ~ k0 \ ~ "/?]i~` `~i w ,-a U' c )1SL ~ ~"~111 ~ A o ' ' 10' EMERggENGY ~SPtLLWAY ! ! l ~ ~ ~ ~ U IS'14 a
~ l D5D=13, , ~ ~ ~ pp " ~ ~ r 2. INSTALL BERMUDA SOD AND NAIL EVERY 6 TO 10 FEET WITH / ~ o ~ ~ ~ ~ yLE #
J ~ - LONG WOODEN SPIKES TO HELP PREVENT EROSION.. c~S~I22 eI1
3. NEWLY PLANTED VEGETATION WILL BE WATERED TWICE WEEKLY
1F NEEDED UNTIL THE GRASS BECOMES I I BI O- RE TEI~ TI Oil P OI~D - S! TE PL A i~ '
ESTABLISHED. (COMMONLY 6 WEEKS) r,
A 1= SC LE 50 cA~E ~"=50~
0
\ ~ ~
-4 A. ~ - ~
i c ~ ® \ \ \ \ \ \ \ d RPAD
I ~ \ \ \ \ ~ \ \ s ® \ \ \ \ \ \ .2X8 4
/ ® ~ \ 0 . \ \ \ 50=~.~ I ~ a z
\ ~ ,
1_ o ~ ~ ~ ,r i I I ~ ~ ~ z z ro
® ~ v / ~ ~ ~ ® \ I
2x2 ~ RIBA Y ~ , . _ i Q \ \ \
\ \ \ ~ Q : ® ® ® \
r D5~-6 \ \ \ ~ ~ \
\ / \ 9 °e ® ' \ \ \ \
\ \ / ® ~ \ \
' ~ /1/F / ® \ ~ \ \ \ ~
\ \ \ \ / 1 ! ~ + l ~ ~ I ~
\ \ F ® \ \ , , , ~ 0 i ~ \ \ ~
s l q ~ \ ~ 2'0 R ~J C ~
Nj i ~ i ®
P ~~IA yl~ ti I G
T \ ® ~ ~ \ r r ~ ~ ~

C; , ® \ J ~~LITY p F ~
~ 1 ~ b' `S/A ~ . 9 I' y
, ` 2 ~ ~ aso 's~ off, a , w
Dl~`S/PA TOR PADS ~ Z ; r„~ , , Y, \ 21g 5 ~ ' 6" P P E~' ° ~ o ~
~2x6x~2 r ti rr,~~ • ® v f ~r
~ ~ ~ 'v, f1 / / , 218 21g ?1g 5 ~ 1 ~ ~
® ~ 216,x, 21~~ ° , v ~ ~ `
o 1 r / \ ~ ~ ~
1 ~ ~ / ~ ~
~ ` ~ ~ ~ 1, / 1 I PROP05ED~ BIO-RETENT101V P~6UD ~ ~
~ ~ - ' ~ ~ / - / ~ / \ ALL PIPES ARE l0 BE ~ 1 ~ ~ 22x60x?2~ -BOTT~M 218.5 ~ i. it ~ Q
~ ~ \ 6' CORRlJGA TED PIPE ~ \ / I
o ~ C- 725 \ 1 ~ I - \ - ~ II / ~ i/ 10' EMER~'ENCY ~PI~L WA Y ~ ~ ~ ~ ~
/ _ i , , ~ - ~ MATTING , _ - o / \ ~
/ / RUNG OM 0 0 a Dr7CN TO ` / CONVEYED TO 8YPA55
~ / STRUCTURE i CROSS TEE ~ ~ ~ , ~ CLEAN OUT _
? ~ I I TI01~ P0~1D-P~AI~ DETAIL ~
OUTLET ~--FLOW ,
SCALE 1,;~2D, W
215.8-iNV. OUT AI A W

SCALE 7 =20 0
R RAIf~ U~1DE D
T REVISIONS: 4" CORRUGATED PLASTIC SLOTTED DRAIN PIPE
C~EA~J OU
LIP TO BE 3-6° T TAI UNDERDRAIN CONNEC ION DE L ABOVE ExlsTiNG „ El.. 220.5 EMERCEN~Y SPILLWAY
SPREADER ZIP E~EU. 22Q.5 LEVEL _ GRADE 3 LAYER OF #57 SCALE: NTS E~EV, 218.5 EL. 219.5
srGNE ~ . h'r` 3" ro s" ceas 3" TO 6" GRASS-HYBRID BERMUDA OR CENTIPEDE
LEVEL SPREADER CONSTRUCTION SEQUENCE F" FILL SOIL MEDIA 24" MINIMUM
3.00' r~~r MIR: 812% FINESD DEPTH SCALE; 3-57 ORGANIC MATTER
MESH FILTER FLOW .PATH RIPARIAN BUFFER CHANNEL 1. SITE MUST BF STABLIZED BEFORE INSTALLATION OF LEVEL FABRIC 4" WASHED SAND p MINIMUM .5% SLOPE` AS SHOWN
SPREADERS SHALL .TAKE PLACE. CONFIRM WITH WAKE
COUNTY ENVIRONMENTAL ENGINEER. DRAWN BY:
2 VERIFY THAT EXISTING CONTOURS ARE PARALLEL TO LEVEL 8" X57 WASHED STQNE J, D.H.'
SPREADER LOCATION SHOWN ON THE PLANS, SLOPES
3' WIDE STRIP OF DOWNSTREAM OF LEVEL SPREADER ARE LESS THAN 6~, AND 1:50 Q: 50 FILTER FABRIC THAT NO DRAWS ARE LOCATED WHERE LEVEL SPREADER WILL
a DISCHARGE. 1F ANY OF ABOVE NOTED CONDITIONS EXIS]; DATE.
LEVEL SPREADER MAY NEED TO BE RELOCATED: 03/16/10
3. INSTALL LEVEL SPREADERS AS SHOWN ON THE APPROVED NOTE:
PLANS. CLEAR ONLY AS NECESSARY, SEED ANY DISTURBED 'a` ~ ~ -T- LEVEL SPREADER L!P TO BE INSTALLED - I I TI0~1 P OI~D - SEC TLOi~ DETAIL PROJECT No.
4 ~ AT - ~ RA V AREAS IMMEDIATELY AFTER INSTALLATION. JT 1S a ~ 0.50 00.05AG DE (LE EL)
a RECOMMENDED THAT SOD BE INSTALLED 1N CHANNEL TO REDUCE EROSION ISSUES. N. T S.
4. INSURE THAT LEVEL SPREADER IS INSTALLED AT A GRADE NO

SILLNLK THAN U.U-')% lU LIVSUKL UWUKM hLUW UVLK LLVLL
SPREADER LIP; CONSTRUCTION SEQUENCE
RETENTION POND
NOTE: IF LEVEL SPREADER IS INSTALLED IN A FILL SLOPE, SOIL 1. Install retention ponds as shown on the approved plans. Clear
E VEL SPREADER SECTION DETAIL SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR TEST LEVELS PRIOR TO INSTALLATION AND SEEDING. only as necessary to install these devices.
2. Seed any disturbed areas inside and outside of the pond.
SCALE 1 "-I' aF ~

o~o~`t~ CAR~JJ°~oo°
r / ~ , G ? \PROL'OSEf1~LFVfI,\\\ ~ II \ ` \ \ ? DO 4 eeosoN•a 1r 0° ~y00 p~gSSlp••g
Sf~Q ~ ~ , Q ` Q SR(7fADER, ,y2 it t3 L I \ \ \ \ \ ? 1 ~ ~ \ ? VA \ V ~ ~ ~cj l ,J~'~ ~ 2<~2' FQRfBAY \ \ \ ~ \ \ \ e
VJ ~ `.6x0 , ® ~S 050-b'" ` \ \ \ \ \ \ o • SE p 0 728 ~ ~ ~ 1
p • V• q s o E~4a' ~
GIN
- ? \ \ C(1f~T4AlD / ; ? \ ~ \ ~~h b o~ 00o M, go 000
GUTTER ENDS o ~ ~ 6~ ' , ? \ \ \ \ \ \ \ \ \
MCP, ® 1; 0% -r ? \ \ \ \ ? \
/ / % ~ \NAG ~3 0 SrAR~6 E \ \ r, \ \ \ roR 224.29 / pp `i, e \ W c~ ~ U ~
/ DISSrPATOR PA \ \ \ \ ~ INV INr 220.32 R' / \ \ \ \ \ Z ~ ~ ~ ~
~ T.• 220.22 / Ns xtz,, ` , \ \ \ \ \ NV OU 'f2 LF OF' .P^ DSO=s / ! ~ a4 R` ~ \0\ \ \ ~ \ \
iNV our, z2 t~ \ \ \ \ \ \ \ ~ W ~ ~ ~ ~ ~w
G-•25 , ~N~ tai ~ b~ \ \ \ 220 ~ , - ~ "c-, \ \ / . ~ MATTING, / \ \ 46~° F 'QF~ ~ \ a~~z~ z- ~ v
? / PROPOSED BYPASS . ~ 5 \ •d\ \ z~Q°~
o \ \ ~ \ (SEE DETAIL SHEET C-5) ~ ` ~ ~ \ \
~ ~ p P E ~ r, ~ r "t \ \ zo ~`or~E~
RO OSfD LEY L / ~ \ 6 ~ ~t ~I, ? SPREADER, yi f i5 L.F. \ ~ t ~ \ \ \ \ \ \ i ~C 2135 ~ ,E, \ ~ 1 \ \ \ \ \ U o ~ ~
i / 8Sr9' FOREBAY ® i \ \ \ \ \ ~ ~ o ~
i / / D50=b" ~ ~ l ~ ~ \ z f~ Z w a~
BYPASS cHANNfL Tf , ,.v , I ? 6'd ~ \ F1L TER STRIP. CONSTRUCTION SEQUENCE
/ ~ C-f15 MATTING/ \ , ~ ®r w:~dw~
l r i v our.~2~3,w 1 1 ~ ~ ° ~ ~
DrssrF;arotz PAO ~ ~ 1 7• CHISEL COMPACTED AREAS AND SPREAD A MINIMUM OF 6 OF ~ k- -0 - W
/ ~ D50=T3" ( ,~r` ` ~ ~ ~a { ~ TOPSOIL. { ? 1 \ ~ LEr 2. INSTALL BERMUDA SOD AND NAIL EVERY 6 TO 10 FEET WITH
~ ~ I ® ry rNV iN• k ~ \ ~ LONG WOODEN SPIKES TO HELP PREVENT EROSION.. H
3. NEWLY PLANTED VEGETATION WILL BE WATERED TWICE WEEKL Y
1F NEEDED UNTIL THE GRASS BECOMES
ESTABLISHED. (COMMONLY 6 WEEKS) ff J
SCALE 7 = 50 ' W
O
~ N
/ ~ ?
~ Z W W N
IP T R PAD/ ~ ~ , DI ~S A 0 ~ \ / - / • ~ \ \ a ~ ~ U ~
\ ~ \ 2x6x12 ~ ~ \ / O a z o
_ ~ ~ D50- 6 W O ~ ~
G ~s, W ~ z ~ ~
Q W z ~
i / ~ / ~ Q o A. I
l , W Q
? / / ? ,j
/ / ~ > ~ ~ a
i 'y
/ ~ C-125 \ , _ \ f ~ T
r / MA T liNG , ~ ; .yr RUNOFF. FROM ROAD ® s
` E , Dl TCH TO - ~ ~
/ RUNOFF FROM ROAD ~ / arcrr ra F~ n; f~ CONI/EYED TO BYPASS
~ CONVEYED TO BtPA55 / / / STRUCTURE ~ O r • } STRUCTURE
/ ~ r r
PROPOSED BYPASS / r o.
p,
r,
/ SEE DETAIL SHEET ,C-S gin- ~ ~ . r ; f
/ ~ ~ ~ - / PROPOSED 81P ( ~
~ ! STRUCTURE ~ ~ ~ TOP=216.38 r / ~ ~ f~a . 1 f~ ~
PR POSED LE~E~ ~ , ` ~ 1, , ~i~~ 4d T ~
~ ~ , SPREADER 1 115 L•F• ._,~L1; ~ r -
, ..y , . ; ~ - s / J` ,n/ -9~ v, 1`OL-213.5 n~~ ~
/ 1 ~ 1 ~ i jig/ ~ ` . ~
/ ' S~x9 FOREBA Y ~ ~ . , . i r
/ ~ s,~Jy~' , , / ~ , s ,f
/ ,r fi .Irk MUS , 1 ~~y, k ~ oN r
1 l} ~ ~1 1 L I T Y N~ PROPOSED BYPASS Q ~
STRUCTURE ~ ~
/ ~ BYPASS CHANNEL \ ~ ~ ,x o _ c~ ~ TOP= 216.30 l , W Q
/ ~ C-125 MATTING ~ r ,x~~,,~~~, , r:~ ~ ~ ~
~ ~ o Z R~ ~
ti ; Z t ~ ,1,
~ Q
DISSIPA TOR PAD ~ ,:~•a ~1 ~
BYPASS S~RUC~URE PLAN' DETAIL "
21X43,2X18 ~ ~ ~ r ~ 1 ~r SCALE: ? 10' W
D50=13 'C ; I 1 .0
} , ~
i ~ f ~
l
IL
„ , -CAE 1 S L 20
TRASH.RACK
3'x1' ORIFICE
REVISIONS:
8" PVC (T0 LEVEL SPREADER)
.LIP. TO BE 3-6" INV. OUT=213.30
ABOVE EXISTING ` LEVEL- SPREADER LIP... 3 LAYER OF #57 4" HIGH WEIR
GRADE STONE 3.5' TENGTH 24" RCP (TO SWALE)
INV. OUT=213,30
LEVEL SPREADER CONSTRUCTION SEQUENCE 3. DO'
FLOW PATH CHANNEL RIPARIAN BUFFER 7. SITE MUST BE STABLIZED BEFORE INSTALLATION OF LEVEL 4'x4' BYPASS STRUCTURE SCALE:
SPREADERS SHALL TAKE PLACE. CONFIRM WITH WAKE NTS AS'"SHOWN
COUNTY ENVIRONMENTAL ENGINEER,
2. VERIFY THAT EXISTING CONTOURS ARE PARALLEL TO LEVEL ,115 FT. LEVEL SPREADER DRAWN BY;
SPREADER LOCATION SHOWN ON THE PLANS, SLOPES TOP OF LEVEL SPREADER=213,50 d. D: H.
3' WIDE STRIP OF DOWNSTREAM OF LEVEL SPREADER ARE LESS THAN 6~ AND 1.50. 0.50 8'x9'x18" PAD
FILTER FABRIC THAT NO DRAWS ARE LOCATED WHERE LEVEL SPREADER WILL DISCHARGE /F ANY OF A80VE NOTED COND1TlONS EXIST, D5o=6' DATE:
v LEVEL SPREADER MAY NEED TO BE RELOCATED: ...INV.,. OUT=213.20 03/16/10
T • 3. INSTALL LEVEL SPREADERS AS SHOWN ON THE APPROVED . NO E. CONCRETE WINGWALL ,x-10 L. F: QF 8'' PVC
.a. ' ~ LEVEL SPREADER LIP TO BE INSTALLED PLANS. CLEAR ONLY AS NECESSARY. SEED ANY DISTURBED PROJECT... NO.
AREAS IMMEDIATELY AFTER INSTALLATION, lT IS d a ; 0.50 AT 0-0.05 GRADE (LEVEL) 3'x1' ORIFICE x-24" _RCP TO C-125
RECOMMENDED THAT SOD BE INSTALLED IN CHANNEL TO '4' 1 REDUCE EROSION ISSUES, INV. IN=213.40 MATTED SWALE
r; 50', ~ 4. INSURE THAT LEVEL SPREADER IS INSTALLED AT A GRADE ND INV;' OUT=213:10
STEEPER THAN 0.057 TO ENSURE UNIFORM FLOW OVER LEVEL 4" HIGH WEIR- xlr ovn SHEET
SPREADER LIP. 3.5' LENGTH
BYPASS STRUCTURE
NOTE: IF LEVEL SPREADER IS INSTALLED IN A FILL SLOPE, SOIL PLAN VIEW (N.T.S:)
SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR TEST
LEVELS PRIOR TO INSTALLATION AND SEEDING.
SCALE 1 -1 OF

Construction 'Plan For
Curve No. 1 Da to Phase Three
= 40°09'41"
Radius = 500.00' ~ ' Tan en t - 182.78' R/yy ~ g S 3 T.~s
.Arc Len th = 350.47' Disk ~ g
She herd Earl B rd p ~ o Pleasant; Gr®ve T®wnship Johnston Caunty NC
Curve No. 2 Da to D. B. 1069 Pg. 743 ~ - 18°05'08" ~
Radius = >".310.00' Inv Out - 216.53 9, g,~~ S Co a ~S
ent _ -49.34'. W -Tang Arc Len th = 350.47' Fence
g ~a~A 35' Back to Back 60' Right-of-way
Pra ert Line \ o I~ Revisedo 10-08-09 Scale: 1 " _ 50' Date: 03-26-09
P Y Be in Construction \ A
Sta. 4+27.81 w Inv Out = 215.77 ®~'a,~t` \ 0 50 '.100
w _ w R w R/W
~ ~ ~ 7+ Disk Coates 2003 Trust w ~ 6+00 ~ 0 ~ Disk GRAPHIC SCALE
D. B. 2613 Pg. 44 ~ ~ o ~ ~ \ PREPARED BY
(Tract Four) e~ c4 ~ - 8'`o0 SS1tiiH #3 pp _ °
Sta. 3+88.35 Rt 5.00' w 5k _ ~ ,SIVI ASSDCIATES'
~`I:% construction. ~ PROFESS"IDNAL LAND SURVEYOR, P.A. C-0831
w -~0 9 Limits
kp CZ 4 ~ x00 w 98 Depot Street; P.O. 'Box 730, Angier, N. C, 27501
0
w ~ IdW #1 ~W #1 . fl [phone] (919) 639=2602'•,: (FAX)
\ ~I ~ ~
skpp ss co ~ ~ w d ~°0 ~ ~ v ~
ro ~ W x ti~
1 ~ Ss o~ w 0 N ti ~ 0 11x°D
kpo ~ ~ 2 a
P. B. 7z P .329 ~ Install 21'W x 43.2'L x 18"D g ~ e~ ~ ~ W R~~
C1 a9S l,1 9D Ri -Ra P ~ She herd Earl B rd P P w P Y \ Disk \ ~~'x \
D. B. 1069 Pg. 743 D1SS11)atOr (duo = 13 p0
` 1 xo' ss ' ~ Construction
4~ SSiIIH #2 C L Intersection 1 Sta. 2+00.66 Rt 4.47' ~ Ends
N e- N~ Install Silt Fence Sta.. 0+00 ss (See Detail Sheet) ce At)
o~
~ 20 Public Utility ~ Easement 100' R1parlan Buffer t' Temporary Construction
Coates 2003 Trust 50' Each side Easement
~ D. B. 2613 Pg. 44 See Detail s
55 (Tract Four) s Fsx. SSMH
ss Rim = 224.70 Geroge E. Coates \ D. B. 665-399
Ayer t0 Ind In(ff) = 217.78 ~ ~ ~ ~ 6 tlry W q-9 y6pyf ~ g ~ ~ ~ ~
isitngs5~e d Nero Inv In(N) = 220.05 i ~ Ex bandone Inv Out = 217.85
be A ss
;SSMH 1 Do house 1 # ~ ~~p p
R1m = 251.86 _ ss
1 Temporary Gravel Bc Rip Rap ~ v q~~2~ ~Q
Sediment Trap Basins ~f~~~~~;
Install Basins as designed (See Detail Sheet) ~~~~~~,"SB~,~~~~Me~Q~~$~~~' and clean when 50% full of sediment ~~~~~Qag&(~~~®~~~
McGee Pro erties' LLC P
D. B. 1492; Pg; 170 SSMH P. B. 61, Pg. 308 Rim = 250.01
Inv In = 237.89
Inv Out = 237.65 DEVELO~VIEIVT CO1~S~LTING SERVICES, INC.
1401 AVE~SEO EOAD, ` SMITE 206
GARNER, 1VC 27529
(919) 32 9- 0 0 51 ffi c e
o ~ -
-
25 - 0 , as y. 250
~ ~ _ - - - - -
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_ _ ~ _ 240
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- -
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- ~ o . ~ - - ~ w 9
- - . - , . 230
0
230 _ -
- - - - -
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_ - Eris '
w a - .

~
- ~ - ~ - 220
220 ; - ~a'~;-~' - \

~ - ~
- - - - - -
,
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210
- - - - 210
-
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0 0 0 ~ o
-All
8+00 9+00 10+00 11+00 12+00 408
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
\DATA\LJi 1 Sheet CPLAN-5.dwg