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A PHASE ~ 2 DAT SATE DATA ~ oVER~LL DEVEL~E~lT PAR~w•~~~ ' c®su~T~~
ACRES ` ~oN~97~ 2®06 Tobermorp Lane Raleigh, Nc 6~soa
TOTAL ACR E 1N H E 1 Fh, (919) 818-Of®0 Fax, (929) X19-9331
• a 10~ ACRES T AL ACR E~ P E a F~, ~,f ASE C4UN P9N 1 RE~® c~~~9~~74~ i 0 _
T®TAL NATI®N OF VT~FR Q~Q ~~~99® ~Q X24

T F ? WITHIN>SU Ike 6e4~ ACRES TOTAL RICH... , a
Ara. wz `<:•,•rs ~'o~NSH~~ CH®L~~ SPAN $~c~~~~ ;1
COUNTY' l~STAT ~ ~E Co~1NTY 9 C ~ ~~"e ~ ; , ~f~~ 4
T T LENGTH 9....
LeFe _1 E E AREA ~N OE ~ TRACT `~~o~~ A~R~S ~ ~ ~ < ~ i
d 711 Lee ` 3 S E QTO ~E ~~~US~~~V~®E®~ALON AVET~FEP~,P.'~ F~ ~
a 1 Lade • , ~ AREA ~N T°RA~T S. ®F AVENTmFERR~ X9,9 ACRES ~ {3
E E ~ 2~ 9 ~ 10 X70 L,F',
SIDEWALK LENOT~~ 9 TOTAL o~EN SPACE REQUIRED (1~~/~~ ~,9~ ACRE
~ ~ ~ To°~AL ®EN SPACE P~VIDE® ~~a~~ ACS (~~~~°C®}
ijrt~ . ~ s ~ ~~56~ L:F; w ,;i NOT I~~~U~I~ RE~o S~ 4~E AD®L. ~;7~ AC
1 ~ PUELIOSE TOT- 9 ~
3~ LaFn 12 C CITY ~E D ~,®PED RAC. SPACE REQUIRED ~a~ AGES ; ~T
i ~ ~ Ln~a ~ O UIT'~ SE R 3636..... ® P REC. SPADE PoVID~ ~ e~~ ACRES ; ~~n~NS
;
6 CE ~N ;1 X24 Ltl°e 8 _i
SEWER DEM D 21,42 ~ PRELIINAR~ PINS APPVE®SY COUNCIL ~~~11~~ ' ! No. DAPE DDSC1ttPTtoN ' 810 STfJRMI~APDR PONDS
' 7%16 D%Q ER03ION~PIPES ~RELII~AY PION AEQENT APPROUEa I~ ~ j~~I'~DIO
AT 2~~ nPa®a PER ~ , ~
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WATERLINE 3216 ~rFt
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FIRE HY TS 11 TAL PR~aC~~Ea ~N~ ~~~A`~4~ISNCT A ACT UNDO EA
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i 1 ae oms m s~~ q t - ~0 ~E • TES S~® ~E COCR~~dA'~ ~ COCR~~dATED
~ SNITS PROPOSED HGESITE~ , TPb, PV~R ~~ID
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~ • L T 20 g6 SaF: 1 ~o~° ~ ~~o M O e_ ~ _ \ 5. ~3~ OPT SFACE
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LOTS \ ..'.OPEN .SPACE. LOTS 6 ~
EC TLONAL SPACE ~ ~ 2 LOTS,
\ ~ ~R6JECT ~NFORAT~QN
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19M 6 Y I®TFI ALLO~I 9®LE 6~ LeF. q PER ENS ®ETNT9® POND SECIONS CDa~E To CD~3~
MIN ~ ..f ^a~~?~~ ~ r ~1• ` srrar. ~i c1~'••s p. IM M DEPTH ALLOW ~E ~~1 aF, = ~ d+~ y OJ~Y R ~ .'t ~ _ *a f,JO' 7Ary 419¢'' Ai7d' 4tp".
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FINS D WING a NOT
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, _ _ , , D.B. 1928, PG. 569
• LAND ' USE• S F. HOME GRAPHIC SCALE ~ ~ J; ~~n
100 0 50 .100 X00 ¢pp ~ ~gp~'~~'op p~ ~Ip2a~~ v-, _ ~ ~ _ ~ ~ I 2805 Tobermorp .:Lane
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\ \ ~ 2O' ON EITHER SIDE OF THE STREAM BAN ~ ~ ' i .Raleigh, NC 27808 Ph. (919) 618-0180 Fax. [phone]
~ \ ( IN FEET) _ •
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F~ , \ ~ ~ ~ ~s COMPANY, LLC B.M. 2 06, PG. 362 ~s . 362 ~
\ \ ~FyF~~ ` \ S P~ 374 F. \ ~ D•B. _874 , ~ LAND S . SUBDI SION .F. HOMES , , ~ ' .F. HOMES) I
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~ ~ 223 . T r~' r : ~ ~ •d :':16461 SF ~ 1\ : \ 2 ~
~ ~ , ~ NET: 13028 SF r Ott ' s7 \ \ ~9a NO. DATE r DESCRIPTION ------tolvc BorroM
r ~ \ o , IN FFE=319. 2°, • : : \ t.r~ ~ ; 2.22... / p~ . \ TRAIL ~ 4/30 S.S. ,ESMT. PAST .PUMP STA.
~ I .224 ~ , . \ I ~ 16983 SF ~ , ~ , ~ ~~r~ a a v'; ~ (51' PUBLIC R/W~
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' t~~~r / UIN FFE=32,.5 ~ ;l \ 12' WIDE CONTROL CORNER E/P ~ ~
, 50.00, ~ , , ; a° Aec oR (L~ne Bends Here \ 2 , , r i~.,A, `"-'-tig:5'----~ \ "~'i ~ TO PUMP STATION ~ r r , r .3z5a' `c : . WITHIN ao EsMr PUMP STA110N 2 3 II
r~ °1 r,,~' ~ ~ ~ ~ A r~ r , , < 'r:._ ' `PEN , c ~ . . \ sEE ENLARGEMENT cD 6 AREA DEEDED TO , r ; ~ ~ 221 ~ ° ^ ~ : • . HOLLY SPRINGS \ 3 .2' 11E TO EX. BOC N1TH a~ 0 E N 4 5
r $ ~ , ; ~ .:.225 ' a 47529 SF OPE ACE TAPER FUTURE WIDENING 1 ~ ~ r, r; ,r 10532 sF SPA ` E 2A , ~ \ S iENING _ 6 SP CE 1 A ~
~ r ~ MIN FFE=323.0 10532 SF ~ ~ . O.S.R,B.O. c s , t , ~ ~ MIN FFE=32 .o ' 208,06~f. SF ~ A®\ ~ ESERVED y_ f',-%~ Ae , r / r ( ; a ~ ° Ft at , 1 DE 74 » 1566 S ~ J G,~ 1 ,194 SF
r. ~ r. \ 8 A8 DRIVE 55 , w 167.8' ~ j$1=-f3~Ef~ ~q ~ ,r ~ PUMP STATION ® ° A ~ y'~ ° 'r . . \ 072 .x.4503 rP 9°G ~18 Ex ~ ~ ,r I , ~ I AEA DEEDED To ® Pu STATI 5 23 ~ ~ I ~a Ex ~~~___Y.B~Z.4.~' 33,98'
, r , ~ I ' WI ESMT W1T G 9 _ 'WroETts:T4 r , , r, l;l'~ sa.e LY SPRINGS U I 104 ti~°y 2 LaNE ,r 2 LANE WIDEN 117 3700 ~L~~~ 1,WIOTH CL TO 80C N O5C~~1'. -~3~;, B©~¢''
, ~ , , , ~ ? ° 0 1 42529 SF ~ . . - ; . s .oo' 11248 SF ''o, ~,~9~P . r r ' , r, ,o o .226 0 , \ ~ asF r r r ' ' , -10010 SF ~ I . 1 ~ o I I rs4 ~ ~ . ,7,. G wIoEN to .WIDEN TO 18:Q0 ~4Q ~ jr ~ ~ ~ I,
r r I I l =3za•o, 10010 SF ~ a > . ~r~~~ . • s ..R. A, , \\oo' ; ~ ~ cl-NEWE r CL-NEW EOP r~;rAL i'
r r~~ t , i ~ I ~ I ~ ~ i~ '2 , ~ 20.00' RO r r , r ~ ~ \ \ /103 , ~ r ~ ~ ~ ~ ~ 105 / :1 1 ~ ~0~-~~'~-' I 230 ~ ~ FO RIDGE ~ i , 10097 SF '°•30.00' EX. ~I' o Q ~~~~~E I ,o
r 21 9 . \ 11921 SF ~ \ t . , l , ~r a - a o o 12 2 J ~ 47 SF VER TREAM / o ~ ~ ~ - r~ -7 ~ ~ 0 150 ® n,a.. _ r - , r ; ' ~ I! 10010 SF I o 0 22 / o \ ~ P k~ i M~ FFE-328.0 \ •o. , ~ \ ~ DE~/EL.OP~1E~~ i~' PoiNr 'e"
r r A~ r , ~ , o,,_ , - ~ o X13330 S NET, aaeas sF ~ ~ ~ A , r r ~ ~'r; r ; r': MIN FF 10010 SF ~ MIN FFE=323. t \ ~ ~ ' ~ \ 2' / SHADED LOT TO BE SUBptV(DEg ANp ' /PS
I ~ \ ~ \ / .-~rrr ~ l r,, ~ r-------------, ~ s ~ ~ 0 6 \ 10083 SF.I s NOT INCLUDED WITH THIS'$tIBUI~ISIOrv PLA~i;I ,y' i ~r
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a a - "-----P ~ r~ _ _ 118.0 9 825.00' I , ~ ~ . /n!' ch ~ i 4 7r' -a ~`7 - - ~ ~ 25.00' a' 1 1 1 1001 G /'V 0 ~ \ r ~G`:, r; a y..~•,.-3 , uu 118.0' .830.0 ~ \ ; 0 / 0. SA ,r,-r.l~l ,`~Ll / , ~ ' ,-'i ~z~r--- ~ I ~ I ~ ~ ~ MIt~FFE=329.Ob~ .9. i Ctt '
/;i,, I;r,~ a ~ \ ~ 825• R25, ew°w w ~ i ~ >:FUTUB~ 5AIlO' i ,~~'p`c r
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r ~ ~ ~ \ \ MIN FFE=325.0 ~ F Lq ~ ) ~ ~ v , 235 ~ r~, / v ~j ~ if ~ , W 7 ~ 234 3 18608 SF e r n, ° P i r ~ /r, ~ ~ _ - 4 23 G~~ r ~ ~ ~ <~i1~ 1 SF
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, ~ ~ 1 ' I 214 ~ o 238 ~ 39. I ~ v ~ • - ' ~ ~ , _ s ~ ~ _ 333.0 1 976 ~ 1 240 241 ~ o a 248 ~ ~ ~ X112 , D 27• ~d~~ ~F ~ 10010 SF o ~ ~ 56,35 ~ / r o 6 ` X116
- - ~+.1 ~ \ . , 10153'SF o i 12110 S w 12110 S ~ yr ~ ~ r~~, , y , s ~ t: 10000 sF d ~ ~ 12110 SI= ~ 2110 S' ~ 11179 SF ~ n NET: 55444 sF'`~ ~ ~ ~ \ ~ ~ 10903 SF ° ~ ,It y.. " \ \ ~0 27 / 13148 SF/ EPK\ ~ ~ ~ r4' \ ~ ~
' ' , ,o~ rcosl ~l ~ f-"rJ~~ . , A,~ , rt ,~A ~ i ~ j I I d , \ ~ ~ c , ~ . , r `---1-so:D~---~~ ~ \ MIN FFE \ ; r \ MIN FFE=329.0 ~ . . -334.0 \ T I~ i',y( i , ~ ~ > i - ~ ~ ~ I ~ DEVELOPMENT PLAN , ~2 ~ ~lr s ~ v
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- ---may / 14704 SF i \ ~ ~ GeL ` MIN FFE ~&V ~ <c I •~;5 f .I 1 z m RE _ RA PS a ,r 'h 0 -336.0 i r f ~ ~ h n'- - t i : ~ ~ 2 ~ ~ _ } _ , ; . , 5 ~ MIN FFE=336.0 l~ ~ t9' , y, . ,
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~ 70.0 ~ ~ ~ ~ ~ .0 , i 70.0 70.0' ----ZO. 3 • , ~ J 1 S ,S 25~n' • OF THE STREAM BANK EDGE i i 70.0' i 'la ~ 740' 151URgE6'pF,R ETER ~ •0 , o Q ~ ,`a ~ ~ TEXANNA PAUL , ® E
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= 350.5 NOTE THAT EMERGENC \ , r LKING TRAILS/PICNIC AREAS \ ~ ~ , ~ ~ , 0 , \ \ LAND USE. S F. HOME \ \
I SPILLWAY IS LOCATED \ r p ~ , ~ ,r 98,639 SF i y+OgA ` =ALONG LOT 211 EASTERN \ , o ~ 1 I~ \ ° ~ \
1 PROPERtt/BOUNDARY LINE ~ ' i ^ ~ , % h P9 '~F ~ ~ r h 1123 .~o ~ R.
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1 J. LEE HOLLEMAN, JR. OPEN c~ti .,;,o. 120o sF ~ ` 5
Q ~ ; D.B. ::6585, PG. 847 SPACE 1 E / ' ~ % ~ ~ o`, 1 fist sF t° • 1. AY T0~ 1NACOII I V~1 ~ LI 9 ~ ~ YRTH THE A
~ 1 ~ ^ w 5 Q I , LAND USE.• FLORICUL TURF FARM ~ ~ ~ E-352.D ~ 1 ~ 30 PERIMETER BUFFER , ~ 131 0 - , 2 LOCATION ~ EE ~ ROADWAYB WILL
` ~ 16,527 SF , ' 1200 SF ^o ~ \ ' BYTI~ TO9JM~ATE FUCTS, ~ 3. U T0~ yTO~~UIREP~
r ~ , . / ~d, i. y?,, , ^ 1.00` o' ° o ~ ^ 126 w \ BE RE4!!6~ TO BE IJOHTED BY PR~RE88 E~ROYRND BHAI,<, INSTAII.~ YO ~&RST C.O, ' i
o9yGm , ~ , 130 0 465 SF ~ \ 4,AU. UNE3~18TBEU iD. 6.~ P NO BEAU ~JO1°ESIDECFN~STIdEEI'8QNO.Y.
n i 1200 SF _ ' 6. AU. CON TO TOtYi ~ HO!,€,Y BI~IN~S ANDIOR
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ES -_.,14063 SF o, M , - ~ ~ 12 ~ ' ~ ~ ~ 1~ FOR LTI~3 FR(~I9 HIS R LO'GATaR
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, MABE INC.
STREET TYPE TRAFFICLANESPARKINGLANESSTREET WIDTH R/W.:WIDTH RADII SIDEWALKS-LOCRTI~N ~ ' 96. DS EEDEIINFATEDBYTENoIR~tP4EN1fAl. TAB'.
LARRY P. BRYANT ET UX ~ ~ , ~ ~ - ~ r 5` Sidewnik E,oth sl esA,ll _ Redden IQl ~ ~ Local Stree 2 @ 9.5 1 ~ 7,0 27 B B - _ 51 20 D.B. t136o, Pc. lr7o 342.01 ' D.B. 96. ZINC u ~ lRED ~~iTO ~ ~I Ti~gB ' ' ! D.B. 1299, 99.ALL ~au~TTO sr~ THE ~ I ~ ENE R9,Jf~
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Collector S reet2 @ 14;0 1 @ 7, 0' 35' B-B 60' 20' 5! Side atk both sk Ins t, A a s t St B D.B. 533, PG. 366 (Back Ref) C'ARY I(1 4 arM= J, EFFECTIVE DATE MAYZ 2NOWITH O BY CONSULTING, DA MARCH 3,20M.
7 Tree L Mtersectio LAND' USE: AGRICULTURAL FARM NOTE THAT THE~OFE%18~ FFLOOD STUDY 0A STUDY ISAT HEAT THE END SAMIE DOV U~~END ~TWE CULVERT UMD
Collector S reet3 @ 12,01 1 @ 7 0 41 B -B 65 20 5,sldewalk both !sl esSt. A from St, B STREET AND 20. W Al.IS NEEDED F TO FOOTBRIDGE CONUCdIaN ACROSS Pr OTHF FINAL DRAWING a NOT
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r r 'l, 1 ; QP E ~1 \ / \ ~ , '1 T~HS,SIG,NAGE ~ ~ I , , o ~ h, ~ 2 ~ ~ ~ o \ ~ \ HOLLY SPRING. ~ ~ ! \ ! o / i ~ ~ ~ . ~ ~ I ~ OPEN S~P•ACE 1 , ~ ~G , ~I~ l 4 i5 ~ j ; i ~ ~ ~ ~ ~ Nra~N ~
l^ ,l'~, 1 5 2` F v E 2A v ` 47529 f~ ~ I v ~ \ ~ ~ ~ v , , ~ P A~ : ~ . I ~ o... ~o. , :1 v ~ ~ 6 ' l l! i ~ ® ~~PounFT~aoTECn~ ~ ~ ~ i ~ ~ ~ i ~ i 1 , ; ~ r;cnoN '
i r , , r . ; ~ , F =322.0 8,06s4v SF G MF1. B SERVED _ ~,p ~~G, ~ 1 r I v TATI N P ~ o . , bu-"`~ / hv-f A C9'~T , \ ,I, r; J,,,,.,, PUMPS 0 :~-s F ~ ~ f r xsa,/sFl ' ~ ~ ~ I I ~ ~1~~~t' j ~ z ~
r B o p\ . " ~ ~ ~ v A D EDED TO ~ v ` \ ~ ~ 3 v ~5U~ \ v ~r ~ •s •7~;€~ s n ~ il~~ A E E v ` Is Vii;-~~.:-, v \ GN~.G ~ ,
~ ,'r ~ ~ v ~LY SPRING \ : o Ix ~ 7 ~ n ~ ~ s r9 ~ r' 1 p \ ~ ~~529 SF ` ~~o ; ~,124~ SFV I i~9v~~~ \ - T - /~~J 8~1 , f ` ~~.+~7: I ~g~ w~It r / sign Cakulatrords for Yebcity trssipators 1 N r D5.07,~ y<;' ~ ' ~ol~s ~ / ~ Stonertwnt subdivision phases i~z - slEOlos
s ~ v. 0(0 SF - k ~ s e, 5 . cNAN , ~rr'1-r. 1 /I \ w c. ` ,r ~ v` ~ ~ ~ •1 1 ~ I r ~GFS`~, t Y °g~': EXINV ~ ~ 7 r~ , N E 3240 0 F s P \ - p 1 I IP 59.57...
y ~ IIIt 1~-; 1 T I 1~L EAD.~t7D E ~T=.~r"• I ~ V 1/ L. ~ AY I EEEAAA i~ IR \ ~ / ~ i ~I E5s 5~ ~ ~ ~ 64~, 75 ro;r~<< ~ , ~ ~ ~ / - 4
r _ - ~ - ~ e fi ~N~ - \ .103 I ~ r l~''J~ f 1 ~ ~ ~ P ~ I ,i,r ~ ~ ~ ~ ~ ~ y ` ~ J~ ~ ~ ~ ' ~ I Cam. ~ PAD ! S ~ I ' r,'3 „ ~ r r ~ 1 1'00 ~I SF VALVE ~ ! ~ - ~n ~ r 1. I qq , ~ 1 ~ ~ A ~ h' `I PAD ~ , : I/I . . a ~ ~ ~U T~ ~ Invert 9 (cis) Diameter Area V=QJA Type of Mirafi 140N Length of Width of Thickness ~ i ~ r ~ feet s .ft s Stone Re mred~ Pad ft. .Pad ft of Pad in. ~ , ~ ~ ~ ~ ~ ~ ~ , ~ ~ 1 i ~ ~ » „ HW2 _ 630.D 18,00 254.5 2.5 ' Class B Yes 24 30 24 _
~ , ! / ~ ~ i , 1 ~ 1192, SF ' 1 l ' ~ I ( ~ u TEMP."SEO'BASML B A !0 - 'i ( A, ~ I C ~ % 61. ~ , r r „ ; r.7~,,~ i 2 L ~ ~ \ aREa O.a~AD , ` v ro ; ~ FFE 3 8.0 , ~
,r ! THE ~ 1 r~ , r I 0 1 S 1 0 ET. 1 F D uoEOb42 nc v ~ r T P No 'A' ! 1 v ~ ! (p ~F t ~ TaiR eA N MIN ' 010 SF\ I ~ . ' . sTORACE: ~irD c~ \ ~ ~ ~ 32s I >i Fp ~ : 0. ADC , V ~ ' \ ~ 9 ~ 11 0 ~ , ~S>`jA0"aC}-"LOT T ~ S~Bi71W0Eq~ ~Q i~ PES'A" i6 1,25 1.2 1.3 ~ ClassA Yes 5_ 2.5 _ 24 _ ~ r(~O~-~N~L~10E~ WI~ (~rSU~D~~(SION P~A~~. PES4 15 1.25 1.2 1.2 _ ClassB _ Yes 7.5 3.75 24 ~
S. ELF. :NUD , ~ i. ~I o .i I \ ' f l- ~ \ f \ d 61 \ ~ 4' SP WAY 1 A , 0 1 ,rl n. `m cE: Se ' cP \ o ' \ \ r~ a, ry ' ~ ~ 25.so RIP ; / ~ D MER \ ~ 1 ~~oos3 sF ~ ~ ~ ~ ~ ~ ` PESS 18 1.25 LZ 1.4 ClassA Yes 5 2,5 _ 24
ri ! r ~ 1. ~ So' ~ s EP ~ FO p ti v ~ 1 10 ,1 , g ~ 1 / i ~ r; 4' ILL AY i ~ ~~C 0~ ~ i P~' ~ ~1 A. ~ ~ ~V ~ ~ ~ ' ! r ND I ER ; F EV ~ p~1 J1 fA~IN FRE `~~v ~ rr ~ ~ ~ v PE57 20 i.25 1,2 1.6 ! ClassA Yes 5 2,5 24 , ~_,i _ ~ . ~ = ' ~ , ~ PESS 15 i.25 1.2 1.3 j Class A Yes 5 2.5 24
L S i t ~.i i i'-<-• c ` 1 ,..:rte r 1: 8 1 7 5 r . ~ , t A ~ \ ~ w ice-- - ,1r .;:-t _ 13 6 SF . ~ l'~ \ S ~ ~ ~ t.. -r n v, DT- , ~ .1 v' ~ ~ ~ Oltf-A 25,D 2,00 3.1 8.0 I Class B Yes 12 6 _ 24
~ v ~ ! G 6 flG 1 , , ~ r , - ~ , FF 11306 S y' N 4 2 1 ~ \ ~ 1 ~ 'i r' ~ 17 '~~.---t-+ ~r ~ ~ ~ MI {FFf= 3. ~ .A~ A ~ , ,rl - , ~ ~ y V i \ ~ ~ ~ OUi-B ZS,D _ 2.00 3.1 8 0 Class 8 Yes 12 E ~ 24 ~ N r ~ DUr-C 25A 1.D0 3,1 SA I Class 8 Yes 12 6 24
~}l" ~ ~ ~ ~ F , eel _ Q I '°S'~' s• ~ ~ v r vii ~ ~ y;; ) r \ ~ r 7 .)~3 ~ ,r , Y I , ~ 1 ~N v I \ ~E-~5~9.0 ~ ~ T U I i pp ~s I
~.C r I,: rl E: ~ ~=J! tP 31 ~ ~ ~ .SEDB l E ~ MH ~~,rti~ I ~7P y~~~l -~(i --1Ptr r.:. ) t ~ ~ tv NA AREA: 0.44 "~V A V A rS 0 A ~ ~I~-RA7 ~ ~ UNSTR 'TI ,~/A tc ~J. `T. ~r~- .'~G ,,.y1 J ~ ~ UD C 5 DE BYP. CN N 7DF ~ NTRAN N 'FVtu DD'~. ~ ~~o , ` ~ j ~ CONSTRUCTION SEQUENCE
/ ~ ~ - ~ .S • r 9T SiD ~ ~ ~~~R G 9AV e 0 8 ~ b r \.J ..-Y .~-,.-„'"(7L`.~' w- i t t ' ~ 6-- R, PIPE k 1 !A,;/ 4~T: s . ~ . j ! h1 ~ ) ~ ~ ' ~ 20' 61 9 t1~ . AtU3 13 CF ~ ~ ~ r~ D ~ ~ ~CA~'n` C ~s,, i ~ , 1---~ !il~= A 4'~5~ WA ~DNM ' ~ ~ v FS 5+ \ 4\r i GENT ~ QD ( ~ ~ ~ / 1. Request opts-constNction conference This meeting must oacur ~OJECT INFORMATION
~ l~ i. ~ ~~r --'I- } , I , 'EASEMENT ~ \ M V 6. C\ ~00~.0~ \ ~~t ~ ~ t•-/: i - _ 0 IY PRO ~ T \ r i ~7>"' ~ 1 ~ ~ 90 S ~ ~ ~ >y' 0.88 c MI~},,FFE=325 V 's ~ s i,1 dCii~' ~ i f ~ j ~7~,' ~ i= , ! E - 1 y ~ ` / st'x ,3s oERTM a \ ~ ~p a, . ~ ~ Y ~ / / wrth the Town Constructon Inspector and the Environmental ' i°r° ~ ~ ry~ ~ j Specialist (919-557-3938) prior to beginning any construction.
it ~ ~ ,'.C ~ ..y r q_t \ 1: ~JC ~ ~ ~ ,MI E=3 4 6 ~ F pp ~ ~~A~ V ~ " X10. AY 'V 'lI v . t ~ ~ I ,,gyp ~ u , ~ ~ ~ v~ ~,A v ~ ~ , 12~ ti<-'i rl ,r ~ ..J~ , I` 7 , DOpyR `V~,v A ~oMH ~ ' ~ ~t/~V \ f ~ ~ / ~ 2. Obtain a grading permit from the Town of Holly Spfings, a aE~T GE ~
. r_ ~~v v 1 9 v~ ~~.1 ~ I. ~ ~ ~A ~ ~'v~A~ i 2nC 7 f / ~ v ~ !r. x rrl, ° ~ ~ I 1 306 ~ ) 7 ~ ~ ! ~ ~ P1 A .A ~ A Aa r~ / \ ~ s ~ ~ ~ ~ t , ~ ~ B ~ ~ / f / ~ ~ % 3. Install silt fence and tree protecCiori fencing as shown on approved plane. i
i ~ ! I,° ~ f ! ~ ~ i ~MIt~ FFE=3 .O ~ / ~ 9.8'SF a~ ~ ~ ~ 12~SF MIN~,FFE=3~ ~ . ~ % ~ , ~.~Z v r ~ t r . ' OU9LE ' F ~ i~ ~ ~ - k`\ ~F ~ `14/ A A " \ ~ ( t , ~V ~ !a ,.7 I I~ N E- A \ ~ ~ ~ / DRA ~1°; AJP
-r-,, ,r_,rn:- ~I,;, AT WE `-4 2~5 ~ I / 18 8 V ~ ~ ; . ',v. ~ G~ V ; .II ~ / , ~ 234 2 ; ~I I ~ A ~ ~ . , ~ /(.C 3~~~ ~ J i~ I l~r; 1 /r 1 - MIN ~F - 30.~, I 61 9 6 S~ r ~ 1 i Ir ~ ~ I ~ / / ~ ~g ~ ~ ~ ~ re ~ ~ t ~ \ j• ~ , ~r3;1i i` / ~ ; % ~ 4. Install construction enfrance, then temporary diversions and sediment i + ~ / ~ / / / basins as indicated on the approved plan, Clear only as necessary; ~R®~®~;
. , ' it ~ , _ ~ ~ 12110 SF 12110 SF ~ r ~ NET: 162~ ~ . ~ ~ 1 ~ ~ F. ~ ~i (e: 4, A P'.f ~ J!:'~i I i~ 7JRISr ! ~ i / 20804S ~ I / \ Q~i ~ \ C~ A " ~ b 7,. i_ . 31'+~ 7 / , d l r r 1 - i r ~11 DID ONAL ~ ~ I ~ I FFE5321~D \ _ _ , , ~ 10$94 , ~ , to install these devices. Seed temporary diversions, berms and basins I I ' , \ i j immediately after instolldtion. ' ®R~~NQ AVENT 1.2•
~ rr ~ i.l, ~ ~ I I e /r / , Avg I ~ i f/ ~ . J , ~u`„ ~ ~ ~ _ p'.-,. 'f 1 225 SF + i i ~ ~ ~ " ! , ~ ~ e Y ~ a ~r~ t ~ ~ 111 Il~ '~`v~M1 5. Obtain Certificate of Compliance through on-site inspection I '
d, ~ ~1 ~ ~ i ~ / ~ rr 5! i`;,~ 14,,~~ 'f ;'u~ NE 10 49 SF I , r ~ 1 ~ 7 ~ t II ~ / ~ ~ MH E IAA;:. vA rv., \'1', Av w ~ ! \ )I ~ f i 1,5;!,r ~ ;nf,l'/ E ~•,k,; ~1 / ~ / ~ I I is w D s wa I ~ ~ V A 1 1 ` ~~yrF~'`~to t~~~N \ by the Town of Holly Springs. '
i?~'~/ ~ ~ - , t'~~, ~v v 1 / D~ ~ ~ l 1 ~ C8 ~ ~ t ,Q' ,C. V V 'v A ~ M i ,~~,>1 S~` .5-, I ~ C a:.,~w- FLO>SDPLAfN ° • , r 1 ~ . I f / ~ ~ ~ , , ~ \ ~ / r : / 1 IFVEL REAPER ~ 0 V . G , GkQ~,G \ ~ ~ ~ 1 F ~ \ \ ~~G9~ ~ 6 \ 6. Creek Crossing Erosion Control ECT E
I~/./ ~ is~!, r;:3+~ 7 / ~7 ~ ~•~7~ / ~ ~ ~ . IS~s ~ ~pAM. A;,'`~ 1 y ~ 1 F \ !:.'i 1, }t„ a .1tli / NfrFE 'r ~ ~ ~ ~ A ~ '33 ~ v„ i 1 1 f A ~`;/"'`~'~I,! ~ ;z ~;.6,,-„~,,.,; 1 I r= i ( ~l 1 309 SF MHv 47~ 4.0 M(~ - ~ vyt ~ i , 3ao.o t ~ a~ ~ / ; ~ . A _ ~ ~ ~ ~ ~ ,,gyp \ ~ GF ~ i l1I O \ ~ 6.1. Maintain the existing erosion control devices mstelled as item
I''' ~~-~rl ~ C~~;~i ~ l1122~~y/SF 6 ~ ;r ( J / , ; ANN v E1 16363 ~SFV ~ ~ ~dp.~ s+N ~ I ~~r~Il I ~"1-'r 7 ~ ~ ~ q .24 C~ ! C ,rV~ t N 71R fiAOd ~ 1 ~t, ~ • , ` - u i1GJ crr~, l 1tl ~ i;` ~ NET: 1 041 F r ! ~ / ` RA ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ number 3 above. r~+ p I'~
1 ) 1~D A: 0.4/AC ~ , ~ET: 16348'SF \ ' o m EA . e` D cn" V i~CJJ(S'i, ,I I ~ ! t ~ \ M FE=328.0A ~ Q ~ J" .STORA 520 CF A C 7 . i 1GI~~ y~ 111 ~ - ~ ~ it ~ .s t .a' 1~ f; r.; 10006~~ ~ ~ r 10006~SF•~~; ~ r ~ 6,2. Ensure silt fence exists along the top of the drainage feature i~ ~ ~ ~i~
~ i~0 .r. ! I - L?:(~ . 20+50 ~ I I 1 ~ sH r 6' ~-~f i ~ ~`~.:v <rT~r I' ~ i ~ ~ ( D IM D o / ~ 3 ~ ~ ~ V 6IIN FFE ~ \ i ~ where the culverts are to be installed. ~ a n l ~ ` \ 1 8.3. Ensure any excavated material ie oontained within silt fencing, f , 14, ~ ~I
!1 ~'=~L ~ i~ ~"LO~DPLr.ir` ) - ~~~.:~-.r~ 27.6 I i A ~ I ~ r, off. ,333.5; t 1 ~ l ~ ~ ~ ~ ~ ~ \ ,1 t /ice- I. c. rt C1~ ~ FF ~ r 4~1 ~ A,^ 1 ~ ~ , , r, LE. 2 4 2 ~ ~ ~ v _ 1 ~9 v 1 ~ \ v t ~ t ,r h 2~- ~ ~ ~ 8 v. 1 v Sr I , ~ - 33. • ~ 9 '6 ~ \ . . 10 10 S ~ I - ~ ~ 1 ' ~ 131'$8 ~ ~ I E~K ~ ~;r ~ ~ ~
~ ~F 1 ~ 1 53 S - I I 11110 SF ,/2110 SF ~ ~ ~ ~ I ` ~I:;~r , t ' ~ ~w ~ 6 1 4 ~4 11~SF I ~ 11~ 9 'v 1 9~ SFw~ 4 ~ ~ t \ ~ 6.4. The culverts shall be installed concurentiy with the phase " ~ ~ , ~ ~ ~ ~ ~ that is activated with this plan.
1~05t SF /i ~~i~A ~ ~;~c?,i) 3t- ~ _ 10000 SF ~ ~ ~ SF` ~ ~ ~ . ~ \ e~ ~ ~ TO ~7- ~ i 1 _ , ~ , J\~ - ~ ~ S ~ 133 ~ ~ IN FFE~ • \ ~ \ ~ ~ . ~ t - ~ - ~ I y 1 jl ~ \ x''11 - ~,a. _ r1 ~ i ! ~ ORM ~ t / \ ~ \ ~ ~ ' ~l 6.5. Installation of the pipes will be from both sides of the stream ~ I ~ 1 \ ~ 1 of the stream, ~
M! IN FE G r~ TdR,~ sH . i, C~~ ~ ~ I ~ I`4! C ~ 6 I TTUf~ SH \ / t A ~ r~-~,^=~/• I ~V - - ~~a~ ~ =34.5 ~ 1 ~ ~ ~ ~ ~ `r~. ~ ~s e ~ 1- ip41 ~ \ ~ t° \ ~PORA Y l ~ ~ ~ ~
i;i_ ~ r.i ) - 'W l - ~ 1 .~AIN 0 B•.A g Op. I A ~Q St\ 6 ~ - ~ n! ~ o ! p/ / RMNA AR ' 6.9 c~., A ~ ~0 I ~ :A~, ti _ C ~ ~ 10 1 S ~ r`--~ SF o ' i MIr1~ ~ C ' T BARBB CAD~E W ( ~ ~ ! ~ EP ~\LG l 1, 7. Continue with installation of ail infrastructure items, inciudinq but ~OHS~GN ` k f I ( ~ ~ \ not limited to: water, sewer, storm sewer, roadway subgrade, asphalt, , I
r, o c ~ `a I 4i NET'.~10 08 F . ~ ' I ~ 3 O ~'-'I~~~C+~~+~SF ~ DED EA 4 A ~ ~ ~ r~~p1 J ~ti ~ V ~ ~ 35. A~ ~ ~ M °3 j~A / ~<< ~ `1 Y ~ F ' r J ~ \ 65X159'PILL oEPtPty ~ \ ~a.. ~ r~~0~ s ~ V b \ r; ,L ~ \ \ 1 / ` \ 1 I ~ ~ curb and gutter, sidewalk and landscaping when that time is appropriate. I I ' ~ ~ I 111 ~ ~ ( ~ \ ~ Leave storm pipes short whore they drain to sediment basins. ~
~I I/ r •o , ! i ~ ~ \ ANErTr~2a~ o A ~a ~ COQ ~ a v 1~' \ G 1 MH , ~ I I ~ y f , ~ - . P? i i - ~ t v Nat Poo>:~0.00 ~ . ~ ~ , ~ ~ ; ~ t ~ ( ~ ~ ~ I i ';pv ~ `
t i~~ r~ I D r ' I i A ~ \ ! 0' DF~:329. ~ ~ l.~ ~ ~ ~ Uv _ F~ - ~ ,~yJ:q: o,GC~~,~t Cz r-J~ r o ~ E ~,~~_j ~ , _ ,Y~ ~ ~~~1~r04 t~ tiV v' Q 'w~; 0z / L I n, .t I` .n 21 ~u~ MIF1.fFT:`- .0 \ (a ~ _ A MH( ' t ~ ~ << !y;\ 8. Maintain erosion control devices, ' ' ~ ~ A v 1 ~ ' 63~ ~ ~1 t \
li { ' n ,o ~t ~ ~ ~ ~ / ~ c>u ~a ° ~ ~ ) i 1 - ~C N ~ ~ Av k` ' SF `i: A 1 oyic ~ ( m 11116 SF , ~ a 1~C` ~ I ~ t _ c~.vr~ I ~ i,;, ~ ~ r rr ~ ~ l , h~ ~ I 1 ~ ~ .p ~ , / f _ 1 ~ 1 't ~ \ 8.1. Provide temporary slope protectioh for areas of I ' i ' 'r ~ 1 \ ~ concentrated flow across slopes until the site is
.!(-l'~ ^o,u 5'ct 7 Sr ~~~~dl~ ~ ET`r. 10585 4`~ ~M~: _ v_ uo :o.2gAr~ r vV A~ :Fz~ F 1~T ~ y I i , i R , r~ t ! I I ~ ~ ~ ..>s , ~ ~.:\Cu J' 560 ~ ` OTIO \ ''1 ~ ~ S I ~ ~ 'r ~ ~ ~MIf~ 336. r 4s' 3.5' Tµ~~ \V ~ `•1 A.A ~ ~r 1 ~ I ~ ~ t, , ~ , \ I 1 ~ \ stabilized and the storm drainage (s installed. i _p
~P I ~ ~ •;V'E ~}1AiRLL r2Et.',4lrrlll4 1 r' C ~ r ) / A ~ / ~ LL~kgY ~ ~ ~\Q V ~ 1_ ~~ir.",~1~ , I, I ~~A 10 _ ~ i ~ ' s ~ l,l"~ ~ 11A ER.rr \ , ~ .7 1 V . feel . ,~~~~Fer;~ eu, r~~ ~c,~~ YR / 1 / z~- k ~ p. r:~~~ I ~ ~ ~ ( ~ ~ ~ At V ~ ~ \ 8.2. Seed all slopes within fifteen calendar days of completion. ~ I ~P I t k l ~ ` \ 1 I Seed all other areas within fifteen calendar days of completion.
r ~7 Ij l / G ~ -h ~ 0 A ' ~'-,i ,t cf~ ,,1LkBELFPTU~.G~Si1:RuFG. i'.~ ~ &~rL00D 'Y I ~ i QQ ~'i~ ~ \ A -~y ~I~. 0 ~~t` I - ~ rv„ ~ ! ,r ~ 2.~U/ ~ ~ tip. 13'I~~S~" 02~A I v v 0 v ~0 jai f ;rflS IS THE` 20 h1,;BTrIEI' ~!~r ! 9800 SF \ M~ ' \ ,A v ~ ~ 11 r /loans' ~._2 ~ \v ~ . v; ~:v ~ ~ v ~v\,.., ~ 1 ` y , 4'~~,,((~ ~ ~ ` \ ~ t , ~ \ \ i ~1 ~ 8.3. Provide temporary pipe protection to storm i r' I
vv ~ ~ s a 1 10' S f 00 ~ , I ~ r.. L ~ ~ r~~ti , ~I~~f ins; , v~ i iE s ..t c F ~ / ti ~~LC r i ~ . A~~ I - 10010 S -v \ ! ~ ~ 2 0 y~ AINA v ~ v 100~~ 'v ~ a~s 07 s r. 12 r - i I 7 - ~ r 'oa~.o--s D~' xE,i! ` ~ ~ h1,S111f;9E -I-EP,It.9Ei~R ~tC r__ I I~r ~ N T: D68i~ 5 I r ('DRARY ~ l ~ ~ 0394 SF 1 9 C A ~ ~,,`.'t Vx ,.NOTE 1H ` V~ \ ~ ,tEEhaR; sEO eASn z , \ t l \ ~1 drainage open-ended pipes during construction. C l AWAC~ AREA: OB AO '4 ' \ ~ ° ~ ~ UO5ETQp RAREA 42 AC 1 ~ , , \ ' \
c., - 5t. - _ i ~ \ V I ____1 r H - 3s , 5 6' Ir - r i _ f;' '\,D~~ . Spil W ~ ~BAl7RICADF~ / r ~ ~ ~ ~1 V ' ~ v;.: ~ FBI (C~P.E'FE \~VA t i i Ate; t~gg ~ , i t1 \r \ 1 \ ~ i 8.4. Provide inlet protection to those inlets that ,.1 3s'xt e'%5.g' oEatH ~ , ~ ~ , \ receive concentrated flow us a result of the
I AY / ~ r` ~ t 0' SPIEL v ~ ~ J_--=~ DISK A E~A.m ~5(GN --i L _ ~ ~ t ` , ~ A ~ 1 ~ ~ t 'MlL 8E LEFT UNDIS11~R8ED. A \ti~\ ~ \NO SKIMN , , ! ~ _ ~ ~ ~ i i ! (S IS 20'"0 l~EITH R SI ~ , to' saiEUwnr seoltw \ AY A , \ ~ ~ grading operation: ` NO I P SK MtdER RON \ , , , ~ \ 0 ER rx i \ ~ ~
I- i i 1 - ~ ~ -~,~c_-~--- H , i ~ I / - ~ \ s t ' ~~.aA OF E~STRE .BA. E~GE '/i A H~0 ~ ~o~;,,~ F 1 \ ~ \v v t ~6EffYER E'~ - t ? 3~V~ Lr~ ~ ~ . ~ ; ~ /~XA~ ` C~ 1 li i 8.5. Clean sediment basins when half-full. \ t I ~ \ ,
/ ~ - R i~tvA eenc~., v ~ o,~~ ~ ~ ;--_~n ~v ~ ~ Ir `rv~,~'E C-R E A a ~ NIGH ~ ( N~ ~ ~ ~V ~ 2 i , ~ ® ~ A` V i / v \ " , BYI , ~ ` \ ~ t, ' 9, Request final approval from the Town of Holly Springs. t
"Ta"„ ~ T ~ ~ ELEVATION AT ~ \ I / ~..I ' POR RYA I ri.z: ~°at(i~.l h~ ~ ~ ~A A \ , TOP OF E ~ v ~ I / ~ ~ I I -;iy_:a.. h~~ n / A ILL A ~ V A \ ~ ` ` ~ ~ \ ~ \ ~ 10. If approved, remove sediment basins, silt fence and temporary diversion
\ - DAM ) ~ ~ ~ / \ ~ RICADE ~'h 3,63 ~ I / ~u ~ - 350.5 NOTE THAT EMEROEN / ~ 1 , ; ~ / , 0 GNAGE 1 - ~~\P ALKIN' 1RAI PICNC~iR \ y 1 / 1/ A r + ~ 0 , (~SE' S l~ ML~ \ \ \ \ , ,t l ~ ditches. Convert the temporary sediment basins "A", "8" and "C" to their ~ \ t ~ ' \ \ ~ t, i full best managment practice dimensions per the plans. .Complete full
) SPILLWAY IS LOCATED ~ I ~ } ~ ~ ~ ~ ~ r \ \ i 5 ~ row , Ir \ ,Y', B ~ ^h r ' 9," X639 3F^~`-' Vi~9A\\\\ \ ...ALONG LOT 211.EASTER ~ V ~ 1 / J _ ~ ~ \ A , ` ~ ~ ~9q~~~ ~ A ~ ~ A\ A ~ A ~ \ ` t 1r \Y length of pipes and install rip-rap at the outlet ends of the pipes I ~ ~ 4a J'~~;,;`; R~; ,,~A~~ ~ y~~ ~ ~ ~ A along with level spreaders as shown, ~~~~j+1v~b~a~
R PERTY OUNDARY LIN i j ` ~ \ i ~ i ~ ~ p I 7 / 1 ~ ~ . ' , ~ 1 ~ ~ l ~ ~,nA~~, \ ~ _ , ri vY / Storm Dremage Sumtrery•Stanemnnt,Phases l&2__,_ _..StamlhaFage Summery I ` , / ` ~ ` 1 ! , , /T , ~ / r.~..~ t F)-Q~OD / ~ ~ Summar MP •7/16/08 Summary oPStrudures / It \ / ~ ~ % ~ I c:. 1 ,O Z ~ . Q, \ i 1 + ~ ~Q• \ . \ \ \ \ ~ ~ ~ 1 1 \ ~ I ` ~ I { ` ` \ , \ 11. When vegetation Is established, call for final site inspection by the I
_ kas _ , , , Y.._ \ ~ V / 4~ J ~ 2 F~, `rn~ ~ EL 38.9 r ~ ~ ~ \ y , 'ralcula~d / ~ ' ° / . \ \ > ~ i 1 ~ , 'l \ Environmental .Inspector. Abtain a certificate of completion.
vert Dn 2 I ` '!112,00 SF ls` / ~ ~ , N , o, IE1AP. Sm Ba_aN/3 1 ~ \ ~ ` . ert BtruRUre Imens .Area , f0 Refererrs Depth ` I / ~ 3,3 kom To RatlonalImere Area 10 h Diameter D1A. Sp N TYPa_4Y_. , \ \ / AY Q ..._.Q Pe 1 \ J ~4 ! ~ i \ r j t ~ /7 r / 1 \ d DRAINAGE EA: Spy AC I \ ~ ~ , _ _ \ ' C (Nlhq .(ee), (ds)., _(cfs) (R) , (inches) (inehe;) (kom) QaJ (In/hr) (ao) (cts) t~gafbn (ft)_ / ` - ~ \ ~ 1 ~ , 't t` \ ~ CWPE FEAR 6UFFER N01ES:
1 ~ 0/4~ I ~ ~ ~ ` / ~Q7 I 34 . ~ 07 A DENI~bm IEA• 2!27 AC I ~ A ~ 'V A`, ~ A\ `y . , ~ ~ ~/JF , rte. 4 Q SED. SNRAC~: 2A51 CFQO <v ~ ~ ~ A ti` ~ / 1 48'X139 5' DEPTH HWl_ hW2 ,050 732 277 630.0 630.0 112 72 RCP 89J 0,68% 32180_, 32Lfiu bPl2 HW 7.32 277 6300 33985 17.2 } \ ` / /0) ' !T \ - _ i , ~ ~ ~ i fR r, / ! T d' AY 0 ± ~ yl ~ ~4~ ~ ~ ~ , 9.CFE~RIVERBW®UFfERSWRE~'~EO~'ISIDE~THET~~ K ~ ` ~ CAF ~ ~ ~ ~ ~t 1, ~ ~ ~ ~ \ 2 Z~dE CFBt ( ®U 2~dE 9) IS TO BE LEFT Y UN ,
elnwrS are Porihz bwatpipe (re~rllne aF veek unN, The oMe'pgz5 aret hlgherJ ; 1 } ~/fv I ~ fit I J / Q ~ \ C , e elevddans Pox M ` (note Mat (or HWS and HW2 N _ _ ) ~ ~ J PROM S7D M 'V I \ \ c ` ~ ~ ~ ~~F9` , ~ t\ ` ,tt \ ` a~FILLMATER1~13T0®E6R~JGHTIPdtCTtlEt~916UFFERSWNDN08TRtICTiIRESWRE
I__._ 10.2 0.50%, 358.19 x_35850 CBI CB 732_ 041 L6 .36354. 5.0 ; ~ ~ ~ ~ . ~ ~Q-1 ~ ~ I t ~ 1 / ~ ~ 1 , ~ n T~ ~ / ~~i V \ \ FESA C81 055 732 041 i.6 1.6 63 IS RCP \ ` ~ ~ J V / _ / V ~ 11 0, SF ~ , v / ~ / \ ~ ` \ ~ \ \ 1 ` \ SdANY~THEBUFF~t \ ~ \ ~ ~ \ ` , ~ ~ \ l ~ GWND ~STIIRSING ~dLYINZ~E
FE52 CB4 055 132 Oq0 L6 =.fi 126 24 :,,.RCP 14.9 230% 33598 338.88 __CBA CB .732 040 1.6 345.49 6.fi _ ! q " Q/ ~ ~ j / ~ - l . , CB1_y.CBS 0.55 732 0.73 29 0,0 25 ~15 RCP 14,9 160% 339.08 33998 C%' CB 73T 073 z.9 345.44 6.0 ~ Y " ' / " ~ . tBSA C8 7.32 0.74 2.8 347.9A s.4 . ~ ' ~ ' % ! V ` 1 ` \ \ V Z~E2}, INA r
I r ~ I Q'/ti I I e1 ' ilf 11~ k O 1 ~ t .CBS CBSA 0.55 7.32 10.70 2.8 5.r 144 15 RCP_. 12.0 2.00% 339.68 34266 ~ r ~ A~! ~ , CBSA CBSB O.SS _ 7.32 OS6 2.3. 2.9 +39 15 RCP 8.9 2.00°,5 342.76 345 52 CBSB CB 7.32 0.56 _23 350.77 s.3 ~ ! ~ ~ i I \ \ WsTO to THE NG IN i~\\`\ ~ ~ ~ STATEWND LWTIO~. i I~ A
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F~1 Cot 050 7.32 0.47 1T e,0 11G !5 RCF 8.6 4,~Cn: 332.04 .__.33677 C62 ..B 7.32 O4r ..1.7 34255 6.8.. ~ N, ~ r` l i /~O ~ I, i ~ \ , r ~ V~i~y ~ i y 1 , , \ A ~ 6. CB „232. 035 L3 342.88 5.9 Cat C9 0.50 7,32 035 13 13 33 6 RCF 8.2 L003; 336.97 33730 _ C ~ _ ~ ` \ ~ ~ 1, t1~ ' \ ~ `t \ ~ 6.OUiSI OF LBE~q E'V`IiR CTiQ,J ~ I N lid L~~~\~G'~ ~~~1, ~ ~ , .t \ ~ } ` ` , , M~ \ ~ ~1~3 TO ~STiJR61NG ~ THE IN LOTS.
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FESZ CBSA 0.59 7.92 0.78 2,8 241 200 ~24 RCP tb6 080 333.83 335 A3 CBSA CB 73~ " _ . ~ ~ X126 ~I~ ~v~~ ti C65A CB 53 0.5n 7.32 O.SE 23 16,7 136 24 RCP, 23.9 "OSS% 335.63 _33639 CBSB CB 7,32 OSfi 23 "0.77 ;4.4 ~ .0 I \ ~ { r / I 0 1 ti ~ , { ! 765-'SF--_.. ~..v I \ ~ 1 ~ \ \ 1 ~ I ~ 2 DI8Ali~EDAREW F~THIS ~ FLf~dS 15 9P.54 ACRES.
CBSe CB 7B OS> 7.32 0.1E 3.1 I4A 2L5 4 RCP ~ 2E~1 0.50% 336,9 33767 CB rB Co 7.32 076 3.1 ~0.3. 12.7 \ " I / e / ~ ) t ~ ~ t 1 I 1 1 1 _ 1 ~ a 7 33861 C87A C3 7.32 0.67 ,2.70:6.40 7.9 A \ ~ 7 ' : 21.1 Q5036 3378 C57B C97A 0,55 732 0.67 27 119 1,8 b4 RCP, " A I ~ ~ ~ - ~ ~ / ~ k'. 0 l / A ~ ; v _ o n ~ ~ b 339.1• _ \ t`~~' ,1 1 ' ~ ~ I 'y ~ 3.N1 Ct10N C~dF TOTO1~ilOF Y NGS~IDICR `~.J~\'~`~1©~~~~~If\1lJe~~~UJ~`~
7A C~7 055 732 L0- 1.2 87 i.8 :8 RCP 160 OSB 1 ,3,39.91 C87 Ca 732 1,80 7,2. rl+:~, 9.1 A << I ~ \ / , ca ~ ` I 120 SF ff ~ A / A A J r t , _ _ _ r / CB7 CB6 075 732 028 1.4 L4 22 S RCP 9.7 OSO°k 390.11 - 340,x? CB6 LB 7,T2 0,26. _ lA ..1a ~1 3.B ~ V ~ \ ~ ~ 1\ ~ V / \ \ A ( ~ 1 r ` ~ I ~ ~ n`'t 1\ 1~ 1 • ~ , , , c 1 ~ , t ~ 4. SIDE(~°TOTAL} RIVsRDC ®Y HA ~ ; ~~J~~~~ S
CB.A Cos 056 732 8.73 3,0 <,5 04, t5 RCP 150 OSC9k 338.44 .,_339.16 C85 Cd 792 0.73 3.0 6.3 ~ ~ , _ _ - ~ ~ ; V ~ ~ \ ~ A ~ ~ ~ v~i'~ A SV, .A I I 1 I ~ ~ ~ 1i .5 RCP 10.1 OSO°k 33936 339A8 Ce4 CB Z32 0.40 1.6 OA ~ ' CBS Cog 055 r..2.. OAO L6_ 1,6 25 _ . ~ ~ ~ \ , ~ / \ \ 1 t \:U ~ i'V ` /A ~ e' V, t ~ i i 'I 'I ~4 1 11 ~ ~ , \ ~ , , ` \ 1 , , , ~ ~ S THE FlRST~' EITR~ SlOm ~F ~ EL YRt1~LL 1
c ,5 RCP 9.9 0„_. 3.18 C~ CB 7.33 038, .,._1.5 336.96 3.8 \ ' / \ ~ ~ ~ ~ , ~ ' t \ , ~ I 1 I r-" FES? C~ 8,55 7.32 0:8 LS 15 40 S0'm 33298 33„ • I ~ i~~ t ~ \ ~ S. NOFELI~ ~13T®A~DROUQ~°IIVTOTd~Ea~AkUDNO ~S
0,61 CB13B CB 7.32 0.10 0.4 3.7.84 \ ! \ F 1 A CB13B 0.55 7: 2 O.iB 0.9 19.0 8' 15 RCP 18.0 e.00m x33.89 34 ~ ~ ~ \ 5 _ : 1 - - ~ • t ~ ` t ~ ~ ~ ~ 111ED NAl~YQ'~gYEUbDiST'J20;A1FftlU
C913B CB13 B.SS 7.32 O.DS 0.2 18.6 139 18 RCP 18.0 3.1045 '40,61 345.L2 CB13 CB 7..2 Oo ;0.2 5'o Se 11.5 ~ ~ 347.86 ~et± ca z~3 oaa t.B 3~,1a <.i ~ , i ..BL3 CBI a S 7 0 0.44 L8 166 L. 18 RC. 17 \ ~ 0., a.9 \ t , .r~J ~9 3~' \ MPOR1tRY'~ p \ ~ \ • ~ I\ c l ~ \ , ' r 0 39 1B RCP 17,9 O.rP,o 347.71 345.96 C910 C6 732 037 LS 353.86 ~ SF ~ ! I ~ A ~ V ~ ~ \ ~ ~ 6. TREE ~dOTECTI~I FEPdgNG RflUST~€16~5G9 AS SI~~I ~ T~ C~U~~ ' _ I,i ` \ ~ \ , DRAWINGSFRIORTO,~lYLAI~DISI91~1sdcAC~v~I~. ; ~I~~I~O ~C~E
~ I l , ~a11 veto os~ 73. 0.>7 5 t ~ ~ ~ " ~ \ BRIGADE W ' ~ \ \ \ I I i ' 3+ 8 RCP 8.9 0.509', 349.91 350.06 C83 CB 732 -0.2B 1,: ~ ~ ~ ~ I G3[0 Ca9 0.50 7.32 0.28 LI 1.. »306 3.8 ~ ~ 1 ~ / ; ~De r ~ r / I , \ UU ~ I ~ I ' 3 ~T y v v ~ ~ j T.INIk7PROlECTi~dE~PROViD~iCJ~DEA~dGATQ~BASINWfVDSTO
4 , ~ A I ~ , i coo ca O.o7 z7 >se.r~ se ~ ~ } ~ V I ~ p ~ ~ I ~ ~ 1 < celG catoa ass 732 .0.67 z7 7a 139 s RCP 149 tzE~3 349 z1 s.~,.~ cBtoA t 1 v S%~ D4 ERIMETfR B~ : A ~ ~ ~ 1 ~ _ ~ 4.i .65:40 7.4 ~ 1 .,0 ~ , , ~ I ~ r 1 V ~ V A\ y~ j f I INLEI'AS~i01NN~dTHE0I9~>l~1Q5, t ~ , ~ ~ ~ I / ~ Y ~ @, FL $~DVtll~ FOR CIS FEL~9 Jo ` ~ ~ ~ E DATEIFAY2, a~" Fl.OODSTUDY~resF LYI 6~O~I~®I~~~; 9n~~006
r.lt 4,5 .5 137 i5 RCF 9J S.OPU.'_ asl..0 358.08 CB10e CB 7,32 1.1: ~ ~ ~ I ColOA CBtOB Oa5 732 " / _ j 7 ~ I ~ , , I A ~ ~ , 1
CBL Cd12 0.55 73l O.lfi 0,6 O,fi 25 15 ftCP 7.2 O.SO'» 37226 34738 Celt Ca 7,32 0.16 0.5 ac..:o 3.6 ( 1 1 3 ~ A - t 1 1 \ f~' ` \ DWTED 3, NOTETHATTHEENDOF ~ STUDYISATTHE~ ; ~R61C~G e ~n®~QQ' 1 ~ ~ \ \ \ ~ \ ~ END CUL UN °A°
C313 CB14 055 732 0.39 t.6 6,6 33 15 RCP 15.0 1.103> 3d~19 351.65 ,CBt4 F'~H 7.32 0.39 LS 36089 8.8 I I JI 'i ~ ~ \ \ ~ ~ t t 5 ~ , 1, " , ! ~ A" n c r o..'... qCp 14.A C.BG% 351,86 312.05 CBS IIH 7.12 859 2.7 3C0,89 88 ~ 1 + , ~ I ~ \ ~ 3 I ' ~ ~ , 1 ~ ~ l ~ ` , CB14 CBtS 0.5r 732 .,.59 2.9 S „ 15 ~ V ~ 5 1 ! ~ J, 1 V \ l ~ , E~~~ t ~ ~ A~ \ 1 ~v ~ I ~ \ ~ STUDYSEGINSATTHE ENDS EOUL
Cali 0316 O.S5 732 0.61 2.5 2.9 3? I 15 RCP 115 08030 302.5 9'281 COSo C13 7.32 0,61 2.5 455 t6 5.6 I i~I~ 1 1 ~ I ~ t ~ ~ v~ ~ I I , CBI6 cev 455 232 _ o.tc o.4 a.a 2s 15 as ss a6o~e 3;ar. 35281 cer, ce 7.37 G,ta o4 s5.to s3 I ! ~ 1 ~ / , ) ti ~ „ , ~t ~ 1 ~ ~ ~ ~ I ll t I ~ ~ I POIN A ~ ~ ~ \ , I ~ ~ I J ' ~ ` ` j ~ A ~ 1 ~1I VNLL®ES Fed LOTSDUR~GTMEL ~ G N"
_ ~ ~ ~ 1 ~ ~ I Fsss .cafe ass 7.32 Bs; t.a '.a Lea ~s RCP ss 1GSeP6 3ea2B ,4s.~e cats ~ zr_ ow Ls ~sB,e~ ..3 I I I ~ ~ ~ ~ ~ .t A ~i I ~ r 1 f ~ I ~ r I rt I ' ~ i r i , ,r lPS? i ~ ~ I • ' ~ , 338,00 ! ' 11 ~ L ' V ~ ~ / I ~ t, , ! ~ sTWCS eroTHERS, n IS r~ LII~ss LNG F~TI~ LOrs N ON TTanss Sri. SATE
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Ca230. 0925 0.55,_, ,732 ,.,,,,,1,81 7.3 7.7 280 :5 RCP 13, ~ I _ I I ~ r / ~ ~ ; / ~ I r / / f ~ . ~ a n , , \ ~ ~ ~ i ~ , ~ . I I ~ -LA h~Y BRY N , ET UX ~ , I ~ , , C525 CB26 0.9 732 010 a.4 OA 25 ?5 RCP 6.0 0,5~ 344.,6 050.0.8C32c CB 7.-.,.t8 0., _5..7~ 83 \ \ t ~ 1 ~ ` 3 ;p,~ ~ ~i,~ c~ara~ ~~u~Lair~T~ ~ IN1HE ~9~ WFl" L~~I ~AI~~~I~ER ~lo / 6~~t"u~
_ v.<<b , ass 5a _ A I ~ r ~ ~ i i ~ 98, DISTU 5d fl (15) DAYS ~ ,
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1.4313 ~4 5.6 I I 1 ( , _ `5 RCP 9J MI 337.84 -33809 CB28 f8 7.32 0.35 1.6 31 e 21 7 CE28 0,55 732 1.31 31 ,6( ~Ba C82B .0529 0.55 732 O.A 0,9 0.4 Z RCP 5.5 0.8045 338.29 33849 CB29 C5 7.32 0.!0 03 37374 53 36 _ 7 ='MENT BA~AREREI" .THENPPESMAYBE INSTALLED TO THEIR TOTAL LENM. 1 j 95, FEW AAPPROVAL IS NEEDED TO ANY F S
0920_-CA 19 0.55 _732 1.33. L3 13 u 1 KIP 5 R 33 1.90°A 33550 _33575 P 19. _C6 732 9.33 13 3;P33 9.0 11 ~L~~ E.•( GRl -U iTURA i~/ j l l A ! \ / { 1 J 1~ J l ANDVALLBE RECEIVED AS NECESSARy By OTTERS. 1 ` f 1 ( 2' 16, NOTE 7HATTHISPLmOII SWITHTiE NORTH CAROLINA STORMWATER ANO9tEISREQUIRED r®RECEIVE NECESSW APPROVALS To CONSTRUCMON.
5~7 cvo ao 71,12 L FARM °~z 0.54 2.0 2.0 147 15 RCP 10.9 0.5040 36830 319.03 C830 C5 7.32 0.5, 2.0 a_.8 53 \1 DRAWING - NOT
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MI FE=328.0 ~ ~ 0 ~ ~ ~ ~ 000 7 ~ .5 \ '~,r\ \ ~ ~ ~ 7/16 DWQ EROSION/PIPES
\ . r ~ ~ ~ , ~ \ ~ ~ P,ILLW v I ~ . , ~ y 1 ~ . r~ ~ ~ v ~ s~ =m--•- SILT I
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~ , I v A v , ~ ~ UDE~ ~ -10 0 SF Q ~ ~ , 1 ~ ~ ~ ® ~ ~ ~ ~ ~ i ~ UDE~ AREA: .42 AC ~ ~ 340 ~I ~ DR,~VViNG E: - AVENT 9.2- 1i ED. STpRAGE 135 CF ~ ~
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C ~ ~ WILL BE LEFT UNDIST ED. ~ ~ ~ No sKIMt~ NO SKIMN~ER PROVID ~ ~ ~ ~ \ ~ I PROJECT~~:~.~~
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~V ~ V A, ~ ELEV. 328.5
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~ ' ~ I ~ ~ W X 4> L POOL E L E,I AT O I V ~ 4/30 S.S. ESMT. PAST PUMP STA.
~ PIPE INVERTS AT i 4WX4 I
~-~r-- ~ , ~ NORMAL POOL ELEVATION C O N C. B t .8/10 PERMANENT PONDS ~O~IC. BOX ~
~ ~ I t ~ ,~~r - / r 4 P VO INLET L s~R~9~a i I 7/18 DWQ EROSION/PD'ES
V \ V WATER QUALITY POOL ELEV 327.3 ~r:~~v~rmDl~~lr
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WfDE WEIR ; ~ ~ ~ ~ ~ ~ , ~ , ~
5~ EEP i ~ 1 ~ \ ~ ~ ,y; .NOTES: ~ a 1r ~ ; ~ ~ ~ ' ; ' )TES:
P' ~ 5 ~ ~ < ~ ~ 1 ~ A ~ ,ice 1. PIPE INVERTS 16 PIPE INVERTS INSIDE BOX 'ARE AT NORMAL POOL INVERT. INI=®I~I®1~
~ ~ ~ ~ ~ \ 2. PVC PIPE TEE ~H A~ ~ ~ , `~.A ~ ~ , - 3, TOP OF'BOX TC PVC PIPE TEE TOP PORTION TO 6E CLOSED. TOP OF'BOX TO BE OPEN FOR-TRASH RACK ATTACHMENT AND
~ ~ ~ 3 ~ E L ~ ~ ; ~ z{,, - ~ \ ~ ~ f, ~ ' OVERFLOW OF WA1 . ~ ~ ~ S~REA~ ~ r~ ~ ~ ~ 4. PROVIDE 1 THI( JERFLOW OF WATER. PROJECT 0~:
,I \ ~ ~ , I \ ~ ~ ~ y BENEATHTNE NOR PROVIDE 1' THICK CLAY LINER IN THE MAIN POND AREAS -
~ ~A~' ~ ~ A ~ i ' :NEATH THE NORMAL POOL ELEVATION. NRp
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l~ATERSHF~ CTID~I fIEAAI NOTES:
AINif~ THE CO ~F p 1 {~tOVI~ P3~ (NORTH ) ~ EOi1NALENT TURF REINF MAT 1.0' BEI.~RI 9.'DiE PR Ot~ER IS RESPONSI~,E FOR 1/2. ~ I ~ ~ TOP OF CONC. BOX tJV1~~~~Q~~JIW ~®l~~ u
FOVD AS SPECIFIF~ IN THE tIVEt DET~PilO~11 BASIN ~ERATIQN AND f~AINTENAI~CE AGREEIi 4ENi. THE Et~VATI~ OFTHE i~ ~ BERM ON T~ FOREAAAY SIDE, OVERTtiE T~ QF THE AND API TO THE ~ INLET BOX
8. E QUP AND DiSP, OF SEDIMENT FROiu THE POND ®Y THE COI~vACT0.4 M.AY REfRIIRED VtGETAiEO SHELF ON THE SIDE, TH ~ ~ r ~d
COND~lONSW THIBREMOYAL, #4 REBA ~4 WELDED REBAR #4 REBAR ~ I ~~~©~OVU~
3, THECOI~TRAOTOfiB SCHEOULEAPRECONSTRUCPIO~9IYING~PFITHET0IA~OFHOLLY COflf1iER.OF DS S~IMEMTPA31NST0 ENTiNET ddR~DS
9. N DS°A° `B° AND°C°THAYTHE WILLPROUIaETER9 SED OL ANCHOR THE PERMANENT (VHET ON) FOND SITE HAS S A,ND THE PObD HAS SEEN FIEJ.D STAKED. OTE FOR , ANCHOR #4 WELDED REBAR OUTER BAND
JURISOICTION FOR 1NATERSHED PROTECTION AND THEIR HAVE RIGHT WITH DIh9ENSI0NS THAT C~3 FQR SE01 COHPRCL DUR6NG CiKkl. AFT THE 4. THE GOVERN@~ENT HAloING M ~ I I ~ i MIN, 1' OVERHANG ~~EET NAME I ~ ON>CONCRETE BOX
FACCfSSTOTHE ENTVdEtiDETENYlO19PON FOsRINSPECT10~1SANDM~ ENT. SEDIMENTFi~lCTIONIS THE 6E ATEDTODII+r'~110N F~ O ) 12' WIDTH I i
SEST ENT OFTHE ATERCO ASPERTHECONT INLET BOX INLET BOX WALL ELEVATION VIEW WALL
tS4Ci9 FF C9~IJL~ IRF 09ATERLAI Q~~`IFIC~YIO'U~'
POURED f:ONCAEiE SH~1 EE ~~1NIMUP~ PSI 28 DA UNLESS OTHERHRSE NOYED. 1 1.5' 1 a ALL f ~ ~ i i ~ ~ ! I . ~ ao~oo
TYPE III WITH WA Q~S6~1° SEAU3. NJ. REQUIRED MAl AND OF THIS FACiL(IY SHAM ~ THE RES ~SIU1Y OF THE 2 ALL OUTLET PIPES SHALL RCP I
HOti~E ERS TION,WSSPEaFIEDINTHE DEtEN'11~1 TK~d MA! ENT. CLASS' t . I
I ab nag e~riPl ®v~~,a, ,I~~ ~i
9. AIL FILL S~LS FOR 8ECITOHSHALL 6E ~ MA APB COI7PAO~ TO AT LEAST ~ ' ~ I ! ! ~ ~ I
~ c~~~ I IA1 9>;°,S STAN i~OCTOR bRY iiY, AT MOI . NO MA SHAD. 1.1R~T P~dDS ARE TO BE PER AL AS•BUILT Ik110N _ ~ ~ i i ~ I I ~ ; ~~~~I~G ~C~LE
®E USEDINTHEEMISANKMENt ON. SOILS NOTE%FIIBIT81 CANTSHRIMK~ OR0ISP~SIVE ISCOM I'~CRIZ®NTAL;1"-20`
ISTICS. ON~ITE MOTE ENGINEER dYE FOR PLACEt~dl' IN THE ~RP9 2 ILT CER'tiFiCAT10N T011dt~UDE LNEdG ~TIQId l ORY.
.:THE 6EOTECHNIOAL NEER S99ALL ALSO SPECIFYTHE TO BE USED F~ OF FlLL. 3, N0 ~ YVEt3ETATK~ ON B FILL ~OTION3.
PLANNED THE ®ERL~ SECTION THE CAL ENGIN~R SHA4J. SOILS 4. N TO BE ED ~ SEDI TO ~ THE VEGETATION iF USESARE 6
SUIT.... FOR THAT A9O01O?dAl USE AT SUCH TIME AS N IS ~ LONiE:R AS A SERI N,
E I~ A SOILS CO~PACTIOPd TEST SHALL BE CONDUC't®EACH 2~3D SQUARE 5. A CTKNd G IS REQUIRED WI1H THE ~ HOL1Y SpRINOS ~lORTO DISTU 2.INALLFILL OrTH ~M, NOTES: ~A
FEET PERVERTICALfQOT OF FlLL FOR THE NOTES: NOTES: I ~ 7.1
~ S. AN EASEMENT BEPROVf~DF~THE DS°~I AS 1. ALL REBAR 9. NO TREES OF ANY TYPE MAY E®LOCATED ~ THE SF~ CT1O~', 1. ALL REBAR TO BE #4 REBAR PLAN VIEW
1, 12' WIDTH OF BYPASS CHANNEL AS SHOWN ONLY TO 8E USED 2. ALL REBAF 4.FlLL~Af~MENTSHAU.NOTEXCEEDAMAXIP~iUM~UFP. EACHLIFTSI~ALI.BECO;~flN000SFOR9'I}IEENTIRE 7.OMlNER A KET TOTHE f~ FORTHE 3. THE HOT-I BELOW PONDS A, B AND C 2. ALL REBAR AND ANGLES TO BE BITUMINOUS COATED. I - 3. THE HOT-DIPPED GALVANIZED 2"X2"X1/4" ANGLES SHALL BE..WELDED TO THE ~,~_,~,~I
LENGTHOfTHEEMBANKMENT. PLAf~EIt~ENT~FILLFORTHE ~CTTOau,ALI.UNSUiiABLEMA YET ON PONDS. 2. CLASS "B" EROSION CONTROL STONE TO BE USED REBAR TRASH REBAR TRASH RACK. ONCE WELDED, THE ENTIRE ASSEMBLY SHALL BE PLACED ONTO ~
WNO ~NEEDEDVIAPU AND T®BYTHE 3. SIDE SLOPES OF CHANNEL TO BE 1:4 MAXIMUM THE MANHOLE eua~t ®e 8AQ94LICPII®C®PLCf1DCR4VB~.~D0WFl1~f~'i~IFgI1 ~E~~it9Y. 8.1~IE A BEI.Q POQ~, ~ n nniruno n THE MANHOLE RISER WITH ANGLES SITTING DIRECTLY ON TOP OF THE RISER. A hAl!'lJl1D TDACIJ DA(`I! T/1 IAIi [T Dl1V IAIAII AAlITIJ [/111?.CM IAIfV CO M[!1 ~ Yei bd 4'x:1 ~b La
Wviu.Wlwu.vvW/vvv .m vmo~..w•evan me.•.m.~.~. ..~.r...._... T IIIYVI1Vl\ 11 n wi ivn nn.r nnv ~ iv v~~ wn rn~~ rani vvi~~vn~i snvcv _ HOT-DIPPED GALVANIZED STEEL CLAMPS, EACH CLAMP ATTACHED TO INLET BOX BY
5.ADD2-3 LAYER OFTOPSOIL TOEiNMREBERM PRIOR TO SEEDING ILILCHING. HOT-DIPPED rv
6. ONE FOOT OF AMENDED TOPSOIL SHALL BE PLACED ON THE 90' VEGEiATTUE SHELF, FIVE FEET OF THIS IS 4 XT/2 CONE COATING. COATING. CONCRETE ANCHOR BOLTS, EACH CLAMP TO BE COATED WITH A BITUMINOUS TRASH RACK
OUTSIDE OF THE NORMAL P= AND FIE FEEL OF 'MIS IS INSIDE TFIE NOWAL POOL POND BYPASS CHANNEL _ NOT TO SCALE FINAL DRAWING ° NOT
NOT TO SCALE RELEASED FOR CONSTRUCTION

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\ ` ~ ~ ~ ~ ~ ~ ~ \ i„ ~ i i Gl~APHIC SCALE I ~
~ ~ ~ V A ~ ~ ~ P 1 ~ ~J.
'v A 20 0 70 20 40 80 ~®~~NI'`1~ d~~
~ -J T~-; ~ ~ _I----- _ , 2805 TobermoryLane
~ \ ~ v L~__' L _ -I ~ ~ ~P~'~, Raleigh, NC 27606 I . Ph: (919) 818-0180 Fax..{919) 818-9381
\ \ v t ~V ( IN FEET j
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~ w ~ - _ _ , ABOVE THE ~ O R M A ~ ~Ri ~®~9~R~~ CE
~ \ \ I WEIR \ ~ ~ ~ \ ~ POOL ELEVATION i~
~ PIPE INVERTS AT X 4' L - LEMIYS OF ~S"iU
NORMAL P00~ ELEVATION CONC. BOX iZ z C. BOX RORARh'D DITCdI I! ~ NO. DATE DESCRIPTION _
~ 4" PVC I I V LE I ~ ~ 4/30 S.S. ESMT. PAST PUMP STA
Sc r W , r,, i ~ ~ ~ ~ ~ A i ~ ~ ~1 ~ A ~A, l ~ y { ~ WATER QU AEI TY P 00~ E ~E V 331.9 sir ~ s/do PERMANENT PONDS
7/16 D~TQ EROSION/PIPES
y ~ v ~ _ OUT~E C~ IEM SERI N i
~ 30 RCP A , , . ti. ~ ~ < ~I~RM P~~L ELEV 330 h ~ ~ , ~
; ~ l 9
~F ;NE~F 0.5 ~ ~4~_~. ~ oTl~ I WA R ~ 'L TE INTAKE WITH 2 ORIFICE ~
_ ,
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E~EVA TI ON VI E r ~ ~ ~ A .TION VIEW
~ i ~ ~ i i f ~ I \ NOTES: i,
~ ~ ~ , ~
~ V ` ~ ~ ~ ~ i 1 PIPE INV R i ~ ~ E TS NS1DE INVERTS INSIDE !BOX ARE AT.NORMAL POOLINVERT.
' ~ ~ i` ~i ~ \ 2. PVC PIPE TEE TOP F , ~~r ~ ~ ~ ~ ~ I ~ ~ l,./.%'' 3. TOP OF BOX TO BE PIPE TEE TOP PORTION TO BE CLOSED, '
~ O ~ V A - ~ \ OVERFLOWOF WATER. OW 0~ WATER.E OPEN FOR TRASH RACK ATTACHMENT AND ~'I E~
~ ~ 4. PROVIDE 1' THICK CL ~ .t ~ ~ ~ ~ . ~ ~ ~ ~ ~ BENEATH THE NORMAL UIDE 1 THICK CLAY LINER IN THE MAIN POND AREAS }i THE NORMAL POOL ELEVATION.
~E ~ ~ ~ ~ A PROJECT GER: RJB
~ ~ , y ~ ~ ~ r ~ ~ ` ~ ~ A
POND OU y 'O~JD OUTLET STRUCTURE I~~ BY. - ~F
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!N©BGRS,~;~11 R~18~f"Y7f~A! ncatror~l ~It~~: 1 /2' i i
9. THE PROPERTY OWNS LS RESPONSE FOR ~ THE C0~ rP PERI~9Afi~ENT (WEt' OEFENYION) 9, I~OVI~ (NORTH AMERICAN ~ EQUN FERf4'IANENTTU~ REINF MAT 1.0' ~ , 1/2 I ~ ! ~I ~ TOP OF CONC. BOX INLET BOX 1 ®t'7IJ~~ `U' ~ l`~~~J~~
P D AS SPEgFIED IN THE WET 6~6ENTION BASIN TrON AND MAJNTV'C£ A THE ELEVATI~ OF THETOP OF ON THE F Y SIDz, OVERTHE TOP OF THE AND TO THE ' ON I
2. THE ~EANOUT AND DISPOSAL OF SEDIMENTFRO~W THE FOND BY THE ~NTRACTOR MAY ®E REt~lIIRED WHEN VEGETATED ~ THE SIDE.
CONDTDONSW TNISREMOVAL ~4 RE ~4 REBAR ~ ~ ~ ; 4 WELDED REBAR ~~~T~ ~AG"1~®~~~~
3. THE CATJ'rRACTOR SHALL SCHEDULE A PREi~NSTRUCTIO;d MEET 1NG WITH THE TO'dVN ~ tt01LY SPRINt~S WHEN r?aION TE... ~RYY SHIM BASINS TO PE.RfU~IdENT _ ~ ROND$
ND HAS EEEfd D AND THE POND HAS BEEN F~eID STAKED. 1. NOTE FORBASIN BA', °B', AND °C° THAT THE POI'NlD5 WILL PROVIDE TEM SEDI CONTROL' AN CH Of THE PERiMRNEAIT (WET DE11~IitON) PO SITE CLEARE ANCHOR #4 WELDED REBAR OUTER BAND
4. THE GOVT TENT OFFICE HAVING JURI~ICTitkl FCC WA ED PROTECT10aN APdD THEIRASSIGNS HAKE R1GI4T VY*ii H ~ME'NS~IS THAT ~ MEET C,3 FSEDN~rEINT COiViR01. DURING CfION. AFTER THE MIN. 1' OVERHANG I
OF ACCESS TO THE PERMANENT WET DETENTION PONDS F~2 M9SPECTIO,vS AND CE ENFORCEMENT, SEDIMENT FUNCTION IS THE FOND WILL OVATED TO DII&EN~(d MOWN FOR ON CONCRETE BOX
EEST G(eMENTPRACITCEOFTHEST A'IER ASP£RTHECANi 12' WIDTH INLET BOX INLET BOX ~ WALL ELEVATION VIEW WALL ~
Orm ~T c~UGfl i LeeTERIA ~ CiFI ATI INS. ~ i I I_
r. A.U. POURED CONCRETE SHA1L SE MINIMUM 3D~ PSI (2S DAY) UNLESS OTT~ERUYISE NOTED. 1 1.5' 1 ~ ~ L ~ oo~o
ATl OUTLET PIPES SHALL BE RCP TYPE III WITH WAT8ti1GHf 0I1S6~T SEALS. F~a1. REf~JIRED MRI ONS ~ THIS FACILITY SHALL 6E THE SISILlrY ~ THE - ~ I ~ i ©~T~~~~I ~
HO~rE ERS t10N, AS FlED IN THE WET ON BASIPI TION AND ENT. A „ . L ss.+-6u g ~2rPG~6~P ~i I i
E T9 ~ . ~ .
~RbV I)~~ ~h6~ TIZ,4~~71i~A 9. ALL HLL AILS F~ SECTION SHAM DE LTLEA~I, I Pv1ATERl~. AND TART LEAST
AL ILTRE ~ l~'ITON ~ ~ ~~~rt~~.L ~i4b S'f PROCTOR OR7 DENSITY, AT ~'IT MOISTU~ CONiEN1'. NO MATERU~L.,S SHALL 9.lVET ON PONDS ARE TO BE SU AS~BU t~l _ ~ i _I ' I -I--j- ~ ; I6,,
T~ USED IN THE EMSANI~ENT UCTIGN, SOILS 1. PST E~II<NT SIG,~d@F1CAtdT SHRIk'US1fUELl. OR D~~R,SNE IS
CIF3iISTICS.ON~REf~ATECHNICAL~IGINEERSHALL THESOILSF~t ENTWfiHINTHE 2 ILTCERTIFICATI~dT01NCLU~LNING VE(~fTATI~I ORY. ; ~ ' ° RTIC ~
S~ITON. THE OEOIEt~rNICAL FDV SHAL1 AL.~ SPECIFYTI~ DS TD EE f~D FOR PLACEMTMT OF T711. 3. NO YVEL~TATlON ALL ~ FiL1'~CTIANS.
IF ADDITI USES ARE PLANN~UPON THE BERM S£CTI~ THE NICAL ENGINEER SHALL SF°egF`l SOILS 4. BASIN TO BE ED OF SDI , 0 TO DESIf#V AND PERTHE VE(,T:TATi~d f°-~ 6
SURA~E FOR THAT ADDITIONAL USE. AT SUCH TIME AS BASIN ~ ~ LONGER NEEDED A8 A SEDI BASIN.
2 IN ALL F@LL A,FEAS OF THE EERM, A SO1LS tAMPACTIO±N TEST SHALL EE CCNDUCT£D EACH 25D0 SQUARE 5. A UCTI~d P~,EEIING IS REQUIRED THE TOWN Of HOLLY SPRINGS TO LAND DrS1U NOTES: L~~T~ NOTES:
FEET PERVERTIGA~FOOTOFFILL FORTHE . NOTES:
3, N TREES OF ANY TYPE MAY LOCATED ON! TTY EERft7 SECTION. 6. Ayr EASEMENP BE PROVIDED F~THE PONDS' @~AI AS 1. ALL REE 0 1. ALL REBAR TO BE #4 REBAR PLAN VIEW
1. 12' WIDTH Of" BYPASS CHANNEL AS SHOWN ONLY TO BE USED 2. ALL REE 4, FILL ~ NOT EkCEED A M.AXIIMUR9 S' LIFT, TEACH LJFT CONTINUOUS FOR THE ENYBBE T. OY~s l6d A KET ACCESS TO THE EtTT CE ENT FOR TIC BELOW PONDS A, B AND C 3. THE HO' 2. ALL REBAR AND ANGLES TO BE BITUMINOUS COATED.
LEEN(~raFTHEET>d . ®EFORE ENT OFFiLLFORTT~ SECTION.ALLUNSUITABLEM,ATERIAL WET CLASS "B" EROSION CONTROL STONE TO 8E USEO REBAR THE REBAR TRASHDIRACDK.G ONCEIWELDED,2THE ENTIRELASSEMBLY SHALLLBEDPLAOCEDEONTO ~ SHE ~~~5~~
THE MANN( THE MANHOLE RISER WITH ANGLES SITTING DIRECTLY ON TOP OF THE RISER. -
SHALL BE REMOVED AND THESURFA,CEPROPERTY PREPARED FOR THE FILL PLACEMENT. 5. THE PONDS SKALL BE ATEREDBELOW NCWIALPOOL, IFNEEDED, VIAPU PROVIDED AND OPERATED BY THE OWNER 3. SIDE SLOPES OF CHANNEL TO BE 1,4 MAXIMUM 4. ANCHOR 4. ANCHOR TRASH RACK TO INLET BOX WALL WITH FOUR `EQUALLY SPACED
5, ADD 2.3 LAYER OF TOP SOIL TOENTIRE BERMPRIOR TOSEEDING/Mi ULCHI G. HOT-DIPPE 4"X1 /2" CI CD HOT-DIPPED GALVANIZED STEEL CLAMPS, EACH CLAMP ATTACHED TO INLET BOX BY 4"X1/2' CONCRETE ANCHOR BOLTS, EACH CLAMP TO BE COATED WITH A BITUMINOUS,
6. ONE FOOT OF AMENDED TOPSOIL &VtLL BE PLACED ON THE IV VEGETATIVE SHED, FIVE FEET OF THIS IS COATING. COATING, TRASH RACK
OUTSIDE OF THE NORMAL, POOL AND FIVE FEET OF THIS IS INSIDE THE NORMAL POOL, POND BYPASS CHANNEL NOT TO SCALE RHAP DRAWING a NOT
NOT TO SCALE RELEASED FOR CONSTRUCTION

t I ~ I 1,~
1 ' f 1 ~ f i 1 ~ i I , ~ , ~
~ ~ ~ ~r .,D--F~t~--FER , ~ ~ GRAPHIC SCALE ~ ~r _ ~ ~
~ _ zo o ~o ao 'ao so ~~I ~~~~>;,r'~,~C~ ~ ~ _ ~ I ~ i i
. 13 - EVEL ~ ~ ~ _ 1 i I_ _ , 2805 Tobermarq Lane
~ ~ . ~12 I DER L! - _ _ ~ - ~ I ~ I Raleigh, NC -27806. Ph. (918) 818-0180 Fas.-.[phone]
1 `~y. , ~ ASP EA a 1 . ~ , ~ I V ~ ~ ~ . , 1 div FEET ' 1 )
'v W R _ ~ i ~ ~ - ; ~ , \i i inch = 20 ft.
\ , r.
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~ ~ ~ l' ' t TOP OF WEIR SET 1.9' ~ ~ u~~~l~ tEM DNER~ON~Tgt I ' IQO.' DA
~ i r I ~ ~ ~ a. r ~ ~?I -i i i ~ TE DESCRIPTION
m ~ ~ ~ \ \ A B OnVE THE N O R M A ~ ~/3D S.S, ESMT. PAST PUMP STA.
~ PIPE If~VERTS AT r v ~ ~ 4W X 4L ~ X n ~ ~ O O ~ E ~ E VA TI O I V tT ~I ; 8/10 .PERMANENT PONDS
~ ;:I I A ~ ~ NORMAL P00~ ELEVATION `t 7/16 DYVQ EROSION/PIPES
~ CONC. BOX ~1C. BOX 4" PVC INLET " ~
/ ~ ~ i~ t r ~ ~ r
~ i A \ ~ O ~ I ~r . ~ , I v WATER :QUALITY P00~ ELEV 325.:3 ,
, ~ ~ ~ ~ 9 9 ~ , 1
; v / ~ ~ ET \ , , ~ ~ - CP OUTL I < 30 R ,
i I i - ~~BM P~~i E~EV 324.0 ~ !
H E
LF ~ , >HELF 0'S~ WATER INTAKE WITH 2" ORIFICE 1
II , . ~ ~ ~s.f 1.5'
y, 1 = i ~ 2.0 MIN. FROM
~l ~ , ~ ~ ~ ~ ~ INV. TO BOTTOM ~ ~ R ~ t~`j ~ 3:1 SLOPE
I ~ ~ i ~ 'u. I ~ / ` , , ~ I < .
s / / I ~ ~ /
~ ~ A ~ i i
i ~ ~y ~ ~ j I ~ . ~ ,
v ~ - ~ ~ ~ ~ ~ ? _ , ~ ~
i ~ < < ~ ~ ~
„ y ~ ~ ; ~ ELEVATION CIE v~ ~ ~ ~TION VIEW IL!~
1 ~ ~ 1 ~ l S ~ ~ ~ ,
~ ~ ~ ~ ' j NOTES: ;i % ~ ~ - ~ A ~ \ ~'j f~R~~~CT 8~~0~1®~
~ ~ ~ ~ ~ \ 1. PIPEINVERTS INSIDE. I' ~ ~ , ~ \ ~ ~ INVERTS INSIDE .BOX ARE AT NORMAL POOL INVERT. ' I
~ \ i 2. PVC PIP P ~ ! \ j ~ E TEE TOP \ ~ 50 ~ ~ i-, 3. TOP OF '.BOX TO BE i PIPE TEE TOP PORTION TO BE CLOSED. ~ I ~~OJECTV~ ~I~ OF '.BOX TO BE OPEN 'FOR TRASH RACK ATTACHMENT AND
F. 323. _ , ~ S~ ~ OF ' OVERFLOW OF WATER. OW OF WATER. - DRA ®Y: AJE
::324.0 t 4. PROVIDE 1 THICK CL VIDE 1' THICK CLAY LINER IN THE MAIN POND AREAS
~ ( ~ NORM J BENEATH :THE NORMAL ~ ~ ~ 324.50 F SHE ' 'H THE NORMAL POOL ELEVA710N. i 6Yt
.I TOP ~ ~ \ \ i 1
1 ~ A ~ ~ ~ POND OU 1 A ~ ! ~ l ~ , DOND OUTLET STRUCTURE
1 ~ i ~ V \ ~:>a,, A ~ NOT TO SCALE -
1~ ~ ~ ~ A ~ ~ / ~ , ~ i i
' \ 1 ~ ~I ~ ~ ~ i ~
F ~ ~ 1 ~ I ~ ~ 1 ~ ~ A ~ ~ I. ,I~ i~~, ~ ' ~ ~~~r
~ _ ~ ,A 1 ~ , A ~-3.~ ~~u~? ~ ~ ~ i
~ ~ ~ ~ ~ ~ % ~ ~ ~ I ~ I
~ ) I
~ \ , i'
~ A~ ~ 1~ i~ /
17 99~,~`"~;,; ~ \ /

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i
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1 ~ ~ . ~1 A _ 1 , - / ~ - _ ~ ~ ~ I ~ ~ ~ ~ i ~ c 0~'
\ I ~ _ ~ ~ ~ 'I
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' ~ ~ - t ~
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T~ ~
~ ~ ~ ~
~ A ~ ~ ~ ~ ~ I t,,~ '
y
q BETWEEN fORF~AY 1~ M&1N R~1, N07ES
1 /2' i' i .
I FORMAiPc~AiNING THE COM F4ANENT (WET DETENtiON) 9. TIDE P~ AMERICAN GREEN) OR EQUNALEN'T TURF AEINF MAT FRO„4 9.S ~I.OYd 9. THE PROIsER1Y OWNER 3 1/~~ I T I I ~ TOP OF CONC. BOX T ~®~~T
POND AS SPECIFl®IN THE WET tai BASIN QP~4TION AND CE AGREEMENT. THE ELEVATI~! ~ THE T~ ~ 8ER47 ON THE FORAY Ste, OVBt THE T~ ~ THE ~iD TOiHE ~ ~ INLET BOX 1~ ,
ti. THE idOUT AND DISPOSAL ~ SEDIMEPdT FRCY't9 THE FOND 8Y Tt~ 1'~AY DE REQUIRED NfHEN 4TEGETA'TED SfIEI.F THE MAIN POOL SIDE
CONDTDONS WARRAfdT THiS R~S90VAL~ #4 REBi #4 REBAR #4 WELDED REBAR I ~~tJ~~~A
3. THE CONTRACTOR SHAil 34YriEDUR~ A PRECONS'iRUCTTQN MEETING ~lTH TiTEE TOWN OF HOMY SP€UNDS WHEN + oON ~ PONDS FROA9 Tr<M~~T~'! $EDIM~~' SAQINa TO a~~T Vt~' D FIELD STATCED, 9. NOTE FQRSASNd PONDB°A' AND `Ca THAT THE FOrHD31NILL ~OVIDET~IY!~YMENT ANCHOR 'ANCHOR ;#4 WELDED REBAR
THE PET@!T>PA~lE6YT {WtY DPTEiYiION) PO+dD SITE HAS BEEN C1.EAREO AND THE FOND 0~ SEEN OUTER BAND I ~ i i ( ~ MIN. 1' :OVERHANG ~
4. EGOVeRNM~ENTOr ICEHAVINDJURISDICTI~u''FORMA PROTECflONA4dDTHEiRASSiGNSHAVERIGHT WiTFIDI IONSTHATARE ON SHEETC~FORSEDIMENi DURIND ON.AFfERTHE TH ~ - ON CONCRETE BOX
OF AC~SS TO Ted ~ W~' DTI FONDd3) FOR INSPECTIQN3 AND La~9Nl'ENANCE ENFORCEERC~'f'. ~DI~dT ON I8 THE POND WILL DE RENOVATED TO DIMENIONS! SH FOR BEST ENTPRSOTICE~THESTORMWATER ABPERTHEC~+'~ITOURB 12' WIDTH INLET BOX INLET BOX
WALL ELEVATION UfEW WALL ~ I ~ n~~
OUPLEI' UC~.I~E ~~AT~IA9, SPEf'JFICAT~IS: 1
9. ALL POURED CONL~ETE SHALL BE MNdI 3~ P812S DAY) UNLESS 0TH NOTED. ST~~EN(OF 91lltY 1 1, 5' 1
F. AFL CUPLET PIPES SHAH EE RCF TYPE III YAiH tNATER]1GHT D ALL REQU MA! CEAND I CTIQ'~S OF THIS FAGLITY MALL SETI~ ~ ~ THE Ti~I,AS~ECIFIEDiNTHEWe ~ N TAI ~O ENT. C ASS "B'"d i I ;
L ~ P ~ ~^i! ~w.O C~~lu^rv'ni cD~CiFiC^TiO,~e. II
I
1. ALL F51~IL8 FOR ~CflON SHALL BE CLEACB, {P~FE~~9 AND COMPACTEDTOAT LEAST ~Y DRA i~ _ ~ ~~~d~G ~C~E
~~ST ~6L9UP~DRYDENSTTY,ATOPTIMUM . NO MATERIALSSHAl,I. 9. P~D3ARET08E PER ALAS~8U5.T ENTS ~ ~ I I ' I ~6~, - ---F-;- i ~ ~CG~~~ONT~9~m~~°
®EU~DWTe~ CONSTRUL~TON.9dL3 F~'PE><FIiSITSIL~ I ORRIS 18 . _i.~!__-
0 ST9CS. GEOTECHNICALENLU mil THE~'~LSFOR WiTHLNTHESE~'.9 2AS~UILTCERTIFlCATIOPdTO LMP4(i ATIONI I I 'I ~~~49CALe 1®-2'
~CYTON. THE GEOTECHNICAL ENGINES SHA1 ALSO SPECIFY THEM TO SE USED FOR PLACEMENT OF FILL. 3. N0 TREES ~ YVEt~EI'ATION ALL ON FE1 .
i~ d~DDRTONAl USES ARE PLANNED UPON THE 8169 SECT1~1 T1iRL~EOTECHNiCAl d'dGINEER SHALL SPECIFY SOILS 4. TO CLEAN®~ SEDEWENi', TO fIN~. AND PERTHE VEGETATIINd 6
8UITA@LEFORTHATADDtTiONALUSE, ATSUCHTIMEAS ISNOLONQER ASA~D1MENiBASIN. 2. INAIl FILL AT~EAS OF THE ~ A SOILS COMPACTi~B TEST SHALL BE fX1NDUCTED EACH ZED SQUARE 5. A STRUCTION MEEtING IS REQUIRED iVfiH THE TOi~d OF HOLLY ~IORTO LW~ DISTU CE
F NOTES: FEET PERilERT9CALFOOTOFF[iL ~T~ . NOTES: ' ~
NOTES: OF ANY TYPE MAY 6E LOCATED O?J THE BERbI.9 SECPION. 6. ENT SE PROVIDED F04THI: FONDS MAi AS 1. ALL REB AF 3. NO TREES 1. ALL-REBAR TO BE #4 REBAR PLAN VI W ~
1. 12' WIDTH OF BYPASS CHANNEL AS SHOWN ONLY TO BE USED 2. ALL REBAf 4. FILLFLACEMENTSHALLNOTEkCEF~AM,{O(9MUM9'LIRt. LIFTSHi~,LBECONTiNUOUSFORTHEENTTRE T. ABtANI~?ACCESS ENTTOTHE MAI ENTF~tTHE 3. THE HOT- 2. ALL REBAR AND ANGLES TO BE BITUMINOUS COATED.
BELOW PONDS A, B AND C LENGfl~OFTHEEMDAN16NEdT.BEFCREEFiACE6YiENTOFFiLLFTHE9SECTid'di,ALLUNSUITASLEM.AiEP,~ tKEI' ~D3. 2. CLASS "B" EROSION CONTROL STONE TO 8E USED REBAR TRASh 3. THE HOT-DIPPED GALVANIZED 2"X2"X1/4 ANGLES SHALL 8E WELDED TO THE ~ „W,~ REBAR TRASH RACK. ONCE WELDED, THE ENTIRE ASSEMBLY SHALL BE PLACED ONTO
3, SIDE SLOPES OF CHANNEL TO BE 1:4 MAXIMUM THE MANHOLE SHAH ®E REN4OVED AND THE SURFACE FROPERIY PREPARE FQRTHE FlLL PLACE6t9ENR. 5. CIE PONDS SHALL 8E DEYdATERED NO~u ~ IF ,VIA AND TED SY THE THE MANHOLE RISER WITH ANGLES SITTING DIRECTLY ON TOP OF THE RISER. ~i
4. ANCHOR T 4. ANCHOR TRASH RACK TO INLET BOX WALL WITH FOUREQUALLY SPACED ~ ~ unr_niorrn rni vnnu~rn c~rcri ri nuoc cnnu n~ nun nrrxnurn rn inu nT nnv nv ~ ~
b. NlJU ~3° LkYtli V3' I ~t3lH'~ t V C9<9101e ~Pd11tY CTUIRt I u e~P.6fiYGC41hV4U69rP~iltl17 4 X1 /2" CON 4 X12° CONCRETE ANCHOR BOLTS, EACH CLAMP TO BE COATED WITH A BITUMINOUS ~i
6. ONE FOOT OF AMEND TOPSOIL SMALL BE PLACED ON THE 19 VEeSTATIVE SHEW, FIVE FEET OF THIS IS COATING. COATING. TRASH RACK
OUTSIDE OF THE MORN POOL AND FPVE FEET OF THIS IS INSIDE THE NORMAL POOL POND BYPASS CHANNEL NOT TO SCALE NOT TO SCALE FINAL TRADING ° NOT
RELEASED FOR CONSTRUCTION

r-l _
GRAPHIC SCALE i ~ ~
~ ~J
,o o s ~0 20 ao CC'6d~"~P=`1'IN~ i i ~ i i _ i
_ _ _ _ 2805 Tobermorq Lane
- - - _ ~ I L_~s1~ ~ I ~ Raleigh, NC 27808 j_ Ph. (919) 618-0180 Fax: (919) 818-9381
(IN FEET ) ~,rf ~r~ t~
1 inch = 10 ft, ~ ~ '

I~ ~

V u 3~ l!
a. ` ~ ~ n
0 ®®0® Q ~
350 POND 99A,9 TURF RE~NF.
®

MAT ON BERM

®
10' DAM 5' BERM 3:1 MAX. SAX e ~a
~o
PE
329.50 SCOPE 328.00 FORE ~I ~~ros
- - NORM. POOL 326.00
NO. DATE DESCRIPTION
- 0 4/30 S.S. ESMT. ;PAST PUMP ST
SHED 326.5-325,5 322.00 8 10- PERMANENT PONDS
. ~ 7/16 DWQ EROSION/PIPES

31 6.00 FOREBAY

3:1 MAX. MAIN POOL ~--1' THICK 68'X18'X6'
___SLOPE _ N90'X6.5'X10, _ CLAY DINING A _ BERM ELEV. i',
i

AT NORM. POOL (TO f~ORM.P00~) I

300

10+ 00 11 + 00 1~-~00

i ! P CT i1~61R9AG R,@E
350
0
POND "By9 TURF REINF. 2:
MAT ON BERM S 5' gER _ _ R DAM 334. 0 332.00 SORE J L O I ~ ~ O R (,}~q°~ ~T~~S\~ F~~( NANO E: A
_ _ _
ROAD RAD ~ ~~~o~ ;

- NORM. POOL 330.00
BAY. r , ~
SHELF 330.5 329.5
324000

320.00 .

3:1 MAX. MAID P00 ~1' THICK FOREBA 7REBAY

X34'X8'
SLOPE_ ~ 100'X6.5'X.1.0.' CLAY LINING _ N50'X34' AT NORM. P OL (TO NORM.P 0L)
A~ BERM E 300 RIB E~EVa

10+ 00 11 + 00 o ~
~i ~ ~

350 POND 99C" TURF REINF.

MAT ON BE M

3 a 1 SAX a

10' DAM 5' BE M S 0PE

327.50
326.00 FOR N 0 R M. P 0 L 3 2 4.0 0 SORE o~~~

- BAY BAY
SHE~~ 32 .5-323.5 .318 00
3: ~ MAx e ® ~9~~G~SC E

~'®8116661®I1R~: ~ i_
SLOPE 313.6
= 0 R EBAY ~ RTC e~~®,oa
__M IN_ OQL__ _ 1' THI K _ _ _ ~ORE ~12 'X80'X10' CLAY WING N50 X3 AT NORM. P00~ (TO N RM.POOL) AT BERM 9.. 9......'
0 X36 X8

~ER~ E~E1/o

300 SHE ~~~EE~
~ n n n 1 1 (1 (1
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EEC P L °o° - I ~ . c - + w.~.~y..,..a ,n „ c- a h,, -
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• . . . 1~~ , - , , It „ .__,e„~_r . on ~,,,-p „Jn
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100- ° • d~~ 10 -SR _ _..w
• . 125- '
99 99 1 8-SP 3-[7N 25 SP _ -BB I I 7- SP M~~
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25- o 0 0 0 .
4-VI - o0 00 r.. . 9 o0 00 ~ s z
BA 00 000000 ~,.-,-M ~.,w. _ 6 f
4'~ ° 6 : 6 ~ 00 0000 °
~ BB o00 00 , o 0 0 0 0 .....w~
R A ~ ~

~ ~ PLANTING DETAIL OF POND "B" / ' ° , PROJECT INFORMATION
5-MN • w
SCALE I" = 20•
I00-C PROJECT MANAGER: RJB
8-VI I DRAWN BY: TMT
3-V ~ APPROVED BY: RJB
s~ ~ ~ ~ I DRAWING NAME, AVENT-1.2.20080610
n 5-r9N U 4 MN
9-BB, q f1N
'5 A 70-
- N PROJECT NAME . 0 ~P
~ °
Y,1„y~ ~~n ,,..n r 8-SPB ' " ° STONEMONT r ,
9 6=B .,,~I.h ~ PHA E -
- ,m e• . 6'B ~ i ~ ~h"~ 60- G S S 1 VF+~ n ,i p
PC p` ~-VI ,~1.
12 SG 12 SG

P A I L NT NG DETAIL OF POND A -BB 3B ° -BB
5 ';nxi°
SCALE: I" = 20' ,y~3 m~'
,,ym,4 3 A h~,,,nn,,% . 5-B
5 SPB
HOLLY SPRINGS
Gf20UNDCOVER LEGEND ° T R L E~ ° ~ = NORTH CAROLINA
' ` 0 00 ,.„,F'^,a(uS,,,, -SPB
Iris it , -BB _ v glnlca (I) . c 0 0 0 0 00 00 00 i
,••,JIIUy, : + • °J4 mh, 0 0 0 0 ° „ y ' ~ o0 00 00
I ? ? 111 4 0 0 0 0 0 o OWNER r ~ nin
Panicum virgatum (SG) ~ ~ 00 00 00 150-CF '•m x' 0 0 0 0 0 °
-5 / 00 0 0 00 o o IPG
/ / . / Sclrpus pungens (SP) 0 00 ° o0 ` o o 00
° ° ° q0-SP STONEMONT LLC
0 0 ° o0 5-f1H
Juncos effesus SR CONSTI2UCTEI) WETLA~it7S`PLAt1T LIST i ~ ~ ~ i r r r ( ) ,y 0000 0 0000 v 0 00000 9 0 000
_~~L r1~~ KEY BOTANICAL NAME Cdh1MONNAME SIZE 1 00 0 0 ° 7-BB
ItddT QT'1. s CAR i : N ~ 00 0 0
~4 S1l~x n~hra Black Wi.11a« ;'-h' FLl . B&B ?1 ~ ~ ~ ° ~ ~ ~ 0 ` Asceleplas incarnate (S~1) -CF J~ 00o EE 00 0 00
Sf B Clethra arn~baha Sw~tI'e eibush ~611II't. Cont. 1'a' P~ ~A ' 1aP ~ ~ °°o°o°°°°°°°o 0 0 ~utn,
1T Vitaurnumcassincaides Northen~ Wild [raisin >6" Ei I. Cont. S8 0 o°o°o°o°o°o°o • w y . °o°ooo°o°oooo Lobelia ddrdinalis (CF) '-,n„,,~ -SPB ° ~"'°h- ' -B 140 TOWERVIEW COURT
BB CeEahaiantus oceuinetahs Bnttanbush 36" 1-IT. Cant I~14 ' ~ ~ • - 0 0 0 0 0 0 0 _ , ;~„n y V
11H 1-1rbiscus ma•, •h tus " - - C~ , ~i eu Mardil-I.~biscus IS -•k I-I1'. Cant. III _ ~ 'I- 7L~.1 ~ IDO-Sf'I y,„~
_ • to _ . ~ - 7-M 6;1 Berher~s thurrber~n Barlaerrv i B"-24" HT. Cont. 9i - . ~ NORTH CAROLINA 27512 ,,,,,n q-SPB
I Iris virl;lnca Southern I31ue I~Lai; Iris 1"Gal... Cont. ' ~45t1 ~ ~ ° , , - ~ m1~~,'' V
SCI Panicum vtrl;atum SLVitch~rass I" Pot ' Cont. ~19U • q-vl SHEET NAME
e ° ~ SI' Scirpus }~unl;ens SoFtStena Bulrush. I" Pot ~ Cont. 555 ~ - • ° -SP
SE; luncus`efte~sus SaftRush ~"Pat Cont 3a ~ ~ • . ,.5 , ~ ~ n"~~°'° LANDSCAPING
~~1 Esc , . , , , , ~ ~ , ele 1as mcamate Swam lvhlk~eed ~1 Pot Cont. lU0 ~ i M • ~L
C1= l~obeli , ,1 1~~ 1 t i i i i L L~ L a c.ard>nalrs Carclrnal. Flawer •I Pot Cant.. b1S I y,~,,,,~.. ~ ti PLAN FOR PERM.

5 B PLANT SOURCES:,-ALL PLANT MATERIAL SHALL COME FROM LOCAL'NURSERY ° ~~ETENTION PONDS
0-S STOCK. IF A SOURCE FOR A SPECIFIED PLANT CANNOT BE LOCATED, LANDSCAPE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT FOR A SUITABLE 0-S ~ , ° 5-BA +v~~8° ,
SUBSTITUTION. • , r``~ a, „,o ~ .
NOTES: " ' ' ` DRAWING'SCALE
-B MAINTENANCE PROCEDURES: WET POND 1-THE TOP OF THE BERM ANC THE EXTERIOR SIDE SLOPES SHALL BE SEEDEC WTIN CENTIPEDE GRA55. ~-a e°'nu, FVICGDFi n
2..-THE VEGETATIVE FILTER STRIP SHALL BE SEEDED WITH CENTIPEDE GRASS, I IMMEDIATELY OFTER THE WET DETENTION BASIN 15 ESTABLISHED ~ .n.,, HORIZONTAL,1 =20 ' ' . " 3-5P8 VERTICAL:1"=20'
3, N0 TREES OR SHRUBS SHALL :BE PLACED WITHIN IO FEET OF INLET OR OUTLET PIPES, OR MAINMADE DRAINAGE STRUCTURES THE PLANTS ON THE AQ AT ' U IC SHELF AND THE PERIMETER BASIN SHALL -VI SUCH AS SPILLWAYS OR FLOW SPREADERS. BE WATERED TWICE WEEKLY IF NEEDED UNTIL TN
4. PLANTINGS SHALL NOT BE PLACED ON BERMS , E PLANTS BECOME 9 9 5. LANDSCAPE CONTRACTOR 15'RESPONSIBLE FOR VERIFYIN A ESTABLISHED. IN5PECT WEEKELY FOR A MINIMUM OF 6 WEEKS. -VI "w' S-V1 F
G LL .PLANT QUANTITIES AND"SHALL BRING ANT DESCREPANCIES TO 2. AFTER THE INITIAL FERTILIZATION AT THE TIME OF PLANTING NO THE ATTENTION OF THE LANDSCAPE`ARCNITECT. , d°m ^"fo
6: SEED SHALL BE APPLIED AT THE RATE SPECIFIED BY THE MANUFACTURER. `IF PLANT E A FURTHER FERTILIZATION SHALL OCCUR FOR THE PLANTS ON THE AQUATIC ST BLISNMENT CANNOT BE ACHEIVED SHELF. WITH SEEDING BY-THE TIME OF SUBSTANTIAL COMPLETION OF THE STORMWATER FACILTY PORTION OF THE PROJECT, THEN THE 3. STABLE R N ' ~ DATE t
CONTRACTOR SHALL PLANT THE AREA-WITH WILDFLOWER 50D, PLUGS, CONTAINER PLANTS`DR OTHER MEANS TO COMP G OU DCOVER SHALL BE MAINTAINED IN THE DRAINAGE ARE LETE THE TO REDUCE THE SEDIMENT LOAD TO THE WET DETENTION BASIN. OVER
SPECIFIED PLANTINGS AND PROTECT AGAINST EROSION BEFORE WATER IS ALLOWED TO ENTER THE STORMWATER BMP FACILITY. SEED ALL BARE SPOTS TO EN SURE A DENSE COVER. ° ` 7, ALL NEWLY PLANTED PLANT MATERIAL SHALL BE PROTECTED FROf1'INVASIVE WEEDS AND"ANIMAL DAMAGE (STAKING, 4. IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO ° - • n,~ • - o „nr,,,'y mPP
NE i TING,` ETC.) TO ENSURE PLANT .SURVIVAL. PERFORM MAINTENANCE, THE FLUSH OF THE SEDIMENT THROUGH TH
8: ALL: STAKING .SHALL BE REMOVED'WITHIN 12 MONTHS TO PRtVENT GIRDLING. EMERGENCY DRAIN SNOUI_n AF MINiMi~Fn m TuF MdYIMIm, cvrc~iT E All of AAITI- ~IIArI In,,r a n vi-... _ SHEET Nl1MRFR ;
- D AGAIN AT THE END OF THE 2-TEAR POSSIBLE. WARRENTY PERIOD, ALL PLANTS THAT DO NOT SURVIVE SHALL BE REPLACED.
5. ONCE ESTABLISHED THE NET DETENTION POND SHALL BE INSPECTED 10. ANY SOIL AMENDMENTS SHOULD BE ADDED AT THE END OF THE SITE CONSTRUCTION PROCESS. THE BMP SHALL BE ON A MONTHLY BASIS AND WITHIN 24 HOURS AFTER EVERY STORM
PLANTED AND MULCHED IMMEDIATELY AFTER AMENDING THE SOIL TO STABILZE THE SITE AS SOON AS POSSIBLE. EVENT GREATER THAN 1,5 INCHES, 1, SHALLOW WATER PLANTS ARE BEST PLANTED BETWEEN APRIL I AND "JULY 15. AVOID WINTER :PLANTINGS. G. RE it
CORDS SHALL BE MAINTAINED OF ALL INSPECTIONS AND PLANTING DETAIL OF POND C 2. THE PLANTED SHELF SHALL HAVE 1 =FOOT OF TOPSOIL ADDED TO ROUC-N GRACING TO REACH THE FINSINED GRADE AS MAINTENANCE PROCEEDURES. THE RECORDS SHALL KEPT IN A L-3
SHOWN ON THE PLANS. KNOWN LOCATION AND MADE AVAILABLE UPON REQUEST. FINAL DRAWING • NOT
SCALE: I° = 20' RELEASED FOR CONSTRUCTION

NDrES:
t. ENTRANCE-CONSTRUCT 3}iEFNtRPHCE TO THE SLOPEDRAIN OF A j I
STANDARD FLARED-EtJD SEOTIOH:OF PIPE WITH A 64D111H1~:6-INCH W A1ETAt TOE PL47E (CROSS-SEG?ION vlEbq, vAkE ALL FRTINOS WATERi~k1T. I , ,r
A STANDARD T-SECI'~d Flf1NlG MAY A150 BE USf]1 AT TH e~E1'. 4' 2. TEMPCRAAf :,.ERALLY l~E AN FARRiEN.DAE1L510H WIRI In. 2/3W.. TYPICAL RIP RAP CfI~INEL I ~1~ I CONSULTING
A DIKE RIDGE:TOD~CT:SUAFACE RUNOFF MTO THE 7FAIPORARY SLOPE.DRAIN. Dlke M0.t(E OF.THE' OVE4 THE DRA1N CONDUIT A NINDAUAf OF 1.5 FT - ~ i - ~ ~ e ~ ~ - ~~°~T THE HEIGHT . , d ' 28D5 Tobermory Lane
AND AT LElST 6 dNCHES tOGNER THAN THE l~DJD1NNG RIDGE ON ERHER SIDE THE IAtYEST POWT OF 1HE:OrYEA90N RIDGE SHOULD BE A MINIWUY OF t Fi •k";~ ,~-,..c.- ,,;1..•.t:°~:::'- 51 a a" tc 1Z" _ Raleigh, NC 276D6
A80vE 11~ TOP ~ THE ORNN SD THAF DESIGN FLOW CAN FREELY ENTER THE PIPE HOId-down Stokes + 3:1 18° : ; ~ 1. A A 3. OUTLET PR07EC11DN-PROTECT THE OMFT OF THE SLOPE DItARd FROM EROBON. 6• r`~i: I A II Ph. (919) 618-0180 Fas.-(919) 816-9361 PIPE
rt f ~ I ;sT+;+, .•,r•'..^•, - t1LTER FABRIC OR a:~s•; ~ r , ° µ GRAVEL BEOD@!G FlLTEP, FA6R~ OR ~ PIPE i
e•..,. ~ I~AYEL BEDDING tD.
.~-•,=1) i-I I ~ LIC-sH NE t~wl~s ~C~C~Nj~pRAiN RA EZ 3 TIMES I.D. 1C~ 5pacin9 {SHAPED BY BULLDOZER)
~ - - _ ---III-III_ ~ = _ = -
. I I_I I I~I ! ~I i l I I-III-1 I I_I Plosbc _ I. ~ , , • T-1 I I-III-) 11- NOTES: Corrugated I ' 1. C= THE LENGTH' OF THE RIPRAP APRON. I '
I h nlst t. TO BE USED WHERE EXCESSNE SNRMWATER Plpe ~ - I --I VELOC61E5 PROHIBIT VEGf:7AT[YE:UNDdGS. 2, d = t.5 T€A4ES THE blIIJtINUN STONE DU~METER HUf NOT ' i ~~rr' ° ~ ~ P N V~ LESS TrwN s' {irtonos). ~ ~'5~~ S~;~~~
~ II- .~u~ W , v ~ I 2. SEZE OF STONE MUST AE DETERMINED BY ~ ' n ,
t9 ~ - 'r ..a ~M,........... ( _ APPROPRUTE DESIGN PRLKEOURE. Stabilize r~ ~ Im~ I j d t. L =THE LENGTH OF THE ttIPRAP APRON 3. IN A WELL DEFINED CHANNEL ExiF?dD THE AWtGN Up THE ~ Q` OF THE RIPR4P APRON. CHANNEL BANKS TD AN ELEYATIGN OF 6' (inches) AHOVE t ® % "E ~
Outiek I 6 ~ @ ,,u~ ; " •r~~•,,. I 4" to 72' 3. DIMENSIONS FOR d ~ W VARfE5 ACCORDING TO THE MAXIh9UM TAILWATER DEPTH OR TO THE TOP AF THE , HANK, VPFLCHEUER IS LESS, i ~ Q 1E MAXIldU3d SCONE DiAItEtER BUT FOT ~ L a v
-I is'"•~ tia:. ~'r ~ 18° DESIGN. 2. d = t.5 AMES THE MAXIMUM SCONE 1XP I W e +"y ;='r.;': ~ I LESS THAN fie (Inah~). I=~ FLTER FABRIC OR 4. RIP itAP tIEPM A.S PER DESIGN OR.REFER TO ncha)' - 4. A FlLTER HLANKE6 OR flL1ER FABRIC SHOULD BE m ~
- - @ I ~ u+a v ;m,~ r~,... GRAVEL BEDDING TABLE 3. A FiLTER B1ANKfT OR nLTER FABRIC SN 1 I I=1 I lil I I~ , INSTALLED BETWEEN THE RIPRAP AND 9 EN THE RIPRAP AND SOIL FOUNDATION. INSTALLED BETWEEN THE RIPRAP AND SDIL FOUNDAS'il~7. ~j,Q•®Fj~G,(, ®®s OR FlLTER FAHRIC Shh3ULD BE PIPE I Sd 1a1frlPPd ®ee ®®0
I•,--i I I°°I i I~-..~ ~r + PIPE L ~~~~m
4' min =by;,,, . V-SHAPED"=WATERWAY WITH STONE CENTER DRAIN Ie01E .level seckion uy' ' ' ~.y,,~ {SHAPED 8Y MOTOR GRADER}
. STONE CLASSIFlCATION RIP:RAP DEPTH . Vi M...,?..•.•. d ~
- 8 t8"
wr1 • ~rOSS-$eC{Ion VIBW CLASS t Za• I''~
PIOn VIBW CLASS 2 2a' - 36° FILTER SECTION 'A-A' FaBR~ic ' C~EVI$I®NS
Standard r-section FAe~c SECTION 'A-A
DRAWING NOT TO SCALE DRAWING NOT TO SCALE N0. DATE DESCRIPTION
I
STANDARD DETAIL NUMBER• HS425 TO"'~ STANDARD DETAIL NUMBER' HS426 nlr urA~ ar STANDARD DETAIL NUMBER.• HSa27 TEMPORARY SLOPE DRA/N DATE REVISIONS Biouy RIP RAP :LINED CHANNELS DATE REtRSlavs rely PIPE OunET Td FLAT AREA NO WELL-DEf7NED cHANNEI DATE RE~rsIDNs lBER.• HS42T mr. rear, ~>P STANDARD DETAIL NUMBER.' HS428 ~ me roan at r~ ~ h~iy P/PE OUTLET TO .WELL-L}EPfNE© CHANNEL DATE RE~'SlDNS ,~r Ho!?y s~.y~ ~ TOWN DF HDLGY SPRINGS ENGINEERING DEPARTMENT ` 51~~
S rings A. p z, ~ Springs f}~~/~f /yr y. I ~ ENGINEERING DEPARTMENT P TOWN Of HOLLY SPRINGS ENGINEERING DEPARTMENT - .t TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT Ti+iI1YVl HVLL/ •,PR.•`i5 kdRPtl tAAULIhA ntlKtll S,AHUi.11AYC RORTN tAROL9nA NOR(N f.h ROLESIA

I
I
TABLE a,3
a,l SEEDING EROSION CONTROL SCHEDULE TABLE 4.4
{MAXIMUM SLOPE 3:i} SEEOIt~ ER050H CdHTROL SCHEDiRE SEEDING EROSION CONTROL SCHEDULE (Lwl. 3a~ SLOPES {3:1 TO 2:1) SEEOWG EROSION CONTROL SCHEDULE SLOPES (3:1 AND 2:1 - NqT MOWED)

i

DATE°• tYPE PLANTING RATE PLANTING RATE
T~ ~ DATE TYPE TYPE AUGUST t5 - NOVEMBER t TALL FESCUE OR HARD FESCUE 300 LB5 ACRE AtJG t5- NXw t tALL FE.Sa~ ~ L85JACTIE NOVEMBER 1 -MARCH 1 TALL FESCUE AND A$RUZZI RYE OR ANNUAL RYE 300 LB5 ACRE 300 !B5 ACRE TYPE PLANTII~ RATE i 300 L85/ACRE MARCH t -JUNE 1 SERIC~ PEDEZA (SCARIFIED). 50 LSS/ACRE
NOV t- 4pR t 3u€ F ok`5 Ash .RYE 3>m L9S/IICRE MARCH t -JUNE 1 SER~EA t.E5PE0E1A {SCARIFIED) 50 LBS/ACRE r uAR t- APR is TAI.t F~t1E ~ LEI MARCH t -APRIL i5 TALL FESCUE OR HARD FESCUE 300 LBS ACRE 300 LBS ACRE MARCH i 'APRIL 15 89p TALL FESCUE, 1?0 L85/ACRE '
AFR t3-,R 30 IeA.LED BEF~JOA, z5 tB5/AIXtE MARCH 1 -APRIL 15 TALL FESCUE t20 LB5/ACRE JU.v tS- AOG t5 TALI. FE~ff ~D °0°ERDYrHfQP MR1ET 35 LBS/ACRE ~ - MARCH 1 -JULY t5 HULLED COMMON BERMUDA GRASS 200 LBS/ACRE 200 L8S/ACRE MARCH 1 -JUNE 30 QQQ W EPING LOVEGRASS, t0 LB5/R(~E '
MARCH t - JUA`E 30 ~ WEEPNG t:OVEGRASS 70 LBS/ACRe OR HYBRID BERMUDA GRASS OR CENTIPEDE GRASS .4B MARCH 1 -JUNE 30 ~ HUU.ED COMMON 9ERMUDAGRASS 25 !B5/ACRE ~i
MARCH 1 -JUNE 30 BDj HULL,(D COli&lON BERMtJDAGWISS 25 L8S/ACRE OR ZOYSIA GRA55 JUNE 1 -SEPTEMBER 1 TALL FESCUE, t~ 120 t.~JACRE
JUNE 1 - SEPTEMBER t •••TAIL FESCt1E 120 LB5 ACRE OR ST. AUGUSTINE GRASS ••ffiBRDWNTOP MINT' 25 lBS~CRE 6QD BROWMOP MILLET," Z5 !B5/ACRE
SORGHUM-SUDAN HYBRIDS 30 Li,~/ACRE APRIL i - WEEPING L 5 JUNE 30 LOVE GRASS 25 LB5,ACRF. 25 L95/ACRF. 9B AQQ SORGHUM-SUDAN HYBRIDS+ 30 LB5/11CRE
tB,NMtI.T EiN CCcVTROL DR ~a COF~3d4'ATgN sERwcE foA ApMAL IHrOS~ArXRI CtR19NG OTHER SEPTEMBER t - MARCH t SERICEA klSPEOE7A {UNHULLED-UNSCARIFIED} 7O LB5//ACRE OR BAHIA GRASS TION t1Ofl1',LRFAS. tNE A85VE VECEfAII~d RATfS ARE R WHICH ~ Wk1,L UN~R ~ TALL FESCUE t20 L85JACRE AL7~tATNES FOR VECEDt ~ DEN SEPTEMBER 1 - MARCH i SERICEA LESPEDE7A {UNHUlLED-UNSCARIFIED), 70 !BS/lam I 35 1.95/ACRE AND QQQ TAL! FESCUE, 12OCB5/ACf~
t CpdDfI~IS; IRf1ER SEEtkND RACE 1101 ~ PO~WLe Aj1Q ABRUZZI RYE 26 LBS/ACRE JULY 19 -AUGUST 15 TALL FESCUE, ~ e 35 LBS/ACRE BROWNTOR MILLET OR SORGHUM-SUDAN HYBRID AND ~Q AHRU2?l RYE AND ANNUAL RYE 25 LBS/ACES f

°Temporory -Reseed occarding to optimum seoson for desired ve~totian. Do nat oilow temporory eo»r to grave i2 inct~s , iz ;new "For temporary seeding P~r~o~, C'OJECT I R6~ATIO Note on maintenance: rePerU6ze it growth ig not /ally atequata. Reseed, refeTtlixe aMP mWan immxliate6y toAaai~ eroeioat or
CONSULT AN EROSION CONTRtN. ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDmONAI iN~ORMATION in height before mowing to keep fescue from being bladed Gut. CONCERNING OTHER ALTERNATNES .FOR VEGETATi~V CF DENUDED AREAS. THE ABOVE VECETAliON RATES t°Setding dates will vary depending on weother eondltions {e.g, temperatslre, roirlfml, etc.} other damage. li _
ARf THOSE WH~H"DO WELL t1,4DER LOCAJ. CONDITIONS; OTHER SEEDING RATE COMBINATIONS AJtE POSSIBLE Note on nmTnt~larne: refeatlT;ze if greWtts is rot FUR ad oats. Reseed, rsferkiNZe end mulch imrrtel folb~ aro9wlt or Y e9 Y n9 other damoga. ~Ib~ng aroawn or PROJECT MANAGER: RJB
• -RESEED ACCOtt01NG TO OPTIMUM SEASON FOR DESIRED PERMANENi VEGETARON. DO NOT • SLED A6CORDWG TO OPNIUN SEASON FOR OEMRFD PERM~NT VEGETATION. ~ NOf AttAW ~ 1LLOW TEMPORARY COVER TO GROW OVER i2 INCHES IN HEIGHT BEFORE MOWING. OTHERWISE ~ DRAWN BY: AJF
1AIPORARY COYER i0 GROW OVER t2 INCHES RI HENYfF BEFOG tom, t7DiERtOSE FESCUE Atd iN: sw~ED avT. FESCUE MAY BE SHADED Dtrr. APPROVED BY: RJB

DRAWING NAME: AVENT•3.7-200&DET
DRAWING NqT Tt) SCALE
STANDARD DETAIL NUMBER.' HSa29 "~'o"" or STANDARD DETA11 NUMBER• HSa3o r Tlw'I°"'q STANDARD DETAIL NUMBER.• HS431 6ER.• HS431 ~ . {t me town or STANDARD DETA1l NUAIBER.• HS432 , . trnr rarm iv '7P°t
SEEDING EROSION CONTROL SCHEDULE ...TABLE 4.1 9ioll SEEDING EROSION CONTROL SCHEDULE - TABLE 4.2 t1oN SEEDING' EROSION CONTROL SCHEDULE -TABLE 4.3 DAIF_ REVISIONS •~r^° ~ Y DATE REVISIONS { ri Y DATE REV157ONS I~ ~ ~dsy sEEnrN~ EROSioN coNTRac scHEOr~GE - r~~LE 4 DAIS REt9~DNS n , , n~ly ~ ~ ~OJECT E
TOWN Of ROLLY SPRINGS ENGINEERING DEPARTMENT f ~ TOWN OF MOLLY SPRINGS ENGINEERING DEPARTMENT l~:; Sp r~s T06NV OF HOLLY SPRINGS ENGINEERING DEPARTMENT ~ rl lSP tti CAnaLIpA MaBTN (Aft OLttlA nON t~ ~~~r;' TOWN Of HOGGY SPRINGS ENGINEERINa~ DEPARTMENT ` .Springs nONTII CAROLInA I ~ ; ..Drill. [A ROLIYA

FLOW ONERTER CONCRETE BLOCK ^ SEEDBED PREPARATIQN r
REINFORCED VEGETATED BYPASS CHANNEL FLOW DNERTER P OF BANK ~ F><. DIVER CAB. 70 ~
FLOW CHANNEL • • e e s RIP-RAP FROM FE5 EL SP IX. GRADES e e e s RECEMNG STREAM 1. Chisel coin acted areas and s read to soli 3" p ..P _ P , ~ ~U~~~ I ~`a cRAOES deep over adverse soil conditions, ~f available.
- TOP OF BANK ..e.e_e • FES Diameter of H 2.) Rip the entire area to 6 inches deep.
BURIED PIPE e • i;i;:;`.:>a:: ~ TOP OF BANK „ >z ~ ----Flow Dlverter ' SWE LOT '
, r ~ Pipe • . . FLOW CHANNEL->; ..}r ~ A}j~ 3.) Remove all loose rock, 'roots, and other obstructions 'leaving surface reasonably
~ n e5) ;;inches) . e`LO 6 . UF~R r ::t:;~+ TOP OF BANK a i smooth arid' uniform. '
, e . 20' NJ WIDTH ° :;ii:>c;~;:;~:~:~•~~•:•>• ' t j - - - oRnrvEEWAr 4.) Apply agricultural lime, fertilizer and
REINFORCED CHANNEL ';'::;:;:;:;:~::~o-::;:;:;::~:~:~:-`.~: • . • 11 : ~ t I superphosphate uniformly and mix with
#57 STONE ON . , - FlLTER FA6RIC ~ : ~ BURIED PIPE 4 ,b~. uNtr soil (see below*).
5.) Continue tillage until awell-pulverized, ~
firm, reasonable uniform seedbed is
LEVEL SPREADER UP FOREBAY ~ pre ared 4 to 6 inches dee
t 6.) Seed on a freshly prepared seedbed and I -
PIAtd (N.T.S.)
ENSURE BANKS ARE HIGH ENOUGH ~ ` C ~ SUCH THAT NO BX-PASS OF THE C ~ C ~ C ~ ~ cover seed lightly with seeding equipment or cultipack after seeding. '~1NER SIDE LOT
LEVEL SPREADER UP PIPE ENTRANCE 7.) Mulch immediately after .seeding and ~
FLOW PES DIVERTER OCCURS: PATH TOP OF Bgly K anchor mulch.
3" LAYFR OF X57 STONE RIPARIAN .BUFFER " ,---4 8.) Inspect all seeding areas and make I~
FLOW CNANN r..F LOTS Wtu; HAVE LANDSr.AaI EL ~ r RIP-RAP TO TIE ~.CK NATURALDRAINAGE SD 7HA .ors vnLL Ha>h LANDSCAPED swALES AND/oR necessary repairs or reseedings within U+TURAL DRAINAGE SD THAT EACH LOT DRAINS g
~J > a TD BYPASS CHANNEL TO THESTREEf. 5TORMWA CHANNEL • P OF FlL ~ "~'~I'ti.-•= D f~ ~~!/'a; H~~t~' AU.DWED TO CONCENTRATE 3' WIDE STRI TER FABRIC `t s a r U? y • . 'O THE SPR(Ef. STORMWATER WILL NOT ~ the lantln season, If ossible. P 9 P I d~I w.owm To coricErmuTE ACROSS Lots. If stand should be over ,60% doing ed,
n J ~ h . reestablish following .original lime, ~
RIP-RAP AS PER - ~ r ` 1 BYpA~ C WNCRETE FOOTER r DISSAP. PADS FOR PIPES ~NNEL fertilizer and seeding rates.
-SHOWN ON SHEET CD-3 1.5' DETAIL - CROSS SECTION OF CONCREtE LEVEL SPREADER (N.T.S.j • DETAIL -TYPICAL LOT DRAINAGE g.) Consult conservation :inspector on
MIRAFl 140N MIRAFl 140N • maintenance treatment and fertilization
CONCRETE PERMANENT :LEVEL FLOW SPREADER FLOW DIVERTER after permanent cover is established.
SOURCE: NC EROSION AND SEDIMtIJ'T CONTR04 URBAN STORMWATER STRUCTURAL BEST MANAGEMENT PRACTICES, 2001
~~0 VIES C~~' APPLY: Agricultural Limestone - 2 tons/acre
(3 tons:acre in ,clay .soils) ' CRY
Fertilizer - 1,000' Ibs/acre - 10-10-10 ~0 I I'~ C~ /,,ICI 27512
i. L Superphosphate - 500 lbs./acre.- 20% uV
~j Mulch - 2 tons/acre -small grain straw
Anchor -Asphalt Emulsion ©300 .gals./acre ~~EET ~~V~~
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J BY-PASS C1~AN~l~L I'

.~oR a=~5 q~t 517,8 ~G~~A NG SC~~E
i ~~~r~>~ ~E~,~~ ' • NOTTOSCALE

RC-1 77r~~

I ®ATE
4-7-08

ALL CONSTRUCTION SHALL CONFORM
TO TOWN OF HOLLY SPRINGS DESIGN AND CONSTRUCTION STANDARDS.

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TURE STONEMONT AND :UNION RIDGE / , REMOVE ,F. ~ , ~ ; L (VISIONS MAY BE'REVISED TO _ 6
SUED / BLOW-OFF AND b / ~e p
@ , ONNECT THEIR STREET GRIDS AND UTILITIES CONNECT TO ~ Tt p ,
THOUGH THE FUTURE ;ROAD` NETWORK . 1 PPROVED.,sUBDIV. 30 CP&L DIS IBUTION - ~ ~ E
IN THIS WESTERN ABUTTING PROPERTY. / - 0_ a / ESMT. TO B RE-ROUTED .321
ANY CHANGES WILL BE COORDINATED WITH NG I
HE, TOWN OF HOLLY SPRINGS AS,REQULRED. TNROUGN P OPOSED LION -
BLOW oFF STREET U CITY STRIPS n
ASSEMBLY a ~ JJ OR ABAf~DONED AS NEEDED -
JJ ~`Xr _ / OPEN -SP-- A BEN SPACE _ 5
- ~ RESERVE
/ IP _RAP , RESERVED _ _ 1
~ , ~ UN ~ _ g P o _ T _ BY OWNE ~ RBED PERLME~T ~3Y OWNER
1 I ER OFFER - , ~ ~ ~ 3815 SF 381.5 SF
~i t, 17 ~F i
.A WITHIN; N~.T, ~ G~~ SF ~ i ON MAIN LI[~E ~
r r -r ER 'ZONE1 ~ DIST~ ~ T ~ , ~ ~ ~ ~ ~ 10558 S ~ RIP'
>TURBED. ~ ~ ~ ~ , ~LE~ ~ ~ ~ SF ~ ~ .10:032 _ r, ~ PEN ,PACE RAP ~ a
10032• SF . ~ _ ITHERSIDE~ ~ (v;'HADED~ ~ ~ ,I,~,:., J ~i~ ~ ~ 10 2SF ~ RES ~
NK EDGE'. ~ ~ , , I ~ , ~ 1 ~ 8X8 TEE ~ C , ~ ~ 100;,2 SF t I, ~ - ~ ~ z
fi SF 1.0990-. ;~e~~; ~ ~ , ~ 1 5315 SF; ~l ~ ~ .....VALVES ~ BY OWNER ~ B _
8 3 , x;10632 SF r%;O ~ ` ~.I~ia~
\ u ~5~ p ; ~ , +4 ~ ~ ~ ~
_ ~A /i EL~ -l TDD~BERM ~ _ ~ 0
2 ~ ~ - ~ INS To ~~j ~ 0~ ` H AT THE
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573 S
o Pd .10685 SF I ~ FH - !_INE VALVE 10:000 SF 1 ; ~i
I I _ _ Iii ~ CR ION
~ ii ~ ! ~ - R r 421 AR A 3A . ~ ~ ~ ~1 u Is-
' ~ ; ! _ FH 1~ ~ I TIONAL 11882 SF ~ P~ ~~iD ~
JURISDICTIO AL - , ~ ~ i ; ~ ~ NET.`~'~~36 SF ~ ti
1251 ~ SF ~ WETLANDS ~ c---, ~ ~ l 12
~ i i ' UT-
612 SF - 10 ~ ~ . ~ ~ P:327.5
10000 SF l AM 10093 SF ;r~ 16 9 ~ r ' \ ~7(~ 2 .5+ ~ ~ ,RAP ~J~J~
1 ~ . F ~ 4 - 100 6 SF . j G 100 w sF
NET: 11 ~ SF~ ~ I SF ..10061 11 F ~ ; ~ ~ ~
~ .1201 SF .cT ~ E ~ _ 1 097 SF 151-77 l
~ i I NET, I~ _ x NET:
~ \ I ~y = f _ i v ~ V 10358 SF `~S 1 ~ 438 SF - 2 ~
16994 ~r ~ ~ _ _ ~ l / ~p,
NET: 9 017 5 F ~ i ~ ; _ ~ ~ T n 327. + ~ ~ ~
, ~ _ i 1093: SF R I AE R ~ c
_
~J ;.I MAIN 4'1 E _ .i O'SIL
~ _ ~ 17274 ~F ~ ~ IIeE VALVE . ~o~
I ~
- .4 A 16922 SF ~ o NET: uRF
ti ~ NET: 9050 ;SF i 10780. SF ' ~ i ~ - ' / ~j _ 101 ~F
10.0.02 SF ~ , .10094 SF o - I H ~ ~ R C ATI O .G ~ ATID~ ~ ~ NET:
~ ~ 10047 SF ~ s -100 0 SF CTION .
~ ! E ATER AND 100.90 S A v w 1 A ~ ~ ~ 10001 SF ~tia 2. ,
~'°~~n~ ~ ~ LE_ '''SEWER ~SERVI ES ~ RISDICTIONA 12 7 SF _ B i B~ ,,REA
~ ~ OT ~ i , „ ~ , (TYP. EACH ) ETLANDS ~ ! r ~ ` !I .1 I i ~ ,I ;1 Cr _ G 1 ,~_~f ~,I, _ 10875 SF F~o~nPLA ~~SF
.:16849 SF T,
; ----j _ ~ , .NET; 1 ~-1 e ~ _ w , 10~G1 SF
- _ ~ f , , _ I _
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_ ~ _ i FH 13480 SF 3
1 ~ ~ - ,
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f ~ FH - i ~ NET: ~FF~~
16777 SF _ ~ ~I ~ ~ I ~ , 8 MAIN FH
i i~,, i ~ ~ ~ LINE VALVE ~ _ _ ~ ~ I O ~ 1132.7 SF ~p~ ~F`~ `r
- ~~i i ( , - _ _ ~ i - ` u r ~ . fi i ,,5, o .1177 S F GP4 `~P~~ p~~~'
I, _ . _ 'j 0 P E
i ~ _ ~ ~ i., I r i ~~o~
;i Ii s, : I 10710 SF ~ ~ Q~G 0~ ~~~k 4 ~ X07
_ I ~ 11772 SF J S~AC~ ~A~~~~2
10 S ~ . ~ F 1 ~ z 10006 SF ~ , , 10006 SF _ ~ ; ; oo' r 00 _
~ 10006 SF , „ . ~ -10006 F
~ ~ 1000 1 ~ - 10560 SF ~ _ ~ ~ - 114~,~ SF 14~~~ SF N W 161,967 SF , W Z.
- r ~ 20 UN , DISTURBE PERT a OTE THAT~~ALL AREA WITHIN
R METE , B FFE N N z BI (CAPE FEAR BUFFER ZONE 1)
BLOW-OFF N WILL BE LEFT UNDISTURBED.
ASSEMBLY - o THIS IS THE 20 ON ETHER SIDE -
1 c J JJ OF THE STREAM BANK EDGE ' 'B&F FLO D
5 4 W SECTIO
J 9 0 .8 0 20' UNDISTURBED PERIMETER BUFFER ago. 80 ~ +6
i EL.335'.
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B&F CONSULTING, INC.
2605 TOBERMORY LANE
RALEIGH, NC 27606
!919)518-0160

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