20081265 Ver 2_Site Plan_20090609

~ m~ N I - WESTSIDE VILLAGE ~i_//
o Bppi ~ _ I / / J"_ \ I / I
a Et:^g v~U^g GKB DEVELOPERS I / / / / / s\--- ~ ~ ~ ~ ~~s~ PB 119, PG 48 EXI / r J ~ / ~ \ \ ~ \ i i I WALMART
3 arm ~ 9486-25-4094 G POND ~ ~ / ~ ~ ~ ~ \ \ I i 9486-34-9062
~ ~ ~i /
I ~ \ , AAA ~ ~ ( 1 ( d~ v V ~ ~ i BS 401 0 - ~ ~ I I ~ ~ i'P" 11~v°G V A \ ~ I \ \ I /
n ride - - ....E ~ \ \ t \ V I I _ r' ~v ~ _
U ~V191 n OLD RAE $b' ~ / ~'=~=~.~~,AV`~'/,~~\ X~'3~,,,~~C~ ( ~ ~ ~ ~ ~ ~tp,~ ~ ~ V ~ \ FO(tD ROAD o t - _ - ' - _ ' , , \ I~ ~ Q B ~ ~ \ \ \ \ \ ~ ~ ~ v
o / 1 / 1 ~
SITE R ( ; 1 ~ l v ~ ~ ~ ~ ~ t little ~ -C I ~ v ~ ~ , ~ i ~ t A ~ \ ~ s ~ \ I - ~~J~
a N~> . ~ . ~ l ~ ~ ~ ~ r \ \ o ~ A \ ~ \V i ~
u~ ~ 4 PHASE-p ~ i ~ ~ t 1 ~o u~. NE ~ ) i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ _
c ~ NN~.~ ; ~ ~ , 1 1 1 ~ e~ ~ I I I ~ \ 1 1 ~ ~ I
~ \ ~ t 1
. _ f~ I r ~ i- ~ AREA , i 1.~4iA I i.;.~ 1 J a ~ ~ ~
LOT 17 MAX. IMPERV. ~ I ~ ~ ~ I I y ti, ~ ~'k ~..1 ~ i : r' 1 , i 1.41 0.76 AC ~ ~ ~ I i:,/ I I ~ 'I~ ® LOT 18 i I I ~ I I I ~i`i ~ I i I I ~ 1 } \ !
AR ~ II , I I 1, ~ ~ ~ 11 t I , i ;.r..; MAX. IMPERV. ACI I i I~ I I I 1 _ ,I I ~ ~ I I I I
v ; ,R~ 1.07 AC I I C I I I ~ .~-~y~ ~J ...r ~ ~ I I ~ i ~ I I ~ ~ I I I ~ ! I l I I / I rl I } i
\ ~ I ii ~ I l , ;i/ I I I I ,l, ~ (1 I I ~ m ~ I I t~;: l'>' ~ i III I ( i I , II 1 ~ ~ ~ / ; \ ' %
STS ~ HA~ ~ I i, 11 I I , VICINITY MAP ~ ~ I r . I
v ~ _ ~ ~ ~ i / ~ , ~ / ~ I I III I . ~ T ® ~ M PE~V ,~R,E 1 ( I ( J / ~ I
= s I (J~ l °1 ~ i I ~s STt , ~ rl ~ ` 1 ~ !
No I ( / ~ I 1 ~ ~ ~ I
NOTE. v ~ I ~ 1 ~ . ~ ~ i ~ ~ ~ ~ , t v N ( I; r~/ ~ 11 ~ ~ ~ V ~ ! ~ ~ d , ~ ,v ~ ~ i ~ v f ~ ~ i
V ~ ~ I J, 1 L T 20 ~ ~,.1 ~ ~ ~ v , ~ l ~ 1 I t ~ ~ 11 \ v ~ -v~-~-- J l , l i,~9 ~ , ~~~~~:11 ~ ~ i~ ~
THIS PLAN SERVES A GUIDE FOR P P'RTNERSh~tIR- ( , ~ i ~ ° ~ ~ ~ , (I v l ~
' L~' ~~~7; P 0763 J j J ~ ( 1 ~ ~ ( OT S DEVELOPED. DMPS / l , ( ' , t ~ ~ ~ ~ ~4 I \ i / I / ~
EACH L 24-3Q86 ~ J ~ i J t ~ ~ ,9f ~ y-v 1.~~- / ~ ~ J ~ i J1 ~ , ~ i~ lip ~ , i ~ ( I/ ~ I, i L,J ~ , ~ ~ I 1 1 ~ 1 l i ~ vvv i ~ ~
BASED ON MAXIMUM _ / / r ~ ~ ARE. SIZED , ' r ~ c~ M V. ARE / l ~ : q 1 ` 1 , X.IMPER ~ J ~ ` 1 v ~ 1 U ~ ` ~ '
IMPERVIOUS AREA AS SHO p ~ 79 Ac / 1 ~ , 6 ~ LOT 14 I J 1l, ~ L` ~ ~1 I ~----J ~-il \ i ~ - 1 \ ~ l I / i \ /
9 06 AC / MA.I PR. A J til ~ ~ \ ;STN : 1 1 1 ~ ~i ~ I \ ~ I _
NSTRUCTION SE UENCE ® ~ - ° ~ / / / ~ ~ , ~1, ' / q 1 ~ T 1 ` CO Q ~ v ~ SFT 19 4!6 dC/ ~ _ 1. qi 1 ~ ~ A N / J \ ( ~ 9 C' ~ it
1. Obtain all lan a royals and applicable permits. ~ AX• IMPERV iJ f` . '~n ? ` 11 ( ~ ~ P PP , o ~ ~ - 0.83 A A / \ . ~J 1 \ \ ~
Approved plan, permit, NPDES monitoring logs and a ram ® \ : , ~ \ / , J ~ \ ; 1 ~ ~ C l 1 \ ~ \ gauge should be placed on site and readily available to \ ~ ~ ~ ` LO / / ` ~ ~ ` , \ \ ~ / it i i ~ i ~
actors. V ~ ~ y AC i , ( q j ~ i A -n~ ~ ~ t~ ~ NCDENR insP f v / ~ i J , J ~ \ ~ ~ 1 V A ' ' .i t ~ v
2. Construct the temporary containment structures as ! 3913 s ~ I i O ~ / / J i ~ ~ ~ I ~ _ I
designed. It may be necessary to clear for access. If e ~ \ I ( C J ~ \ \ ` , clear only along the proposed street beds. Install the ~ \ ~ ~,i - ~ J 1 \ \ i ' i ~ ~ j LEWIS & LAURIE Lip(DSAY ~
~ I ~ ~ , 1 outlet sections and place skimmers (if required) before z \ ~ ~ qR ~ A . It~P~E~V.I A EA ( 1. ~ 1 ~ ~ \ _ E _ J i ~1 ~ \ i ~ ~ ~ LEWIS WILSON FRYE & WIFE ``~v I DB 2710, PG 1 / I ~ ~
a is cleared to minimize sediment run off ~ ~ ~ I ! I--. ~ I ~ \ the basin are - / y? ~ Q, I , 1 ~ I DB 2604, PG 699 ~v i . -----_a486~ 33_-~51 ' i~ i ( \ _ LOr 11 _ ~ J 9486-33-6444 ~,'I. ~i~
construction of the sediment containment w ® ~ \ \ ! / ~ ~Ti'? i ~ ® s \ \ during x / 7Tl`Tl~ ~e~ . 1 ~ ~ ~ ` \ struction of the ~ ~ / / ro\ \ p ~es.oo ~ ~ I, i ; ~ ~ \ structure. Immediately following con ~ \ ~ \ ~ I
the \ - sediment containment structures, stabihze a ~ / / ~ ~ ~ - ~ ~ ~ ~ , i \ ABC ~ t___________________ ~
the sedunent a ~ t ~ \ I fi 1 1 1~ ,:I: \ ~ \ \ \ X ~ embankments and all disturbed areas above ~ ® ~ ~ \ 1B. ~rT7.1T ~ ~ 1. \ \ ~ e of the structure. Install orous win ~ ' \ \ ~ ~ ~ \ ~ \ \ 1 i \ \ \
pool and down slop P ~ s< , ~ ~ ~ . ~ ° baffles as indicated. Construct tam or diversions as ~ v~ ~ ~ \ ~ - - _ - `1 ~ t~" \ ` ~ ~ ~ \ I -1/
indicated to conee run off to containment .structures. ~ m .~'j ~ ~ ~ a ~ ~ i : ~ \ \ . ~ \ Y a ~
ound cover should be z \ \ - - - - - J ~ 1 , ~ \ \ ~ \ Stabilize diversions. Temporary gr ' be in lace for more q ~ - - = s--- - ~ ~ i s~ ,a . \ , \ \ \ / 'dad to an diversion that will G \ I - 1 \ prove Y P ~ • / ::'F/' ~ \ _ - u I I t1- ~9~5t~ _ ~~pp s; ~
than 21 calendar da s. Permanent ground cover should be ~ ~ ~ , ~ \ _ _ ~ 1, i I f, ° i~• ~ ,B ` i \ ~ ~ A ~ ~ \ I GILBERT & LAI~.R'A LINDSAY i i ~ ~
' 15 workin da s or 90 calendar da ® \ ® FR ~ ~ , _ i I (j ( ;a1 1 ~ <i \ provided within g Y ys ! ! ~ _ I ~ , , 1 /I~ ~ ~ ~ ~ ~ \ I DB 21~'PG 619 / ~ ~ A 78 / , Q'Q o~.Q`' I ~ ~8~6-33-8074 / II
whichever eriod is shorter, past completion of / / , , ( s~~ .o, ~ , ~ - ~ ` `~n~%w _ P t s ructures must remain in ° g/ '~g_-" y.,,,,, - / _ f- 1 / Im ~ ~ , ~ e~- I ~ t~ + ~ \ nstruetion. The containmen t \t ~ T ! ° . ~ co ~ 9 / \ \ J ~ 11.1-l. . ~ . E G tat \ \
' the contributin drama a areas are ade uatel - ~ - _ _ - _ / lace until g g q Y / \ _ i-j ° a- ~ -i•,i } \ P alit ~ \ \ ~e ~ J ~ - _ ~ z,,~l ~ I. ~ ~ v
stabilized. Contact the re ional NCDENIi Land Qu y / ~ \ g89 1 \ Section office for an inspection and approval to remove \ \ T 2-,,, , - _'1 9z 1
° ~--__r the .containment structure. ~ l ~ , , r ~ \ ~ ~ ~ , ~ ~ , ) ~ i
' t fence and Wet Ponds as indicated to revent ~ ~ - / ~ ~ ~ L,~T ~ ~ i ~ a ` ° 3. Install sil P , A _ / , ~ o
off site sedimentation. ° ~ ~ s ~ ; ~ \ \ ~ J J ~,D4fAC. ~ - ~ ~ - f ~ ~ i - , 1~ _ 1 o A ~ / ~ . ~ 4. Construct drains a system and install utilities as ~ ~ \Z9,.j T ~ ~ ~ 7~ ~T _ , - ~ - ~-Mph //y e I ~ ' ~ ~
e cloth and avel inlet. ~ \ ~ ~ A A-_ ii i f` e _ ~ 'ds ' , approved. Install hardwar gr \ ~ 7 - , ~ ~ ` _ - ~ ° o \ ` ~ , ~ ~ , F°
rotection at each catch basin and drop inlet of Two Bale \ ~'2--_ ~ ~pE~-, ~ i ~ - ~ r w ~
Lane Construction. Install outlet stabilization structures t -_~_y ~ + ~ ~ _ - , ~ 113,8 an. As construction ~ ~ ~ ~ - r\ a \ s ~a ~ ~ (riprap aprons) as indicated on pl ~ ~ J fi
within the easements is completed, apply soil amendments, ~ / TYPE y ~ -04~A0\ ~ ` / w~! ~ x ~ ~ ~ i ~ ~ ~ I LO ~ C \ ~ ~ ~ ' ~ ' ~'Sf8~2 of / , ~ ~ ~ , _ I '
rass seed accordin to see ' schedule and mulch. ~ \ SETBACIES ~ wetianas ~ J ' - i Y ~ ~ y' sow g g ~ \ - over should be rovided within 21 4~_,~k\r~.Z.\. o - ' ~ ~ ~ e ~ ~ ( ! ~ i --J- 1~~ ~ ~ MAX. ilv}~PERV. AREA ~ ~ ~ w , ~r~ ~ / I - - a
Tem or round c p alendar da .Permanent round cover should be provided ~ ~ - 'o ~ - - ~ \ ~ 1 ~ ~ 1 t,. 8 yg. / z~ \ f ~ ~ ~ ~ ! k } 1.28 A¢ a ~ w ~~.wi a+ / ~ ' rn . ~ ~ ~ 1 i i \
within 15 working days or 90 calendar days, Past _ r sees-E \ \ \ / / \ \ v ~ ~ ~ e I sf ~ i ~LOT,~ ~ ~ f ~ ~ ~`E~155 s9 - ~ ~ 4 V A
t'on of construction. -'r' ,~r ;'~`"R\~-s~r , . i io _ ~ ~ , ~ ~ / ~ ~ 1 \ 5. Coin late rading and paving activities. Place hardware ~Td,r..- ~~E . eosaeeap ~ ~ ~ r~ \ ~ v ~ ~ ~ 1 ~v~~ ~ ~ ~ ? , Ax' i ~R a/, ~oB 2g99 ~ . o~ ~ i - ~ I ~ V
cloth and ravel inlet protection at each catch basin of \ w- ~ i ~ \ \r ~ ~ / ~ , ~ n~ya,~ \ ~ \ ~ . } ° Q ~ M Y' ~ j0/ ~ ~ MAC(. IM~E~R~ AREA - ~ ~ ? . } ~ ~ ce ~ mAC ~7 / ; 9486-3 ~ 110 / } b, ~
g P P ~ - Two Bale Lane with ravel inlet rotection roducts or \.__._---J ~
q} P g P P e ual as avin is coin leted. These roducts will - ~ anal - _ ' '~t"-=-~'~--~ ~ ~ va 1~.~ ~ \ . ~ roRU , ~ i ~ ~A'. 1 \ \ 2 protect the drainage system during home building
activities. Inlet rotection measures within easements must - ~ - P i
remain in lace until easements are permanently \ ` 37+Op-~. ~ - i m ~ ~ yS~.~2#+g6~6 O ~ - i-- .J I ~
stabilized, Gravel Inlet protection products must remain in \ \ ' v ~ r ~ I , . ~ \ a`\ ~1' ! \ l sty a~ place until the contributing drainage area is completely , % WET PO 2 ' ~NF , tichei~ ~ ~ ~ ~ ~ - i
stabilized. ~~'-\_-~RAIN~ AREA = 0,46 ~iC ~.Fk~s.~ / ~ ~ , \ 1` ~ .ti- '
6. Alter utilit construction is complete and road ~ % 1MpE$,VIOUS - 95 . \ ~~;\e ~ , a Y shoulders have received final grading, apply soil f ~ J. ~..aa+oo '§+~o...t-~.---- no+oo a saa I ~
~ DRAIN AY2EA = 0. AC ~ WQV REQ(1 ~ 1590. CF ~ \ A EAS \ . v ~'.I to seedin schedule e - \oNb E'kENp , \`°5'~'~T~ - ~ e, . . amendments, sow rass seed accordin g PERVIOUS = 57 ~ ,A ' ~ g g ~ % IM ASSUMING 3" AVG. PP DEPTH SA/D~ - 3.74 ~ ~biq~~. \
and mulch all areas left exposed. Temporary ground cover I _ ,ti. E ~ 762 SF. C~PP LEV:) \ N4lvC .SF \ ~ ~ • -;.'l t WQV REQ(1»} - 1940 SA ft Q ( •-`~E ~ .x , i ~ / _ i EX
should be provided within 21 calendar days. Permanen _ ~ 'AVG. PP DEPTH, SA/DA. - 3.74 PP` SA. PROVIDED = 504 SF \ \ \ ~ \ SSUMING 3 \ \ S~ \ : ground cover should be provided within 15 working da A ~ _
SA RE 961 SF ®PP ELEV.) TEMP POOL DEPTH. = 0.42 '1; ~ . \ ~ i or 90 calendar da s, whichever period is shorter, Q PP ELEV = 165.50 \ \ \;xr- ~ \ Y \ / 7c1 1-~' ~f71 ~ ! 1 ~ 1 ~ ~ ~A~F:'IMPERV. AR - " ~ 706 _ ~ \ ~ I ~ ~ _ - w-- _ _ _
coin letion of construction or development. PP SA PROVIDED - 5262' SF \ \ ~ : , TEMP POOL = 165.92. ' , \ : } P • TEMP POOL, DEPTH = 0:52 FT \ 7. Remove tam or measures only after contributing. ,BOTTOM OF POND ELEV. 160.00. \ ` . 1 _ - _ - _ _L ` % 1 z AC I I + w _ l ~RV. AR A ~-,Y!
+u'1' _ \ P PP ELEV - 165.50. \ drains a areas are ermanently stab' ' :Vegetative cover - \ \ ~ ` ~ ~:'J g P TEMP POOL - 166.02 ' ' ~ ~ X01 { ! ' ~ _ 'X I I ~ ,I I I\ , ~ ~ I \ _ _ ~'t-~_ lad ~ r f 1- ~ ~ ~ ~ _ _ ~~LOr s`~ , ~ Q ~ 'I
should be full established and hreat of erosion no . _ ~ _ i y~` y BOTTOM OF POND ELEV. 166.50 --J-' _ _ ~ ~ _ - .1.--~ ~ ~ ~ ° w ; ~ yes Ac ~ _ z~- A I I I Iii I I - ~ \ ' i, I
~ o er exists. Co~,tact the r nal. NCDENR Land Quality \ >e ~ ~ . , e out of.. ro'ect: _ ~ \ ~ ~ off~"ieg\for a final mspe and clos P a. _ ~ ~ ~ ~ ~ ~ ~ I V`j ~ - - _ ~ ~ _ I YT I _
~t ~ z ~ ,..v ~ ~~,e~z
\t ~ \ r
~ ~ ~ ~ ~ \ /
~ ~ ~ , ~ ~ ~ ~ FILL'E TIN I \ ~ ` _i! .
\ ~ t ~ 1 ~ C \ \ fit/ - i ~ ~ ~ _~_D1TCK-T HER\ I \I `
\ ~ \ ~ \ ~ ,
~ ~ SAND FILTER SCHEDULE \ I / ~ A
_ ~ ~ ~ i ~ J
1 \ ~ ~ - 5 I , r J \ PGA / ~ ~ _+-7-- ~
SAND FILTER. TRAP \ ~ . ' ; G , ~ - j~--~' \ / P~'l/ ~r , \ \ ~ - 20' EASEMENT / ~ \
71 2.7 ~ \ ~ A y-- Lot 1 0.73 5 71 2.7 ~ ~ \ ~ \ , POND MAI ENANCE~
~ P ~ ~ \ 0.78 5 66 3.1 66 3.1 ~ - ~ ~ ~ ~ . ~ Lot 2
80 2.8 ~ ~ Lot 3 0.87 5 80 2.8 ~j 2 / f { _ ~ ~ 2 i , 1,. - - - - _ \ / %5~`'/~ / ~ WET POND 2~~~~/ ! \ ~ ~ ~ ~ ~
Lot 4 0.97 5 76 3.3 76 3.3 ~ ~ t r 2 4.8 82 4.8 ~ ~ ~ - - - ~ \ / ~P%~ ~ DRAIN AREA _ 0.4B AC . ~ / I ~r -;./,,,i . ` ; r~~ /i % IMPERVIOUS = 95% ~1 v~ se
Lot 5 1.48 0 8 ~ - ~ ~ 3.2 ~ - _ . - . . ~ - . ~ ~ \ ~ / WQV REQ(1°) 4841 CF ~ Tv ~
Lot 6 0.75 5 62 3.2 62 Lot 7 1.27 5 68 4.9 68 4.9 - . , ~ \ `w' / ~ ~ / ,ASSUMING 3' AVG. PP DEPTH SA/DA = 3.74 ~ -
76 3.0 ~ Lot 8 0.87 5 76 3.0 \ ' / / SA REQ = 2395. SF (C~PP ELEV.) ` ` ~ ' ~
5 70 3.1 70 3.1 Lot 9 0.81 i PP SA PROVIDED = 5042 SF ~ ~ ~ ~ \ \ \ % i d TEMP POOL DEPTH = 1.3 FT ` ~ ~ ~
of 10 1.28 5 73 4.6 73 4.6 L - Iglltl 11 111/l ` \ ~ ~ ~ ~ \ \ ~ / ~ PP ELEV = 158.50 ~ ~ ~
Lot 11 1.07 5 70 4.1 70 4.1 ®+o® ?s've® 78 2.6 A,~ CARpI , +°~+;1~CAR~/'°° ~ TEMP POOL = 157.80 i ~ ?e ~ ° • / BOTTOM OF-POND ELEV..= 151.00. ~
' B' O .0~~®0•••009, C/i~/ Lot 12 0.76 5 78 2.6 5 78 2.8 78 2.8 ~r° FESS/4 `ee reo`'1VVVl0A,egee® ,i ~ ~ ~
Lot 13 0.83 Lot 14 0,62 5 65 2.6 65 2.6 ~ 8Q < s 8Q~ 9<b
Lot 17 1.07 5 80 3.5 80 3.5 g a SEAL '
5 78 2.6 78 2.6 = 20234 j Lot 18 0.76 20234
69 3.0 ve m Lot 19 0.79 5 69 3.0 '.y b,FN ~~ra ° ATE R ~bFNGiNE~~°r'~,,< ,~'1 STOR~1 W LARRY KING ASSOCIATES,
5 70 2.5 70 2.5 .,0 •9,~GINE99• p 9 \G Lot 20 0.67 ,,~gss~Sp~`c,?,~G~n~a REVISIONS MA~IAGENIE~IT DEAN ~ ; R.L.S., P.A.
0.75 5 65 3.0 65 3.0 %,,S S, SPA,®,• Lot 21 , ql`,; ~ P.O. BOX 53787
Lot 22 0.76 5 65 3.1 65 3.1 Jt1~ 4
200 02 09 2009 T1N0 ~ ALE E 1333 MORGANTON ROAD, SUITE 201 ~ ~ ~T~, , , , , ~ Tt~,~ FAYETTEVILLE, N. C. 28305
a rnsra• ntrtaevtnuL'm TrtT6t uA® VwAV i,*13nif Y16UF!Atii[1iTR ®RPi.® SHnWD1_ bC~m_u,A~. ,~.,r . TtiTTTlY r-~iv F r n
1'At®s1a LPavS~wraeu arnsae~ msaa esacsa saevas m . MKQUALfn( 02/19/2009 UU I I UIN JtUHKt ~'hH~t I vvu TELEPHONE: [phone]
SAND FILTER OR APPROPRIATE BYP SHALL RE SIZED TO IlEff SAPdpSr DIVISION OF PATER QUALITY REQUIREMENTS. 100 0 50 100 200
i -10 03/17/2009 TOWNSHIP: SEVENTY FIRST COUNTY: CUMBERLAND FAX: [phone]
STATE: NORTH CAROLINA DATE: 12/05/2008 SURVEYED BY: FIELD BOOK:
( IN FEET } 06/02/2009 \P07-062-Two-Bole-JG SCALE: 1 =100' DRAWN BY: MLB FILE REF. P:CADD CONCEPTUAL
1 inch = 100 ft. PROPERTY OF: GILLIS GROUP PARTNERSHIP CHECKED & CLOSURE BY: LARRY KING DRAWING NO. BMP 1 OF 12
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~...,.:~~.a'~~."...L:.^.w'~~-& rXH~+W;..F.FF3Re~G.'m vG3"i-',9~'r'dR.F~ni.:C+fi..,•fi'ni's?:n?I 3' . m. ar.~vv-wrrmn~m~':+.vn..- . -v+ss'.: ^s. a a,-.+c~.msrnx...oegJr'wzmi^..k+wnm2..me.+..,^...-..«.T-.^..~.,~TMwS ..~-'y;i'°i..

10' WIDE VEGETATED SHEI EGETATED SHELF
10' WIDE VEGETATED SHELF
TOP OF BANK
1
I I 1 I I I I i
1 ~~tYP•)
1 I I I I I I
PLAN VIEW gy ~c 1 C~,I L~g WP-1 WP-2 WP-3
LID LAYOUT K ~~Y LI,yE S'TO~AGE 6" T~O~ PERMANENT POOL ELEVATION 165.50 165.50 156.50
Notes: 8
1 Ve etatives for lantin shelf shall be uastalled per DWQ's approved pia 8 P B . AIt~A • % s approved plant list. " 165.92 157.80
2) Sediment to be cleaned out and removed prior to conversion to perm rsion to permanent Wet Pond. TEMPORARY POOL ELEVATION 166.01 TEMPORARY POOL ELEVATION (VARIES)
TOP OF BANK 168.00 168.00 159.00
X
BOTTOM OF POND 160.00 180.00 151.00
WET POND TYPICAL CROSS SECTION
TRASH RACK (NTS)
AW DOWN RISER SEDIMENT CHAMBER DR
6" DIA. WITH 1" DIA. HOLES
D ~ WET POND 2
• • WET POND 1 (13j 12 (Wjx4 (Tj OPENINGS SCALE: i"=30' `0, SCALE: 1"=30~
SAND FILTER CHAMBER ~ ~
~ ~
~ ~ r~ ~ i i
~ 1 , r ~ ~ ~ ~ l ~ t ~ ~ ~ ~
~ ~ I 1.-- x ~ ~ ° l
~ ~ ~ ~ ~ ~ ~ ~
~ ~ ~ ~~`t~^-~ ~ -
~ ~ ~ ° ~ I ~ , I 63.00 ~
ELEVATION A ~ ~ ~ e
15" RCP OUTLET ~ ~ PLAN VIEW ~ ~ ` ~ ~ ~ - _ ~,~f_... I _ i I I \ 6.60 r,
CHAMBER LAYOUT ~ ~ ~ ~ -
\ ~ :rye I 0, ~ _ I . e -
~ ~ I OF ®I ~ 2~
~ ~ - ~ ` ~
~ _ -,I TOP 190.00 ~ j ~ ~ ~ RAP
\ Y ~ t . ®I ` I - ~ 0 167. • , @ •
\ ~ j~---_. ~ \xy e ~ ` `
Draw Down Riser ~
DR WDQ X!
S
1 12 W x4 T OPENINGS BTU (3) Trash Rack s E ET'AI e~ ~ - SASS ~ - ° ~ ~ .Wetlands ER~OW r.
To of Sand
. _ . , , ~ \ d 4e~ \ \
V A
~ a C ~ ~ r-~- ~d~®~~ \
v ~ , F 8,~ v vv v `v
ELEVATION A m~-----~ a®®® ~ ~
Not to Sca e \ ® ? \s ~ \ s
°e®qW® 9 ®w® ~ \e~e~
~ ` ~ m~,~m®
~ I \ ~ °a`. vv ~ , T\
_ _ T ~ , INS 'PASS 1.66..50 ~ ~ ,
~ -m~\ Top Depth of ,
Len th L Width W _ / - _ Elev. Sand (Ds) g O O ~ m®' -
~ _ _ _ ~ A ~ ~ ~ A\ i~ ~ \
,~1w•. r, Lot 1 198.00 1.5 71 5.4 i./ . e
Lot 2 195.70 1.5 66 6.2
Lot 3 191.80 1.5 80 5.7 WET POND 3
Lot 4 188.70 1.5 76 6.7 SCALE: 1"=30'
Lot 5 178.40 1.5 82 9.5
Lot 6 170.50 1.5 62 6.3 / ~ ~ ~ 9.8 ~ o
Lot 7 169.70 1.5 68 ~ ~ ~ Lot 8 175.20 1.5 76 6.0 ~ ~ ~
76.60 1.5 70 6.1 ~ ~ ~ Lot 9 1 ~ ~
Lot 10 182.50 1.5 73 9.2 ~ ~ a~~
.50 1.5 70 8.1 d Lot 11 185 ~ A ~ 6 v ~ - / 0 S I \ A r L \
5.1 ~ ~ ~ Lot 12 191.00 1.5 78 ~ ~\A \ ! ~ a -
Lot 13 197.30 1.5 78 5.6 ~
Lot 14 197.70 1.5 65 5.1 - ` _ ~ ~ ~
Lot 17 209.20 1.5 80 7.0 ~ ~ a ,s
L t 18 205.90 1.5 78 5.1 ~ ~ O ~ 8 Lot 19 202.10 1.5 69 6.0 m~~~~m~ ~ c ~ w ~~--~'-O.P 17 ~0~. ¢ v _ ~
Lot 20 194.30 1.5 70 5.0 ,~a~w_®"'~~--~ ~ ~ `~-~..r!~~
~ ~ Lot 21 198,10 1.5 65 6.0 ~ `\\IN 165.60 ~ ~ ~ ~
Lot 22 189.$0 1.5 65 6.1 \ ` POND 1$5.6 ' / ~ ~ ~ i
I /
NNOLE NAP-1 WP-2 WP-3 GENERAL NOTES: i o® _ _
O o CLASS "B" CONCRETE TO BE USED O TOP OF STRUCTURE 173.00 172.00 163.00
THROUGHOUT. 0`~```` as REeAR t2" ® OPTIONAL CONSTRUCTION • MONOLITHIC
RT UT-TO POND 165.80 165.60 156.60 R DOWELS AT 12" CENTERS ~ © INVE 0 POUR, OR #i4 BA C~1,~ •(~F-~ ~ A ~@ ~ A ~
H VCWATERSTOPATCONSTRUCTION 4~ 6. 4 wIT P P JOINT i44 ark ~ e~ \ / ® i
DOWEL 3 INVERT OUT- 166.50 166.50 158.00.
OVERFLOW BYPASS • PROVIDE MANHOLE COVER IN CONCRETE c RCP • DIAMEiERI SLAB ON TOP ~ _ .
LENGTHS VARY DOWEL • FORMS ARE TO BE USED FOR THE a~., ® fNVERT IN 167.OD 165.60 158.53 CONSTRUCTION OF THE BOTTOM SLAB ' , pp~~ , \ R~
" ' ` " • PROVIDE WITH STEPS 12" ON CENTER " • CHAMFER ALL EXPOSED CORNERS 1",
® DRAWING NOT TO SCALE ~~e ~ A ~ ~ j ~
SECTION ~ I f GROUT BOTTOM AND SLOPE TO LOWEST INVERT l` /
1'b'G DIP ?c' ~ i n/n ~ A - - -
Wf REMOVABLE CAP 4'(WP-1,WP-Z) PLACE HOLEAT ~ ~ I
6'(WP-.3) ELEVELEV5058.50 (WP3) _
I'm OPENING I ' i- I I~~I: li Iii I~.~ III-III If, l~~_,. !..i-,. X WI TURN DOWN PIPE : I I. ~ I I i- ) ~ ~i. I ~ ~ -III ~ ~ ~
1 - - y 9kB'XB'DITEE
/g'O WELDED STUD 2'0X1.5'OEEP 8'OJ DIP ANTI-SEEP COLLAR
, ' ~~ti ANCHORS-1'OC CONCRETE f00TING _ _ _ _ I , 1 ~ FILL BOTTOM OFPIPE I I _ =i -i i - _ • r, ~ . T k ~ WITN CONCRETE - i i-I ~ -1 ~ I ~ i I _ - _i i l I I I I _ _ ~I - I ~ ---I -i . l_ 1 I__. I I I
RCP ~ DIAMETERI .-1 ° i ( I- ~ ,III III ~ ~ ~ L - -I -i _I - ' . ~ LENCTHSVARV _ _ _-~5'DIP VIII ,I1_iII-1I-1II-1II-II1=II-111-111_1111-II1-II_II-~I- - Y -1 ~--III-III-- ~ SARTHROUGH PIPE III - - -'I - 'i ~~~~'~~j~ ~ E TA I ~S LARRY KING ~ ASSOCIATES,
0 TNS VAR _ ~ ~-III-: ~ ~ ~ ~ , _ X15' LONG ~ ~ ~-1 ~ ~-I ~I ~ ~ ~ ~ L- ~ - J'-D» F>'/wP-s LEND i l l ~ l 11=~ ~ ~-III-1 ~ ~ ~ : I ~=I ~ i=~ ~ ~ ~=i ~ ~_I~~I, I ~=I i REVISIONS ; R.L.S., P.A.
~ " s~ Y 1 ) - - _ _I _I - - ~ - _I I I_I I I-III-~ I I_, I I-~ ~ ~ _ • . I I_I ~ I=I I Iii l l-III--~ ' STORM WATER MANAGEMENT PLA(~
2 - - =111_111-1I - <A: Ill-i p P.O. BOX 53787.
WATERSTOP 7~~ti~''s.~ OWEL I I ~ ti` ~ SEE NOTE 02/09/2009 TWO BALE LANE 1333 MORGANTON ROAD, SUITE 201
/1 /'~TT(~~ I ~r,l i n nr ni i n cc -r~nin FAYETTEVILLE, N. C. 28305
02/19/2009 UU I I urN QU/A r« r- nt-\JL i vvv TELEPHONE: [phone]
X-Y SECTION -XX
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PROPERTY OF: GILLIS GROUP PARTNERSHIP CHECKED & CLOSURE BY: LARRY KING DRAWING NO.8MP 2 OF 12

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