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ELEV:=163.96 UPST SECTION N ~ ~
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~ ~ ~ 2 48" CULVERT ~ 39 3 O t I i 1 I' I 1
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• ..EXISTING ,GRADE ~ _ ~ - _ - ELEV.=163.71 ,~'ro I
PROPOSED INV ~ _ I:Oj/11, r k 3O 1 qC ~ - _ " _ _ _ _ ~ ~ I
ELEV:=162,68 DOWNSTREAM SECTION ~ 1\ 3 1 AI ~ ~ ~ I v_.
+ G .SECTION DETAIL OT f ~A `f ~ ' AQUATIC PASSA E ~ - ~ C~
~ AC , . IMPACT AREA # 1 j d ~ - 8 za ~ ' of V o~ ' ,°0--- a o ~ I
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PROPOSED INV v ~o EX[STI)y.G GRADE Q~. rr + ~ z ~ SLOT ~ ~ \ r ~ ELEV.=170:15 dS ~ ~ r r ~ J ~ ~ I L
ELEV:=189;15 r ~ , ~ ,r ~ r C ~ ` ~ I ! I r ~38,~ efr Q dp ~ \
UPSTREAM SECTION M7N ~ r , ' f••, a ~ ~ ~ I
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~ ~ ! ~ \ 42° CULVERT ~ ~ ~ ~ 4 B + , I I 2 ~ LOT 9 11 I
. „S 9'YP: f d ~ SETBACKS ~ 4tlands ~ 8F ~ ~ ~ / D~AGT ~ ' ~1 v., 56S? ~f ~ L w a
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PROPOSED INV o._ EI(ISTIN -.`.L- 1 . ` ~ / ~ -'~T .70 ~ );LEV.=.187.70 / I ~ ~ ~V ' I ? ~ ~ \ sf ~ 2 i ~C 8953 saf ' d I _ Q
ELEV.-188 ~ DOWNSTREAM SECTION ~ ~ ~ ~ ~ Sze
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- - - - _ 7 / ~ TIC PASSAGE SECTION DETAIL ~ ~ ~ $ k,~Sr t AQUA 2 ~ \ ~Ofy~ f~G / t ~ ~ N
IMPACT AREA # ` \ ~ F,+V j- ~ j L.. . ~ ~ ~ J~
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NTRACTOR SHALL .VERIFY THE LOCATIONS OF ALL ` t. CO oaa' EXISTING UTIUTIE5 PRIOR TO BEGINNING CONSTRUCTION, • F4LL EXISIIN
~~0 2, ALL WATER &~SEWER MAIN5, LATERALS AND APPURTENRNCES O~ ....e" ~ ICAL ~ ~p°p° T IN ACCORCANCE W1TH-PWC TECHN ,-~C SHALL 8E TES ED 1 : d~ } we , ~ TO HERE ( ~t
SFECIFICATION5, ERVICE SHACt ~ 1~ \
3. Ali,. DUCTILE IRON PIPE; IN SANITARY SEWERS ~ HAVE GRIFFfN' "SEWRER' COAL OR RROTECTO 401 IaNING. ` 't\` Qi \
4. EXISTING TOPO SHOWN IS (ROM NCDOT TOPD MAP..
NO RELIANCE'MAY' BE PLACEp IN iT5 ACCURACY. ARE BASED ON CENTERLINE OF THE STREETS 5. ALL STATIONS IMPACT STREAM WETLANDS WATERS OF I
UNLESS OTHERWISEINDICATEO. i SF ONLY) THE US , iTY AREA ( ` , ACCORDANCE WITH' AlL C 1Y '
\ 6. ALL CONSTRUCTION TO BE IN __._y - OF FAYETTEVILLE STANDARDS AND 5PEgFICATiONS, I 6' Y,9DE 3;542 SF ® J
7. PINS 9486-15-7384, 9486 25 4094 & 9466-24 30 i 83 LF ' {0 )
8. GKB DEVELOPERS INC GILUS GROUP PARTNERSHIP 1,338 SF ~ A`~'41 ' ATIA CHURCH ROAD 8623 GACATIA CHURCH ROAD 2 ~ 0.03 AC. ~ / \ i
~ BAYETTEVILLE, ANC 28304 FA"fETTEViLLE, NC 28304 G F (910) 843--8998 ',[phone] I„ 3 15 938 S ! ` ~ ` ~ _
T ' ~ (0.37 AC.~ 9: PROROSED 5TREE ~ _ .__I ®
10. PWC WAT€R ANO 5E'NER ~r . 1,769 SF AREA= 87.78 # AC. ~ 4 (0.04 AC.) 11. TOTAL , \ IMPERVIOUS AREA= 37% _
12: PROPOSED 0 ~ _ 4 71 AC. 4, 700 SF ~ ~ r
STREETS-205,129189 $F( } 5 t ~ S TOTAL COMMERCIAL=1,219,680 SF (28 AC,) I (0. 1 AC:) !F ~ TOTAL=32.71 AC: ~ 5,531 SF
SHOWN 6 0.14 AC. !9 Q. 13. PROP05ED GRADES ( )
'y \ 14. SET8ACK5: 50' FRONT, 15' SIDES, 3O' REAR F 3,241 SF l
\ : 7 (0.07 AC.)
~ d TOTAL AREA IN' WETLANDS= 33.32 AC, x;526 SF ~ R~ 6 (0.22_ Ac:) ' -
~ AREA TO BE FILLED = 0.95 AC. _ 2,697 SF C NG= O.t1 AC. ~ 9 tioa?uaua~a
ANY CULVERT INSTALLEQ IN TWO BALE LANE CROSSI (0,06 AC.) ® ,~ttio~?eeo THIS AREA WILL 8E BELOW TOTAL IMPACT = 1`:06 AC. - - ^ ~ ~ ~J"`" NCI ~~'`~N CAIN ,
~ 45,987 SF 2,697 SF ® ~~~~~~„uui~ THE INVERT 4F THE STREAM ~ TOTAL = 32.26 AC. ® ~,~`~L~t.,Q~~;S; REMAINING WETLANDS ~~t Q~~,5S1p r' _ _ . ~
AS PER. USAGE GUIDELINE ~ -
~ S~l s~ L ~ L LARRY KING _ ~c AS~'OCIATES, c~- REV~SI~NS WETL.AN D i P ACT MAP R.L.. s: P.A.
_ . _ 4 ~ I. - QGRES~ f;;~
NG 1N PR DRAWL F~ ~ A, g,~ P.O. BOX 53787
~~i~ f?,~.:. ;;u PRELIMLNARY °'~•,~'~f. os/o4/oe T~~ ~ ~LE LAI V E 1333 MQ'RGANTON ROAD, SUITE 201
~ Not :for Construction, Recordat-ion °°0`raegaA~~~°'' PER co~P R~v~v!' FAYETfEViLLE, N. C. 28305
i ~ Conve ante or Saie GRAPHIC SCALD Y ~.~~:~d~ o3/3I/o9 CCTTQN SQU/~RE-PHASE TW0 TELEFf-40NE: [phone] SHOW CORRECT DITCH FILL
1A0 0 50 'GO 200 4°° towNSeiP: SEVENTY FIRST couNn: CUMBERLAfVD FAX: [phone]
oaTE 12/05/2008 SURVEYED BY: f+Ela BOOK.
STATE: NORTH CAROLINA P~PQ~-cs T.a- ear- ~G.
( IN FEET ) p SCALE: I -1 J0' DRAWN 6Y: MLB FILE REP. CnflD' CCtICEPTUAi
1 inch = 100 ft. PROPERTY OF: GILLIS GROUP PARTNERSHIP CHECKED & CLOSURE :ErY: LARRY KING DRAWING N0, 5MP 1 OF A
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GKB DEVELOPERS INC. a
~ PB 119, PG 48 ~ ~r.9+m 9486-25-4094 ~G POND ~ I
-----~.ee_ S_ o f ~ WALMART
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GILLIS P PARTNERSHIP ~~Z i
L~' ~~47, PG 0763 ' THIS PLAN SERVES A GUIDE 1,~1~-24-3086 st 1 ~ ay~7 I I ~
N 5892 ~
FOR EACH LOTS DEVELOPED. ~ X. IMPERV. ARE A 79 AC I
ti LOT 14 DMPS ARE SIZED RASED ON ~ S Ac i
.IMPERV. A O MAX ~
MUM I PERVIOUS EA AS SFT 0.67 AC LO / N 19 T as MAX. IMPf 269 AC
SHOi"~N. o RV. .83 AC ~ AX. IMPERV. AR
' ~ LO 0. 6 AC ~
\ AC
3913 s LOT 12
~ r 1.09 AC MpER~ ;
~ qRf MAX. IMPERV. AREA
0.76 AC LEW1S WILSON FRYE & WIFE ~ LEWIS & LAURIE LINDSAY DB 2604, PG 699 DB 2710, PG 121
LANCASTER at WESTIN 8840 of +J PB 99, PG 189 nn~1 LOT 11 ~ 9486-33-9251 3.11 AC I 9486-33-6444
a ~J AX. IMPER~l10REA
~ ~ ,..!8+~a 1.07 ~ 1.07 AC ~ ~
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~ 1.28 AC w II
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a ~ 2 2.41 A~ JOHN MCN IS ~ 2.11 AC 8155 sf p ~ ~ Q MAX. IMPERV. A EA DB 2899, 0463 - ~C
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N W 5892 of < .26 A I IQ I
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SFT 1 w ~Y FILL EXISTIN ~
SAND FILTER TRAP et/o ~~TCH TO HERE
SAND FILTER SCHEDULE * ~ ~ ~ ; ids ~ tiX o,j~~ _ _ . I
~ 1 . AMENS
J ~ ~s~
S ~ 1NPGE Ep,S
~ 6 G ~ Lot 1 0.73 5 71 2.7 71 2.7 0 S. pRF
Lot 2 0.78 5 66 3.1 66 3.1 G G ~ P o
0.87 5 8 ~ Lot 3 0 2.8 80 2.8 ~ , ~ , gj ~ r ~~P~
Lot 4 0.97 5 76 3.3 76 3.3 ~ ~ 2 J 2 Z . 9P 5~~~/ /l`
Lot 5 1.48 5 82 4.8 82 4.8 ~ ~ 0 S Lot 6 0.75 5 62 3.2 62 3.2 ~ \~G ~P / e~~aenrurp~ /
Lot 7 1.27 5 68 4.9 68 4.9 '
Lot 8 0.87 5 76 3.0 76 3.0 •
Lot 9 0.81 5 70 3.1 70 3.1 f SEAL
Lot 10 1.28 5 73 4.6 73 4.6 ~ ~ 20234
Lot 11 1.07 5 70 4.1 70 4.1
Lot 12 0.76 5 78 2.6 78 2.6 Lot 13 0.83 5 78 2.8 78 2.8 -y~ ~'FNGINE~~r~~ ,,,,295 5.,,... E~G~ ~ ~ ~
Lot 14 0.62 5 65 2.6 65 2.6 SP ruu r~'
Lot 17 1.07 5 80 3.5 80 3.5
Lot 18 0.76 5 78 2.6 78 2.6
Lot 19 0.79 5 69 3.0 69 3.0
Lot 20 0.67 5 70 2.5 70 2.5 STORM WATER LARRY .KING ~ ASSOCIA~'ES,
Lot 21 0.75 5 65 3.0 65 3.0 REVisioNS MA~IAGEME~JT PLAN R.L.S., P.A.
Lot 22 0.76 5 65 3.1 65 3.1
_ ~ n onv Gz~o~
9 FINAL DEVELOPED LOTS Y VARY FROM D~ERVIOUS AREA SHOWN. 02/09/2009 TWO BALE LANE 1333 MORGAN TON ROAD, SUITE 201
SAND FILTER OR APPROPRIATE MW SHALL BE SIZED TO MEET' GRAPHIC SCALE DPMON OF WATER QUALITY REQ . 02/19/2009 COTTON SQUARE-PHASE TWO FAYETTEVILLE, N. C. 28305
100 0 50 100 200 400 400 TELEPHONE: [phone]
03/17/2009 TOWNSHIP: SEVENTY FIRST COUNTY: CUMBERLAND FAX: [phone]
( IN FEET ) NORTH CAROLINA DATE: 12/05/2005 SURVEYED BY: FIELD BOOK: STATE:
1 inch = 100 ft. SCALE: 1"=100' DRAWN BY. MLB FILE REF. P:\P07-062-Two-Bale-JG CADD\CONCEPTUAL
PROPERLY OF: GILLIS GROUP PARTNERSHIP CHECKED dc !-.CLOSURE BY: LARRY KING DRAWING NO. BMP 1OF4

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PLAN VIEW
LID LAYOUT
x
TRASH RACK
~j DRAW DOWN RISER SEDIMENT CHAMBER
r~ 6" DIA. WITH 7" DIA. HOLES
~ (13) 12"(VY)x4"(T) OPENINGS
~ SAND FILTER CHAMBER
x
- L
ELEVATION A
PLAN VIEW 15" RCP OUTLET
CHAMBER LAYOUT
o~aw oow~ wsa,
p" (13)12"(Wyc4"(i) OPEMNGS N ~
q TyP Q T,ash Ra~k
To of Sand
ELEVATION A X=X
Not to Scale
TYPICAL SAND FILTER SCHEDULE
Top Depth of
Elev. Sand (Ds) Length (L) Width (W)
Lot 1 198.00 1.5 71 5.4
Lot 2 195.70 1.5 66 6.2
Lot 3 191.80 1.5 80 5.7
Lot 4 186.70 1.5 76 6.7
Lot 5 178.40 1.5 82 9.5
Lot 6 170.50 1.5 62 6.3
Lot 7 169.70 1.5 68 9.8
Lot 8 175.20 1.5 76 6A
Lot 9 176.60 1.5 70 6.1
Lot 10 182.50 1.5 73 9.2
Lot ll 185.50 1.5 70 8.1
Lot 12 191.00 1.5 78 5.1 ~~~11II II li rr r~
Lot 13 197.30 1.5 78 5.6 ,~OR~tI CgRG~ ~ , •
Lot 14 197.70 1.5 65 5.1
g Lot 17 209.20 1.5 80 7.0 ,
Lot 18 205.90 1.5 78 5.1
~ Lot 19 202.10 1.5 69 6.0 yo ti.F,y
Lot 20 194.30 1.5 70 5.0
Lot 21 198.10 1.5 65 6.0 ~~~''9S S SPE~~'~
Lot 22 189.80 1.5 65 6.1 .3~~_n
REVISIONS D E TA I ~S LARRY KING Bc ASSOCIATES,
STORM WATER MANAGEMENT PLAN R.L_S.,_ P.A.
a E
J Q TWO BALE LANE L-MIIIIIIIIIIII N.U. OUR , 02/09/2009 1333 MORGANTON ROAD, SUITE 201
1 L
U Z J 02/19/2009 COTTON SQUARE-PHASE TWO FAYETTEVILLE, N. C. 28305 TELEPHONE: [phone]
5 03/17/2009 TOWNSHIP: SEVENTY FIRST COUNTY: CUMBERLAND FAX: [phone]
STATE: NORTH CAROLINA DATE: 12/07/08 SURVEYED BY: FIELD BOOK:
n 0 SCALE: NOT TO SCALE DRAWN BY: MLB FILE REF. P:\P07-062-Two-Bole-JG CADD CONCEPTUAL
3 V PROPERTY OR GILLIS GROUP PARTNERSHIP CHECKED k CLOSURE BY: LARRY KING DRAWING NO, BMP 2 OF 4
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TYP . ~ ~v~ ~ I' I tee, 9 s ~ \ 2/x ? rf°r o ? ~ ~ ? ~
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M WATER MANAGEMENT PLAN LARRY SING ~ ASSOCIATES, REVISIONS STOR R,L.S., P.A.
d ° \ 3 ~ S~'q
''`~ST~~Vn ~ TWC~ SALE LANE P.o. BOX 53787
1333 MORGAN I UN NUAU, JUl i t Zu i
oooo~ 02/09/2009 COTTON SQUARE-PHASE TWO FAYETTEVILLE, N. C. 28305
m TELEPHONE: [phone]
J GRAPHIC SCALE 02/19/2009
a 03/17/2009 TOWNSHIP: SEVENTY FIRST COUNTY: CUMBERLAND FAX: [phone]
z 50 p 25 50 100 200 0 L61 \ DATE: 12/05/2008 SURVEYED BY: FIELD BOOK:
60 QO STATE: NORTH CAROLINA SCALE: 1 = 50 DRAWN BY. ML8 FILE REF. P:\P07-062-Two-Bale-JG CAOO CONCEPTUAL
U ( IN FEET ) PROPERTY OF: GILLIS GROUP PARTNERSHIP CHECKED & CLOSURE BY: LARRY KING DRAWING NO. BMP 3 OF 4
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' LARRY KI.1VG ~ ASSOCIATES, MAS S• ' REVISIONS STORM WATER MANAGEMENT PLAN '~--rraurnn„rr`/, R.L.S., P.A.
z e°v. \ \ / i ~~r T Q P.O. 80X 53787
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02/09/2009 1,5,5.) MUNUAIN i UIN MU/-\U' DUI I t ZU
COTTON SQUARE-PHASE TWO FAYETTEVILLE, N. C. 28305
W , 40 0 GRAPHIC SCALE i 02/19/2009 TELEPHONE: [phone]
1 v A 50 0 25 50 100 e
e 0 200 03/17/2009 TOWNSHIP: SEVENTY FIRST COUNT(: CUMBERLAND FAX: [phone]
c0 0 v ee ~ STATE: NORTH CAROLINA DATE: 12/05/2008 SURVEYED BY: FIELD BOOK:
m e / ( IN FEET ) e. o SCALE:' 1 = 50 DRAWN BY: MLB FILE REF. P: 'P07-08z-Two-Bale-JD CADD CONCEPTUAL
a 1 inch = 50 ft. PROPERTY OF: GILLIS GROUP PARTNERSHIP CHECKED & CLOSURE BY: LARRY KING DRAWING NO. BMP 4 OF 4
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