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M f~ r+. / / J !t / / i / r ` / ~ r J 1 7 / 1 1 i t r r ' l i i 1 I , _ ~ / i . ~ / / ~ ! i ~ ,t r ! ~ f f ! l i i / i t J J r r r t , r ~ ~ 1 Zone l: 2,400 SF D~AwN: zPN
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V / l I ! I l i I t t t / r i 1 1 F` t ! II I-j Zone 2: 19278 SF CHECKED: RL7
PROJ. NO.:
soae r = 20,
~ ~ ! r l ~ ~ ~ 11 / / f J F I ~ 1 l l r r I i ! ~ / f ? 1 ~ f f SHEET: 20' 0 20' 40'

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WET DET ElV T IOIV BAS I lV CDIUT R0~
m
GENERAL NOTES
NOTE: .USE -CLASS "B " CONCRETE.. Z
AFTER ALL DISTURBED AREAS ARE STABILIZED USE ~4 BAR DOWELS AT 12" O.C. ~ 0
PROVIDE STEPS SPACED. 12 " ON CENTER. Z
AND SKIMMER IS REMOVED, REMOVE 6" PLUG ~c
..USE fORMS fOR CONSTRUCT ION Of THE BOTTOM ~ W
AND INSTALL 6 - 90°INVERTED PVC ELBOW. INSTALL SLAB. ~ ~
REMOVABLE PLUG ON 4 "Q~ PVC DRAIN. FRAME & GRATE MUST CONFORM TO NCDOT
fRA~IE & GRATE STANDARD DRAWING 84020. FOR LU
FRAME & GRATE ~ FR (SEE DETAIU (SE 6 "PJ -90 DEG. fSEE DETAIU ANCHORAGE Of FRAME, REFER TO NCDOT ~
STANDARD. DRAWING 84025.
If REINFORCED CONCRETE PIPE IS SET IN
PVC ELBAN BOTTOM SLAB Of BOX,ADD TO SLAB AS SHOWN W
ON NCDOT STANDARD DRAWING 840,00. Q
RIM EL- 3020' ~
RIM EL-307A' WHEN ALL DISTURBED AREAS DRAINING TO
POND ARE STABILIZED AND VEGETATED,
REMOVE SKIMMER, PLUG 4" PVC DRAIN PIPE 0
AND INSTALL PERMANENT 6 " ~ - ~ DEGREE Z INVERTED EL~W ON PVC ORIFICE PIPE. ~ o ~ o
(SEE DETAIL) ~ ~ o ~ y z
~u~~ o
~za~'
N ~ ~a j W
2'-0" 8" (TYPJ 8" (TYPJ 3,B" .m ~ ~ ~ m
~~m~- ~ o
~ ~o
6" ~1 PVC ~
PIPE ~
m i
STEPS (TYPJ i ~
fSEE OTU JZ
H h y
WW
6 ~ PVC PIPE W ~
w/ PLUG WN Z
1? Z ? ~
~ 1W ~ Z
6" ORIFICE Z
FAIRCLOTH SKIMMER s~ ORIFICE 6 INV.EL 301 A'
3 " SKIMMER w/ 3 " HEAD \ ' I o p
24"0RC Q W
OUTLET y
PIPE ~J

~ , SEE NOTE
4'4?J PVC
PIPE ~r
0 D
FLEXIBLE HOSE 4"!a PVC DRAIN 4"
INV.EL-2945'
~~i~~~ ~ V
/ ~ / / / / F~ ~i~i ii r ~ ~ ~
9K'
/ ~
x
- / ~
24 8 ~ 8 " OU INV.EL- 292A' I g II PLASTIC MJl N~UBIRIEB MODEL 24 f3 RC
OUTLET-PIPE 4„ A.
INV.EL-292.0'
® ~ FI
O 6~" ~
a
1~"
Q
V
TEMPORARY STORAGE VOLUME PROVIDED ABOVE
PERMANENT POOL = 7 72.722 CU.-FT.
y
SURFACE AREA PROVIDED AT EL. TI TEP POLYPROPYLENE PLAS C S C
30 7.00' (PERMANENT POOL EL.J = 8,540 SQ. ~
DATE: ~0-10-2007
~ SCALE:
g ~ DRAWDOWN TIME s 2.5 DAYS ~~AwN: RSE/ZPN
rNFr~n. on-
w !?L!
PROD. NO.:
V SHEET:
~p ~1 w
\ D2
..Q 4

~ R~!
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~r.~F.~~~~~
I ,Q
WET DET ENT ION BASIN ELEV AT I m
Z
cn o_
Z~
V
..~AA W
v? 0
W
CL~
0
0
Z
UT ROL S~RUCT URE RETAINING WALL ^ ~ o
RETAINING WALL CONTROL ~~0000 y. O
(TOP EL.-VARIABLE) FOREBAY (TOP EL.=V AR I ABLER ~ ~ ~ ~ a Q
~Za~ W
c ~ J W .Y tll
~ocm ~ ~ O
BOTTOM EL. = 287.0' / ~
RIM EL. = 298°5. ~ W
ACCESS ~
~0' BENCH BENCH m Z
CLASS B RIP RAP
(V EGET AT EDP ' ~
300.0' ~ ~ rP ~ 300°0' ~ Z ~ '
FOREBAY EMBANKMENT EL = 295.0' p (TYP.) W W W
o, - ' / W iW ~ ~
295.0' -OVERFLOW WEIR EL.= 294.0' PERMANENT WENT PODL EL. - 295.0 295.0 ~ z ,
.Z W ~ 2
0. ~
Z W Q ~ O
Q W
BOTTOM EL. = 287.0'
i~` ~
1 ~
~ i
COMPACTED CLAY LIN (MIN.THICKNESS 2.0' a 'LINING
~ o
2.0') ~ ~
W
~ ~
h ~
~ o
x ~
0
A ~
~ w
o
~ ~
8 x
t ~ ~ ~
~ y
g~ DATE: ~a ~o-2ooT
SCALE:
D~AwN: RSE/ZPN
v y KC 1
. •r PROJ. NO.: Q
V vJ \ SHEET;
O
q O D3
w