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STORMCEPTOR 4501 (450 GALLON CAPACITY)
SEE STC 4501 Precast Concrete Stormce for
STORMCEPTOR E)OSTING GRADE P DETAIL X450 U.S. Gallon Capacity) v
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7/ / / / , Cover and Grate y~Oj$ONtlSONYtl3M area sar+a tt3 u)
~ //~r ~ N3~lkM't1N30 \ ~ All'! ~~ar~n- ar+3a ~
~ ~ \/\r EXISTING GRADE 5" ade Ad'stern To „ \ EXISTING BULKHEAD BEYOND $uR Fnislled Grade 83~ N N
; ~ 800 ~ t / i. ; L 833 qx
ow
/ TROUGH wau " 91 @g a bA
4 / PVC P'pe ~ y ~ u
PROPOSED 15' I I tlin.l5" High c Q) V.~
CONCRETE PIPE 0.5X I I w/ 4" Cop > m Starmceptor ~ SLOPE (MIN.) I I O.SX SLOPE
, r-1 r ~ r ~ ~sert oQU N
\ . ~ ' \ \ \ ` \ I ~ EXISTING GRADE : ~ . . ' ; / / , / , / • / 4"/ Oa Part Port 4-
~ ; . \ \ \ ~ \ \ \ + Inlet • Outlet See Note 2 .1.1 z x0x o°
j / ~ r/ ?//~/\/~/\i • \ io ~n ~ Riser Ppe 4•i Outlet -41 ~ m p0
/ ~ • . • ~ i~\ EIgS~ING BULKHEAD BEYOND ~ 18" Riser Pipe s O z pl~:~
• ° " PROPOSED 15• CONCRETE PoPE
BRICKS SET IN CONCRETE IN ; } m
, STAGGERED ROWS AT 12. O.C. CONCRETE TROUGH WITH : ~ / / / 4' 1HICK WALLS EXISTING CONCRETE BULKHEAD 12"/ Idet 4"1 Outlet ~ * kllet Outlet Outlet
. • * . • Down . r\~ . , ' , • . • ; / ~ Risa Pipe .
\\7 ' ; . , , . ; ; . (Removable}
r\// / /1// % / / % % i~i.~i~:ii~//\ 48<7 +IfR irod s.o' ~ • /\\~\\/\\~\\~\\~\\~\\/\\r ~
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. ~ . ~ ~ . * ' . ~ : g+ nsert Ta Here Oa co
_ ? ? ? ~ ~ ' (Tee Opening to Face 51de Wdl) STORMCEPTOR TROUGH DETAILS W (A o
? ~ ? Section Tlw Chamber Plan View
a ? ? ? a SCALE: N.T.S. ~ ? ?
? ? NDTES: • ? ? 1. TfE USE aF FtDtlBLE caNNEC1IDN IS RECO6WIENDED AT Tiff NLET AND W1lET WHERE APPLICABLE.
? ? ? 2 THE COVER SHWID ff P0511OHED OVER THE INLET DROP PIPE AND THE qL PORT. a
" . • 3. THE S10RI4CEPTOR SYS1E11 IS PROTECTED BY ONE OR MORE OF THE FOtLOWNG U.S PATt~iTS 14985148, 0 48.
_ • • ' 15498331, 15725760, 15153115, 1''.1849181, 16068765, 16371690. BRICKS SET IN CONCRETE IN 4. CONTACT A CONCRETE PIPE DPASIOtt REPRESENTATIVE FOR FURTHER DETALS NOT USTEO ON THIS DRAWING. d z
q STAGGERED ROWS AT 12. O.C. WING.
as
a EXISTING CONCRETE BULKHEAD o,~
~QW zp STGRMCEPTOR DETAIL O
/~~j '~F/j~ ~ / ~ ~wq TROUGH PLAN VIEW SCALE: N.T.S.
i ; / , /
/ ~ , ~ SCALE: N.T.S. ~ ~
i/ o Q Z
~~I~ / 0
SILVER LAKE g
W
Y ~ ~ ' / U
"~S ~ ~J i ~ \ m
TROUGH (SEE DETAIL) / i ' ~ ~ U
/ M.N.W. IAEIllAlED 12/2/9 Q W
19'4 z 0)
i, ~ ~ - ~ ~lC STORMCEPTOR FILTER a sy, - yy, / ' ~ ,
x ~ s (SEE DETAIL) o x ~ 9~ cr)
GRATED INLET TOP ELEV. = 9.4 ~ _ ~ SRPSfO _ - _
NXl _ o: o
j/ NAIPU., ~ ~ NNp 0 z
F ~OPOSFn 25TORY r NOTES: w ~
{ ' 9 9' - DI1N.nING Pl' ~ ; , i - 1. TOTAL LOT AREA = 10,527 S.F. (PER SITE PLAN) o ~
~ - ~Prir~ a>>rxm~w~rurnraal2 'a U
- - PEA _ 2. LOT COVERAGE = 4,846 S.F. (46.03%) (PER SITE PLAN) !1 PLAN) O
- Y m ~ ~ 3. AfaOUNT OF STORMWATER TO BE TREATED = 1.5"
py m ANSLEY 0 NEIL gt33011t . 1~ FlLE NO.:
r ~ (06:65 PG:523) .f - ac3ae~er ~ _ ~a 4. S~ORMWATER VOLUME - 606 C.F. qy ~ -----------.,96,_ f__aw _-'~?~rEK 1.5" 12 * 4846 S.F. = 606 0°~,.• C ~ ~~~ei
ncH - - - - ~ ae~s g 0 07-1185
ncn~ GEA ~ ~ $/0., GDi1~6 +~ji 9 w - y Q/0 ,L m9 SCAB. .
I1F~ x N20 5LC'iIL > ~ E C' AAL N/A
eoB - Y 3 I:DCE ~ 018 _ i -018 SURVEYED N/A
_ ~r _ , `7~ _ E Q` 9.9' _ ~e 1J r DRAWN
_ ~G . 'm ~ ~'tltiLKl1~ ° ~1n °p•r*e.• '~GrNE ~ Qi o DRB ~~aaae o••
_ ''~~,'rD G~ ~ G• CHECKED
^ t; r e4 _ i, RAYMOND G. PATE, CERTIFY THAT THIS SITE PLAN ' ~~n ceareeoFww NC, 12 ei.ez WAS PREPARED UNDER MY SUPERVISION. THAT THIS ~r~~:~~ecatN`~ RGP DATE 01/10 08
elevnncr~ io.o 10s,7e PLAN IS TO SHOW THE RELATIONSHIP OF THE
PR01'OSED SEPTIC SYSTEM AS PER THE PROPOSED SHEET NO :
- - OR EXISTING SITE IMPROVEMENTS IN ACCORDANCE / 75`ES _`_~^tqe~ WITH THE REQUIREMENTS OF 15A NCAC 18A .1900 AS kS
WELL. AS THE REQUIREMENTS FOR THE APPROPRIATE
INNOVAl1VE WASTEWATER SYSTEMS. THIS SITE PLAN SHALL NOT TO BE USED FOR ANY OTHER BUILDING
PORTION OF SITE FLAN OR IMPROVEMENT PERMITTING AND IS NOT FOR RECORDATION OR CONVEYANCE.
SCALE: N.T.S.
OF 1 SHESPS