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S89"39'31'1.JJ
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Centerline
2!3 ' Private Access .f
Utility Easement for
Lot /9
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DOHESTIC WATER
FR0!11-10A LINE IN
ROA[;WAY
·.
-. -·
GRAPHIC SCALE
( lN FEET )
l inch = 30 ft.
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Acres -r/-
~~~~::==~~~~====~~T~SAAC~ ---_____RENZA i'E'~ T TI-lE N7'3'of'0:;:!7 :=--------------~~/(__.-_.;-:h47·83_ INSPECIION P ORT AT 9!3£~~~ ~ ~ 1!1AINTAIN R£QJRED TI-lE £!1? OF EAC!-1
-ISDS S YST£!1 -10 I SETBACK FR0/'1 RaJ/. I
DEFLECT (I-IOR.Z) WILDING ENVELOPE I
INFILTRA TORS TO
!1ATC I-I CONTC:URS
AND S TEP DOlJJN
RO.J/S VERT lJJ/T/-1
SL OPE.. !1AIN TA IN
SETBACKS
GARFILED COUNTY
ENVIRONMENTAL HEALTH LOT 18 COULTER CREEK RANCH -!<fELL SEPTIC
EXISTING AND FUTURE GROUND
BACKFILL -3'MINUS MAX.
BEDDING ZONE -FINE NATIVE
MATERIAL NO LARGER THAN
MOUND 6' OF TOP SOIL
OVER EACH RO\ol OF INFILTRATORS
KEEP TRENCI£S AS SHIJ Lt.D\1 AS POSSIBLE
MINIMUM DEPTH 12'
I' IN DIAMETER loi!THIN 6 • IlF
INFILTRATOR~=.....---. MAX DEPTH 24' TO TCP llF I NFILTRATOR FROM EXISTING GRADE
ADD FILL AS NEEDED TD DDT AIN A MIN DF 30' OF COVER OVER UNITS
INFILTRATOR HEIGHT IS -12'
TRENCH
Electric Pecleslal
•
ISDS DESIGN
PLAN AND DETAILS
6 RD'JS 80' LONG
20 UNITS PER RD\ol FOR QICK 4'S OR 120 TOTAL
IE OF EACH RD\ol TO BE FIELD DETERMEINED
HINIHUM DEPTH IS 1-FDDT TO BOTTOM OF
TRENCH, 10 ' APART MIN I MUM
IE TO BE FIELD DETERMINED BY ENGINEER
INSTALL SPLASH PLATE I' 'JIDE < 18' LONG AT PIPE
ENTRY TO EACH INFILTRATOR 11'< TRENCH FLOOR
DETAIL NTS
........
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6-Ra/JS -6 CUTLET~ I INLET.
20 UNITS PER RaJ)_ /20 TOTAL
CONCRETE SPL!IIER SOX DETAIL
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PROJECT NUMB ER
0 7-15.01 ISDS-1