HomeMy WebLinkAbout44 Tall Pines Drive - Septic DesignBENCHMARK
TOP OF FOUNDATION 20 FT. MINIMUM F
f a?1' 10 FT. MINIMUM 10 FT. MINIMUM FROM SLA
ELEV. _ ,
(ASSUMED), CONCRETE
COVERS —�
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
IN --ECFV.
ELEV.
a
1ELLAR
CRAWL SPACE
4• SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8- PER FT.
FLOW UNE
-T1MIN. pLE�63s e X10`
V�i
�V
of " E
;9ASi-56SUMELEV.
ELEV.
_
DISTRIBUTION ELEV. = µ
Ri1X �jF 10 HIGH CAPACITYSTONE IN AN TDRS WITI; — ,0i
LEGEND:
EXISTING SPOT ELEVATION :00x0
EXISTING CONTOUR----00----
FINAL SPOT EIEVA-nON FOZ701
FINAL CONTOUR
SOIL TEST LOCATION
UTILITY POLE —o-
TOWN WATER iW W
CATCH BASIN
GAS LINE
CLEAN OUT C
CESSPOOL C.P.0
SOIL TESTS
DATE OF SOIL TEST d VG L L
SOIL TEST DONE BXX SWEETSER ENGINEERING
ED
WITNESSBYz /L
o' {?oN
0 0,.
OBSERVATION HOLE 1 ELEv91---
oromi AnnN RATF -' MIN./INCH AT 7S INCHES
DEPTH
CLEAN SAND
TEXTURE
COLOR
MOTT.
LOAM AND
SEED
2- LAYER OF
M,..'
1/8• T01/2"
�
WASHED S PONE
NOTREQUIRED
"
1 CU. FT. OF
CONCRETE
a�
<-
ANCHOR
FLOW UNE
-T1MIN. pLE�63s e X10`
V�i
�V
of " E
;9ASi-56SUMELEV.
ELEV.
_
DISTRIBUTION ELEV. = µ
Ri1X �jF 10 HIGH CAPACITYSTONE IN AN TDRS WITI; — ,0i
LEGEND:
EXISTING SPOT ELEVATION :00x0
EXISTING CONTOUR----00----
FINAL SPOT EIEVA-nON FOZ701
FINAL CONTOUR
SOIL TEST LOCATION
UTILITY POLE —o-
TOWN WATER iW W
CATCH BASIN
GAS LINE
CLEAN OUT C
CESSPOOL C.P.0
SOIL TESTS
DATE OF SOIL TEST d VG L L
SOIL TEST DONE BXX SWEETSER ENGINEERING
ED
WITNESSBYz /L
o' {?oN
0 0,.
OBSERVATION HOLE 1 ELEv91---
oromi AnnN RATF -' MIN./INCH AT 7S INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER