HomeMy WebLinkAboutSite Planc\t
0
Lo
c
co
co
0
0
coCLA--
1 \
O '. i` \ ` \
000,
J p,, (\
c(r tLF r
ne
1100,
rt7
z / \\\` ..\ '
ry+ / ,`• \ \ \
it ! \
i
FOOTING °\
ftp: /
1 ./'f••" , l ' ' \ ---j`
f f '(
1 \ NUN -WOVEN FILTER FABRIC
6 solL coVER OVER STONE
koll i`'ROP05E D i v t `` A (MIK)
1
EL
I / ; OF ` 4" PVC PERFORATED PLASTICf \ / FINISH DISTRIBUTION PIPE (ASTM D 3033)
ra r
GRADE
1715' WELL RADIq/ S ONE INCH CLEAN BROKENt ' I
ur
211
STONE OR SCREENED GRAVEL
1010
t ` 150 1211 CIN\ERT
r ." WETLAND
0
it
BUFFER
r' ,
01 I 4811 WOTH
g/t,! {/ cid ;
GAR. !! /! 1 ' ._ ` 1011
FF.=412.0 % i \
1' MOTTLING
LINE
DECK f
INV.=405.5 PROPOSED 1 i SILT F NCE /100,
3/BEDROOMS / 12 x 48 LEACHING TRENCH
r
NOT TO SCALED -Box ' F F.°41x5 1 t _ - ,
ell
INV. =401.5 \\,/'
PIPE OUTS 201 / 1 ( I ` --_
1.
SEPTIC SYSTEM DESIGN LOT 1212' DRiVE 4Oc3 TH
f I •' —. PRIMARY 5Y5TE:M: ENGINEERED SYSTEM REQUIRED
PERCOLATION E'.A'iE: i TO 10 MIN./INCH
3 BEDROOM HOUSE
EFFECTIVE LEACHING AREA REQ.IIREP = 495 SF --'\
1,000 GALE! - f' ,
USE A 12 DEEP x 48" WIDE TRENCH
0 -Box c , EFFECTi VE LEACHING AREA OF TRENCH = 3 SF/LFSEPTIC `i ANK - UP ! C ' LENGTH OF TRENCH REQUIRED = (49355FX INV.=401.s -'' iNV.IN=4s 625 '' ' / _ ,, 5F/LF) = 165LF v
SLOPE = c351, 90PIPEOUTf. INV.OUT = 4 00& 0- DEPTH TO RE5T'RIr, TIVE: LAYER- 34
TY / ; / -.!^ , / / a H.F.=26 F.F=1.5 PP.= 1-0 MI -85 REQUIRED = 39 LF \• a
40'5/ ' `'-- / R ` USE THREE 8016 OF 60` AT 9' O.C. r -
THI2c
X -BOX ( a ' . LEACHINC4 AREA PROVIDED = 540 5F
NV.=46.0 11-it2A / /
PIPE OUT) RESERVE 5Y5TEM: f
T12 c
i USE SAME DESIGN AS PRIMARY 5Y5TEM
3 ROLL16 OF 60 L
C CH 5- 4C:HIN
2B
g: , TOTAL
DEPRCOL
ION TEST DATA. Q
SOAK AT 10:55 - 11:19 tiTESTHCIESRECORDEDBYAMANDAACHIiATOW .ROBERT ffi
RUSSO
ON NOVEMBER 1 11:2?s - 1625"
1 / / i5 E BER 9, 2002
SF , SETBACK i' 11:25 - 115" q t
TH 012A 11:21 - 18.15" -
SP [ 102" TOTAL DEP`CN 11:29 - 19.5" f _ J . 0
S 0"-9" DARK BROWN SANDY LOAM TOPSOIL 11:31 - 20251 I
RESERVE SYSTEM ` 9" -20" YELLOW BROUN SANDY LOAM 11:33 - 21"
11:35 - 21.15" 20"-36" BROWN SAND 11:3 - 22.15" zilTE
11:
31
36"-102" SARK Y LLOW BROWN, GRAY, G
1
Y BROWN SANDY - 23.5" LOAM 11:42 --24"
NO BEDRc CK "
dam-
t ,• 1 giro" WATER
11:44 + 245
11.4.6 - 25
36" MOTTLING 11:48 25.15'1 n
cNp 11:50 - 26511
TH #125 11:52 - 21"
u._`''` . • • ```-•L, ' `35" TOTAL DEPTH 11:54 - 21.2511
0"-12" DAG BROWN FINE SANDY LOAM TOPSOIL 11:56 - 215"
12"-3i" YELLOW BROWN SANDY LOAM - 11:58 21.15" L 1tom3i"-95" YELLOW BROWN, GRAY BROWN SANDY LOAM WITH MOTTLE 12:00 2825" ON MAP
UYNO BEDROCK SCALE: 111 ` 1000'
UA 93 WATER21 MIN / 4.15 IN 4.4 MIN/1N
3`i" MOTTLINGS PERC. RATE = i To to MIN
t *WATER SEEPING AT 4'
r