HomeMy WebLinkAboutApproved plan 5.4.2011v aN g
NOTES Joe No. Y10 -2s .Co
Herito e Dr. N
1 `/ Salvucci3a.dwg 9 u
1. LOCUS IS A.M. 17, PARCEL 19: FB ar
2. ELEVATIONS 25/46 SB12/28 0
CC1 0 5 SHOWN ARE NGVD29 BASED UPON RM24. v
"j ` WN, 3. ;LOCUS IS IN FLOOb SON y
. V } ` a w•1 ES B & Al2 (EL 1O ON FIRM Q
•..J TI \ , „ } DATED JULY 2, 1992.
� ; as d. ALL PIPES TO BE 4 . SCN -40 AND o
O • PITCHED AT 1/4 PEI FOOT: UN, v
5. MUNICIPAL WA ( LESS NOTED
cv TER 15 AVAILABLE: LOTS WITHIN } ti ,
EJ " 100 ARE ON TOWN WATER.
b V5 6: COMPONENTS t0 BE'AASH
_ .: � � TO" H 10, UNLESS .NOTED."
7, INLET T
C, lI EE TO PRbJECT'DOWN:13 OUTLET TEE D
3 n,' PROPOS S. IF TWO OR MORE CIN - OWN 14 :
ED ES, WATER. TEST D BOX FOR• EQUAL FLOW r'
b -BOX EXIT PIPES t0 BE
tt� LEVEL FOR FIRST TWO FEET. Seo Gull
RETAINING TA I N I N O 9. DEPtH' OF COMPONENTS NO 01.
1 \ _ {
T TO EXCEED 3;:OR VENTING M
J C VERS: BUILD U�' COVERS rT " MUST BE PROVIDED. NOT TO
K WAIL REMOVE 0 6 BELOW GRADE --2 ON TANK; 1 ON D= A
REMOVE f0. STONE TO BE DOUBLErWASH „ BOX, 4 ON LEACHING SCALE
\� OD ED 3/4 TO 1 1/2 ;WITH 2 MIN. 1/810,
' 11. IF UNSUITABLE" 1/2 PEA STONE ON TOP
�i SOILS, OR SOILS DIFFERING FROM tH
SHED - E SOIL LOG ARE FOUN LOCATION
(f1 CONTACT THE BOARD, Or HLALTH; OR R.J. CA D, MAP
REMOVE 12. IF AN CADILLAC.
(v OVERDID IS CALLED FOR BELOW, FILL MATERIAL FOR
IS 0 BE CLEAN R 5 AROUND AND UNDER LEACHING
P7TINO GRANULAR, SAND MEETING SPECIFICATIONS OF 310 CMR 15.
- 13. PUMP AND FILL ANY EXISTING 'CESSPOOLS." REMOVE 255(3). TEST HOLE 1
0 0,(� HOUSE E CAVE ANY CLOGGED SOIL; BLOCK, AND STONE IN
LEACH AREA, AND DISPOSE OF AS"OIRECTCD BY HEALTH AGENT.
/ / DEPTH (inches) ELEV.(feet)
O , 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. NGVD 9
J SNER O r f _jl { - - EJECTOR PUMP IS PROPOSED TEST HOLE DATE: April 21, 2011
FOR BATH IN BASEMENT " ` PERFORMED BY: Ron Cadillac, Soil Evaluator12
F
WITNESSED BY. Amy Von or
: Hie
„ RS CHO
PERC RATE:
�j <2 -00 finch (C toyer)
1-�), SOIL SURVEY 1993 i Carver coarse sand
rn ., _, r.. " , { (� 16:5 GEOLOGIC ) ,
D / 8, �J f '� 1 APP rop. Top Found. , ; G C MAP(1986). Harwich outwash. plash de osits 34
p
/'. / �• Invert 11.60 u
/
) (1 . Proposed Invert 11.100
,
+ .
,.
f
,
20 HIGH
CA
PAExist. TR CI
T
Y 4.1. 2-
Use Gas BafflePatio MO Invert9.60 503 .rmax. cover Proposed aced /O STONE
WALK s ' Pro A -10.61 -Top Units8.8-9.9=Top nitsPROPOSED MARX --Top PPoposed 5-1/2o/ft Fater ClothOP MAG. HAC
M OAVEVENT-12.14 140 vba9 Inveq 11.26 500 dal.RETAINING WALL max. cover 97
i Proposed Septic Tank
/ ') 1. I. Exl •�., �r , :r try r ,, ,
O 1.0 F St.
1 1
Ret rr � ,
Invert A 9.60 11 120"
A layer 10yr 3/2
sandy loam
B toyer 10yr 5/8
sandy loam
Cl layer 10yr 5/6
loamy med. sand
C2 layer 2.5y 6/4
med. sand
Observed Water
11.0
6,2
6.8
2.9
T,•�_lJ :., / 14'', / 1 1 , ,_1, ` .i ,, Invert B 8.52 1.0
• WOIIS / 4 I Pro A-8.6$
PROPOSED Invert 9.77 posed 8-8.6 ;
1.1 O i
_ 1 6 SiOne or, compact Proposed 5' mlri.
' --- - - p° 75X < I 1 BOTTOM LEVEL
WORK LIMN 1 I TEST HOLE 2
j./: i(J d : \ + -_ ) r--- 16 ---, 1.. i0 _ _.l IImo}, A-0. High Groundwd r= .::i.
v
'Ci r'. 1 `I 1 _ I J --� I _ 8-7 9 to 3.6 ELEV.(feet)
�X `" 6 Q' r 'r y , r 1 1 < 0.7 of 1.4' AdJhstment� DEPTH (inches) NGVD29
111 \ Provided march 201; 0
,. Mash29 well
s.
t
Observed Water -2.9 NGV029DESIGN DATA
A
20
/ °�4�yE 6 'Colas is within J00' of Stilt Marsh '��f 9 LEACH AREAGAPBAGE GRINDER:
No
(�On ! 1 0' REC1tFIRED CAPACITY: 660 GPD(SEE MODIFIED CERTIFIOATION FOR GENERAL USE -=REV. 6/30/10)
f USE 2d HI
1 c`
PROPOSED SEPTIC TANK: 1500 GAL. GH CAPACITY INFILTRATORS IN 4 ROWS, AS SHOYM. 38
O TH 2 i" X r -'': x.,. 'r 7 C) x 1 7 1 .� COVER WITH FILTER DLOTH AND BACKFILL HATH CLEAN
I C:. r 1 EfifECTIV TRENCH LEACHING AREA: 973.7 5F
- 1 SAN
- 1 ].. _<_ 7.79 SF/CF X 6.25'/UNIT=48.69 S.F UNIT` IF IT D
/ IF TOP CAN 13ENKEP�TaFREEROF TOPSOIL,
SUBSOIL, AND FROM 91TE DEBRIS. BE
ta• Q ,' > 20 L"T5 X 48.69 SF/UNIT=973.7 SF(&FECTIVE) OE 5
1 i f 1, 7 ,� DESIGN CAPACITY:
• ".. , ,, t = ' / 720 GPD
BRI$. 6..
AbandOri ( �* [(913.7 SP) X .74 GPD SF]
Existing 1-
Septic System - F
120„
A layer 10yr 3/2
sandy loom
B layer 10yr 5/8
sandy loam
Cl layer 10yh 5/6
loamy med. sand
C2 layer 2.5y 6/4
med. sand
No Water