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TEST HOLE LOGS
SEPTIC PROFILE
T.O.F. AT EL 2i . o' (NOT TO SCA L) ENGINEER: 11
ACCESS COVER TO G+RAD�
r` ACCESS COVER (WATERTIGHT) TO %p 0 F ?j 1 _
1 WITNESS: J. r I '
7_Z,,, MIINIMUM4 .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM! y1 S - 2 3 0
_T_ — DATE: IQ. ? o
RUN PIPE LEVEL 2• DOUBLE WASHED PEASTONE FERC. RATE
Z
FOR FIRST 2' 3' MAX. --
25.`d l Soo f CLASS _�- SOILS P# PROPOSED H
GALLON SEPTIC �- 2a, o p o Z
TANK (H- 10) GJ6 `1 .Sl
x.25 _____ 0 Q C7 o Cl0 0 C7
BAFFLE I,.z� A r � a c� o 0 0 Cl C3 C3 a � �� c 4,a�5 °
t- — ELEV. ELEV.�,
$CRUSHED STONE OR MIECIAtICAL 0 0 0 0 0 0 0 0 0 �i 'l i
(� SLOPE) F 2 C3 C� C-1 [E Cl C3 0 0 0 0 _. v a 1 0. kS Q 7 ��
COMPACTION. (15.221 [2])— — [' D
DEPTH of FLOW - (_L% SLOPE) (?L % SLOPE) 3/4" TO 1 1/2� DOUBLE WASHED STONE
LOCATION MAP
.TEE SIZES: q - 0 ou3 G S.L• - _
INI.HT DEPTH -1-p-
OUTLET DEPTH 1 �, 5 f1 Is KR 5%3 Il �J PARCEL
LEACHING toua $!a ' 1 1 ASSESSORS MAP
FOUNDATION— 10� SEPTIC TANK D' BOX FACILITY G ! y-,. ZONING DISTRICT: 14`�'o
YARD SETBACKS:
YIiVL 11J i C�1%3 �..V� 11 M /G-0 �7 Ie Yri FRONT
9"T SIDE = i�7771- 77-7f`REARa (L L 4 - gil5� _PLAN REF. - L- � �- 3ds6,FLOOD ZONE: A,+ E L.
NOTES.
SEPTIC DESIGN: (GARBAGE DISPOSER 1. DATUM IS
1`✓Pig-b ^Jif•:
DESIGN FLOW: 3 BEDROOMS (1; O GPD) _ �'' GPD 2. MUNICIPAL WATER IS
55 2p 3. MINIMUM PIPE PITCH TO BE 1 /8" PER FOOT.
USE A GPD DESIGN FLOW 4• DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- I °
'SEPTIC TANK: . -15"c, GPD 5. PIPE JOINTS TO BE MADE WATERTIGHT.
%�f�i✓'� �' \ \' USE A l�a67 GALLON SEPTIC TANK 6. CONSTRUCTION `DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL_ CODE TITLE V.
LEACHiN 7, THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
SIDES: USED FOR LOT LINE STAKING.
-- ` / �% �/ P�8„� X02\,! far- ��'� (•Z� i= Z{Q) 8. PIPE FOR SEPTIC SYSTEM 70 SCR. 40-4” PVC.
�5•� f �'� +h-Par(�,5g� �__ �i:p
BOTTOM:—
�/ 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED W":TROUT
T 5 S.F. '),-SLI ,NSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
�/�'�J
"' �--'-f L?+ ` t 2'/L`�TJ�_ 10.CONTRACTOR SHALL BE RESPONSIBLE FOR'y'ERIFYING THE
J \,/f• I'_' VEK 4tt�-:1/x LNAr✓1 PFJ L/L"tel l.�tt
�/�-U` � ! \ I' +� j o i° y' �T rr�� t ti�A `'.T LOCATION OF ALL UNDERGROUND & dVERHEAD UTILITIES PRIOR
//" TO COti'i.'ENCEMENT OF WORK.
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G .--'c- �� SITE AND SC IAGE PLAN
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J"' / 1Q0.0� P°OPOSED SPOT ELEVATION OF
I
100x0 EXISTING SPOT ELEVATION IN THE TOV N OF:
100 PROPOSED CONFO''a a �� a i
T. dEXISTING CON?OJ? PREPARED FOR:
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