HomeMy WebLinkAbout56.19 - Site and Sewage PlanSEPTIC PROFILE TEST HOLE LOGS
T.O.F. AT EL G T•o ACCESS COVER TO WITHIN OF 11,11, GRADE (NOT 70 SCALE)
AccEss COVER(WATERTIGHT) To ENGINEER: �'N• Osp V� r
WITHIN G OF FIN. GRADE
MINIMUM .75'. OF COVER OVER PRECAST 2% SLOPE. REQUIRED OVER SYSTEM O WITNESS:
DATE:
- - - RUN PIPE LEVEL Y DOUBLE WASHED PEASiONE '
FOR FIRST 2'- _ - G ?% rA I hd , r
PROPOSED oo - 3' MAX. FERC. RATE _ I
- _jqfI 2� 3� GALLON SEPTIC Z .oq !r CLASS SOILS P#
TANK' (H- 10 ) GAS
BAFFLE 21
0 0 0 0 0 0 0 0 0
( Y: SLOPE) 6' CRUSHED STONE OR MECHANICAL
0 0 0 0 0 0 0 0 o ' ELEV. ELEV.
j COMPACTION. (15.221 (2)) 0, Q 0 Q
DEPTH OF FLOW `T f I S SLOPE) (--L% SLOPE) --
TEE SIZES:
INLET DEPTH - _iQ 3/4' TO 1 1/T DOUBLE WASHED STONE A Al
OUTLET DEPTH
LEACHING
FOUNDATION— 1 0 — SEPTIC TANK 2Z D' BOX {1D FACILfTY E ASSESSORS MAP �i PARCEL S 45
(9 IoYR .a(v L 5 ZONING DISTRICT:
V YARD SETBACKS:
FRONT =
SIDE
=
'� v �- i! 2�- t o h- � dr�� V•' �J • { �
REAR =
�}Q>• L-` i co ? �.j___.% _ 03 25 `� 90" ZZ.S N REF. 33a15�i "
��.._,___�__---•.-_'_' --, -j------;+-- �. _ �r. PLA
FLOOD ZONE: L
J/p
Z; 11�e1i'�j I'�'� 1'dt' S
Nf� e ), :_, NOTES:
4` SEPTIC DESIGN:_ (GA1. DATUM ISRBAGE DISPOSER �S r'� A'.r/J}: 6 r? )
% »
DESIGN FLOW: _= BEDROOMS (._f_L0,GPD) _ ?,�GPD 2 MUNICIPAL. WATER IS
C „vim �• �`
USE `A� oE'SfGN-FLOWa ._ �_ 3. MINIMUM PIPE PITCH TO BE 1/8� PER `FOOT.
�.n
GPD ( z ) _ 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H_
SEPTIC TANK: i_.
" � 5. PIPE JOINTS TO BE MADE WATERTIGHT.
C.. •. ' G ! `, ,\ _ \� \ •.`!.\ ��\_� V�s� \�.^ - USE A IEVO GALLON- SEPTIC TANK
6: CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
L LEACHING: ENVIRONMENTAL CODE TITLE V.
�,°i' \ o� 2 r �• ;':,•�-� - l�0
3 7. THIS PLAN 15 FOR PROPOSED WORK ONLY AND NOT TO 8E
SIDES: X65 3._ USED FOR LOT LINE STAKING.
f ti i v� zti� 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC.BOTTOM:
,Ar- ^GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
\=�. c^c� TOTAL �1 S.F. �� INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
�\,o\ � ��,• l�� C> N1a-�,:ra,2+�0�. U,,+, �,;�r7n:'C:2�i w � .FROM BOARD OF HEALTH. ,
10 CONTRACTOR SHALL BE RESPONSIBLE FOR, VERIFYING THE
\ \,1 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
LEGEND
SITE AND SEWAGE PLAN
-��v� �-, •� "_ t PROPOSED SPOT ELEVATION OF ,y 1
�I
ori f T3 100x0 EXISTING SPOT ELEVATION C�
moo' \�T�t / IN THE TOWN OF:
100 PROPOSED.CONTOUR
100: — =EXISTING CONTOUR PREPARED FOR:
} /L—
r
G4 n -ti . _ •... i?ice t \ _ �. \
ry
J
BOARD OT HF.ALTS
\ti a / <y �' _ ✓ /�<��_s FR SCALE:
MA ` DATE:
AP OVED DATE'
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