HomeMy WebLinkAbout26.93.1 - Site and Sewage Plan (2)T.O.F. AT EL. I SEPTIC PROFILE
ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT m WALE)
ACCESS COVER (WATERTIGHT) TO
12 )f5 MINIMUM .75' OF COVER OVER PRECAST /` WTTHIN 8' OF FIN. GRADE
12. K. 2x SLOPE REQUIRED OVER SYSTEM
RUN PIPE LEVEL Y DOUBLE WASHED PEASTCNE
L10
FOR FIRST 2'
PROPOSED I SooIrGALLON SEPTIC
0
TANK (H- 10 GAS
BAFFLE .10.3 "�—
to.0
( x SLOPE) 6' CRUSHED STONE OR MECHANICAL
- COMPACTION. (15.221 [2])
DEPTH OF FLOW - (! x SLOPE) (fix SLOPE)
TEE SIZES: 3/4" TO 1 1/2" DOUBLE W"SH
INLET DEPTH
TLI
OUET DEPTH �g
FOUNDATION— 1�i — SEPTIC TANK 1Z D' BOX �1
FA
LEAHING �" 1. t ASSESSORS MAP ZZ PARCEL S (ot
FAC
nn
�Q� I'62cE L ci �
i
TEST HOLE LOGS
ENGINEER: A- 0'rA tw P Fi
!z ><o WITNESS:
DATE:
3' MAX. PERC. RATE
Io•s CLASS SOILS P# N/Ok
2
c CSIgQ
`1. v Q ELEV. 4
0"
ED STONE
h L_
E
' L.�j . b.h• I�Y(s � ZONING DISTRICT: YL -'LS (c-�rw•'--�'�
YARD SETBACKS:
S FRONT = 3-
A." ! 5 kK "IAh SIDE _ (D 1
V hV . I vA-2`k �•
5
REAR
PLAN REF._- l `P 1+ti,+A /1`lBio%
G
NOTES:
FLOOD ZONE: A e2 a L_ l o + r3
- A✓JJ. : % �
SEPTIC DESIGN: (GARBAGE DISPOSER IS r+oT
1. DATUM IS j�l�`�� �� ✓
2rJ tT..
(%UI-010(q._GPrAT, To ✓(:(LIFGr.
USE : � 1� GPD i�c iIG: r CVr
S. Miiv!mLjm r-iPE F•ITCH '10 BE 1/'6' PER F6 OT.
SEPTIC TANK: � GPD (2 ) = f�
'!J
-40-11�jf-
JOB#
(y fi(�GiJI✓t..r-lE.rtT-�
�.z AoS. a„o
lo.�
obs. t:•>� I:�'
NOTES:
No WaTEy
SEPTIC DESIGN: (GARBAGE DISPOSER IS r+oT
1. DATUM IS j�l�`�� �� ✓
DESIGN FLOW: BEDROOMS ( 110 GPD) _ GPD
2. MUNICIPAL WATER IS
USE : � 1� GPD i�c iIG: r CVr
S. Miiv!mLjm r-iPE F•ITCH '10 BE 1/'6' PER F6 OT.
SEPTIC TANK: � GPD (2 ) = f�
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 1,9
5. PIPE JOINTS TO BE MADE WATERTIGHT.
USE A 1500 GALLON SEPTIC TANK
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
LEACHING:
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
SIDES:
USED FOR LOT LINE STAKING.
BOTTOM: 5� x IZ- (."(4 X44 Gp�
g, PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
TOTAL: r000 S.F. 44 GPD
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
IgE 2 poh14 OF G/�A110PP✓J IMf1y{�p�ozs
FROM BOARD OF HEALTH.
1 1
�'yG1,1� a�� y,. 5'F'Jr)`G A'( �JII/JGS i PJt�I'�EG_1..1 (L�h��
10, 6�t:0�i[i `7Yh jEN th tioT ✓JEStlarlE(J I!DR- `l�1Lt�E MO•�7tiLCA.
No °ri'ot-IE Aj Er1iDS •
II Lo1-1 i (lAvloR- 1n (iff+�F�`�f(S�- �pli ./�2IF`(ltJ(x t�OGkilOt•14j OF
-O
LEGEND
SITE AND SEWAGE PLAN
100.0 PROPOSED SPOT ELEVATION
OF
I �/j
�h -2- -r (03 X70.G✓i#�R(�. 62aA\a-_
100xO EXISTING SPOT ELEVATION
--(a
IN THE TOWN OF:
100 PROPOSED CONTOUR
EXISTING CONTOUR
PREPARED FOR: ff
fz--
a (oar Ot.4'45�L�
-50 o �o
BOARD OF HEALTH
0 < MA
SCALE: I -�50I DATE: 17 I`(,j
G APPROVED DATE
-rI
eQ i0-4b4t
fm 60! M &3l2 -i!!0
down cape engineering, inc.
o��J`YARNE <y �}i�`�N Of
CIVIL ENGINEERS
S OJA�+ -
N0.2 CAM W
y 346
LAND SURVEYORS
Fs krr aREO �'�
939 main st. yarmouth, ma 02675
1
H. OJ L.S. DATE