HomeMy WebLinkAbout26.93.1 - Site and Sewage PlanT.O.F. AT EL ',� a SEPTIC PROFILE
ACCESS COVER TO WITHIN 6' OF FlN. GRADE (NOT TO SCAW
ACCESS COVER (WATERTIGHT) TO
1 Z x5 MINIMUM .75' OF COVER OVER PRECAST r
WITHIN K OF RN. GRADE
11 x. 2% SLOPE REQUIRED OVER SYSTEM
' RUN PIPE LEVEL r DOUBLE WASHED PEASTONE
11. o a j FOR FIRST 2' 3' MAX.
PROPOSE:�6o:E
1� GALLON TANK (H
GAS
i/
R SLOP o 47.r c 2 p�>,qc1
,. (-1/ E) I �G CRUSHED STONE OR MECHANICAL
TEST •THOLE LOGS
ENGINEER: /� 4t - Oma
WITNESS:
DATE:
PERC. RATE �J
CLASS SOILS P#
ELEV.
COMPACTION. (15.221 [21)
�0.5 '. 4 Q
oEPTH of FLOW - (+ z SLOPE) (=z SLOPE) - j CrI �- , I 0"
TEE SIZES: 3/4" TO 1 1 /2" DOUBLE WASHED STONE n
INLET DEPTH - (o O >/� p/A
OUTLET DEPTH - t ` i �.Ort -
A2 L
{ c
/! j/
ti �y
So:, #-I
LOCATION MAP SCALE 1' _
FOUNDATION— 7 — SEPTIC TANK ` D' BOX 7 LEACHING ASSESSORS MAP PARCEL
FACILITY —
�• �.5 �" i ^�. Ict;� °it -- ZONING DISTRICT:
i - YARD SETBACKS:
4 FRONT =
SIDE = c�
15 REAR = —
W � . � • � I vS 2� -4
PLAN REF.
FLOOD ZON A S.,_ I,0 A
rf �0" fad E. '- :c 'C-. - 2.5 4 �(•`•.r/J Ia-j :w, !ON � Rb✓�.^t- 'f? ✓�� l�K
(Z 0y_. /Co �}.Z ao?. tivo N r .r S,r2 riti;r prt.n�.
.I
r
Z. I -L
NOTES:
SEPTIC DESIGN: (GARBAGE DISPOSER is r+oT a vaweil 1. DATUM IS 06,26%
DESIGN FLOW: BEDROOMS ( to GPD) _ _GPD 2. MUNICIPAL WATER IS A✓k1 vn (��
` USE n 3. MINIMUM PIPE PITCH TO BE 1/8r PER FOOT.
� GPD DESIGN FLOW
SEPTIC TANK --4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- I0
(—) 0 5. PIPE JOINTS TO BE MADE WATERTIGHT.
USE A 1500 GALLON SEPTIC TANK
6. CONSTRUCTION DETAILS 70 BE IN ACCORDANCE WITH MASS.
LEACHING: ENVIRONMENTAL CODE TITLE V.
(r L G:
RIO, .. 1,' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
, / —+- 1 nJE�L i SIDES:. USED FOR LOT LINE STAKING.
J �a2 S reg- Sox !2 -
c OOTTOM: T4—lj= 444 �"' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-47 PVC.
TOTAL: goo
( S.F. 44 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
_- INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
i%
��J 1, \„ � ,/� /r 1 ti N�!" i\G-cfo.i.ti,-,+.1 . M° ',--srFE F-{ �t�JS I1• Ln+�i(1Ar''Ic� Wi (�i"fVt�St^,� (-P%' `/ ° {`?s Ga.'1or� OG
J+f �>—IS� r - /` f � At.r< .`. �ti.1'rE.; �`�.,n� ,N F:•x.:L,+/O. tiJ l•I- :
E� cEN° SITE AND SEWAGE PLAN
`t /y i 100.0 PROPOSED SPOT ELEVATION OF
7 00x0 EXISTING SPOT ELEVATION h tO Z Co'J
,
moi! IN THE TOWN OF:
100 PROPOSED CONTOUR
100.— EXISTING CONTOUR PREPARED FOR
2� Iqj
0
`t1 ✓ r� 5 J s HOARD Or REALTA
`J MA SCALE: I� '�5a' DATE: 021v 17 f��(
APP OVED DATE
ft ISM m-ttneo
down cape, engineering, inc.
. CIVIL ENGINEERS CM
OUALA
LAND SURVEYORS �.
q 1 3� q 939 main st.-yarmouth, ma 02875 - .
.TOB AR1VE H. OJAbt PYy. DATE
yCOPY
".
/! j/
ti �y
So:, #-I
LOCATION MAP SCALE 1' _
FOUNDATION— 7 — SEPTIC TANK ` D' BOX 7 LEACHING ASSESSORS MAP PARCEL
FACILITY —
�• �.5 �" i ^�. Ict;� °it -- ZONING DISTRICT:
i - YARD SETBACKS:
4 FRONT =
SIDE = c�
15 REAR = —
W � . � • � I vS 2� -4
PLAN REF.
FLOOD ZON A S.,_ I,0 A
rf �0" fad E. '- :c 'C-. - 2.5 4 �(•`•.r/J Ia-j :w, !ON � Rb✓�.^t- 'f? ✓�� l�K
(Z 0y_. /Co �}.Z ao?. tivo N r .r S,r2 riti;r prt.n�.
.I
r
Z. I -L
NOTES:
SEPTIC DESIGN: (GARBAGE DISPOSER is r+oT a vaweil 1. DATUM IS 06,26%
DESIGN FLOW: BEDROOMS ( to GPD) _ _GPD 2. MUNICIPAL WATER IS A✓k1 vn (��
` USE n 3. MINIMUM PIPE PITCH TO BE 1/8r PER FOOT.
� GPD DESIGN FLOW
SEPTIC TANK --4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- I0
(—) 0 5. PIPE JOINTS TO BE MADE WATERTIGHT.
USE A 1500 GALLON SEPTIC TANK
6. CONSTRUCTION DETAILS 70 BE IN ACCORDANCE WITH MASS.
LEACHING: ENVIRONMENTAL CODE TITLE V.
(r L G:
RIO, .. 1,' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
, / —+- 1 nJE�L i SIDES:. USED FOR LOT LINE STAKING.
J �a2 S reg- Sox !2 -
c OOTTOM: T4—lj= 444 �"' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-47 PVC.
TOTAL: goo
( S.F. 44 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
_- INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
i%
��J 1, \„ � ,/� /r 1 ti N�!" i\G-cfo.i.ti,-,+.1 . M° ',--srFE F-{ �t�JS I1• Ln+�i(1Ar''Ic� Wi (�i"fVt�St^,� (-P%' `/ ° {`?s Ga.'1or� OG
J+f �>—IS� r - /` f � At.r< .`. �ti.1'rE.; �`�.,n� ,N F:•x.:L,+/O. tiJ l•I- :
E� cEN° SITE AND SEWAGE PLAN
`t /y i 100.0 PROPOSED SPOT ELEVATION OF
7 00x0 EXISTING SPOT ELEVATION h tO Z Co'J
,
moi! IN THE TOWN OF:
100 PROPOSED CONTOUR
100.— EXISTING CONTOUR PREPARED FOR
2� Iqj
0
`t1 ✓ r� 5 J s HOARD Or REALTA
`J MA SCALE: I� '�5a' DATE: 021v 17 f��(
APP OVED DATE
ft ISM m-ttneo
down cape, engineering, inc.
. CIVIL ENGINEERS CM
OUALA
LAND SURVEYORS �.
q 1 3� q 939 main st.-yarmouth, ma 02875 - .
.TOB AR1VE H. OJAbt PYy. DATE