HomeMy WebLinkAboutEngineered Plan - 1997T. O. F. -AT EL. S 3.
SEPTIC PROFILE TEST HOLE LOGS
ACCESS COVER TO WITHIN 6r OF FIN. GRADE (NO3 TO SCALE}
m
. ACc€ss'covER (WATERTIGHT) To_ ENGINEER: I] -
,• : c::.. WITHIN 6° OF FIN. GRADE -
MINIMUM .75' OF'`C01/ER` OVER PRECAST 27* SLOPE REQUIRED OVER SYSTEM - WITNESS:
y ! .. .
Y DOUOLE WASHED PEASfONE -DATE: I a
�{�, RUN PIPE LEVEL
Tt7.0LL---,x
/-FOR'FIRST 2' __ OSED Soo PERC. DATE3MAX.
LON SEPTICAlCLASS SOILS P#
-..(H- -�10GA5
BAFFLE 4.0. 0 10 0 Ca
1
( X , SLOPE) &' CRd ED STONE OR MECHANICAL _ ,CQ C7 : C� G7 L7 0,0
ELEV. ELEV.
:.}
: 1 COMPACTION. (15.221 [2]) 2' �:. [�- m m � m o Q 0 T [ [ 1
i 0"
DEPTH OF FLOW _ .. X SLOPE a" Q/ l *04(_70 SLOPE) ( )
TEE SIZES:
' 3/4" TO 1 1 /2" DOUBLE WASHED STONE
'-
INLET DEPTH
OUTLET DEPTH .= {
LEACHING
'FOUNDATION 1,SEPTIC .TANK D' BOX
7 I FACILITY
�r
/ { / �.,,.,m•,T,--""y'..- -�' .>_.,: � 1� tit
y R
. 1 `
r
=-. 5 ASSESSORS MAP I v l PARCEL A
c� ;ZONING DISTRICT: ►? 4 C
2 YARD SETBACKS:
G. FRONT —
�Jo
SIDE
REAR
_ 2v-
2 PLAN= - F;EF.
FLOOD ZONE: C,-
��74
o� Irk I y Q,c-rte
SEPTIC DESIGN. (GARBAGE nI POSER Is t�Ip'�'�wal,.,I�r� )
1. DATUNF tS ,
DESfGN FLOW, '� BEDROOMS DO GPD) elGPD 2. MUNICIPAL WATER..I_
_.
:. 1. A ��� GPD . DESiG[V 'FLOW P FOOT.
' - a USE _� 3. MtNiMUM IPE,. PITCH TO BE 1 /8" PER 0
_
�T 4. DESIGN _L ADING FOR ALL PRECAST UNITS TO BE,AASHO H 1
SEP IC TANK. ?�� 10 GPD { ) �� _.
5. PIPE .-JOIN S YO BE MAQE WATERfifGHT.
1 I
h a �, ti USE A j,2P GALLON SEPTIC TANK
( �, ;.. - 6. CONSTRUCTION DETAILS TO BE INACCORDANCE WITH MASS.
� \ ICU. °
ENVIRQNM NTAL -CODE. TITLE V.
Y ., - _
• � t I g �'. � ,. LEACHING. ....
o �, \ t y - - - T
Q �, �'� 'Yl 'ti,� } �- ►�� 7. THlS _PLAN IS FOR PROPOSE(). WORK ONLY AND Nfl7 . O BE
SIDES.
'
_ USED FOR LOT 1.
LINE STAKING.
-� BOTTOM._-= $...PtL'E FOR.. SEPTIC SYSTEM TO SCH. 44-4" PVC.
a�(\ `�� 9: COMPONE TS ,NOT TO.:BBACKFILLED _ OR CONE WITHOUT
o t TOTAL 4�¢ S.F. GPD
4 ; INSPECTION.: BY BOARD OF- HEALTH .AND -PERM[5- 10N OBTAINED .
� i �-f�-fir-i��.� FBOARDn . ,
.... ROM OF HEALTH. -
,> 0 1 � ' �� ��- 1 ►� Lr j "�.12��- � •10. CONTRACTOR SHALL B.E. RESPONSIBLE FOR VERIFYING THE
LQ: ATION OF -ALL:: UNDERGROUND 4&:.-OV-ERHEAD UTiL'I ES PRIOR '>
C Ccs
TO COMM NCEMENT OF WORK.:
�,.
a ' A
LEGEND
k z 'y TI
, - '_7E -AND.. SEWAGE PLA�N
•
4 �ti. x 100.Q PROPOSED SPOT ELEVATION
✓ { �� OF
QQXQ
_; ;-.jEXISTING ,SP_OS ELEVATION
�' i r, P � _; :..- , .;:._ E OF:
h I N THE TOWN
_ _.
{v .PROPOSEQ, CONTOUR
yi ._.EXISTING CONTOUR
clo PREPARED F - R:
�!
er
BOARD OF HKALTN- T
fi
SCALE: ' ` DATE: dQy" 4 1 °[ 0�11
APPROVED DAVE
t
I<-
.:. n
A .... . : .,.. _ _.: �. .... .; : '939
e.. ;'. .. v{:♦ yk•.: "-.•y�"�,.a(si�a�aJativ
LAND SURVEY • RS
main A.,..yarmouth, ma.:.02675
�.... ,..
,
_
�
s. : Pi i. S.
DATE
_
T. O. F. -AT EL. S 3.
SEPTIC PROFILE TEST HOLE LOGS
ACCESS COVER TO WITHIN 6r OF FIN. GRADE (NO3 TO SCALE}
m
. ACc€ss'covER (WATERTIGHT) To_ ENGINEER: I] -
,• : c::.. WITHIN 6° OF FIN. GRADE -
MINIMUM .75' OF'`C01/ER` OVER PRECAST 27* SLOPE REQUIRED OVER SYSTEM - WITNESS:
y ! .. .
Y DOUOLE WASHED PEASfONE -DATE: I a
�{�, RUN PIPE LEVEL
Tt7.0LL---,x
/-FOR'FIRST 2' __ OSED Soo PERC. DATE3MAX.
LON SEPTICAlCLASS SOILS P#
-..(H- -�10GA5
BAFFLE 4.0. 0 10 0 Ca
1
( X , SLOPE) &' CRd ED STONE OR MECHANICAL _ ,CQ C7 : C� G7 L7 0,0
ELEV. ELEV.
:.}
: 1 COMPACTION. (15.221 [2]) 2' �:. [�- m m � m o Q 0 T [ [ 1
i 0"
DEPTH OF FLOW _ .. X SLOPE a" Q/ l *04(_70 SLOPE) ( )
TEE SIZES:
' 3/4" TO 1 1 /2" DOUBLE WASHED STONE
'-
INLET DEPTH
OUTLET DEPTH .= {
LEACHING
'FOUNDATION 1,SEPTIC .TANK D' BOX
7 I FACILITY
�r
/ { / �.,,.,m•,T,--""y'..- -�' .>_.,: � 1� tit
y R
. 1 `
r
=-. 5 ASSESSORS MAP I v l PARCEL A
c� ;ZONING DISTRICT: ►? 4 C
2 YARD SETBACKS:
G. FRONT —
�Jo
SIDE
REAR
_ 2v-
2 PLAN= - F;EF.
FLOOD ZONE: C,-
��74
o� Irk I y Q,c-rte
SEPTIC DESIGN. (GARBAGE nI POSER Is t�Ip'�'�wal,.,I�r� )
1. DATUNF tS ,
DESfGN FLOW, '� BEDROOMS DO GPD) elGPD 2. MUNICIPAL WATER..I_
_.
:. 1. A ��� GPD . DESiG[V 'FLOW P FOOT.
' - a USE _� 3. MtNiMUM IPE,. PITCH TO BE 1 /8" PER 0
_
�T 4. DESIGN _L ADING FOR ALL PRECAST UNITS TO BE,AASHO H 1
SEP IC TANK. ?�� 10 GPD { ) �� _.
5. PIPE .-JOIN S YO BE MAQE WATERfifGHT.
1 I
h a �, ti USE A j,2P GALLON SEPTIC TANK
( �, ;.. - 6. CONSTRUCTION DETAILS TO BE INACCORDANCE WITH MASS.
� \ ICU. °
ENVIRQNM NTAL -CODE. TITLE V.
Y ., - _
• � t I g �'. � ,. LEACHING. ....
o �, \ t y - - - T
Q �, �'� 'Yl 'ti,� } �- ►�� 7. THlS _PLAN IS FOR PROPOSE(). WORK ONLY AND Nfl7 . O BE
SIDES.
'
_ USED FOR LOT 1.
LINE STAKING.
-� BOTTOM._-= $...PtL'E FOR.. SEPTIC SYSTEM TO SCH. 44-4" PVC.
a�(\ `�� 9: COMPONE TS ,NOT TO.:BBACKFILLED _ OR CONE WITHOUT
o t TOTAL 4�¢ S.F. GPD
4 ; INSPECTION.: BY BOARD OF- HEALTH .AND -PERM[5- 10N OBTAINED .
� i �-f�-fir-i��.� FBOARDn . ,
.... ROM OF HEALTH. -
,> 0 1 � ' �� ��- 1 ►� Lr j "�.12��- � •10. CONTRACTOR SHALL B.E. RESPONSIBLE FOR VERIFYING THE
LQ: ATION OF -ALL:: UNDERGROUND 4&:.-OV-ERHEAD UTiL'I ES PRIOR '>
C Ccs
TO COMM NCEMENT OF WORK.:
�,.
a ' A
LEGEND
k z 'y TI
, - '_7E -AND.. SEWAGE PLA�N
•
4 �ti. x 100.Q PROPOSED SPOT ELEVATION
✓ { �� OF
QQXQ
_; ;-.jEXISTING ,SP_OS ELEVATION
�' i r, P � _; :..- , .;:._ E OF:
h I N THE TOWN
_ _.
{v .PROPOSEQ, CONTOUR
yi ._.EXISTING CONTOUR
clo PREPARED F - R:
�!
er
BOARD OF HKALTN- T
fi
SCALE: ' ` DATE: dQy" 4 1 °[ 0�11
APPROVED DAVE
t
I<-
.:. n
A .... . : .,.. _ _.: �. .... .; : '939
e.. ;'. .. v{:♦ yk•.: "-.•y�"�,.a(si�a�aJativ
LAND SURVEY • RS
main A.,..yarmouth, ma.:.02675
�.... ,..
,
_
�
s. : Pi i. S.
DATE