HomeMy WebLinkAbout223 West Great Western - Sewage Disposal System'' lOYR''.6'.1: .
LOAMYB SAND
EL = 78:3
C1
MEDIUM' SAND
2.5Y'.6/4
59"-
73.1 =
C2
MEDIUM SAND
NO WATER.;•
EL = 70.0' y� - , - 25.0 ° •1 1
EL . 73.5• BOTTOM ON LEVEL'STAB A
a ': < LE. B _ sE . 4Pa : 3• )
DATE:
1 4 4e4
5/17/2001
TEST BY:
SWEETSER ENG.
WITNESSED . BY:
AMY VAN HONE
PERC. RATE:
_2.—MIN./INCH
SOIL'EVALUATOR
SWEETSER ENG.
SOIL CLASS:
1'
'ABLE I` 2 WALLS T.
PVC DARM
ro 111•.. .."' 151/2"
1 TI
6• 5 5. OUTLETS
0
TRAVELED WAYS WHEREIN, H-20 LOADING
SHA LI::APPLy.
"
j.
A
1. `?HIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF THE SEWAGE
I
SOIL SOIL TEST' PIT .DATA. ' S 17 2001 ' I
..
\. - r
• .
DATUM.'
i l
40 OR •EQUAL::
..
NOT TO'. A
SC LE • ,,
I
,
150" -OF; ANY' KNOWN"LEACHING .FACILITY,
5f WITHIN. LIMIT OF EXCAVATION REMOVE,
TEST PIT -- TEST PIT I
81.0 83.5
GRD. EL GRD. EL.
,. . . ,
;;, 5: INLET AND OUTLET.TEES TO BE CAST-IRON
NOTES..1. SEPTIC TANK SHALL BE, STEEL.,.
,.. SCHED. 40 PVC.OR' CAST I
REINFORCED CONCRETE; - N -PLACE CONCRETE.
WQ
Y
OR ;OTHER CLEAN GRANULAR SOILS
CONFORMING•TO THE FOLLOWING '
:
— _._
:.
TEES TO' -BE CEN N
`:' '2: TERED U DER`MAN HOLE COVER. •:
'AIN
;.
NCH. MARKT '
z �.OF'N' , 4 SIEVE SHALL
`
73. 1. ST. HIGH. cw: •
EST..HIGH .GW. ES , � ' ' .
SEPTIC TIC TANK- 'WI T
To THS AND:H=i D Lo D c.\M
'`"'B
'.' '�". .,.,,.-..� ,,.,..�....:..�..._.._ ......r...,.. ..
... _ 97n;..�.u! \
j c . �.h
T•.'' .•: .
E SE HYDRANT,TAG BOLT
.. , _ ..
CURRENT OWNER WILUAMS: BUILDING COMPANY '
-,. SIBLE' FOR PROPERLY LOCATING'AND.
BOX TO BE LAID .LEVEL: :.'..; ..
�'
(�
'' lOYR''.6'.1: .
LOAMYB SAND
EL = 78:3
C1
MEDIUM' SAND
2.5Y'.6/4
59"-
73.1 =
C2
MEDIUM SAND
NO WATER.;•
EL = 70.0' y� - , - 25.0 ° •1 1
EL . 73.5• BOTTOM ON LEVEL'STAB A
a ': < LE. B _ sE . 4Pa : 3• )
DATE:
1 4 4e4
5/17/2001
TEST BY:
SWEETSER ENG.
WITNESSED . BY:
AMY VAN HONE
PERC. RATE:
_2.—MIN./INCH
SOIL'EVALUATOR
SWEETSER ENG.
SOIL CLASS:
1'
'ABLE I` 2 WALLS T.
PVC DARM
ro 111•.. .."' 151/2"
1 TI
6• 5 5. OUTLETS
0
TRAVELED WAYS WHEREIN, H-20 LOADING
SHA LI::APPLy.
1
j.
A
1. `?HIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF THE SEWAGE
DISPOSAL FACILITY ONLY,
SOIL SOIL TEST' PIT .DATA. ' S 17 2001 ' I
" $EPTIC...TANK DETAIL. 1,500. GALLON; '_ -•
\. - r
• .
DATUM.'
i l
40 OR •EQUAL::
..
NOT TO'. A
SC LE • ,,
I
VERTICAL .DATUM � A
'ASSUMED'
150" -OF; ANY' KNOWN"LEACHING .FACILITY,
5f WITHIN. LIMIT OF EXCAVATION REMOVE,
TEST PIT -- TEST PIT I
81.0 83.5
GRD. EL GRD. EL.
,. . . ,
;;, 5: INLET AND OUTLET.TEES TO BE CAST-IRON
NOTES..1. SEPTIC TANK SHALL BE, STEEL.,.
,.. SCHED. 40 PVC.OR' CAST I
REINFORCED CONCRETE; - N -PLACE CONCRETE.
WQ
Y
OR ;OTHER CLEAN GRANULAR SOILS
CONFORMING•TO THE FOLLOWING '
SIEVE"ANALYSIS:.'.
— _._
:.
TEES TO' -BE CEN N
`:' '2: TERED U DER`MAN HOLE COVER. •:
'AIN
' �. '.l" ^ �\ ' •
�N;. �
NCH. MARKT '
z �.OF'N' , 4 SIEVE SHALL
`
73. 1. ST. HIGH. cw: •
EST..HIGH .GW. ES , � ' ' .
SEPTIC TIC TANK- 'WI T
To THS AND:H=i D Lo D c.\M
'`"'B
'.' '�". .,.,,.-..� ,,.,..�....:..�..._.._ ......r...,.. ..
... _ 97n;..�.u! \
j c . �.h
T•.'' .•: .
E SE HYDRANT,TAG BOLT
.. , _ ..
CURRENT OWNER WILUAMS: BUILDING COMPANY '
'' lOYR''.6'.1: .
LOAMYB SAND
EL = 78:3
C1
MEDIUM' SAND
2.5Y'.6/4
59"-
73.1 =
C2
MEDIUM SAND
NO WATER.;•
EL = 70.0' y� - , - 25.0 ° •1 1
EL . 73.5• BOTTOM ON LEVEL'STAB A
a ': < LE. B _ sE . 4Pa : 3• )
DATE:
1 4 4e4
5/17/2001
TEST BY:
SWEETSER ENG.
WITNESSED . BY:
AMY VAN HONE
PERC. RATE:
_2.—MIN./INCH
SOIL'EVALUATOR
SWEETSER ENG.
SOIL CLASS:
1'
'ABLE I` 2 WALLS T.
PVC DARM
ro 111•.. .."' 151/2"
1 TI
6• 5 5. OUTLETS
0
TRAVELED WAYS WHEREIN, H-20 LOADING
SHA LI::APPLy.
1
j.
A
1. `?HIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF THE SEWAGE
DISPOSAL FACILITY ONLY,
MATERIALS SHALL CONFORM- TO MASS.
D.E'.P TITLE'5 AND LOCAL BOARD
CU
LOS jNFORMATI ON
2. PROVIDE. INLET TEE OR BAFFLE WHERE
i l
40 OR •EQUAL::
4. THERE ARE NO. -KNOWN PRIVATE WELLS
LOCATED"150,FT1 OF. THE
PROPOSED' LEACHING'FACIUTY NOR'
ANY. KNOWN WELLS PROPOSED WITHIN -
150" -OF; ANY' KNOWN"LEACHING .FACILITY,
5f WITHIN. LIMIT OF EXCAVATION REMOVE,
SLOPE! OF PIPE EXCEEDS 0.08 FT.,FT OR
IN PUMPED /'
IMPERVIOUS" MATERIAL -
6. REPLACE WITH CLEAN' WASHED. SAND. .
OR ;OTHER CLEAN GRANULAR SOILS
CONFORMING•TO THE FOLLOWING '
SIEVE"ANALYSIS:.'.
'10% (MAX);.BY.WT,.;SHALL
PASS No.'50 SIEVE
'<10.°% 6F' -N'6. 4 SIEVESHALL.-
.SYSTEM. ,
3. FIRST: TWO, FEET.OF PIPE OUT OF DIST.
z �.OF'N' , 4 SIEVE SHALL
`
UNIFORMITY COEFFICIENT 0 N6.!,4:
SIEVE <%=6.0 :..`
,7: EXISTING UTIUTIES.WHERE,SHOWN'' '
I '
CURRENT OWNER WILUAMS: BUILDING COMPANY '
-,. SIBLE' FOR PROPERLY LOCATING'AND.
BOX TO BE LAID .LEVEL: :.'..; ..
�'
(�
\
i 'ti
"'. COMPANY AND: MAINTAINING THE
l
\\
a •-1
THE. STATE: OF MASSACHUSETTS
_.TITLE'REFERENCE: DEED BQOK 15272,: PAG E138'
-
AT -TEL 1=888-344-7233: THE'... .
4. ALL PIPE CONNECTIONS AND CONCRETE:
' THEIR ACCURACY 'OR' THAT All '
UTILITIES AND SUBSURFACE STRUCTURES
ARE.SHOWN.,. LOCATIONS AND :
ELEVATIONS,OF:UNDERGROUND UTILITIES
,
j
LOCATION AND INVERTS OFTIUTIES
AND STRUCTURES: AS` REQUIRED PRIOR.
CONSTRUCTION SHALL BE WATERTIGHT. �y. ` t PLAN REFERENCE: ' PLAN 'BOOK :564.' PACE .45'
30TTOM ON LEVEL 7.1/2 � S. FILL ALL - UNUSED KNOCKOUTS 1VOii MORTAR. ,
6" MIN..3//4".TOt n`L - !!..1� =
STABLE BASE 1;1/2
CRUSHED PLANutEW. / / / I `��'1. ASSESSORS"MAP::. 108'.
N / / ^' , to PARCEL- ' 39-1
CROSS -SECTIO TO BASE
ZONING'DISTRICT:..'.R-40
` I g SETBACKS: r FRONT; 30.,,
i'I ' `•moi v SIDE. 20
REAR'.'rrI
. 20'
- I. MINIMUM LOT. SIZE:. 40,000 S.F.
to as • ._ � - ... .
•,
EXIST.'"TOTAL LOT AREA" 425801 S.F.
NOT TO SCALE OVERLAY DISTRICT. AQUIFER PRO
TECTION DISTRICT,
v�LEACHING DETAIL':'
4 CRAIOF. T1 1 _'rtn / • I . 1 �t
4" PVC
PIPE
REVISIONS,
NO. DATE ' DESCRIPTION,.
GENERAL. N,O.TES:. .
1. `?HIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF THE SEWAGE
DISPOSAL FACILITY ONLY,
2: ALL CONSTRUCTION. METHODS 'AND .
MATERIALS SHALL CONFORM- TO MASS.
D.E'.P TITLE'5 AND LOCAL BOARD
OF HEALTH, REGULATIONS.'. -
EGULATIONS:;-,3::'ALL:
,3. ALL;PIPES LOCATED UNDER' PAVEMENT '
OR. TRAVELED: WAY SHALL BE,SCHEDULE'
40 OR •EQUAL::
4. THERE ARE NO. -KNOWN PRIVATE WELLS
LOCATED"150,FT1 OF. THE
PROPOSED' LEACHING'FACIUTY NOR'
ANY. KNOWN WELLS PROPOSED WITHIN -
150" -OF; ANY' KNOWN"LEACHING .FACILITY,
5f WITHIN. LIMIT OF EXCAVATION REMOVE,
ALL TOPSOIL; SUBSOIL' AND OTHER;
IMPERVIOUS" MATERIAL -
6. REPLACE WITH CLEAN' WASHED. SAND. .
OR ;OTHER CLEAN GRANULAR SOILS
CONFORMING•TO THE FOLLOWING '
SIEVE"ANALYSIS:.'.
'10% (MAX);.BY.WT,.;SHALL
PASS No.'50 SIEVE
'<10.°% 6F' -N'6. 4 SIEVESHALL.-
PASS Noi,100. '
z �.OF'N' , 4 SIEVE SHALL
PASS No.,200
UNIFORMITY COEFFICIENT 0 N6.!,4:
SIEVE <%=6.0 :..`
,7: EXISTING UTIUTIES.WHERE,SHOWN'' '
'IN THE'DRAWINGS ARE APPROXIMATE.'
THE CONTRACTOR. SHALL BE RESPON_
-,. SIBLE' FOR PROPERLY LOCATING'AND.
COORDINATING THE PROPOSED CON -r., ! ;
STRUCTION'ACTIVITY WITH "DIG -SAFE:
AND .THE APPLICABLE UTILJ7Y -
"'. COMPANY AND: MAINTAINING THE
EXISTINGUTIUTY.SYSTEM -IN SERVICE:"
DIG-SAFE'LLSHABE NOTIFIED PER
THE. STATE: OF MASSACHUSETTS
STATUTE CHAPTER 82, SECTION 409
AT -TEL 1=888-344-7233: THE'... .
ENGINEER' -DOES' NOT` GUARANTEE
' THEIR ACCURACY 'OR' THAT All '
UTILITIES AND SUBSURFACE STRUCTURES
ARE.SHOWN.,. LOCATIONS AND :
ELEVATIONS,OF:UNDERGROUND UTILITIES
TAKEN FROM RECORD. PLANS: THE
CONTRACTOR SHALL VERIFY SIZE;
LOCATION AND INVERTS OFTIUTIES
AND STRUCTURES: AS` REQUIRED PRIOR.
'TO'THE-START OF CONSTRUCTION.'
8. THIS SYSTEM IS NOT- DESIGNED FOR
THE`USE OF -A GARBAGE GRINDER.',
A'GAR13AGE GRINDER IS NOT \;''
RECOMMENDED DUE •TO'RECOGNIZLD'
"
'. ADVERSE.:IMPAC_TS__TO,T_t1E-LEACHING:,
w
9. EXITING INVERTS' ARE' TO BE CHECKED' BY
THE CONTRACTOR PRIOR TO CONSTRUCTION
:-THE',ENGINEER-IS TO BE NOTIFIED OF
' ANY.41ELD CHANGES THAT MAY BE:, .. "
REQUIRED. '
w. S .
657 Main Street, (RT. 28) Unit 6
W. Yarmouth Massachusetts . .
02673;
508 778 8919 '
PROJECT TITLE:.
SEWAGE `: DISPOSAL;
SYSTEM -:DESIGN.'.;`
.: LOT 1
DEBT GREAT
WESTERR! BROAD
.'YARMOUTH.PDRT '.
E�RED
1. TAMS: BUILDING COMPANY'
P.O. -BOX, 27Z'
YARMOUTHPORT;- MA. 02675
.DATE: 'OCTOBER 4, 2002
'COMP: DESIGN:' -.K: HEALY
CHECK:.:' L:•: MOCDONALD
DRAWN:' . K: HEALY
FIELD: ' D:' GAZZOLOc / J. MCCARTIN
FILE:. No.. 8452'-EXC.DWG
DWG NO.' 5388-01'.
",
.SHEET 1- OF 1
JOB, N0: 4-8452. 10