HomeMy WebLinkAbout34 Glenwood Street Sewage Disposal System Design/
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REVISIONS
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NOTES.. SE G E
5. INLET AND OUTLET TEES TO BE CAST IRON,
MATERIALS SHALL. CONFORM TO MASS.
D.E.P TITLE 5 AND LOCAL BOARD
FINISHED GRADE ,
3. ALL PIPES LOCATED UNDER PAVEMENT
OR TRAVELED WAY SHALLBE; SCHEDULE
40 OR EQUAL.
4. THERE ARE NO KNOWN PRIVATE WELLS
.
. - '.
.. 'CRD. EL.,
, ;,
101.1
_ .
.,
',
$. WITHIN LIMIT OF EXCAVATION REMOVE
REINFORCED CONCRETE.: `..
SEPTIC TANK TO WITHSTAND H 20 LOADING.
C N
SCHED. 40 PVC OR CAST -IN-PLACE 0 CRETE
TEES TO BE CENTERED UNDER MANHOLE COVER.
B. REPLACE WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS
REMOVABLE
SIEVE ANALYSIS:
2 WA LS
NOTES:2.N
` -<10 -% OF No. 4.SIEVE SHALL
A
<5 Z OF No. 4 SIEVE SHALL
0
.
SIEVE </=6.0
,.
IN THEDRAWINGSARE APPROXIMATE:' -
THE CONTRACTOR SHALL BE RESPON-
SIBLE FOR PROPERLY LOCATING AND '
COVER -"
'STRUCTION"ACTIVITY WITH DIG -SAFE
AND THE APPLICABLE UTILITY
�. COMPANYANDMAINTAINING THE
EXISTING UTILITY SYSTEM IN SERMCE.
DIG -SAFE SHALL' BE -NOTIFIED PER
THE STATE OF MASSACHUSETTS '
Ap
AT TEL 1-888-344-7233.'THE '
LOAMY SAND 7.SYR,4/2,
THEIR ACCURACY OR THAT ALL
3. AlL PIPE CONNECTIONS "AND CONCRETE
CONSTRUCTION ;SHALL BE WA TERTIGHT.
"
ELEVATIONS OF UNDERGROUND UTILITIES
TAKEN FROM RECORD PLANS. THE
, .a•;�,,.y s+..
"
AND STRUCTURES AS REQUIRED PRIOR
1. DIST, BOX TO WITHSTAND H-20 LOADING.
I
4 PVC -
8. THIS SYSTEM IS NOT DESIGNED FOP.
1
A GARBAGE GRINDERIS NOT
'
�
- FACILITY.
A D KNb KOUTS WITH"
4. FlLL LL UNUSE C
r,
d. A CONCRETE MANHOLES
2 2 D
,Nec }qJ qyp
657 Route 28 (Unit 6)
West Yarmouth; Massachusetts '> `
02673 =_
508 778 8919
PROJECT 11 TLE:
-2. PROVIDE INLET TEE OR BAFFLE WHERE
PIPE .
34 GLEND ST.<
,
B
MASSACHUSETTS
LOAMY AND,iOYR 5 6 .
L S I >.
>
MORTAR., ,. .
_
(� ET L B
A HANDLES OUG
1 �- -- - - -�
4
/� -�/'j}-�j�
I T'{?�
PREPARED FOR: '
MARK°DORAN
P F PIP X FT ,
- ' SLOPE O E EXCEEDS 0.08 OR
✓�T
NEWTON, MA -02466
REVISIONS
C1PT1
O
N0. DATE DESCR ON '-
GENERAL NOTES:
1. THIS 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. --...
3. ALL PIPES LOCATED UNDER PAVEMENT
OR TRAVELED WAY SHALLBE; SCHEDULE
40 OR EQUAL.
4. THERE ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT:':OF. THE
MENEM
ANY KNOWN WELLS PROPOSED WITHIN
150' OF ANY KNOWN LEACHING FACILITY:
$. WITHIN LIMIT OF EXCAVATION REMOVE
ALL; TOPSOIL, SUBSOIL AND OTHER '
IMPERVIOUS MATERIAL
B. REPLACE WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS
CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS:
'. 107 (MAX) BY WT. SHALL
PASS No, 50 SIEVE
` -<10 -% OF No. 4.SIEVE SHALL
PASS No. 100
<5 Z OF No. 4 SIEVE SHALL
PASS' No: 200
UNIFORMITY COEFFICIENT 0 No. 4 `
SIEVE </=6.0
7. EXISTING UTILITIES WHERE SHOWN
IN THEDRAWINGSARE APPROXIMATE:' -
THE CONTRACTOR SHALL BE RESPON-
SIBLE FOR PROPERLY LOCATING AND '
COORDINATING THE PROPOSED CON-.
REVISIONS
C1PT1
O
N0. DATE DESCR ON '-
GENERAL NOTES:
1. THIS 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. --...
3. ALL PIPES LOCATED UNDER PAVEMENT
OR TRAVELED WAY SHALLBE; SCHEDULE
40 OR EQUAL.
4. THERE ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT:':OF. THE
PROPOSED" LEACHING FACILITY NOR
ANY KNOWN WELLS PROPOSED WITHIN
150' OF ANY KNOWN LEACHING FACILITY:
$. WITHIN LIMIT OF EXCAVATION REMOVE
ALL; TOPSOIL, SUBSOIL AND OTHER '
IMPERVIOUS MATERIAL
B. REPLACE WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS
CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS:
'. 107 (MAX) BY WT. SHALL
PASS No, 50 SIEVE
` -<10 -% OF No. 4.SIEVE SHALL
PASS No. 100
<5 Z OF No. 4 SIEVE SHALL
PASS' No: 200
UNIFORMITY COEFFICIENT 0 No. 4 `
SIEVE </=6.0
7. EXISTING UTILITIES WHERE SHOWN
IN THEDRAWINGSARE APPROXIMATE:' -
THE CONTRACTOR SHALL BE RESPON-
SIBLE FOR PROPERLY LOCATING AND '
COORDINATING THE PROPOSED CON-.
'STRUCTION"ACTIVITY WITH DIG -SAFE
AND THE APPLICABLE UTILITY
�. COMPANYANDMAINTAINING THE
EXISTING UTILITY SYSTEM IN SERMCE.
DIG -SAFE SHALL' BE -NOTIFIED PER
THE STATE OF MASSACHUSETTS '
STATUTE CHAPTER 82, SECTION 409I*
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 OF UTILITIES
AND STRUCTURES AS REQUIRED PRIOR
TO THE START OF CONSTRUCTION.'
8. THIS SYSTEM IS NOT DESIGNED FOP.
THE USE OF A GARBAGE GRINDER.
A GARBAGE GRINDERIS NOT
" RECOMMENDED DUE TO RECOGNIZED'
ADVERSE IMPACTS TO THE LEACHING
- FACILITY.
\ 4
ROUPd
,Nec }qJ qyp
657 Route 28 (Unit 6)
West Yarmouth; Massachusetts '> `
02673 =_
508 778 8919
PROJECT 11 TLE:
SEWAGE DISPOSAL=
SYSTEM! DESIGN .
34 GLEND ST.<
YARMOUTH,
MASSACHUSETTS
LISA A.
? MACDONALD
IVIL
4
PREPARED FOR: '
MARK°DORAN
28 NORMANDY ROAD
NEWTON, MA -02466
DATE: `11/14/00
COMP. DESIGN: L. MACDONALD
CHECK: L R. CHAPMAN
DRAWN: L.'MACDONALD
FIELD: C., FIELD"
FILE, NO. 8211= -SEP DWG
DWG' N0. 5156-03
SHEET ` 1 OF; 1
JOB N0. 4-8211.00