HomeMy WebLinkAboutEngineered Plan - 200212"
2631
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7 7
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.TRAVELED WAYS,
S, WHEREIN
' REIN H_
20
LOA_
DING.
-
: _ „ �a$ ra /�BooO��• Ts'v
e$ a
-
2 e
r
a
.„
TL�
1.
DIST. BOX TO WITHSTAND 10
LOA
DIN
G
SHAH APPLY. v
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sn
o
a r.
.,
CAP ENDS
UNLESS UNDER AVEMENT DRIVES OR F 4 _0
UN WAT R COMPUTATION _3. ALL PIPE TRAVELED WAYS WHEREIN H 20 LOADING 4 PVC GRO2_24 DIA MANHOLES T 04 a°�o c to°o 0 o°
/oa/QBASED ON TP#2) CONSTRUCTION N S ALL BEWATER WATERTIGHT.
METAL HANDLESBROUGHT � 15„ SHALL APPLY,,
4. AUNUSED KNOCKOUTS WITH .. ` 2a• �
nvWITH 6 0F FINISH ve or o,+,o,fia.aiyovaea.oa...o o.a.o�_kr a ks TEE T0 BE UNDER °
OF HOLE) 12 MORTAR. PROVIDE INLET TEE ORBAFFLE WHEREDEPTH TO WATER(OR BOT.
5 OUTLETS'
M.H. OPENING 12 MIN. 36 MAX. COVER SLOPE OF PIPE EXCEEDS 0,08 FT, TORtN
INDEX 1E Mi_29 LEVEL BOTTOM
odo IN PUMPED SYSTEM. 426WATER LEVEL RANGE ZONE 63„ 2 3.FlRST TWO FEET E PIPE OUT OFDIST.CURR NT DEPTHAiNDEX WtLL1 02 96 4RAISE M.H W M ON LEVEL Oz PROFILE WATER LEVELADJUSTMENT 10_6 SEWERBRSTABLE BASE 6 MIN 34 T0 BOX TO BE LAID LEVEL.
ICK„
- �. ...
P 1 1 t 2 CRUSHED
DEPTH TO ADJUSTED HIGH WATER 8. _ / e
-- _ 1 _ &MORTAR ; o : ,; _ 4. ALL PIPE CONNECT10NS AND CONCRETE 1
0 0 ._ CROSS—SECTION ;STONE BASE 36 MAX. — 12”.MIN. COVER -
12
NORMAL WATER LEVEL CONSTRUCTION SHALL BE WATERTIGHT.
3 .
72” PRECAST SEPTIC TANK 10" 14'
�. .� ea�o ON
49 ,_ »
" INLET TEE
l
eo•
4'76' 4'-0' MIN.
5 _` 5'-4" 15 1 2'
5'- 8» � . LIQUID DEPTH (cas cx�vrmx)
cv .-
INDICATES
OBSERVED
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5. .FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 2% MIN. FINISH GRADE 4 MIN. LOAM & SEED
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TEST PIT
DATA.
2302
SE=T!C TANK DETAIL.
: ,
1 5 0LLoN
_ BOX DETAIL.N T T 0 SCALE E
NOT TO SCALE
LEACHING G TRE��H DETAIL
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3. ALL PIPES LOCATED UNDER PAbc-vEhT
OR TRAVELED WAY SHALL. BE SCHEDULE
40 0R EQUAL.
0 0 SAL
C E
LOCATED WITHIN 150 FT. OF THE
.
, N0. OF OUTLETS. 5
150' OF ANY KNOWN LEACHING FACILITY.
5. WITHIN LIMIT OF EXCAVATION REMOVE
TES
100.6
IMPERVIOUS MATERIAL.
6. REPLACE WITH CLEAN WASHED SAND
iScPTICTAPSHAtL 6E STEEL
�
ieLETAN4OUTLETTEES ?0 �ECASTIRON
5.
_PLACE
FINISkD'GROTES
10%` (MAX) BY WT. SHALL
36 MAXM .CO
VERTEsTP1T
<10 % OF No. 4 SIEVE SHALL
PASS No. 100
`PiT
GRD. EL.
N A
HIGH Gt.�EST HIGH
EL. 9 .5
83.7
GV.
UNIFORMITY COEFFICIENT ® No. 4
- R INFORCED CO CRETE.
2 SEPTIC T0 WI TAiDH 1a LOADINGINc
SCHE0. 40 PVC OR CAST—IN—PLACE
CON RETE.RD
TEES T0 BE CENTERED UNDER MANHOLE COVER.
REMOVABLE
�n�o -,
2WALLS NOTES:
LOAM �SEED D1S�URBED AREASEST.
FINISHED GRADE
STRUCTION ACTIVITY WITH DIG -SAFE
12"
2631
IAA".
UNLt55 UNULK FAVtMtN I, UKIVLb UK
7 7
J "
..
_.
.TRAVELED WAYS,
S, WHEREIN
' REIN H_
20
LOA_
DING.
-
: _ „ �a$ ra /�BooO��• Ts'v
e$ a
-
2 e
r
a
.„
TL�
1.
DIST. BOX TO WITHSTAND 10
LOA
DIN
G
SHAH APPLY. v
J._
sn
o
a r.
.,
CAP ENDS
UNLESS UNDER AVEMENT DRIVES OR F 4 _0
UN WAT R COMPUTATION _3. ALL PIPE TRAVELED WAYS WHEREIN H 20 LOADING 4 PVC GRO2_24 DIA MANHOLES T 04 a°�o c to°o 0 o°
/oa/QBASED ON TP#2) CONSTRUCTION N S ALL BEWATER WATERTIGHT.
METAL HANDLESBROUGHT � 15„ SHALL APPLY,,
4. AUNUSED KNOCKOUTS WITH .. ` 2a• �
nvWITH 6 0F FINISH ve or o,+,o,fia.aiyovaea.oa...o o.a.o�_kr a ks TEE T0 BE UNDER °
OF HOLE) 12 MORTAR. PROVIDE INLET TEE ORBAFFLE WHEREDEPTH TO WATER(OR BOT.
5 OUTLETS'
M.H. OPENING 12 MIN. 36 MAX. COVER SLOPE OF PIPE EXCEEDS 0,08 FT, TORtN
INDEX 1E Mi_29 LEVEL BOTTOM
odo IN PUMPED SYSTEM. 426WATER LEVEL RANGE ZONE 63„ 2 3.FlRST TWO FEET E PIPE OUT OFDIST.CURR NT DEPTHAiNDEX WtLL1 02 96 4RAISE M.H W M ON LEVEL Oz PROFILE WATER LEVELADJUSTMENT 10_6 SEWERBRSTABLE BASE 6 MIN 34 T0 BOX TO BE LAID LEVEL.
ICK„
- �. ...
P 1 1 t 2 CRUSHED
DEPTH TO ADJUSTED HIGH WATER 8. _ / e
-- _ 1 _ &MORTAR ; o : ,; _ 4. ALL PIPE CONNECT10NS AND CONCRETE 1
0 0 ._ CROSS—SECTION ;STONE BASE 36 MAX. — 12”.MIN. COVER -
12
NORMAL WATER LEVEL CONSTRUCTION SHALL BE WATERTIGHT.
3 .
72” PRECAST SEPTIC TANK 10" 14'
�. .� ea�o ON
49 ,_ »
" INLET TEE
l
eo•
4'76' 4'-0' MIN.
5 _` 5'-4" 15 1 2'
5'- 8» � . LIQUID DEPTH (cas cx�vrmx)
cv .-
INDICATES
OBSERVED
o
as r
5. .FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 2% MIN. FINISH GRADE 4 MIN. LOAM & SEED
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♦
f
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eM:F♦ .. F
1. THIS PLAN IS FOR DESIGN AND
CON TRU TION OF THE SEWAGE
S C
DISPOSALFACILITY ONLY.
2. ALL CONSTRUCTION METHODS AND
MATERIALS 'SHALL CONFORM TO MASS.
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3. ALL PIPES LOCATED UNDER PAbc-vEhT
OR TRAVELED WAY SHALL. BE SCHEDULE
" MIN. OF 1/8* TO
WASHED STONE
Y:3/4' TO 1-1/2' DOUBLE
L 5, _1_ 2' 1-i - 6' 1 2' 1 6' I wecut-n cmnlr= fNn nmPgzN
REVISIONS
ES
AT DESCRIPTION
N0. DATE C
T
GENERAL-- NOTES:
1. THIS PLAN IS FOR DESIGN AND
CON TRU TION OF THE SEWAGE
S C
DISPOSALFACILITY 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 PAbc-vEhT
OR TRAVELED WAY SHALL. BE SCHEDULE
40 0R 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.
5. 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 % OF No. 4 SIEVE SHALL
PASS No. 100
<5 % OF No. 4 SIEVE SHALL
PASS No_ 200
UNIFORMITY COEFFICIENT ® No. 4
SIEVE </=6,0
7. EXISTING UTILITIES WHERE SHOWN :
IN THE DRAWINGS ARE APPROXIMATE.
THE CONTRACTOR SHALL BE RESPON—
SIBLE FOR PROPERLY LOCATING AND
COORDINATING THE PROPOSED CON—
STRUCTION ACTIVITY WITH DIG -SAFE
- AND THE APPLICABLE UTILITY
COMPANY AND MAiNTAITNING THE
EXISTING UTILITY SYSTEM IN SERVICE.
DIG—SAFE SHALL BE 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 OF UTILITIES
AND STRUCTURES AS REQUIRED PRIOR
TO THE START OF,CONSTRUCTION,
8. THIS SYSTEM IS . NOT DESIGNED FOR
THE USE OF A GARBAGE GRINDER.
A GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE 'LEACHING
FACILITY.
UP
, G ROT
657 -Main St., (RT. 28) Unit 6
W. Yarmouth Massachusetts
02673-
508 778 8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEIllvlI DESIGN
FAQ
�v
PUTAI MOUSE LANE
YARMOUTH.. -
f ®UTIS.ASSACH
MASS ACHU SETTS
PREPARED FOR:
ANNA & HARRINGTON
STEFANIDIS
52-41 LITTLE NECK PARKWAY.,
LITTLENECK, . NY 11362
DATE: FEBRUARY 8, 2002
COMP DESIGN: K. HEALY
CHECK: ` ' D. CRISPIN '
DRAWN: P. HAGIST .
FIELD: D. GAZZOLO. / J. MCCARTIN
FILE NO. 8369-SEP.DWG
DWG NO. 5345-01
SHEET 1 of 1
JOB NO. 4-8369.00