HomeMy WebLinkAbout137 Cranberry Lane Sewage System 2DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL. NOT TO"SCALE
SOIL TEST PIT DATA. to/ii/ol AND 10/17/01
>
NO. OF OUTLETS 5" PVC
25.5'
TEST PIT__#L TEST PIT #2 TEST PIT 9.d TEST PIT E 4 TEST PIT �� TEST PIT $_ TEST PIT LL TEST PIT $_ FINISHED GRADE
GRD.. EL. 105.5 GRD. EL. 104.4 GRD. EL. 106.3 GRD. EL. 105.2 GRD. 'EL 107.0 GRD. EL -.104,3 GRD.. EL 105.4 105.3 ' PIPE
-... GRD, EL
ST.
EST. HIGH GW. N/A EST. HIGH GW, N/A EST. HIGH GW. N A EST. HIGH GW. N/A EST. HIGH GW, 93.5 EST. HIGH GW.'N A EST. HIGH GW." N/A REMOVABLE I 2 WALLS NOTES:
COVE6
28"
104"
84"
SANDY LOAM
10YR 4/2 8"
B
LOAMY SAND
r 2.5Y 6/6
28"
C-1
SILT LOAM
2.5Y_6/4 120"
EL = 96,3
FINE SAND
2.5Y 7/4
"
SANDY LOAM
1OYR 4/2 8"
LOAMY SAND
2.5Y 6/6
28"
C-1
SILT LOAM
2.5Y 6/4
EL = 95.2 120"
FINE SAND
2.5Y 7/4
I a..a ''I EL = 95.3 132 .. - EL = . 94.2 132"
EL = 88.3 EL = 88.6 EL =.92.0
6"
�a;,v•,tvr,v„+,a; �.,•
2•
PVC BAAR"
1: DIST. BOX TO WITHSTAND H-10 LOADING
UNLESS UNDER PAVEMENT, DRIVES OR
TRAVELED WAYS WHEREIN H-20 LOADING
SANDY LOAM
SANDY LOAM'
6"
1OYR '4/2
9».
1OYR 4/2
9"
SANDY LOAM
SANDY LOAM -
10YR 5/6
10YR-5/6
"
2fi "
28
",
32 '
EL ='102.7
129"
C _1 _
=SILTY LOA
2.5 :6/3M
114"
,
1.92
EL ='87.8.
Cl .
•SILT LOAM '
2.5Y,4/4
FINE SAND
2.5Y ;6/4
168"
198"
200"
EL = 88.3 EL = 88.6 EL =.92.0
6"
�a;,v•,tvr,v„+,a; �.,•
2•
PVC BAAR"
1: DIST. BOX TO WITHSTAND H-10 LOADING
UNLESS UNDER PAVEMENT, DRIVES OR
TRAVELED WAYS WHEREIN H-20 LOADING
-0
l,,LLO
t
•
SHALL APPLY.
-E s - --
" ! 2. PROVIDE INLET TEE OR BAFFLE WHERE 33,5
32 5,5 OUTLETS SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR
' . ,.-„ . •, PLAN VIEW - LEACHING CHAMBERS.
IN PUMPED SYSTEM. ,
S
I
o�6 ^ '.- ...
4 Qi `� L. 2 -. 3, FIRST .TWO FEET OF PIPE OUT OF DIST. -
B STB ON LEVEL BOX TO BE LAID LEVEL LOAM &SEED DISTURBED AREAS
STABLE BASE 6" MIN. 3/4- TO _
1 1/2 CRUSHED " "',
TI 4. ALL PIPE CONNECTIONS AND CONCRETI 3 MAX. ' :COMPACTED Fl L 36 MAXIMUM 12,MINIMUM
CROSS-SECTION STONE BASE
CONSTRUCTION SHALL BE WATERTIGHT.
0 00° o° ° 3, LAYER
:❖.•rr.•� .. .•::::: '
WWWWW .
♦11111. s a 1� X1111111 REMOVE
NSUITABLE
►11111♦ + • + .�j11111♦
♦11111E '1♦ ♦111
111111' •
� - !i1i1i1i1i1i1� +� • � � � � � � ' A1i1�i1i1i°i1MATERIAL. FOR
♦ 111111
WASHED: STONE
DATE: DATE: DATE: DATE: DATE: DATE: DATE: DATE:.` 7 1/2 22-10
10/11/01 10/11/01 10/11/01 10/11/01 10/17/01 _10/17/01 10/17/01 10/17/01 PLAN MEW - CR -OSS -SECTION OF, CHAMBER
"TEST BY: - TEST BY: TEST BY: TEST BY: TEST BY: TEST BY: TEST BY: TEST BY:
WELLER & ASSOC. WELLER & ASSOC. WELLER & ASSOC. WELLER &'ASSOC. WELLER & ASSOC. WELLER & ASSOC. WELLER & ASSOC.WELLER & ASSOC.
WITNESSEDB. . WITNESSED BY, WITNESSED BY. WITNESSED BY. WITNESSED,BY. WITNESSED BY. DATUM,
UR
M YWITNESSED BY. WITNESSED BY
PH DESIGN
BRUCE Y. RS ,BRUCE MURPHY, RS _BRUCE MURPHY, RS BRUCE MURPHY, RS _BRUCE MURPHY, RS BRUCE MURPHY, RS BRUCE MURPHY. RS BRUCE MURPHY, RS CRITERIA.
:FERC. RATE. PER(.RATE. PER(. RATE. PER(. RATE: PER(. RATE. PER(.' RATE., PER(. RATE:PER(. RATE:
VERTICAL DATUM: ASSUMED
DE I N FLO
W
-MIN./NCH MIN. INCH MIN /N H MIN./N H MIN./iN H MIN./INCH MIN INCH MIN./INCH
:
4 BEDROOMS AT110G.P.B. D 440 G.P.D.- "
SOIL EVALUATOR SO1L EVALUATOR SOIL EVALUATOR. SOIL' EVALUATOR 501E EVALUATOR SOI( EVALUATOR SOIL EVALUATOR SOIL EVALUATOR BENCH .MARK SET. TOP OF CONCRETE BOUND. ELEVATION 106.1
DAVE MASON DAVE MASON DAVE MASON DAVE MASON DAVE MASON DAVE MASON DAVE MASON DAVE MASON -_
SOIL CLASS, SOIL CLASS: SOIL CLASS, SOIL, CLASS. ; . SOIL. CLASS. SOIL CLASS, SOIL CLASS, SOIL CLASS. REQUIRED SEPTIC TANK-
.
44 'X Onnl _ 880 "GAL
LT.A.R. L.T.A.R. L.T.A.R. LT.A.R. L.T.A.R. L.T.A.R. LT.A.R. LT.A.R.EPTIC TANK:I7ROVIDED: _ `. 1500 'GAL.
P T $
0.74:G.P.O./SO.FT. 74 G, .D./SO.F . .0.74 G.P.D./SO.FT. 0,74 G.P.D./SO.FT. 0,74 G.P.D:/SO.FL 0.74 G.P.D./SO.FT. '. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SO.FL
NOTE:
N/F BENCHMARK. TOP OF BOTTOM OF HOLE TO BE INSPECTED
CONCRETE BOUND BY B.O.H. AND DESIGN ENGINEER SIZE OF LEACHING FACILITY' REQUIRED:
PROFILE. NOT TO SCALE KARL L. JOEL
INDICATES HIGH GROUNDN✓ATER-COMPUTATION ELEVATION 106:1 PRIOR TO SEPTIC INSTALLATION.
OBSERVED ' BASED ON TP ASSESSORS MAP '119 DESIGN PER(. RATE: « MIT../ INCH
EL.=�A. � - /16 � , PARCEL 4
FIRST PIPE LENGTH GROUND WATER LONG TERM APPL., RATE 0,74 '. G.P,D S.F.
TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL PTH TO T F (TOWN WATER) /
EL_- 106,1 • OE B0. 0 HOLE) 16.5
_ 6 OF FINISHED GRADE. FOR MIN. 2' ' - INDICATES ' �-- (ABANDONED WELL
FINISH GRAOE INDEX WELL-, -AIW-247
r: � ESTIMATED --- BY OWNER--"• --- -- "--• _
' ��--- 440: GPD + 0.74 GPDISF. 595- S.F. _
fL�106-.05.5 - SEASONAL HIGH WATER LEVEL RANGE ZONE @
s 4" PVC SCH 40 CURRENT DEPTHQINDEX WELL 10 O1 26.4 43 CENTERBOARD y I E, NofMI
f GROUND WATER C / )--- LAN / Ria 4 aslo
X 4 PVCAD WATER LEVEL ADJUSTMENT 15.7 4 0+ y�7
SCH 40 4- PVC SCH 40 I. •• LEACHING CHAMBER DEPTH TO ADJUSTED HIGH WATER i0_8 _ '� x ;a "^. SIZE OF LEACHING .FACILITY PROVIDED:
INDICATES
... r; 3 CRAIG A q , y
DOC .B I= _ -
L I_G PER(• / ,� No•szo3a USE 500 GALLON CONCRETE LEACHING
H TEST
. I=E CHf�MBERS(3 UNITS) 12,83`x2 x33.5 '
5 OUTLET =
I F E INDICATES / = • . - Rti - '{ '
DIST. BOX s MIN. SE ARATION � / � SIDEWALL 2(12,83 33,5) X 2' i$5,3
SEPTIC TANK UNSUITABLE L�� \
_ ,�.,•- _ � _ BOTTOM = 12,83' X 33.5' - '429.8
MATERIAL
EST. HIGH GROUNDWATER r..__ V i / R _4 j • 29. v 19 (O Z 615S.F,
X N/F 615 S.F x 0.74 GPD/SF = 455GPD
WESLEY W. ISENBERG -
SEPTIC TANK DETAIL: 1,500 GALLON f - oQoE ,,23.73 -
,. ASSESSORS MAP 119 - •
N •L� '_ 1. PARCEL 5
NOT TO SCALE \ 6 , \ (TOWN WATER)
O \ ��/ 129 DRIFTWOOD LANE
NOTES:" 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON
REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE.
TEES TO BE CENTERED UNDER MANHOLE COVER.
2 SEPTIC TANK TO WITHSTAND H-10 LOADING n 7- ('�
UNLESS UNDER PAVEMENT, DRIVES OR i D LOCUS INFORMATION
TRAVELED WAYS, WHEREIN H-20 LOADING
TP 4 \ `J 1 DANd
D
SHALL APPLY. ' / ; # S CRISPIN I;
3. ALL PIPE CONNECTIONS AND CONCRETE - Cf \ O
CONSTRUCTION SHALL BE WATERTIGHT. 2-24" 1)IA CONCRETE MANHOLES gvlL r CURRENT OWNER: STEPHEN
A PN EN L. &ANN"dAR1E D.
W/ METAL HANDLES BROUGHT `TP#8 i'TP 7 ���/J Nom
4. FILL ALL UNUSED KNOCKOUTS WITH Tb 6. OF FINISH GRADE '• # / p �'
MORTAR. TITLE REFERENCE: DEED BOOK 14400, PAGE 244
TEE TO BE UNDER 12" M!N. \ LIMITS OF \- `' S. O 'Plot`
HIGHPOINT IN ROAD YP 1 �'
PLAN REFERENCE: PLAN BOOK 120 PAGE 119
M.H. OPENING 0 �, #
�` 3' ELEV 105.17' EXCAVATION TP#3/'� 930,`, Z
At M H w I 4. SEE NOTES ., F p
^
RAISE . l
tp _g \ 5 AND 6 - '>"� ASSESSORS MAP: 119
SEWER BRICK !-i.: ::ra ~' \ A \ �>
10'-0" & MORTAR ; . �' 9 _ i) \ ``.,. 9 �/ f PARCEL: 3
NORMAL WATER LEVEL 12 r ( \ �_ OO TP#2 A.ti I/
\ A
\ to /� _ ZONING DISTRICT: R-40
3• TEST PIT _ TEST PIT #10 ti. cb q \ �. �o t `*' `'� \
1p• ta' GRD. EL, 106.5 GRD. EL 107.6 d •. v S, s ,- SETBACKS, FRONT 30
PRECAST .SEPTIC TANK sC1
b INLET TEE i 4'-g'GW.'N/A N A 4
EST. HIGH _/A EST. HIGH GW. -� \ • S ! SIDE 20
` \r z' 38 7 REAR 2D'
s O
5 -2 4'-6 4._ ^ .t •o er+o o+ S'-4"
0 M N.
(GAS
r U iD DEPTH
QU
- ws colroa
z
• d
e BOTTOM ON LEVEL STABLE BASE
PLAN VIEW ��dz,��
¢- MIN. - S TO CROSS-SECTION ^,EW
t 1/2" STONE
INVERT ELEVATIONS:
TOO 0P OFFOUNDATION
107.2 A
4" INVERT AT BUILDING : 104.75 B
4" INVERT AT SEPTIC TANK (IN) 104.49 C
4" INVERT AT SEPTIC TANK (OUT) 104.24 D
A
LOAMY SAND,
2.5Y 4/3
_B
LOAMY SAND
2:5Y 7/4
MEDIUM SAND
2.5Y 7/2
MEDIUM SAND
7.5YR 4/4
MEDIUM SAND
2.5Y 7/2 '
MEDIUM SAND
7.5YR 4/2
/
MEDIUM SAND
2.5Y 7/2
12' '
36"
60"
63"
75-
128"
134"
A
LOAMY BAND
2.5Y 4/3
B
LOAMY SAND'
2.5Y 7/4
MEDIUM SAND
2.5Y, 7/2.
MEDIUM SAND
7.5YR 4/4
MEDIUM SAND
2.5Y 7/2
, . 1500
GALLON
TP
0
;
� MINIMUM MUd LOT SIZE 4000 S.F.S.
12'
_ SEPTIC \ j� TPP5 O \ EXIST: TOTAL LOT AREA: 24,$261 S.F. -
TANK
� S
".,
r, 0
OVERLAY RLAY DISTRiCT. NO 2
36" 6 (MIN)
O, t ', t., �- � NITROGEN SENSITIVE
ZONE; NOT A ZONE it
72 „ R ED 2 PROPOSED ,, \ GARAGE GE
CK G FEMA FLOOD
DER / \ ZONE DISTRICT: "C DATED 7/2/92
84" TOP OF SLAB PANEL P250015 0002 D
ELEV 106.2 i o
�o
PROPOSED °o I LOCUS PLAN:
a 1 - 4 BEDROOM - % � NO SCALE
DNELUNG
2 27..3 TOF. 107.2
c'� \ F.F. 108.2
F❑LLINS J S
z cti0
4" INVERT AT DIST. BOX IN 104.07E EL 91.0 1O" EL= 91.6 192 o�
POND
( ) o o P <v
4" INVERT AT DIST. BOX OUT 103.90 F DATE: DATE:
7/10/02 7/10/02 DRIFTW❑❑D LA.
INVERTS AT LEACHING 'FACILITY:
N - /
TEST BY: '- TEST BY:
4 INVERT AT BEGINNING o , '.
R THE BSC GROUP, INC. THE BSC,GROUP, INC. 2� p
•
�., _ sh: _..•/ � / _, C-) LOCUS
WITNESSED BY: WITNESSED BY
OF LEACHING CHAMBER 103.8 G
BRUCE MURPHY, RS BRUCE MURPHY, RS N/F
ELEVATION AT BOTTOM PERC. 'RATE: E C. RA ELSE M. 1.MAP 1 Z �
ER TE.
ASSESSORS MAP 119 R .-� rq
OF LEACHING CHAMBER 101.8 HMIv./INCH I"N./INCta PARCEL 2 0 / A��/ N
Q�
ADJUSTED SOIL EVALUATOR' S 71L rvAl,;aJOR (T0AN WATER) CJ NG 1� / !3 DINARS
GROUNDWATER 93.5 J CRAIG FIELD 1?AIG F.€ I_D 131 CRANBERRY -LANE PLAN VIEW P17ND
r
SOIL CLASS OI ' SS. / /z
t ; _...._ ,� .•/ / SCALE: 1' = 20 FEETW. GR,
WESTERN RD
VARIANCES REQUESTED: L.T.A_F•
.P - o to zn 40 FT. 6
NONE / �•
REVISIONS,
;NO. DATE DESCRIPTION
�• l
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 SHALL BE SCHEDULE `r
40 OR EQUAL.'
4. THERE`ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF.THE
PROPOSED LEACHING FACIUTY.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.
8: REPLACE WITH CLEAN WASHED SAND '
OR OTHER CLEAN GRANULAR SOILS
.. CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS:
107. -(MAX) 13Y WT, .SHALL.
PASS No. 50 SIEVE ,
<10 Z OF No: 4 SIEVE'SHALL
PASS No. 100:
<5 x Or No. 4 SIEVE SHALL
PASS No. 200 -
UNIFORMITY COEFFICIENT E7 No.'4
SIEVE
7. EXISTING UTILITIES 114ERE�SHOt"M
IN THE 'DRAWINGS ARE "APPROXIMATE, "
THE CONTRACTOR "°SHALL `BE RCSPON-
SIBLEFOR PROPERLYrLOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY KITH DIG -SAFE r '
AND THE APPLICABLE UTILITY
COMPANY AND' MAINTAINING THE.j
EXISTING UTILITY .SYSTEM 1N' SERVCE.
DIG -SAFE SHALL BE NOT!nED'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 SURSUr.F:ACE'STRUCTURES .
:ARE.SHOWN. LOCATIONS -AND
ELEVATIONS OF UNDERGROUND UTILITIES
-TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL -VERIFY S17E, .
.LOCATION AND INVERTS OF, UTILITIES'
AND STRUCTURES AS REQUIRED PRIOR
TO -THE STAP•T OF CONSTRUCTION..'
8, THIS SYSTEM IS NOT DESIGNED FOR
THE USE Or 'A .GARBAGE GRINDER.
A:GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE :LEACHINO-
FACILITY.
9. EXITING INV'",R I3 ARE TO BE CHECKED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION
THE ENGINEER IS TO DE NOMNED OF
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
BSC GROUP.
.
657 Main Street, -(RT. 28) Unit 6
W. Yarmouth Massachusetts,,,!
=02673
508 778 8919
PROJECT, TITLE:
SE4'AGE . DISPOSAL
SYSTEM 'DESIGN
ill 37 y
CRANBERRY LANE '
SOUTH 'YARVIOIlTH
IIA 0266/1-
..
PREPARED FOR:"
'Mr, TIM WLUAMS
VALUAMS .BUILDING CO., 1NC
P.O. BOX 272: .
YARMOUTHPORI, -MA 026 5,
DATE: :7/17/02 '
COMP. DESIGN; K. HEALY •
CHECK: 0. CRISPIN
DRAWN: 'P.-HAGIST
FIELD: 'D. GAZZOLO /.,J.- McCART1N
FILE- N0, 84227SEP.DWG
DWG NO. 5375-a1
SHEET i OF t;
JOB N0:' 4-8422.00
3 UNITS
-0
l,,LLO
I N
500
-E s - --
" ! 2. PROVIDE INLET TEE OR BAFFLE WHERE 33,5
32 5,5 OUTLETS SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR
' . ,.-„ . •, PLAN VIEW - LEACHING CHAMBERS.
IN PUMPED SYSTEM. ,
S
I
o�6 ^ '.- ...
4 Qi `� L. 2 -. 3, FIRST .TWO FEET OF PIPE OUT OF DIST. -
B STB ON LEVEL BOX TO BE LAID LEVEL LOAM &SEED DISTURBED AREAS
STABLE BASE 6" MIN. 3/4- TO _
1 1/2 CRUSHED " "',
TI 4. ALL PIPE CONNECTIONS AND CONCRETI 3 MAX. ' :COMPACTED Fl L 36 MAXIMUM 12,MINIMUM
CROSS-SECTION STONE BASE
CONSTRUCTION SHALL BE WATERTIGHT.
0 00° o° ° 3, LAYER
:❖.•rr.•� .. .•::::: '
WWWWW .
♦11111. s a 1� X1111111 REMOVE
NSUITABLE
►11111♦ + • + .�j11111♦
♦11111E '1♦ ♦111
111111' •
� - !i1i1i1i1i1i1� +� • � � � � � � ' A1i1�i1i1i°i1MATERIAL. FOR
♦ 111111
WASHED: STONE
DATE: DATE: DATE: DATE: DATE: DATE: DATE: DATE:.` 7 1/2 22-10
10/11/01 10/11/01 10/11/01 10/11/01 10/17/01 _10/17/01 10/17/01 10/17/01 PLAN MEW - CR -OSS -SECTION OF, CHAMBER
"TEST BY: - TEST BY: TEST BY: TEST BY: TEST BY: TEST BY: TEST BY: TEST BY:
WELLER & ASSOC. WELLER & ASSOC. WELLER & ASSOC. WELLER &'ASSOC. WELLER & ASSOC. WELLER & ASSOC. WELLER & ASSOC.WELLER & ASSOC.
WITNESSEDB. . WITNESSED BY, WITNESSED BY. WITNESSED BY. WITNESSED,BY. WITNESSED BY. DATUM,
UR
M YWITNESSED BY. WITNESSED BY
PH DESIGN
BRUCE Y. RS ,BRUCE MURPHY, RS _BRUCE MURPHY, RS BRUCE MURPHY, RS _BRUCE MURPHY, RS BRUCE MURPHY, RS BRUCE MURPHY. RS BRUCE MURPHY, RS CRITERIA.
:FERC. RATE. PER(.RATE. PER(. RATE. PER(. RATE: PER(. RATE. PER(.' RATE., PER(. RATE:PER(. RATE:
VERTICAL DATUM: ASSUMED
DE I N FLO
W
-MIN./NCH MIN. INCH MIN /N H MIN./N H MIN./iN H MIN./INCH MIN INCH MIN./INCH
:
4 BEDROOMS AT110G.P.B. D 440 G.P.D.- "
SOIL EVALUATOR SO1L EVALUATOR SOIL EVALUATOR. SOIL' EVALUATOR 501E EVALUATOR SOI( EVALUATOR SOIL EVALUATOR SOIL EVALUATOR BENCH .MARK SET. TOP OF CONCRETE BOUND. ELEVATION 106.1
DAVE MASON DAVE MASON DAVE MASON DAVE MASON DAVE MASON DAVE MASON DAVE MASON DAVE MASON -_
SOIL CLASS, SOIL CLASS: SOIL CLASS, SOIL, CLASS. ; . SOIL. CLASS. SOIL CLASS, SOIL CLASS, SOIL CLASS. REQUIRED SEPTIC TANK-
.
44 'X Onnl _ 880 "GAL
LT.A.R. L.T.A.R. L.T.A.R. LT.A.R. L.T.A.R. L.T.A.R. LT.A.R. LT.A.R.EPTIC TANK:I7ROVIDED: _ `. 1500 'GAL.
P T $
0.74:G.P.O./SO.FT. 74 G, .D./SO.F . .0.74 G.P.D./SO.FT. 0,74 G.P.D./SO.FT. 0,74 G.P.D:/SO.FL 0.74 G.P.D./SO.FT. '. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SO.FL
NOTE:
N/F BENCHMARK. TOP OF BOTTOM OF HOLE TO BE INSPECTED
CONCRETE BOUND BY B.O.H. AND DESIGN ENGINEER SIZE OF LEACHING FACILITY' REQUIRED:
PROFILE. NOT TO SCALE KARL L. JOEL
INDICATES HIGH GROUNDN✓ATER-COMPUTATION ELEVATION 106:1 PRIOR TO SEPTIC INSTALLATION.
OBSERVED ' BASED ON TP ASSESSORS MAP '119 DESIGN PER(. RATE: « MIT../ INCH
EL.=�A. � - /16 � , PARCEL 4
FIRST PIPE LENGTH GROUND WATER LONG TERM APPL., RATE 0,74 '. G.P,D S.F.
TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL PTH TO T F (TOWN WATER) /
EL_- 106,1 • OE B0. 0 HOLE) 16.5
_ 6 OF FINISHED GRADE. FOR MIN. 2' ' - INDICATES ' �-- (ABANDONED WELL
FINISH GRAOE INDEX WELL-, -AIW-247
r: � ESTIMATED --- BY OWNER--"• --- -- "--• _
' ��--- 440: GPD + 0.74 GPDISF. 595- S.F. _
fL�106-.05.5 - SEASONAL HIGH WATER LEVEL RANGE ZONE @
s 4" PVC SCH 40 CURRENT DEPTHQINDEX WELL 10 O1 26.4 43 CENTERBOARD y I E, NofMI
f GROUND WATER C / )--- LAN / Ria 4 aslo
X 4 PVCAD WATER LEVEL ADJUSTMENT 15.7 4 0+ y�7
SCH 40 4- PVC SCH 40 I. •• LEACHING CHAMBER DEPTH TO ADJUSTED HIGH WATER i0_8 _ '� x ;a "^. SIZE OF LEACHING .FACILITY PROVIDED:
INDICATES
... r; 3 CRAIG A q , y
DOC .B I= _ -
L I_G PER(• / ,� No•szo3a USE 500 GALLON CONCRETE LEACHING
H TEST
. I=E CHf�MBERS(3 UNITS) 12,83`x2 x33.5 '
5 OUTLET =
I F E INDICATES / = • . - Rti - '{ '
DIST. BOX s MIN. SE ARATION � / � SIDEWALL 2(12,83 33,5) X 2' i$5,3
SEPTIC TANK UNSUITABLE L�� \
_ ,�.,•- _ � _ BOTTOM = 12,83' X 33.5' - '429.8
MATERIAL
EST. HIGH GROUNDWATER r..__ V i / R _4 j • 29. v 19 (O Z 615S.F,
X N/F 615 S.F x 0.74 GPD/SF = 455GPD
WESLEY W. ISENBERG -
SEPTIC TANK DETAIL: 1,500 GALLON f - oQoE ,,23.73 -
,. ASSESSORS MAP 119 - •
N •L� '_ 1. PARCEL 5
NOT TO SCALE \ 6 , \ (TOWN WATER)
O \ ��/ 129 DRIFTWOOD LANE
NOTES:" 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON
REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE.
TEES TO BE CENTERED UNDER MANHOLE COVER.
2 SEPTIC TANK TO WITHSTAND H-10 LOADING n 7- ('�
UNLESS UNDER PAVEMENT, DRIVES OR i D LOCUS INFORMATION
TRAVELED WAYS, WHEREIN H-20 LOADING
TP 4 \ `J 1 DANd
D
SHALL APPLY. ' / ; # S CRISPIN I;
3. ALL PIPE CONNECTIONS AND CONCRETE - Cf \ O
CONSTRUCTION SHALL BE WATERTIGHT. 2-24" 1)IA CONCRETE MANHOLES gvlL r CURRENT OWNER: STEPHEN
A PN EN L. &ANN"dAR1E D.
W/ METAL HANDLES BROUGHT `TP#8 i'TP 7 ���/J Nom
4. FILL ALL UNUSED KNOCKOUTS WITH Tb 6. OF FINISH GRADE '• # / p �'
MORTAR. TITLE REFERENCE: DEED BOOK 14400, PAGE 244
TEE TO BE UNDER 12" M!N. \ LIMITS OF \- `' S. O 'Plot`
HIGHPOINT IN ROAD YP 1 �'
PLAN REFERENCE: PLAN BOOK 120 PAGE 119
M.H. OPENING 0 �, #
�` 3' ELEV 105.17' EXCAVATION TP#3/'� 930,`, Z
At M H w I 4. SEE NOTES ., F p
^
RAISE . l
tp _g \ 5 AND 6 - '>"� ASSESSORS MAP: 119
SEWER BRICK !-i.: ::ra ~' \ A \ �>
10'-0" & MORTAR ; . �' 9 _ i) \ ``.,. 9 �/ f PARCEL: 3
NORMAL WATER LEVEL 12 r ( \ �_ OO TP#2 A.ti I/
\ A
\ to /� _ ZONING DISTRICT: R-40
3• TEST PIT _ TEST PIT #10 ti. cb q \ �. �o t `*' `'� \
1p• ta' GRD. EL, 106.5 GRD. EL 107.6 d •. v S, s ,- SETBACKS, FRONT 30
PRECAST .SEPTIC TANK sC1
b INLET TEE i 4'-g'GW.'N/A N A 4
EST. HIGH _/A EST. HIGH GW. -� \ • S ! SIDE 20
` \r z' 38 7 REAR 2D'
s O
5 -2 4'-6 4._ ^ .t •o er+o o+ S'-4"
0 M N.
(GAS
r U iD DEPTH
QU
- ws colroa
z
• d
e BOTTOM ON LEVEL STABLE BASE
PLAN VIEW ��dz,��
¢- MIN. - S TO CROSS-SECTION ^,EW
t 1/2" STONE
INVERT ELEVATIONS:
TOO 0P OFFOUNDATION
107.2 A
4" INVERT AT BUILDING : 104.75 B
4" INVERT AT SEPTIC TANK (IN) 104.49 C
4" INVERT AT SEPTIC TANK (OUT) 104.24 D
A
LOAMY SAND,
2.5Y 4/3
_B
LOAMY SAND
2:5Y 7/4
MEDIUM SAND
2.5Y 7/2
MEDIUM SAND
7.5YR 4/4
MEDIUM SAND
2.5Y 7/2 '
MEDIUM SAND
7.5YR 4/2
/
MEDIUM SAND
2.5Y 7/2
12' '
36"
60"
63"
75-
128"
134"
A
LOAMY BAND
2.5Y 4/3
B
LOAMY SAND'
2.5Y 7/4
MEDIUM SAND
2.5Y, 7/2.
MEDIUM SAND
7.5YR 4/4
MEDIUM SAND
2.5Y 7/2
, . 1500
GALLON
TP
0
;
� MINIMUM MUd LOT SIZE 4000 S.F.S.
12'
_ SEPTIC \ j� TPP5 O \ EXIST: TOTAL LOT AREA: 24,$261 S.F. -
TANK
� S
".,
r, 0
OVERLAY RLAY DISTRiCT. NO 2
36" 6 (MIN)
O, t ', t., �- � NITROGEN SENSITIVE
ZONE; NOT A ZONE it
72 „ R ED 2 PROPOSED ,, \ GARAGE GE
CK G FEMA FLOOD
DER / \ ZONE DISTRICT: "C DATED 7/2/92
84" TOP OF SLAB PANEL P250015 0002 D
ELEV 106.2 i o
�o
PROPOSED °o I LOCUS PLAN:
a 1 - 4 BEDROOM - % � NO SCALE
DNELUNG
2 27..3 TOF. 107.2
c'� \ F.F. 108.2
F❑LLINS J S
z cti0
4" INVERT AT DIST. BOX IN 104.07E EL 91.0 1O" EL= 91.6 192 o�
POND
( ) o o P <v
4" INVERT AT DIST. BOX OUT 103.90 F DATE: DATE:
7/10/02 7/10/02 DRIFTW❑❑D LA.
INVERTS AT LEACHING 'FACILITY:
N - /
TEST BY: '- TEST BY:
4 INVERT AT BEGINNING o , '.
R THE BSC GROUP, INC. THE BSC,GROUP, INC. 2� p
•
�., _ sh: _..•/ � / _, C-) LOCUS
WITNESSED BY: WITNESSED BY
OF LEACHING CHAMBER 103.8 G
BRUCE MURPHY, RS BRUCE MURPHY, RS N/F
ELEVATION AT BOTTOM PERC. 'RATE: E C. RA ELSE M. 1.MAP 1 Z �
ER TE.
ASSESSORS MAP 119 R .-� rq
OF LEACHING CHAMBER 101.8 HMIv./INCH I"N./INCta PARCEL 2 0 / A��/ N
Q�
ADJUSTED SOIL EVALUATOR' S 71L rvAl,;aJOR (T0AN WATER) CJ NG 1� / !3 DINARS
GROUNDWATER 93.5 J CRAIG FIELD 1?AIG F.€ I_D 131 CRANBERRY -LANE PLAN VIEW P17ND
r
SOIL CLASS OI ' SS. / /z
t ; _...._ ,� .•/ / SCALE: 1' = 20 FEETW. GR,
WESTERN RD
VARIANCES REQUESTED: L.T.A_F•
.P - o to zn 40 FT. 6
NONE / �•
REVISIONS,
;NO. DATE DESCRIPTION
�• l
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 SHALL BE SCHEDULE `r
40 OR EQUAL.'
4. THERE`ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF.THE
PROPOSED LEACHING FACIUTY.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.
8: REPLACE WITH CLEAN WASHED SAND '
OR OTHER CLEAN GRANULAR SOILS
.. CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS:
107. -(MAX) 13Y WT, .SHALL.
PASS No. 50 SIEVE ,
<10 Z OF No: 4 SIEVE'SHALL
PASS No. 100:
<5 x Or No. 4 SIEVE SHALL
PASS No. 200 -
UNIFORMITY COEFFICIENT E7 No.'4
SIEVE
7. EXISTING UTILITIES 114ERE�SHOt"M
IN THE 'DRAWINGS ARE "APPROXIMATE, "
THE CONTRACTOR "°SHALL `BE RCSPON-
SIBLEFOR PROPERLYrLOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY KITH DIG -SAFE r '
AND THE APPLICABLE UTILITY
COMPANY AND' MAINTAINING THE.j
EXISTING UTILITY .SYSTEM 1N' SERVCE.
DIG -SAFE SHALL BE NOT!nED'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 SURSUr.F:ACE'STRUCTURES .
:ARE.SHOWN. LOCATIONS -AND
ELEVATIONS OF UNDERGROUND UTILITIES
-TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL -VERIFY S17E, .
.LOCATION AND INVERTS OF, UTILITIES'
AND STRUCTURES AS REQUIRED PRIOR
TO -THE STAP•T OF CONSTRUCTION..'
8, THIS SYSTEM IS NOT DESIGNED FOR
THE USE Or 'A .GARBAGE GRINDER.
A:GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE :LEACHINO-
FACILITY.
9. EXITING INV'",R I3 ARE TO BE CHECKED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION
THE ENGINEER IS TO DE NOMNED OF
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
BSC GROUP.
.
657 Main Street, -(RT. 28) Unit 6
W. Yarmouth Massachusetts,,,!
=02673
508 778 8919
PROJECT, TITLE:
SE4'AGE . DISPOSAL
SYSTEM 'DESIGN
ill 37 y
CRANBERRY LANE '
SOUTH 'YARVIOIlTH
IIA 0266/1-
..
PREPARED FOR:"
'Mr, TIM WLUAMS
VALUAMS .BUILDING CO., 1NC
P.O. BOX 272: .
YARMOUTHPORI, -MA 026 5,
DATE: :7/17/02 '
COMP. DESIGN; K. HEALY •
CHECK: 0. CRISPIN
DRAWN: 'P.-HAGIST
FIELD: 'D. GAZZOLO /.,J.- McCART1N
FILE- N0, 84227SEP.DWG
DWG NO. 5375-a1
SHEET i OF t;
JOB N0:' 4-8422.00
:❖.•rr.•� .. .•::::: '
WWWWW .
♦11111. s a 1� X1111111 REMOVE
NSUITABLE
►11111♦ + • + .�j11111♦
♦11111E '1♦ ♦111
111111' •
� - !i1i1i1i1i1i1� +� • � � � � � � ' A1i1�i1i1i°i1MATERIAL. FOR
♦ 111111
WASHED: STONE
DATE: DATE: DATE: DATE: DATE: DATE: DATE: DATE:.` 7 1/2 22-10
10/11/01 10/11/01 10/11/01 10/11/01 10/17/01 _10/17/01 10/17/01 10/17/01 PLAN MEW - CR -OSS -SECTION OF, CHAMBER
"TEST BY: - TEST BY: TEST BY: TEST BY: TEST BY: TEST BY: TEST BY: TEST BY:
WELLER & ASSOC. WELLER & ASSOC. WELLER & ASSOC. WELLER &'ASSOC. WELLER & ASSOC. WELLER & ASSOC. WELLER & ASSOC.WELLER & ASSOC.
WITNESSEDB. . WITNESSED BY, WITNESSED BY. WITNESSED BY. WITNESSED,BY. WITNESSED BY. DATUM,
UR
M YWITNESSED BY. WITNESSED BY
PH DESIGN
BRUCE Y. RS ,BRUCE MURPHY, RS _BRUCE MURPHY, RS BRUCE MURPHY, RS _BRUCE MURPHY, RS BRUCE MURPHY, RS BRUCE MURPHY. RS BRUCE MURPHY, RS CRITERIA.
:FERC. RATE. PER(.RATE. PER(. RATE. PER(. RATE: PER(. RATE. PER(.' RATE., PER(. RATE:PER(. RATE:
VERTICAL DATUM: ASSUMED
DE I N FLO
W
-MIN./NCH MIN. INCH MIN /N H MIN./N H MIN./iN H MIN./INCH MIN INCH MIN./INCH
:
4 BEDROOMS AT110G.P.B. D 440 G.P.D.- "
SOIL EVALUATOR SO1L EVALUATOR SOIL EVALUATOR. SOIL' EVALUATOR 501E EVALUATOR SOI( EVALUATOR SOIL EVALUATOR SOIL EVALUATOR BENCH .MARK SET. TOP OF CONCRETE BOUND. ELEVATION 106.1
DAVE MASON DAVE MASON DAVE MASON DAVE MASON DAVE MASON DAVE MASON DAVE MASON DAVE MASON -_
SOIL CLASS, SOIL CLASS: SOIL CLASS, SOIL, CLASS. ; . SOIL. CLASS. SOIL CLASS, SOIL CLASS, SOIL CLASS. REQUIRED SEPTIC TANK-
.
44 'X Onnl _ 880 "GAL
LT.A.R. L.T.A.R. L.T.A.R. LT.A.R. L.T.A.R. L.T.A.R. LT.A.R. LT.A.R.EPTIC TANK:I7ROVIDED: _ `. 1500 'GAL.
P T $
0.74:G.P.O./SO.FT. 74 G, .D./SO.F . .0.74 G.P.D./SO.FT. 0,74 G.P.D./SO.FT. 0,74 G.P.D:/SO.FL 0.74 G.P.D./SO.FT. '. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SO.FL
NOTE:
N/F BENCHMARK. TOP OF BOTTOM OF HOLE TO BE INSPECTED
CONCRETE BOUND BY B.O.H. AND DESIGN ENGINEER SIZE OF LEACHING FACILITY' REQUIRED:
PROFILE. NOT TO SCALE KARL L. JOEL
INDICATES HIGH GROUNDN✓ATER-COMPUTATION ELEVATION 106:1 PRIOR TO SEPTIC INSTALLATION.
OBSERVED ' BASED ON TP ASSESSORS MAP '119 DESIGN PER(. RATE: « MIT../ INCH
EL.=�A. � - /16 � , PARCEL 4
FIRST PIPE LENGTH GROUND WATER LONG TERM APPL., RATE 0,74 '. G.P,D S.F.
TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL PTH TO T F (TOWN WATER) /
EL_- 106,1 • OE B0. 0 HOLE) 16.5
_ 6 OF FINISHED GRADE. FOR MIN. 2' ' - INDICATES ' �-- (ABANDONED WELL
FINISH GRAOE INDEX WELL-, -AIW-247
r: � ESTIMATED --- BY OWNER--"• --- -- "--• _
' ��--- 440: GPD + 0.74 GPDISF. 595- S.F. _
fL�106-.05.5 - SEASONAL HIGH WATER LEVEL RANGE ZONE @
s 4" PVC SCH 40 CURRENT DEPTHQINDEX WELL 10 O1 26.4 43 CENTERBOARD y I E, NofMI
f GROUND WATER C / )--- LAN / Ria 4 aslo
X 4 PVCAD WATER LEVEL ADJUSTMENT 15.7 4 0+ y�7
SCH 40 4- PVC SCH 40 I. •• LEACHING CHAMBER DEPTH TO ADJUSTED HIGH WATER i0_8 _ '� x ;a "^. SIZE OF LEACHING .FACILITY PROVIDED:
INDICATES
... r; 3 CRAIG A q , y
DOC .B I= _ -
L I_G PER(• / ,� No•szo3a USE 500 GALLON CONCRETE LEACHING
H TEST
. I=E CHf�MBERS(3 UNITS) 12,83`x2 x33.5 '
5 OUTLET =
I F E INDICATES / = • . - Rti - '{ '
DIST. BOX s MIN. SE ARATION � / � SIDEWALL 2(12,83 33,5) X 2' i$5,3
SEPTIC TANK UNSUITABLE L�� \
_ ,�.,•- _ � _ BOTTOM = 12,83' X 33.5' - '429.8
MATERIAL
EST. HIGH GROUNDWATER r..__ V i / R _4 j • 29. v 19 (O Z 615S.F,
X N/F 615 S.F x 0.74 GPD/SF = 455GPD
WESLEY W. ISENBERG -
SEPTIC TANK DETAIL: 1,500 GALLON f - oQoE ,,23.73 -
,. ASSESSORS MAP 119 - •
N •L� '_ 1. PARCEL 5
NOT TO SCALE \ 6 , \ (TOWN WATER)
O \ ��/ 129 DRIFTWOOD LANE
NOTES:" 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON
REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE.
TEES TO BE CENTERED UNDER MANHOLE COVER.
2 SEPTIC TANK TO WITHSTAND H-10 LOADING n 7- ('�
UNLESS UNDER PAVEMENT, DRIVES OR i D LOCUS INFORMATION
TRAVELED WAYS, WHEREIN H-20 LOADING
TP 4 \ `J 1 DANd
D
SHALL APPLY. ' / ; # S CRISPIN I;
3. ALL PIPE CONNECTIONS AND CONCRETE - Cf \ O
CONSTRUCTION SHALL BE WATERTIGHT. 2-24" 1)IA CONCRETE MANHOLES gvlL r CURRENT OWNER: STEPHEN
A PN EN L. &ANN"dAR1E D.
W/ METAL HANDLES BROUGHT `TP#8 i'TP 7 ���/J Nom
4. FILL ALL UNUSED KNOCKOUTS WITH Tb 6. OF FINISH GRADE '• # / p �'
MORTAR. TITLE REFERENCE: DEED BOOK 14400, PAGE 244
TEE TO BE UNDER 12" M!N. \ LIMITS OF \- `' S. O 'Plot`
HIGHPOINT IN ROAD YP 1 �'
PLAN REFERENCE: PLAN BOOK 120 PAGE 119
M.H. OPENING 0 �, #
�` 3' ELEV 105.17' EXCAVATION TP#3/'� 930,`, Z
At M H w I 4. SEE NOTES ., F p
^
RAISE . l
tp _g \ 5 AND 6 - '>"� ASSESSORS MAP: 119
SEWER BRICK !-i.: ::ra ~' \ A \ �>
10'-0" & MORTAR ; . �' 9 _ i) \ ``.,. 9 �/ f PARCEL: 3
NORMAL WATER LEVEL 12 r ( \ �_ OO TP#2 A.ti I/
\ A
\ to /� _ ZONING DISTRICT: R-40
3• TEST PIT _ TEST PIT #10 ti. cb q \ �. �o t `*' `'� \
1p• ta' GRD. EL, 106.5 GRD. EL 107.6 d •. v S, s ,- SETBACKS, FRONT 30
PRECAST .SEPTIC TANK sC1
b INLET TEE i 4'-g'GW.'N/A N A 4
EST. HIGH _/A EST. HIGH GW. -� \ • S ! SIDE 20
` \r z' 38 7 REAR 2D'
s O
5 -2 4'-6 4._ ^ .t •o er+o o+ S'-4"
0 M N.
(GAS
r U iD DEPTH
QU
- ws colroa
z
• d
e BOTTOM ON LEVEL STABLE BASE
PLAN VIEW ��dz,��
¢- MIN. - S TO CROSS-SECTION ^,EW
t 1/2" STONE
INVERT ELEVATIONS:
TOO 0P OFFOUNDATION
107.2 A
4" INVERT AT BUILDING : 104.75 B
4" INVERT AT SEPTIC TANK (IN) 104.49 C
4" INVERT AT SEPTIC TANK (OUT) 104.24 D
A
LOAMY SAND,
2.5Y 4/3
_B
LOAMY SAND
2:5Y 7/4
MEDIUM SAND
2.5Y 7/2
MEDIUM SAND
7.5YR 4/4
MEDIUM SAND
2.5Y 7/2 '
MEDIUM SAND
7.5YR 4/2
/
MEDIUM SAND
2.5Y 7/2
12' '
36"
60"
63"
75-
128"
134"
A
LOAMY BAND
2.5Y 4/3
B
LOAMY SAND'
2.5Y 7/4
MEDIUM SAND
2.5Y, 7/2.
MEDIUM SAND
7.5YR 4/4
MEDIUM SAND
2.5Y 7/2
, . 1500
GALLON
TP
0
;
� MINIMUM MUd LOT SIZE 4000 S.F.S.
12'
_ SEPTIC \ j� TPP5 O \ EXIST: TOTAL LOT AREA: 24,$261 S.F. -
TANK
� S
".,
r, 0
OVERLAY RLAY DISTRiCT. NO 2
36" 6 (MIN)
O, t ', t., �- � NITROGEN SENSITIVE
ZONE; NOT A ZONE it
72 „ R ED 2 PROPOSED ,, \ GARAGE GE
CK G FEMA FLOOD
DER / \ ZONE DISTRICT: "C DATED 7/2/92
84" TOP OF SLAB PANEL P250015 0002 D
ELEV 106.2 i o
�o
PROPOSED °o I LOCUS PLAN:
a 1 - 4 BEDROOM - % � NO SCALE
DNELUNG
2 27..3 TOF. 107.2
c'� \ F.F. 108.2
F❑LLINS J S
z cti0
4" INVERT AT DIST. BOX IN 104.07E EL 91.0 1O" EL= 91.6 192 o�
POND
( ) o o P <v
4" INVERT AT DIST. BOX OUT 103.90 F DATE: DATE:
7/10/02 7/10/02 DRIFTW❑❑D LA.
INVERTS AT LEACHING 'FACILITY:
N - /
TEST BY: '- TEST BY:
4 INVERT AT BEGINNING o , '.
R THE BSC GROUP, INC. THE BSC,GROUP, INC. 2� p
•
�., _ sh: _..•/ � / _, C-) LOCUS
WITNESSED BY: WITNESSED BY
OF LEACHING CHAMBER 103.8 G
BRUCE MURPHY, RS BRUCE MURPHY, RS N/F
ELEVATION AT BOTTOM PERC. 'RATE: E C. RA ELSE M. 1.MAP 1 Z �
ER TE.
ASSESSORS MAP 119 R .-� rq
OF LEACHING CHAMBER 101.8 HMIv./INCH I"N./INCta PARCEL 2 0 / A��/ N
Q�
ADJUSTED SOIL EVALUATOR' S 71L rvAl,;aJOR (T0AN WATER) CJ NG 1� / !3 DINARS
GROUNDWATER 93.5 J CRAIG FIELD 1?AIG F.€ I_D 131 CRANBERRY -LANE PLAN VIEW P17ND
r
SOIL CLASS OI ' SS. / /z
t ; _...._ ,� .•/ / SCALE: 1' = 20 FEETW. GR,
WESTERN RD
VARIANCES REQUESTED: L.T.A_F•
.P - o to zn 40 FT. 6
NONE / �•
REVISIONS,
;NO. DATE DESCRIPTION
�• l
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 SHALL BE SCHEDULE `r
40 OR EQUAL.'
4. THERE`ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF.THE
PROPOSED LEACHING FACIUTY.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.
8: REPLACE WITH CLEAN WASHED SAND '
OR OTHER CLEAN GRANULAR SOILS
.. CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS:
107. -(MAX) 13Y WT, .SHALL.
PASS No. 50 SIEVE ,
<10 Z OF No: 4 SIEVE'SHALL
PASS No. 100:
<5 x Or No. 4 SIEVE SHALL
PASS No. 200 -
UNIFORMITY COEFFICIENT E7 No.'4
SIEVE
7. EXISTING UTILITIES 114ERE�SHOt"M
IN THE 'DRAWINGS ARE "APPROXIMATE, "
THE CONTRACTOR "°SHALL `BE RCSPON-
SIBLEFOR PROPERLYrLOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY KITH DIG -SAFE r '
AND THE APPLICABLE UTILITY
COMPANY AND' MAINTAINING THE.j
EXISTING UTILITY .SYSTEM 1N' SERVCE.
DIG -SAFE SHALL BE NOT!nED'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 SURSUr.F:ACE'STRUCTURES .
:ARE.SHOWN. LOCATIONS -AND
ELEVATIONS OF UNDERGROUND UTILITIES
-TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL -VERIFY S17E, .
.LOCATION AND INVERTS OF, UTILITIES'
AND STRUCTURES AS REQUIRED PRIOR
TO -THE STAP•T OF CONSTRUCTION..'
8, THIS SYSTEM IS NOT DESIGNED FOR
THE USE Or 'A .GARBAGE GRINDER.
A:GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE :LEACHINO-
FACILITY.
9. EXITING INV'",R I3 ARE TO BE CHECKED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION
THE ENGINEER IS TO DE NOMNED OF
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
BSC GROUP.
.
657 Main Street, -(RT. 28) Unit 6
W. Yarmouth Massachusetts,,,!
=02673
508 778 8919
PROJECT, TITLE:
SE4'AGE . DISPOSAL
SYSTEM 'DESIGN
ill 37 y
CRANBERRY LANE '
SOUTH 'YARVIOIlTH
IIA 0266/1-
..
PREPARED FOR:"
'Mr, TIM WLUAMS
VALUAMS .BUILDING CO., 1NC
P.O. BOX 272: .
YARMOUTHPORI, -MA 026 5,
DATE: :7/17/02 '
COMP. DESIGN; K. HEALY •
CHECK: 0. CRISPIN
DRAWN: 'P.-HAGIST
FIELD: 'D. GAZZOLO /.,J.- McCART1N
FILE- N0, 84227SEP.DWG
DWG NO. 5375-a1
SHEET i OF t;
JOB N0:' 4-8422.00
DATE: DATE: DATE: DATE: DATE: DATE: DATE: DATE:.` 7 1/2 22-10
10/11/01 10/11/01 10/11/01 10/11/01 10/17/01 _10/17/01 10/17/01 10/17/01 PLAN MEW - CR -OSS -SECTION OF, CHAMBER
"TEST BY: - TEST BY: TEST BY: TEST BY: TEST BY: TEST BY: TEST BY: TEST BY:
WELLER & ASSOC. WELLER & ASSOC. WELLER & ASSOC. WELLER &'ASSOC. WELLER & ASSOC. WELLER & ASSOC. WELLER & ASSOC.WELLER & ASSOC.
WITNESSEDB. . WITNESSED BY, WITNESSED BY. WITNESSED BY. WITNESSED,BY. WITNESSED BY. DATUM,
UR
M YWITNESSED BY. WITNESSED BY
PH DESIGN
BRUCE Y. RS ,BRUCE MURPHY, RS _BRUCE MURPHY, RS BRUCE MURPHY, RS _BRUCE MURPHY, RS BRUCE MURPHY, RS BRUCE MURPHY. RS BRUCE MURPHY, RS CRITERIA.
:FERC. RATE. PER(.RATE. PER(. RATE. PER(. RATE: PER(. RATE. PER(.' RATE., PER(. RATE:PER(. RATE:
VERTICAL DATUM: ASSUMED
DE I N FLO
W
-MIN./NCH MIN. INCH MIN /N H MIN./N H MIN./iN H MIN./INCH MIN INCH MIN./INCH
:
4 BEDROOMS AT110G.P.B. D 440 G.P.D.- "
SOIL EVALUATOR SO1L EVALUATOR SOIL EVALUATOR. SOIL' EVALUATOR 501E EVALUATOR SOI( EVALUATOR SOIL EVALUATOR SOIL EVALUATOR BENCH .MARK SET. TOP OF CONCRETE BOUND. ELEVATION 106.1
DAVE MASON DAVE MASON DAVE MASON DAVE MASON DAVE MASON DAVE MASON DAVE MASON DAVE MASON -_
SOIL CLASS, SOIL CLASS: SOIL CLASS, SOIL, CLASS. ; . SOIL. CLASS. SOIL CLASS, SOIL CLASS, SOIL CLASS. REQUIRED SEPTIC TANK-
.
44 'X Onnl _ 880 "GAL
LT.A.R. L.T.A.R. L.T.A.R. LT.A.R. L.T.A.R. L.T.A.R. LT.A.R. LT.A.R.EPTIC TANK:I7ROVIDED: _ `. 1500 'GAL.
P T $
0.74:G.P.O./SO.FT. 74 G, .D./SO.F . .0.74 G.P.D./SO.FT. 0,74 G.P.D./SO.FT. 0,74 G.P.D:/SO.FL 0.74 G.P.D./SO.FT. '. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SO.FL
NOTE:
N/F BENCHMARK. TOP OF BOTTOM OF HOLE TO BE INSPECTED
CONCRETE BOUND BY B.O.H. AND DESIGN ENGINEER SIZE OF LEACHING FACILITY' REQUIRED:
PROFILE. NOT TO SCALE KARL L. JOEL
INDICATES HIGH GROUNDN✓ATER-COMPUTATION ELEVATION 106:1 PRIOR TO SEPTIC INSTALLATION.
OBSERVED ' BASED ON TP ASSESSORS MAP '119 DESIGN PER(. RATE: « MIT../ INCH
EL.=�A. � - /16 � , PARCEL 4
FIRST PIPE LENGTH GROUND WATER LONG TERM APPL., RATE 0,74 '. G.P,D S.F.
TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL PTH TO T F (TOWN WATER) /
EL_- 106,1 • OE B0. 0 HOLE) 16.5
_ 6 OF FINISHED GRADE. FOR MIN. 2' ' - INDICATES ' �-- (ABANDONED WELL
FINISH GRAOE INDEX WELL-, -AIW-247
r: � ESTIMATED --- BY OWNER--"• --- -- "--• _
' ��--- 440: GPD + 0.74 GPDISF. 595- S.F. _
fL�106-.05.5 - SEASONAL HIGH WATER LEVEL RANGE ZONE @
s 4" PVC SCH 40 CURRENT DEPTHQINDEX WELL 10 O1 26.4 43 CENTERBOARD y I E, NofMI
f GROUND WATER C / )--- LAN / Ria 4 aslo
X 4 PVCAD WATER LEVEL ADJUSTMENT 15.7 4 0+ y�7
SCH 40 4- PVC SCH 40 I. •• LEACHING CHAMBER DEPTH TO ADJUSTED HIGH WATER i0_8 _ '� x ;a "^. SIZE OF LEACHING .FACILITY PROVIDED:
INDICATES
... r; 3 CRAIG A q , y
DOC .B I= _ -
L I_G PER(• / ,� No•szo3a USE 500 GALLON CONCRETE LEACHING
H TEST
. I=E CHf�MBERS(3 UNITS) 12,83`x2 x33.5 '
5 OUTLET =
I F E INDICATES / = • . - Rti - '{ '
DIST. BOX s MIN. SE ARATION � / � SIDEWALL 2(12,83 33,5) X 2' i$5,3
SEPTIC TANK UNSUITABLE L�� \
_ ,�.,•- _ � _ BOTTOM = 12,83' X 33.5' - '429.8
MATERIAL
EST. HIGH GROUNDWATER r..__ V i / R _4 j • 29. v 19 (O Z 615S.F,
X N/F 615 S.F x 0.74 GPD/SF = 455GPD
WESLEY W. ISENBERG -
SEPTIC TANK DETAIL: 1,500 GALLON f - oQoE ,,23.73 -
,. ASSESSORS MAP 119 - •
N •L� '_ 1. PARCEL 5
NOT TO SCALE \ 6 , \ (TOWN WATER)
O \ ��/ 129 DRIFTWOOD LANE
NOTES:" 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON
REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE.
TEES TO BE CENTERED UNDER MANHOLE COVER.
2 SEPTIC TANK TO WITHSTAND H-10 LOADING n 7- ('�
UNLESS UNDER PAVEMENT, DRIVES OR i D LOCUS INFORMATION
TRAVELED WAYS, WHEREIN H-20 LOADING
TP 4 \ `J 1 DANd
D
SHALL APPLY. ' / ; # S CRISPIN I;
3. ALL PIPE CONNECTIONS AND CONCRETE - Cf \ O
CONSTRUCTION SHALL BE WATERTIGHT. 2-24" 1)IA CONCRETE MANHOLES gvlL r CURRENT OWNER: STEPHEN
A PN EN L. &ANN"dAR1E D.
W/ METAL HANDLES BROUGHT `TP#8 i'TP 7 ���/J Nom
4. FILL ALL UNUSED KNOCKOUTS WITH Tb 6. OF FINISH GRADE '• # / p �'
MORTAR. TITLE REFERENCE: DEED BOOK 14400, PAGE 244
TEE TO BE UNDER 12" M!N. \ LIMITS OF \- `' S. O 'Plot`
HIGHPOINT IN ROAD YP 1 �'
PLAN REFERENCE: PLAN BOOK 120 PAGE 119
M.H. OPENING 0 �, #
�` 3' ELEV 105.17' EXCAVATION TP#3/'� 930,`, Z
At M H w I 4. SEE NOTES ., F p
^
RAISE . l
tp _g \ 5 AND 6 - '>"� ASSESSORS MAP: 119
SEWER BRICK !-i.: ::ra ~' \ A \ �>
10'-0" & MORTAR ; . �' 9 _ i) \ ``.,. 9 �/ f PARCEL: 3
NORMAL WATER LEVEL 12 r ( \ �_ OO TP#2 A.ti I/
\ A
\ to /� _ ZONING DISTRICT: R-40
3• TEST PIT _ TEST PIT #10 ti. cb q \ �. �o t `*' `'� \
1p• ta' GRD. EL, 106.5 GRD. EL 107.6 d •. v S, s ,- SETBACKS, FRONT 30
PRECAST .SEPTIC TANK sC1
b INLET TEE i 4'-g'GW.'N/A N A 4
EST. HIGH _/A EST. HIGH GW. -� \ • S ! SIDE 20
` \r z' 38 7 REAR 2D'
s O
5 -2 4'-6 4._ ^ .t •o er+o o+ S'-4"
0 M N.
(GAS
r U iD DEPTH
QU
- ws colroa
z
• d
e BOTTOM ON LEVEL STABLE BASE
PLAN VIEW ��dz,��
¢- MIN. - S TO CROSS-SECTION ^,EW
t 1/2" STONE
INVERT ELEVATIONS:
TOO 0P OFFOUNDATION
107.2 A
4" INVERT AT BUILDING : 104.75 B
4" INVERT AT SEPTIC TANK (IN) 104.49 C
4" INVERT AT SEPTIC TANK (OUT) 104.24 D
A
LOAMY SAND,
2.5Y 4/3
_B
LOAMY SAND
2:5Y 7/4
MEDIUM SAND
2.5Y 7/2
MEDIUM SAND
7.5YR 4/4
MEDIUM SAND
2.5Y 7/2 '
MEDIUM SAND
7.5YR 4/2
/
MEDIUM SAND
2.5Y 7/2
12' '
36"
60"
63"
75-
128"
134"
A
LOAMY BAND
2.5Y 4/3
B
LOAMY SAND'
2.5Y 7/4
MEDIUM SAND
2.5Y, 7/2.
MEDIUM SAND
7.5YR 4/4
MEDIUM SAND
2.5Y 7/2
, . 1500
GALLON
TP
0
;
� MINIMUM MUd LOT SIZE 4000 S.F.S.
12'
_ SEPTIC \ j� TPP5 O \ EXIST: TOTAL LOT AREA: 24,$261 S.F. -
TANK
� S
".,
r, 0
OVERLAY RLAY DISTRiCT. NO 2
36" 6 (MIN)
O, t ', t., �- � NITROGEN SENSITIVE
ZONE; NOT A ZONE it
72 „ R ED 2 PROPOSED ,, \ GARAGE GE
CK G FEMA FLOOD
DER / \ ZONE DISTRICT: "C DATED 7/2/92
84" TOP OF SLAB PANEL P250015 0002 D
ELEV 106.2 i o
�o
PROPOSED °o I LOCUS PLAN:
a 1 - 4 BEDROOM - % � NO SCALE
DNELUNG
2 27..3 TOF. 107.2
c'� \ F.F. 108.2
F❑LLINS J S
z cti0
4" INVERT AT DIST. BOX IN 104.07E EL 91.0 1O" EL= 91.6 192 o�
POND
( ) o o P <v
4" INVERT AT DIST. BOX OUT 103.90 F DATE: DATE:
7/10/02 7/10/02 DRIFTW❑❑D LA.
INVERTS AT LEACHING 'FACILITY:
N - /
TEST BY: '- TEST BY:
4 INVERT AT BEGINNING o , '.
R THE BSC GROUP, INC. THE BSC,GROUP, INC. 2� p
•
�., _ sh: _..•/ � / _, C-) LOCUS
WITNESSED BY: WITNESSED BY
OF LEACHING CHAMBER 103.8 G
BRUCE MURPHY, RS BRUCE MURPHY, RS N/F
ELEVATION AT BOTTOM PERC. 'RATE: E C. RA ELSE M. 1.MAP 1 Z �
ER TE.
ASSESSORS MAP 119 R .-� rq
OF LEACHING CHAMBER 101.8 HMIv./INCH I"N./INCta PARCEL 2 0 / A��/ N
Q�
ADJUSTED SOIL EVALUATOR' S 71L rvAl,;aJOR (T0AN WATER) CJ NG 1� / !3 DINARS
GROUNDWATER 93.5 J CRAIG FIELD 1?AIG F.€ I_D 131 CRANBERRY -LANE PLAN VIEW P17ND
r
SOIL CLASS OI ' SS. / /z
t ; _...._ ,� .•/ / SCALE: 1' = 20 FEETW. GR,
WESTERN RD
VARIANCES REQUESTED: L.T.A_F•
.P - o to zn 40 FT. 6
NONE / �•
REVISIONS,
;NO. DATE DESCRIPTION
�• l
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 SHALL BE SCHEDULE `r
40 OR EQUAL.'
4. THERE`ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF.THE
PROPOSED LEACHING FACIUTY.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.
8: REPLACE WITH CLEAN WASHED SAND '
OR OTHER CLEAN GRANULAR SOILS
.. CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS:
107. -(MAX) 13Y WT, .SHALL.
PASS No. 50 SIEVE ,
<10 Z OF No: 4 SIEVE'SHALL
PASS No. 100:
<5 x Or No. 4 SIEVE SHALL
PASS No. 200 -
UNIFORMITY COEFFICIENT E7 No.'4
SIEVE
7. EXISTING UTILITIES 114ERE�SHOt"M
IN THE 'DRAWINGS ARE "APPROXIMATE, "
THE CONTRACTOR "°SHALL `BE RCSPON-
SIBLEFOR PROPERLYrLOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY KITH DIG -SAFE r '
AND THE APPLICABLE UTILITY
COMPANY AND' MAINTAINING THE.j
EXISTING UTILITY .SYSTEM 1N' SERVCE.
DIG -SAFE SHALL BE NOT!nED'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 SURSUr.F:ACE'STRUCTURES .
:ARE.SHOWN. LOCATIONS -AND
ELEVATIONS OF UNDERGROUND UTILITIES
-TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL -VERIFY S17E, .
.LOCATION AND INVERTS OF, UTILITIES'
AND STRUCTURES AS REQUIRED PRIOR
TO -THE STAP•T OF CONSTRUCTION..'
8, THIS SYSTEM IS NOT DESIGNED FOR
THE USE Or 'A .GARBAGE GRINDER.
A:GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE :LEACHINO-
FACILITY.
9. EXITING INV'",R I3 ARE TO BE CHECKED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION
THE ENGINEER IS TO DE NOMNED OF
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
BSC GROUP.
.
657 Main Street, -(RT. 28) Unit 6
W. Yarmouth Massachusetts,,,!
=02673
508 778 8919
PROJECT, TITLE:
SE4'AGE . DISPOSAL
SYSTEM 'DESIGN
ill 37 y
CRANBERRY LANE '
SOUTH 'YARVIOIlTH
IIA 0266/1-
..
PREPARED FOR:"
'Mr, TIM WLUAMS
VALUAMS .BUILDING CO., 1NC
P.O. BOX 272: .
YARMOUTHPORI, -MA 026 5,
DATE: :7/17/02 '
COMP. DESIGN; K. HEALY •
CHECK: 0. CRISPIN
DRAWN: 'P.-HAGIST
FIELD: 'D. GAZZOLO /.,J.- McCART1N
FILE- N0, 84227SEP.DWG
DWG NO. 5375-a1
SHEET i OF t;
JOB N0:' 4-8422.00
LT.A.R. L.T.A.R. L.T.A.R. LT.A.R. L.T.A.R. L.T.A.R. LT.A.R. LT.A.R.EPTIC TANK:I7ROVIDED: _ `. 1500 'GAL.
P T $
0.74:G.P.O./SO.FT. 74 G, .D./SO.F . .0.74 G.P.D./SO.FT. 0,74 G.P.D./SO.FT. 0,74 G.P.D:/SO.FL 0.74 G.P.D./SO.FT. '. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SO.FL
NOTE:
N/F BENCHMARK. TOP OF BOTTOM OF HOLE TO BE INSPECTED
CONCRETE BOUND BY B.O.H. AND DESIGN ENGINEER SIZE OF LEACHING FACILITY' REQUIRED:
PROFILE. NOT TO SCALE KARL L. JOEL
INDICATES HIGH GROUNDN✓ATER-COMPUTATION ELEVATION 106:1 PRIOR TO SEPTIC INSTALLATION.
OBSERVED ' BASED ON TP ASSESSORS MAP '119 DESIGN PER(. RATE: « MIT../ INCH
EL.=�A. � - /16 � , PARCEL 4
FIRST PIPE LENGTH GROUND WATER LONG TERM APPL., RATE 0,74 '. G.P,D S.F.
TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL PTH TO T F (TOWN WATER) /
EL_- 106,1 • OE B0. 0 HOLE) 16.5
_ 6 OF FINISHED GRADE. FOR MIN. 2' ' - INDICATES ' �-- (ABANDONED WELL
FINISH GRAOE INDEX WELL-, -AIW-247
r: � ESTIMATED --- BY OWNER--"• --- -- "--• _
' ��--- 440: GPD + 0.74 GPDISF. 595- S.F. _
fL�106-.05.5 - SEASONAL HIGH WATER LEVEL RANGE ZONE @
s 4" PVC SCH 40 CURRENT DEPTHQINDEX WELL 10 O1 26.4 43 CENTERBOARD y I E, NofMI
f GROUND WATER C / )--- LAN / Ria 4 aslo
X 4 PVCAD WATER LEVEL ADJUSTMENT 15.7 4 0+ y�7
SCH 40 4- PVC SCH 40 I. •• LEACHING CHAMBER DEPTH TO ADJUSTED HIGH WATER i0_8 _ '� x ;a "^. SIZE OF LEACHING .FACILITY PROVIDED:
INDICATES
... r; 3 CRAIG A q , y
DOC .B I= _ -
L I_G PER(• / ,� No•szo3a USE 500 GALLON CONCRETE LEACHING
H TEST
. I=E CHf�MBERS(3 UNITS) 12,83`x2 x33.5 '
5 OUTLET =
I F E INDICATES / = • . - Rti - '{ '
DIST. BOX s MIN. SE ARATION � / � SIDEWALL 2(12,83 33,5) X 2' i$5,3
SEPTIC TANK UNSUITABLE L�� \
_ ,�.,•- _ � _ BOTTOM = 12,83' X 33.5' - '429.8
MATERIAL
EST. HIGH GROUNDWATER r..__ V i / R _4 j • 29. v 19 (O Z 615S.F,
X N/F 615 S.F x 0.74 GPD/SF = 455GPD
WESLEY W. ISENBERG -
SEPTIC TANK DETAIL: 1,500 GALLON f - oQoE ,,23.73 -
,. ASSESSORS MAP 119 - •
N •L� '_ 1. PARCEL 5
NOT TO SCALE \ 6 , \ (TOWN WATER)
O \ ��/ 129 DRIFTWOOD LANE
NOTES:" 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON
REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE.
TEES TO BE CENTERED UNDER MANHOLE COVER.
2 SEPTIC TANK TO WITHSTAND H-10 LOADING n 7- ('�
UNLESS UNDER PAVEMENT, DRIVES OR i D LOCUS INFORMATION
TRAVELED WAYS, WHEREIN H-20 LOADING
TP 4 \ `J 1 DANd
D
SHALL APPLY. ' / ; # S CRISPIN I;
3. ALL PIPE CONNECTIONS AND CONCRETE - Cf \ O
CONSTRUCTION SHALL BE WATERTIGHT. 2-24" 1)IA CONCRETE MANHOLES gvlL r CURRENT OWNER: STEPHEN
A PN EN L. &ANN"dAR1E D.
W/ METAL HANDLES BROUGHT `TP#8 i'TP 7 ���/J Nom
4. FILL ALL UNUSED KNOCKOUTS WITH Tb 6. OF FINISH GRADE '• # / p �'
MORTAR. TITLE REFERENCE: DEED BOOK 14400, PAGE 244
TEE TO BE UNDER 12" M!N. \ LIMITS OF \- `' S. O 'Plot`
HIGHPOINT IN ROAD YP 1 �'
PLAN REFERENCE: PLAN BOOK 120 PAGE 119
M.H. OPENING 0 �, #
�` 3' ELEV 105.17' EXCAVATION TP#3/'� 930,`, Z
At M H w I 4. SEE NOTES ., F p
^
RAISE . l
tp _g \ 5 AND 6 - '>"� ASSESSORS MAP: 119
SEWER BRICK !-i.: ::ra ~' \ A \ �>
10'-0" & MORTAR ; . �' 9 _ i) \ ``.,. 9 �/ f PARCEL: 3
NORMAL WATER LEVEL 12 r ( \ �_ OO TP#2 A.ti I/
\ A
\ to /� _ ZONING DISTRICT: R-40
3• TEST PIT _ TEST PIT #10 ti. cb q \ �. �o t `*' `'� \
1p• ta' GRD. EL, 106.5 GRD. EL 107.6 d •. v S, s ,- SETBACKS, FRONT 30
PRECAST .SEPTIC TANK sC1
b INLET TEE i 4'-g'GW.'N/A N A 4
EST. HIGH _/A EST. HIGH GW. -� \ • S ! SIDE 20
` \r z' 38 7 REAR 2D'
s O
5 -2 4'-6 4._ ^ .t •o er+o o+ S'-4"
0 M N.
(GAS
r U iD DEPTH
QU
- ws colroa
z
• d
e BOTTOM ON LEVEL STABLE BASE
PLAN VIEW ��dz,��
¢- MIN. - S TO CROSS-SECTION ^,EW
t 1/2" STONE
INVERT ELEVATIONS:
TOO 0P OFFOUNDATION
107.2 A
4" INVERT AT BUILDING : 104.75 B
4" INVERT AT SEPTIC TANK (IN) 104.49 C
4" INVERT AT SEPTIC TANK (OUT) 104.24 D
A
LOAMY SAND,
2.5Y 4/3
_B
LOAMY SAND
2:5Y 7/4
MEDIUM SAND
2.5Y 7/2
MEDIUM SAND
7.5YR 4/4
MEDIUM SAND
2.5Y 7/2 '
MEDIUM SAND
7.5YR 4/2
/
MEDIUM SAND
2.5Y 7/2
12' '
36"
60"
63"
75-
128"
134"
A
LOAMY BAND
2.5Y 4/3
B
LOAMY SAND'
2.5Y 7/4
MEDIUM SAND
2.5Y, 7/2.
MEDIUM SAND
7.5YR 4/4
MEDIUM SAND
2.5Y 7/2
, . 1500
GALLON
TP
0
;
� MINIMUM MUd LOT SIZE 4000 S.F.S.
12'
_ SEPTIC \ j� TPP5 O \ EXIST: TOTAL LOT AREA: 24,$261 S.F. -
TANK
� S
".,
r, 0
OVERLAY RLAY DISTRiCT. NO 2
36" 6 (MIN)
O, t ', t., �- � NITROGEN SENSITIVE
ZONE; NOT A ZONE it
72 „ R ED 2 PROPOSED ,, \ GARAGE GE
CK G FEMA FLOOD
DER / \ ZONE DISTRICT: "C DATED 7/2/92
84" TOP OF SLAB PANEL P250015 0002 D
ELEV 106.2 i o
�o
PROPOSED °o I LOCUS PLAN:
a 1 - 4 BEDROOM - % � NO SCALE
DNELUNG
2 27..3 TOF. 107.2
c'� \ F.F. 108.2
F❑LLINS J S
z cti0
4" INVERT AT DIST. BOX IN 104.07E EL 91.0 1O" EL= 91.6 192 o�
POND
( ) o o P <v
4" INVERT AT DIST. BOX OUT 103.90 F DATE: DATE:
7/10/02 7/10/02 DRIFTW❑❑D LA.
INVERTS AT LEACHING 'FACILITY:
N - /
TEST BY: '- TEST BY:
4 INVERT AT BEGINNING o , '.
R THE BSC GROUP, INC. THE BSC,GROUP, INC. 2� p
•
�., _ sh: _..•/ � / _, C-) LOCUS
WITNESSED BY: WITNESSED BY
OF LEACHING CHAMBER 103.8 G
BRUCE MURPHY, RS BRUCE MURPHY, RS N/F
ELEVATION AT BOTTOM PERC. 'RATE: E C. RA ELSE M. 1.MAP 1 Z �
ER TE.
ASSESSORS MAP 119 R .-� rq
OF LEACHING CHAMBER 101.8 HMIv./INCH I"N./INCta PARCEL 2 0 / A��/ N
Q�
ADJUSTED SOIL EVALUATOR' S 71L rvAl,;aJOR (T0AN WATER) CJ NG 1� / !3 DINARS
GROUNDWATER 93.5 J CRAIG FIELD 1?AIG F.€ I_D 131 CRANBERRY -LANE PLAN VIEW P17ND
r
SOIL CLASS OI ' SS. / /z
t ; _...._ ,� .•/ / SCALE: 1' = 20 FEETW. GR,
WESTERN RD
VARIANCES REQUESTED: L.T.A_F•
.P - o to zn 40 FT. 6
NONE / �•
REVISIONS,
;NO. DATE DESCRIPTION
�• l
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 SHALL BE SCHEDULE `r
40 OR EQUAL.'
4. THERE`ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF.THE
PROPOSED LEACHING FACIUTY.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.
8: REPLACE WITH CLEAN WASHED SAND '
OR OTHER CLEAN GRANULAR SOILS
.. CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS:
107. -(MAX) 13Y WT, .SHALL.
PASS No. 50 SIEVE ,
<10 Z OF No: 4 SIEVE'SHALL
PASS No. 100:
<5 x Or No. 4 SIEVE SHALL
PASS No. 200 -
UNIFORMITY COEFFICIENT E7 No.'4
SIEVE
7. EXISTING UTILITIES 114ERE�SHOt"M
IN THE 'DRAWINGS ARE "APPROXIMATE, "
THE CONTRACTOR "°SHALL `BE RCSPON-
SIBLEFOR PROPERLYrLOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY KITH DIG -SAFE r '
AND THE APPLICABLE UTILITY
COMPANY AND' MAINTAINING THE.j
EXISTING UTILITY .SYSTEM 1N' SERVCE.
DIG -SAFE SHALL BE NOT!nED'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 SURSUr.F:ACE'STRUCTURES .
:ARE.SHOWN. LOCATIONS -AND
ELEVATIONS OF UNDERGROUND UTILITIES
-TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL -VERIFY S17E, .
.LOCATION AND INVERTS OF, UTILITIES'
AND STRUCTURES AS REQUIRED PRIOR
TO -THE STAP•T OF CONSTRUCTION..'
8, THIS SYSTEM IS NOT DESIGNED FOR
THE USE Or 'A .GARBAGE GRINDER.
A:GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE :LEACHINO-
FACILITY.
9. EXITING INV'",R I3 ARE TO BE CHECKED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION
THE ENGINEER IS TO DE NOMNED OF
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
BSC GROUP.
.
657 Main Street, -(RT. 28) Unit 6
W. Yarmouth Massachusetts,,,!
=02673
508 778 8919
PROJECT, TITLE:
SE4'AGE . DISPOSAL
SYSTEM 'DESIGN
ill 37 y
CRANBERRY LANE '
SOUTH 'YARVIOIlTH
IIA 0266/1-
..
PREPARED FOR:"
'Mr, TIM WLUAMS
VALUAMS .BUILDING CO., 1NC
P.O. BOX 272: .
YARMOUTHPORI, -MA 026 5,
DATE: :7/17/02 '
COMP. DESIGN; K. HEALY •
CHECK: 0. CRISPIN
DRAWN: 'P.-HAGIST
FIELD: 'D. GAZZOLO /.,J.- McCART1N
FILE- N0, 84227SEP.DWG
DWG NO. 5375-a1
SHEET i OF t;
JOB N0:' 4-8422.00
A
LOAMY SAND,
2.5Y 4/3
_B
LOAMY SAND
2:5Y 7/4
MEDIUM SAND
2.5Y 7/2
MEDIUM SAND
7.5YR 4/4
MEDIUM SAND
2.5Y 7/2 '
MEDIUM SAND
7.5YR 4/2
/
MEDIUM SAND
2.5Y 7/2
12' '
36"
60"
63"
75-
128"
134"
A
LOAMY BAND
2.5Y 4/3
B
LOAMY SAND'
2.5Y 7/4
MEDIUM SAND
2.5Y, 7/2.
MEDIUM SAND
7.5YR 4/4
MEDIUM SAND
2.5Y 7/2
, . 1500
GALLON
TP
0
;
� MINIMUM MUd LOT SIZE 4000 S.F.S.
12'
_ SEPTIC \ j� TPP5 O \ EXIST: TOTAL LOT AREA: 24,$261 S.F. -
TANK
� S
".,
r, 0
OVERLAY RLAY DISTRiCT. NO 2
36" 6 (MIN)
O, t ', t., �- � NITROGEN SENSITIVE
ZONE; NOT A ZONE it
72 „ R ED 2 PROPOSED ,, \ GARAGE GE
CK G FEMA FLOOD
DER / \ ZONE DISTRICT: "C DATED 7/2/92
84" TOP OF SLAB PANEL P250015 0002 D
ELEV 106.2 i o
�o
PROPOSED °o I LOCUS PLAN:
a 1 - 4 BEDROOM - % � NO SCALE
DNELUNG
2 27..3 TOF. 107.2
c'� \ F.F. 108.2
F❑LLINS J S
z cti0
4" INVERT AT DIST. BOX IN 104.07E EL 91.0 1O" EL= 91.6 192 o�
POND
( ) o o P <v
4" INVERT AT DIST. BOX OUT 103.90 F DATE: DATE:
7/10/02 7/10/02 DRIFTW❑❑D LA.
INVERTS AT LEACHING 'FACILITY:
N - /
TEST BY: '- TEST BY:
4 INVERT AT BEGINNING o , '.
R THE BSC GROUP, INC. THE BSC,GROUP, INC. 2� p
•
�., _ sh: _..•/ � / _, C-) LOCUS
WITNESSED BY: WITNESSED BY
OF LEACHING CHAMBER 103.8 G
BRUCE MURPHY, RS BRUCE MURPHY, RS N/F
ELEVATION AT BOTTOM PERC. 'RATE: E C. RA ELSE M. 1.MAP 1 Z �
ER TE.
ASSESSORS MAP 119 R .-� rq
OF LEACHING CHAMBER 101.8 HMIv./INCH I"N./INCta PARCEL 2 0 / A��/ N
Q�
ADJUSTED SOIL EVALUATOR' S 71L rvAl,;aJOR (T0AN WATER) CJ NG 1� / !3 DINARS
GROUNDWATER 93.5 J CRAIG FIELD 1?AIG F.€ I_D 131 CRANBERRY -LANE PLAN VIEW P17ND
r
SOIL CLASS OI ' SS. / /z
t ; _...._ ,� .•/ / SCALE: 1' = 20 FEETW. GR,
WESTERN RD
VARIANCES REQUESTED: L.T.A_F•
.P - o to zn 40 FT. 6
NONE / �•
REVISIONS,
;NO. DATE DESCRIPTION
�• l
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 SHALL BE SCHEDULE `r
40 OR EQUAL.'
4. THERE`ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF.THE
PROPOSED LEACHING FACIUTY.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.
8: REPLACE WITH CLEAN WASHED SAND '
OR OTHER CLEAN GRANULAR SOILS
.. CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS:
107. -(MAX) 13Y WT, .SHALL.
PASS No. 50 SIEVE ,
<10 Z OF No: 4 SIEVE'SHALL
PASS No. 100:
<5 x Or No. 4 SIEVE SHALL
PASS No. 200 -
UNIFORMITY COEFFICIENT E7 No.'4
SIEVE
7. EXISTING UTILITIES 114ERE�SHOt"M
IN THE 'DRAWINGS ARE "APPROXIMATE, "
THE CONTRACTOR "°SHALL `BE RCSPON-
SIBLEFOR PROPERLYrLOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY KITH DIG -SAFE r '
AND THE APPLICABLE UTILITY
COMPANY AND' MAINTAINING THE.j
EXISTING UTILITY .SYSTEM 1N' SERVCE.
DIG -SAFE SHALL BE NOT!nED'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 SURSUr.F:ACE'STRUCTURES .
:ARE.SHOWN. LOCATIONS -AND
ELEVATIONS OF UNDERGROUND UTILITIES
-TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL -VERIFY S17E, .
.LOCATION AND INVERTS OF, UTILITIES'
AND STRUCTURES AS REQUIRED PRIOR
TO -THE STAP•T OF CONSTRUCTION..'
8, THIS SYSTEM IS NOT DESIGNED FOR
THE USE Or 'A .GARBAGE GRINDER.
A:GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE :LEACHINO-
FACILITY.
9. EXITING INV'",R I3 ARE TO BE CHECKED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION
THE ENGINEER IS TO DE NOMNED OF
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
BSC GROUP.
.
657 Main Street, -(RT. 28) Unit 6
W. Yarmouth Massachusetts,,,!
=02673
508 778 8919
PROJECT, TITLE:
SE4'AGE . DISPOSAL
SYSTEM 'DESIGN
ill 37 y
CRANBERRY LANE '
SOUTH 'YARVIOIlTH
IIA 0266/1-
..
PREPARED FOR:"
'Mr, TIM WLUAMS
VALUAMS .BUILDING CO., 1NC
P.O. BOX 272: .
YARMOUTHPORI, -MA 026 5,
DATE: :7/17/02 '
COMP. DESIGN; K. HEALY •
CHECK: 0. CRISPIN
DRAWN: 'P.-HAGIST
FIELD: 'D. GAZZOLO /.,J.- McCART1N
FILE- N0, 84227SEP.DWG
DWG NO. 5375-a1
SHEET i OF t;
JOB N0:' 4-8422.00
12' '
36"
60"
63"
75-
128"
134"
A
LOAMY BAND
2.5Y 4/3
B
LOAMY SAND'
2.5Y 7/4
MEDIUM SAND
2.5Y, 7/2.
MEDIUM SAND
7.5YR 4/4
MEDIUM SAND
2.5Y 7/2
, . 1500
GALLON
TP
0
;
� MINIMUM MUd LOT SIZE 4000 S.F.S.
12'
_ SEPTIC \ j� TPP5 O \ EXIST: TOTAL LOT AREA: 24,$261 S.F. -
TANK
� S
".,
r, 0
OVERLAY RLAY DISTRiCT. NO 2
36" 6 (MIN)
O, t ', t., �- � NITROGEN SENSITIVE
ZONE; NOT A ZONE it
72 „ R ED 2 PROPOSED ,, \ GARAGE GE
CK G FEMA FLOOD
DER / \ ZONE DISTRICT: "C DATED 7/2/92
84" TOP OF SLAB PANEL P250015 0002 D
ELEV 106.2 i o
�o
PROPOSED °o I LOCUS PLAN:
a 1 - 4 BEDROOM - % � NO SCALE
DNELUNG
2 27..3 TOF. 107.2
c'� \ F.F. 108.2
F❑LLINS J S
z cti0
4" INVERT AT DIST. BOX IN 104.07E EL 91.0 1O" EL= 91.6 192 o�
POND
( ) o o P <v
4" INVERT AT DIST. BOX OUT 103.90 F DATE: DATE:
7/10/02 7/10/02 DRIFTW❑❑D LA.
INVERTS AT LEACHING 'FACILITY:
N - /
TEST BY: '- TEST BY:
4 INVERT AT BEGINNING o , '.
R THE BSC GROUP, INC. THE BSC,GROUP, INC. 2� p
•
�., _ sh: _..•/ � / _, C-) LOCUS
WITNESSED BY: WITNESSED BY
OF LEACHING CHAMBER 103.8 G
BRUCE MURPHY, RS BRUCE MURPHY, RS N/F
ELEVATION AT BOTTOM PERC. 'RATE: E C. RA ELSE M. 1.MAP 1 Z �
ER TE.
ASSESSORS MAP 119 R .-� rq
OF LEACHING CHAMBER 101.8 HMIv./INCH I"N./INCta PARCEL 2 0 / A��/ N
Q�
ADJUSTED SOIL EVALUATOR' S 71L rvAl,;aJOR (T0AN WATER) CJ NG 1� / !3 DINARS
GROUNDWATER 93.5 J CRAIG FIELD 1?AIG F.€ I_D 131 CRANBERRY -LANE PLAN VIEW P17ND
r
SOIL CLASS OI ' SS. / /z
t ; _...._ ,� .•/ / SCALE: 1' = 20 FEETW. GR,
WESTERN RD
VARIANCES REQUESTED: L.T.A_F•
.P - o to zn 40 FT. 6
NONE / �•
REVISIONS,
;NO. DATE DESCRIPTION
�• l
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 SHALL BE SCHEDULE `r
40 OR EQUAL.'
4. THERE`ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF.THE
PROPOSED LEACHING FACIUTY.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.
8: REPLACE WITH CLEAN WASHED SAND '
OR OTHER CLEAN GRANULAR SOILS
.. CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS:
107. -(MAX) 13Y WT, .SHALL.
PASS No. 50 SIEVE ,
<10 Z OF No: 4 SIEVE'SHALL
PASS No. 100:
<5 x Or No. 4 SIEVE SHALL
PASS No. 200 -
UNIFORMITY COEFFICIENT E7 No.'4
SIEVE
7. EXISTING UTILITIES 114ERE�SHOt"M
IN THE 'DRAWINGS ARE "APPROXIMATE, "
THE CONTRACTOR "°SHALL `BE RCSPON-
SIBLEFOR PROPERLYrLOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY KITH DIG -SAFE r '
AND THE APPLICABLE UTILITY
COMPANY AND' MAINTAINING THE.j
EXISTING UTILITY .SYSTEM 1N' SERVCE.
DIG -SAFE SHALL BE NOT!nED'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 SURSUr.F:ACE'STRUCTURES .
:ARE.SHOWN. LOCATIONS -AND
ELEVATIONS OF UNDERGROUND UTILITIES
-TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL -VERIFY S17E, .
.LOCATION AND INVERTS OF, UTILITIES'
AND STRUCTURES AS REQUIRED PRIOR
TO -THE STAP•T OF CONSTRUCTION..'
8, THIS SYSTEM IS NOT DESIGNED FOR
THE USE Or 'A .GARBAGE GRINDER.
A:GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE :LEACHINO-
FACILITY.
9. EXITING INV'",R I3 ARE TO BE CHECKED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION
THE ENGINEER IS TO DE NOMNED OF
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
BSC GROUP.
.
657 Main Street, -(RT. 28) Unit 6
W. Yarmouth Massachusetts,,,!
=02673
508 778 8919
PROJECT, TITLE:
SE4'AGE . DISPOSAL
SYSTEM 'DESIGN
ill 37 y
CRANBERRY LANE '
SOUTH 'YARVIOIlTH
IIA 0266/1-
..
PREPARED FOR:"
'Mr, TIM WLUAMS
VALUAMS .BUILDING CO., 1NC
P.O. BOX 272: .
YARMOUTHPORI, -MA 026 5,
DATE: :7/17/02 '
COMP. DESIGN; K. HEALY •
CHECK: 0. CRISPIN
DRAWN: 'P.-HAGIST
FIELD: 'D. GAZZOLO /.,J.- McCART1N
FILE- N0, 84227SEP.DWG
DWG NO. 5375-a1
SHEET i OF t;
JOB N0:' 4-8422.00