HomeMy WebLinkAbout137 Cranberry Lane Sewage System' SOIL TEST PIT DATA: 10/11/01 ,Arun 10/17/01 DISTRIBUTION BOX DETAIL: NOT To SCALE LEACHING DETAIL:
,.
NO. OF OUTLETS
' TEST PIT TEST, PIT.. '�?2 TEST PIT- 63_ TEST PIT __JA__ TEST PIT TEST PIT TEST PIT. #L TEST PIT FINISHED GRAD 4" PVC
NOT TO SCALE
25.5'
105:5 104.4 106.3 105.2 107.0 104.3 105.4 105.3 PIPE 00 °0 0° ° °o ocT o� 000 0 0 0 0 00 0 0 0 0 r 0 0
x GRD. EL. GIRD. GRD: EL GRD. EL GRD. EL: GRD: EL GRD. EL GRD. EL. 0 0 0 ° 0 0 00 0 0 0 0 0 0 0 0 c
` ST, .HIGH =GW. N/A EST. HIGH GN'. N/A EST. HIGH GHJ. N/A EST. NIGH GW. N/A EST. HIGH GW. N/A EST. HIGH GW. 93.5 EST, HIGH GW. N/A EST. HIGH GVS', N A COVER ABLE -- I--- 2" WALLS NOTES: a 3 Urf!TS o�
0/A A II
SANDY LOAM
< SANDY LOAM
8" 10YR 4/28. 1 0Y 4/2
B B
LOAMY SAND SANDY LOAM
28" 28"
2.5y,6/6 2.5Y 6/
SILT LOAM SILT LOAM
120"
2.5Y 6/4 2.5Y 6/4
120". EL 95.2 EL = 97.5
FINE SAND FINE SAND
2.5Y 7/4 2.5Y 7/4
--, 6'
26"
114"
n".
A
SANDY LOAM
IOYP. 4/2
SANDY LOAM
IOYR 5/6
SILT LOAM
2.5Y 6 /3
EL = 87.8
FINE SAND
2.5Y 6/4
9"
28"
129" ,
192'
EL .= 92.75 ""' EL = 95.3 EL 94.2 EL = 93.0 EL = 88.3 "
9"
32"
200"
°
a:•+•,to:.v„+a;.v,,,, .v,;..: q" 1. DIST. BOX TO WITHSTAND H-10 LOADING o O O � o°I 56" 12.'-10"
6" `j- ata UNLESS UNDER PAVEMENT, DRIVES OR 0°� ���///
t I TRAVELED WAYS W`HFRF!N H-20 LOADING 0° 500 GALLON LEACH!r1G DP,YV."'LLS 0
° °°0000000 °•: 0000 00 00 00 0000 00 0 U 0,- 0001 {i
15" SHALL APPLY. o o c0 00 00 00 0oso� o °o 00 0 00 0
32 6" '• 5,5" OUTL� 8 2. PROVDE INLET TEE OR BAFFLE WHERE I 33.5
- 1- SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR PLAN VIEW - LEACHING CHAMBER
IN PUMPED SYSTEM.
-
�.., - 2' 3. FIRST TWO FEET OF PIPE OUT OF DIST. ED DISTURBED AREAS
BOTTOM ON LEVEL ' - , . BOX TO BE LAID LEVEL. LOAM & SE
STABLE BASE 6" R.IN, 3 4" TO
cr?oss-s�cnori 1 1/2" c�uSHED ii7�77777T7T CO. ACTED FI LL 3i 61 12 1,!!P1!h"U".?
STONE BASE 4. ALL PIPE CONNECTIONS AND CONCRETE 3' AX. VD r " "
CONSTRUCTION SHALL BE WATERTIGHT.-M�- o° - ,
0 0i
T
15 1/2"
.DATE. DATE, DATE. DATE.
, DATE. DATE. DATE. DATE.
r7 1/2 I 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 VIEW CROSS-SECTION d CHAh+R R
r 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. q !
! WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: WIrnESSED BY: WITNESSED BY- WITNESSED BY: D/-1TUJi;
BRUCE MURPHY, RS,
BRUCE MURPHY,, RS BRUCE MURPHY, RS BRUCE MURPHY, RS BRUCE MURPHY, RS _BRUCE MURPHY, RS BRUCE MURPHY, RS BRUCE MURPHY, RS
4 PERC. RATE: PERC: RATE: PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: VERTICAL DATURA: ASSUMED
'MIN./INCH MIN,/INCH MIN./LNCH MIN.ANCH-MIN.ANCH MIN./INCH MIN:/INCH MIN./INCH
SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL ETALUATOR " SOIL 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:
,..
$OIL CLASS:
L.T.A.R. L.T.A.R. L.T.A.R. L.T.A.R. L.T.A.R. L.T.A.R. L.T.A.R
LT.A.R.
0.74�G.P.D./SQ.FT. 0,74 G.P.D./SQ.FT. 0,74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0,74 G.P.D./SQ.FT. 0,74 G.P.D./SQ.FT. 074-G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT.
NOTE:
N/F
BENCHMARK.TOP OF BOTTOM OF HOLE TO BE INSPECTED
KARL L. JOEL
CONCRETE souND BY B.O.H. AND DESIGN ENGINEER
PROFILE: NOT TO 'SCALE
r INDICATES HIGH GROUNDWATER COMPUTATION A MAP 11 ELEVATION 106.1 PRIOR TO SEPTIC INSTALLATION.
� ASSESSORS 9
EL = A
OBSERVED - BASED ON TP #)6 PARCEL 4
FIRST PIPE LENGTH GROUND WATER
TOP FOUNDATION' TO BE SET LEVEL: (TOWN WATER) I
, CONCRETE COVERS TO WITHIN DEPTH TO BOT. OF HOLE). 16.5
EL 106.1 6" OF #TNISHED GRADE FOR MIN. 2' INDICATES ABANDONED WELL
FINISH GRADE INDEX WELL AIW-247
�+_ ESTIMATED
L.=106.105.5 SEASONAL HIGH WATER LEVEL RANGE ZONE _ B BY dWNER
43 CENTERBOARD
4" PVC 40 GROU�ID,'WATER CUP,RENT DEPTH+ff1NDEX WELL(10/O1)--26--4- �'' � I �, •r
WATER LEVEL ADJUSTMENT 5.7- \
� LAN
:SOH 40• t, 4 PVC SCH 40 LEACHING CHAMBER
.. DEPTH TO ADJUSTED HIGH WATER 10.8
INDICATES',
�
„_ . CRA*
IDOO PERC..
'um 0
TEST Ib.
,. i
.. o
.':S.OUTLET
1=F
. -_.
41
.8
DIST. BOX 5' MIN. SEN TION INDICATES .51SEFTIC TANKUNSUITABLE L
MATERIAL
EST. HIGH GROUNDWATER .-.-: � r �. Z9
N/F _
i 6
II .
'
WESLEY W ISE
R
ERG123.7 ASSESSORS MAP 119SEPTIC TANK DETAIL.1,500 GALLON
-
N623;.. PARCEL 5
(TOWN WATER)
NOT TO SCALE
w \� 129 DRIFTWOOD LANE
NOTES: 1. .SEPTIC TANK SHALL BE STEEL 5.
IN
AND OUTLET.TEES TO BE CAST IRON, D i -
REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE. \ \ \
2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. \ `
,{\ \
I kOF
UNLESS UNDER PAVEMENT, DRIVES OR \
/ \ \ ar '4if
TRAVELED WAYS, WHEREIN H-20 LOADING
TP
I SHALL APPLY. \ - / , 4
\ / < DAVID O
3. ALL PIPE CONNECTIONS AND CONCRETE - G� ��-}�..` S CRISPIN v
' CONSTRUCTION -SHALL BE WATERTIGHT. ;' 2-24 DIA CONCRETE MANHOLES *'� Q CIML
' 4. FILL ALL UNUSED KNOCKOUTS WITH TO fi
METAL
OF FIN SHH GRADROUpiT ` ( y� \
_ \ •,TP#8 \ No.
I MORTAR.
TEE TO BE UNDER 12' MIN: \
M.H. OPENING VER HIGHPOINT IN ROAD w F - LIMITS OF
3 �.EXCAVATION#1
TP 3
t rt" ELEV 105.17 SEE NOTES O' �
s RAISERI.HW/� \`-'•
10 -6 SEWER BRICK ...: \ 5 AND 610
-
t
:. :I& MORTAR_- .-\� - - TN ::`�-� c� Q . - •�'+-..
{ NORMAL WATER LEVEL y \ .. .• t q # A
s TEST PIT TPI 1 \ (i
FlIT
_ TES T l 14 106.5 107,6
PRECAST :SEPTI -TANK GRD. EL. GRD. EL.
N/AN/A
_- _ IT
:. 4 9 EST. HIGH GW. _L._ EST. HIGH GW. N A .. 1 ... '- •z � _ �_ � � V
LE
5. FILL ALL UNUSED KNOCKOUTS WITH
T
°
GAVIN
0 0
DEED BOOK 14400, PAGE 244
3 LAYER
MORTAR.
6
q•_ MIN, 0
WCOUT 1_.
3
ZONING DISTRICT:
R-40'
_
V '
LQUID DEPTH TH
PEASTONE
REMOVE
SIDE 20
34"
O
0
a
40,000 S.F.
:•
24,8261 S.F.
O
QT
r
h-
UNSU'TAP!
<5 % OF Nc, 4 S!FVE SHALL
E
NOT A ZONE 11
O0
7. EXISTING UT4JTES N, IERE SHO'AN
Cr��
"C", DATED 7/2/92
O
_F
ALU
a
q)0
DIG -SAFE SHALL BE NOTIFIED PER
PLAN VIEW &" MIN; 3 a' .To �^�o9a
- / CROSS-SECTION
�rao/zc:
VIEW
0 O
THEIR ACCURACY OR THAT ALL
;DEPTH
5'AARODt
1 1/2" STONE
1
Bio
0C�
000�
M
o\
'1
8. T-tS SYSTEM IS NOT DFSIG 7 r, F{Y-? {
THE USF OF A GARPACE OrI -F'P
A'GARDAOr' C2.1DDE'? IS NO _
4..
P,ECOMIV-NDED auF TO PrCO{'*r•Zrn
p .
INVERT ELEVATIONS.
FA1 i
ct, Y. 1
9. EXITING INV 2TS ARE TO PT Cl -'l -r.5 r"
THE CONTRACTOR P -'O4 TO CO rC,
THE ENGNEER I^ TO C'. ttn C"
ANY FIELD CHANGES TWAT t! t RL'
REQU'^ED.
BSC GROT
JP
--
657 Main Street, (FT. 28) Unit 6 '
561,
TOP OF FOUNDATION
107.2 A
508 778 8919
PROJECT TITLE:
WASHED
HED STONE
A
LOAMY SAND
2.5Y 4/3
B
LOAMY SAND
2.5Y,7/4 .
MEDIU SAND
2.5Y 7/2 .
MEDIUM SAND
7.5YR 4/4
MEDIUM SAND
2.5Y 7/2
MEDIU A SAND.
7.5YR 4/2
MEDIUM SAND
2.5Y 7/2
12
36" :
60:
63
75"
128"
134"
A
LOAMY SAND '
2:5Y 4/3 -
B
LOAMY SAND
2.5Y 7/4 '
I C-1 AN
ED UM SAND
2.5Y 7/2
MEDIUM SAND
7.5YR 4/4,
MEDIUM SAND
2.5Y 7/2
7 \
� r
JiS. Y ,
F
i
G� Cj (� O
'\ 4
1
• ,'r 00 ;
TP
12" .. SEPTIC \• TP
T,
ANK , x
V
-\. -.,
2d
36 S 10 i MIN \ 1,
\
7
�,. � 2 'PROPOSED
<: 4 \ DECK •'GARAGE
t + TOP OF'.SLAB
84" 04 , k l 1 EL 106:2 l
r, t .PROPOSEDco 00
O, ` N `. �4BED0M1 o
DWELLING
TOF. 107.2
I F.F. 108.2Ap
"
t a
_ I oo _ 192 � o � /
" I 104.07 E EL = 91.0 EL = 91.6 1.4.'. 6•
m 4 INVERT AT DIST. BOX ,( N) , p
" �?
4 INVERT AT DIST.: BOX (OUT),103.90 F DATE. DATE: p \ �• i /
a,
7/10/02 7/10/02
INVERTS AT LEACHING FACILITY: pr, 1;
TEST BY. TEST. 8Y. p , :'_ ,,._ k0_- �., .r•� r - ,
4" ;INVERT AT -BEGINNING THE BSC GROUP, INC. THE BSC GROUP: INC.
OFLEACHING CHAMBER 103.8 G WITNESSED BY: WITNESSED BY:
5 / /
cn
V ''/'•' Jam., / J ...
BRUCE MURPHY, RS BRUCE MURPHY. RS N/F,
n ELSIE M. _MULLEN
ELEVATION AT BOTTOM PERC. RATE: PERC. RATE: ASSESSORS: MAP 119 " " . �`(+\/
1
r _ p R
y OF LEACHING CHAMBER 101.8 .H _MIN./INCH MIN./INCH PARCEL 2 - - / yyP /
• �,
ADJUSTEDSOIL EVALUATOR SOIL EVALUATOR (TOWN WATER) /' 1
� G G
93.5 J CRAIG FIELD CRAIG FIELD 131 CRANBERRY LANE / �N •/
. „ 5 GROUNDWATER / ��\5 /
y PLAN VIEW
SOIL CLASS: SOIL CLASS: '' • / i
�.: - r/ / SCALE: 1' _ .20 FEET
Q-
VARIANCES REQUESTED: L.T.A.R. L.T.A.R. .�
€ Q.P.D./SQ.FT. 74 G.P.D,/SQ.FT. 1 / r / 40 FT.
o NONE
o 10 20
DESIGN! CRITERIA:
DESIGN FLOW:
'+ BEDROOMS AT110G.P.B./D 440 G.P.D.
REQUIRED SEPTIC TANK:
440 X, 200% = P80 GAL.
SEPTIC TANK PROVIDED: = 1_9_(?_GAL.
SIZE OF LEACHING FACILITY REQUIRED:
DESIGN PERC. RATE: <2 MIN./ INCH
LONG TERM APPL. RATE 0,74 G.P-D/S.F.
440 GPD + 0.74 GPD/SF 595 S.F.
SIZE OF LEACHING FACILITY PROVIDED:
USE 500 GALLON CONCRETE LEACHING
CHAMBERS(3 UNITS) 12,83'x2'x33.5'
SIDEWALL = 2(12,83'+33,5') X 2' = 185.3
BOTTOM = 12.83' X 33.5' = 429,8
615S.F.
_615 S,F x 0,74 GPD/SF 455GPD
LOCUS INFORMATION
CURRENT OWNER:
STEPHEN L. & ANNMAP,IE D.
"
GAVIN
L,
DEED BOOK 14400, PAGE 244
PLAN REFERENCE:
cn
6
q•_ MIN, 0
WCOUT 1_.
3
ZONING DISTRICT:
R-40'
_
V '
LQUID DEPTH TH
TEL
G°ONRL e'
SIDE 20
b
m
a
40,000 S.F.
:•
24,8261 S.F.
OVERLAY DISTRICT:
QT
r
h-
, N \
r
r
<5 % OF Nc, 4 S!FVE SHALL
ZONE:
NOT A ZONE 11
FEMA FLOOD
7. EXISTING UT4JTES N, IERE SHO'AN
ZONE DISTRICT:
"C", DATED 7/2/92
SIBLE FOR PROPERLY LOCATING AND
PANEL /€250015 0002 D
STRUCTION ACTIVITY WITH, DIG -SAFE
a
BOTTOM ON LEVEL STABLE BASE b3' t3-
EXISTING UTILITY SYSTEM IN-'SEP,MCE.
DIG -SAFE SHALL BE NOTIFIED PER
THE STATE OF MASSACHUSETTS
PLAN VIEW &" MIN; 3 a' .To �^�o9a
- / CROSS-SECTION
�rao/zc:
VIEW
ENGINEER DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
UTILITIES AND SUBSUPFACE STRUCTURES
1 1/2" STONE
ELEVATIONS OF UNDERGROUND UTILITIES
TAKEN FROM RECORD PLANS THE
- CONTRACTOR SHAH VERIFY SIZE,
LOCATION AND INVERTS Or UTILITIES
M
TO THE START Or CONSTRUCT,,^N.
'1
8. T-tS SYSTEM IS NOT DFSIG 7 r, F{Y-? {
THE USF OF A GARPACE OrI -F'P
A'GARDAOr' C2.1DDE'? IS NO _
P,ECOMIV-NDED auF TO PrCO{'*r•Zrn
p .
INVERT ELEVATIONS.
FA1 i
ct, Y. 1
9. EXITING INV 2TS ARE TO PT Cl -'l -r.5 r"
THE CONTRACTOR P -'O4 TO CO rC,
THE ENGNEER I^ TO C'. ttn C"
ANY FIELD CHANGES TWAT t! t RL'
REQU'^ED.
BSC GROT
JP
657 Main Street, (FT. 28) Unit 6 '
W. Yarmouth Massachusetts
TOP OF FOUNDATION
107.2 A
508 778 8919
PROJECT TITLE:
SEWAGE C DISPO SAL
SYSTEM DESIGN
N
"
4 INVERT AT'BUILDING, `
104.75 B
CRANBERRY LADE
SOUTH YARMOUTH
4" INVERT AT SEPTIC TANK . (IN)
104.49 C
J 0
4'E. INVERT AT SEPTIC TANK `(OUT)
104.24 D
PREPARED FOR:'
A
LOAMY SAND
2.5Y 4/3
B
LOAMY SAND
2.5Y,7/4 .
MEDIU SAND
2.5Y 7/2 .
MEDIUM SAND
7.5YR 4/4
MEDIUM SAND
2.5Y 7/2
MEDIU A SAND.
7.5YR 4/2
MEDIUM SAND
2.5Y 7/2
12
36" :
60:
63
75"
128"
134"
A
LOAMY SAND '
2:5Y 4/3 -
B
LOAMY SAND
2.5Y 7/4 '
I C-1 AN
ED UM SAND
2.5Y 7/2
MEDIUM SAND
7.5YR 4/4,
MEDIUM SAND
2.5Y 7/2
7 \
� r
JiS. Y ,
F
i
G� Cj (� O
'\ 4
1
• ,'r 00 ;
TP
12" .. SEPTIC \• TP
T,
ANK , x
V
-\. -.,
2d
36 S 10 i MIN \ 1,
\
7
�,. � 2 'PROPOSED
<: 4 \ DECK •'GARAGE
t + TOP OF'.SLAB
84" 04 , k l 1 EL 106:2 l
r, t .PROPOSEDco 00
O, ` N `. �4BED0M1 o
DWELLING
TOF. 107.2
I F.F. 108.2Ap
"
t a
_ I oo _ 192 � o � /
" I 104.07 E EL = 91.0 EL = 91.6 1.4.'. 6•
m 4 INVERT AT DIST. BOX ,( N) , p
" �?
4 INVERT AT DIST.: BOX (OUT),103.90 F DATE. DATE: p \ �• i /
a,
7/10/02 7/10/02
INVERTS AT LEACHING FACILITY: pr, 1;
TEST BY. TEST. 8Y. p , :'_ ,,._ k0_- �., .r•� r - ,
4" ;INVERT AT -BEGINNING THE BSC GROUP, INC. THE BSC GROUP: INC.
OFLEACHING CHAMBER 103.8 G WITNESSED BY: WITNESSED BY:
5 / /
cn
V ''/'•' Jam., / J ...
BRUCE MURPHY, RS BRUCE MURPHY. RS N/F,
n ELSIE M. _MULLEN
ELEVATION AT BOTTOM PERC. RATE: PERC. RATE: ASSESSORS: MAP 119 " " . �`(+\/
1
r _ p R
y OF LEACHING CHAMBER 101.8 .H _MIN./INCH MIN./INCH PARCEL 2 - - / yyP /
• �,
ADJUSTEDSOIL EVALUATOR SOIL EVALUATOR (TOWN WATER) /' 1
� G G
93.5 J CRAIG FIELD CRAIG FIELD 131 CRANBERRY LANE / �N •/
. „ 5 GROUNDWATER / ��\5 /
y PLAN VIEW
SOIL CLASS: SOIL CLASS: '' • / i
�.: - r/ / SCALE: 1' _ .20 FEET
Q-
VARIANCES REQUESTED: L.T.A.R. L.T.A.R. .�
€ Q.P.D./SQ.FT. 74 G.P.D,/SQ.FT. 1 / r / 40 FT.
o NONE
o 10 20
DESIGN! CRITERIA:
DESIGN FLOW:
'+ BEDROOMS AT110G.P.B./D 440 G.P.D.
REQUIRED SEPTIC TANK:
440 X, 200% = P80 GAL.
SEPTIC TANK PROVIDED: = 1_9_(?_GAL.
SIZE OF LEACHING FACILITY REQUIRED:
DESIGN PERC. RATE: <2 MIN./ INCH
LONG TERM APPL. RATE 0,74 G.P-D/S.F.
440 GPD + 0.74 GPD/SF 595 S.F.
SIZE OF LEACHING FACILITY PROVIDED:
USE 500 GALLON CONCRETE LEACHING
CHAMBERS(3 UNITS) 12,83'x2'x33.5'
SIDEWALL = 2(12,83'+33,5') X 2' = 185.3
BOTTOM = 12.83' X 33.5' = 429,8
615S.F.
_615 S,F x 0,74 GPD/SF 455GPD
LOCUS INFORMATION
CURRENT OWNER:
STEPHEN L. & ANNMAP,IE D.
CONSTRUCTION OF Tt{E SEWAGE
GAVIN
TITLE REFERENCE:
DEED BOOK 14400, PAGE 244
PLAN REFERENCE:
PLAN BOOK 120, PAGE 119
ASSESSORS MAP:
119
PARCEL:
3
ZONING DISTRICT:
R-40'
SETBACKS:
FRONT 30'
5 V�TH!N Llt,T 07 EX.,AVAT^I F'"0'T
SIDE 20
b
REAR 20'
MINIMUM LOT SIZE:
40,000 S.F.
EXIST TOTAL 0 AL LOT AREA:
24,8261 S.F.
OVERLAY DISTRICT:
NO
NITROGEN SENSITIVE
<5 % OF Nc, 4 S!FVE SHALL
ZONE:
NOT A ZONE 11
FEMA FLOOD
7. EXISTING UT4JTES N, IERE SHO'AN
ZONE DISTRICT:
"C", DATED 7/2/92
SIBLE FOR PROPERLY LOCATING AND
PANEL /€250015 0002 D
LOCUS PLAN: NO SCALE
FOLLINS
POND ,
0
REVISIONS
NO. DATE DESCR'n3PO i
,'Oy
GENT -RA NO
1. THIS PLAN IS FOR DESIC'.' AND
CONSTRUCTION OF Tt{E SEWAGE
D'SPOSAL FACILITY C":LY.
n
MATERIALS SHALL CCNFORH TO MASS,
D.E.P TITLE 5 AND LOCK L BOARD
LOCUS
3. ALL PIPES LOCATED t'^:OLP PAV^t ZNT
OR TRAVELED Vv'AY SHALL Pr SCHEDULE
40 OR EQ'JA'_. e
z
Z
PROPOSED LEA CI Fo c, I -J l Y t.
150' G ANY KN')W LFF(,,lf FAGI'.ITY,
5 V�TH!N Llt,T 07 EX.,AVAT^I F'"0'T
Fri
2D
b
73
DINAHS
OR OTHER CLEAN GRANULAR SOILS
r POND
Z
SIEVE ANALYSIS:
10- (MAX) BY V.?. SHALL :
0
REVISIONS
NO. DATE DESCR'n3PO i
,'Oy
GENT -RA NO
1. THIS PLAN IS FOR DESIC'.' AND
CONSTRUCTION OF Tt{E SEWAGE
D'SPOSAL FACILITY C":LY.
2. ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CCNFORH TO MASS,
D.E.P TITLE 5 AND LOCK L BOARD
Or HEALTH REGU ATQNS.
3. ALL PIPES LOCATED t'^:OLP PAV^t ZNT
OR TRAVELED Vv'AY SHALL Pr SCHEDULE
40 OR EQ'JA'_. e
4 THERE ASF NO VN )kP:N Pr, Ve Y -t l '.
LOCATED V"T'IN 150 FT CF' T+
PROPOSED LEA CI Fo c, I -J l Y t.
150' G ANY KN')W LFF(,,lf FAGI'.ITY,
5 V�TH!N Llt,T 07 EX.,AVAT^I F'"0'T
ALL TOrS01' , EUESC!L AND OTHER,
IM"ERVIOJS MATERIAL.
6. REPLACE WITH CLEAN WASI-IED SAND:
OR OTHER CLEAN GRANULAR SOILS
CONFORMING TO THE FO',_LOl!ING -
SIEVE ANALYSIS:
10- (MAX) BY V.?. SHALL :
PASS No. 50 SIEVE
<10 % OF No. 4S!EVF. SHALL
PASS No. 100
<5 % OF Nc, 4 S!FVE SHALL
PASS No, 200
UNIFORMITY COEFFICIENT C No. 4
SIEVE </=6.0 -
7. EXISTING UT4JTES N, IERE SHO'AN
IN THE DP,AW!NGS ARE APPROXIMATE.
THE CON'MACTOR SHALL Fr RESPON-
SIBLE FOR PROPERLY LOCATING AND
COORDINAT.NG THE PROPOSED CON-
STRUCTION ACTIVITY WITH, DIG -SAFE
AND THE APPLICABLE UT?UTY
COMPANY AND MAINTAINING THE
EXISTING UTILITY SYSTEM IN-'SEP,MCE.
DIG -SAFE SHALL BE NOTIFIED PER
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER E2, SECTION 409
AT TEL 1-888-344-7233. THE
ENGINEER DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
UTILITIES AND SUBSUPFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTILITIES
TAKEN FROM RECORD PLANS THE
- CONTRACTOR SHAH VERIFY SIZE,
LOCATION AND INVERTS Or UTILITIES
AND STRUCTURES AS R7OU7 D Pit!^R
TO THE START Or CONSTRUCT,,^N.
'1
8. T-tS SYSTEM IS NOT DFSIG 7 r, F{Y-? {
THE USF OF A GARPACE OrI -F'P
A'GARDAOr' C2.1DDE'? IS NO _
P,ECOMIV-NDED auF TO PrCO{'*r•Zrn
ADVERS' IMPACTS TO TF'r LEA
l
FA1 i
ct, Y. 1
9. EXITING INV 2TS ARE TO PT Cl -'l -r.5 r"
THE CONTRACTOR P -'O4 TO CO rC,
THE ENGNEER I^ TO C'. ttn C"
ANY FIELD CHANGES TWAT t! t RL'
REQU'^ED.
BSC GROT
JP
657 Main Street, (FT. 28) Unit 6 '
W. Yarmouth Massachusetts
02673
508 778 8919
PROJECT TITLE:
SEWAGE C DISPO SAL
SYSTEM DESIGN
-11137
Yr .
CRANBERRY LADE
SOUTH YARMOUTH
MA 02664
J 0
PREPARED FOR:'
I
L' �
Mr, TIM WILLIAMS 5 :'�
WILLIAMS BUILDING CO ULC. _�
P.O B0X 272
YARMOUTHPORT, MA 02675
DATE: 7/17/02
COMP. DESIGN: K. HEALY `
CHECK: D. CRISPIN
DRAWN:.. P. HAGIST
FIELD: D. GAZZOLO, / J. McCARTIN
FILE NO. 8422•-SEP.DWG
DWG NO.'5375-01
SHEET 1 OF 1
JOB NO. 4-8422.00
07-14/70