HomeMy WebLinkAbout137 Cranberry Lane Sewage System 3„
_. _.., ,_._ .
BOX DETAIL.
. LEACHING DE
TAILSOIL �-ET PIT DATA",
S !� OT TO SCAL �� ��� � ��0� ,NOT TO SCALE
O. OF OUTLETS'
_- EI ,
,, :
r
_T TP
T
Al , r
' .25.5. ..
„ -_._ TES T 7:
' S . .T.
. TE i P ,: 4 PVC,
_ -- T IT T P1"f T T -.PIT
1 „
, - . :TES.:,... TE5 T ST PIT &-�-. TES .PIT L.-- _TES .-.�£�,, FtNiSH R
05.5
1 �4
0. ',
_ 1
DL $ PIPE,
G E R i 4 t
G D. E ° . 05.2 , : , ,, . 10 .3 ' 105.4 r 05, 3
I, .... GR ....E , 1£3Z0 .
G b RU G D. ,
_ R .. EL. GRD, ,. D,. , G EL R EL
EL GR EL
ST HIGH GW N A EST HIGH GW N A EST NdGH G1�t,° Id A EST.: HIGH .GNI, N A ` EST. ,HIGH GW. ~N A 8ST. HIGH GW. 93 5' EST. HIGH ,GW.' N A_ ` , EST, HIGH GW N A REMOVABLE -- t- 2" waLcs NOTES:
ax t
� r
n
,b A
1
�A�IQ
Yf�, ri
4
Mk 1 4
LjDZA1Yj�AN1? ,
4e
b
?, S�i6 `XI=� x• v
EL 96,3
FINE SAND
2.5Y 7/4
x
, r t
r IS
Yt v S+A .v
ANi1. , f. f ... ; • ,'.a O THSTAND H-•1 m a D L AIIING Ain � ', sANDA A�,{
, 0 5 Iv13Y 1.. A>vl A[vI � 5Y LOA AI�IOY' LES Y L "AY�IDY 4_�
" auamx '
LESS U DER PA
•d VEMENT DRIVES'
'. 11 OR .
2 1 Yid 2
$. 9 9 6n
O
6 ,
`TRAVELED A
Y5 iFN H -20 LOADING
t � ,
t sic a
B B B B
s
Yyt} r'
-LOAM, ,
15"ANDY
SHALL APPLY.
Y.SA
NO. DATE, DESCRIPTION
DE N
a
k
Y' ;
SANpYf�.+9A
s x w `u
n '. , x
s ti
x'
f •
DISPOSAL FACILITY ONLY.
`
t}y�t
AND
4 3 Y u
£ F' Pl Y
�
t .
p4
OF -HEALTH REGULATIONS,
3. ALL; PIPES LOCATED UNDER'PAVEMENT
5
:40 OR EQUAL.
4. THERE ARE NOKNOWN'PRIVATE WELLS
LOCATED,WITHIN 150 FT. OF THE
7v • ,
G �
150' OF I ANY' KNOWN LEACHING'FACILI
5.' WITHIN LIMIT OF EXCAVATION REMOVE
,
IMPERVIOUS MATERIAL.
6. REPLACE WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS
CONFORMING:TO THE FOLLOWING
SIEVE ANALYSIS:'
107. (MAXj By Wr. SHALL
PASS No•`50 SIEVE
<10 X OF„No. 4 SIEVE: SHALL
PASS No. 100
<5:% -OF No. 4 SIEVE ''SHALL
PASS No. 200
UNIFORMITY. COEFFICIENT 0 No. 4
SIEVE </=6,0
7. EXISTING u nu nE5 WHERE SHOWN
IN THE DRAWINGS AR£ APPROXIMATE
THE., CONTRACTOR SHALL BE RESPON--
SISLE FOR PROPERLY -LOCATING AND
COORDINATING THE>PROPOSED:CON-
STPtUCTION ACTIVITY VMTH DIG -SAFE
AND THE APPLICABLE UITUTY
C OIAPANY; AND MAINTAINING THE
EXISTING UTILITY SYSTEM IN :SERVICE.
DIG --SAFE • SRALL BE NOTIFIED PER
THE STATE -OF MASSACHUSETTS`
04
ELI- 96.83"�•�"F,�
ENGWEER-DOES NOT GUARANTEE
-114EIR ACCURACY OR THAT ALL
UTILITIES AND 'SUe8URFACE STRUCTURES
ARE SHOWN, LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTILITIES
TAKEN FROM RECORD PLANS. TYLE
,',_ Y n ,
LOCATION AND INVERTS'OF UTILITIES
AND, STRUCTURESt AS IREOtFt M PRIOR
-TO .THE STAiiT OF GONSTRUCTTON.
99;3
THE USE, OF A GARBAGE ;GRINDER.
A GARBAGE ItRINDER IS NOT
'C-2
ADVERSE IMPACTS TO'THE•LEACHING
i FACILITY,
S. EXITING INVERTS. ARE TO BE:CHECKED BY
FINE SAND
THE ENGINEER IS TO BE NOTIFIED; or
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
2.5Y 7J4
fiBSC01
657 Maifi Street, (RT:.28) Unit 6 '
W. Yarmouth Massachusetts
02673
508 778 8919
PROJECT TITLE:
,SEWAGE DISPOSAL
SYSTEM DESIGN
ax t
� r
n
,b A
1
�A�IQ
Yf�, ri
4
Mk 1 4
LjDZA1Yj�AN1? ,
4e
b
?, S�i6 `XI=� x• v
EL 96,3
FINE SAND
2.5Y 7/4
x
, r t
r IS
Yt v S+A .v
ANi1. , f. f ... ; • ,'.a O THSTAND H-•1 m a D L AIIING Ain � ', sANDA A�,{
, 0 5 Iv13Y 1.. A>vl A[vI � 5Y LOA AI�IOY' LES Y L "AY�IDY 4_�
" auamx '
LESS U DER PA
•d VEMENT DRIVES'
'. 11 OR .
2 1 Yid 2
$. 9 9 6n
O
6 ,
`TRAVELED A
Y5 iFN H -20 LOADING
t � ,
t sic a
B B B B
s
Yyt} r'
-LOAM, ,
15"ANDY
SHALL APPLY.
Y.SA
4 F�
4,
0"
W-4-
j Mlh: w sm au 5w4.
ll 1D owm
._ aunEr
z
.�.. " _ Ot! D TTi
EP
_ cxs ca .,
8
, N
EE
e.
_o
BOTTOM ON LEVEL STABLE BASE
I PLAN VIEW w �
- 6" M1W 3/4" TO - 1/r�6'/n•.Y/,Y /�•�f//&,` v
1 1/2STONE CROSS-SECTION VIEW
I,. E TIONS,
- -
AS.
FOP OF FOUNDATION 107.2 A
, 19
1 1 rt' r
IN�>
I V
� INVERT A UI
ER T �D L
•
4.q.
INVERT. AT SEPTIC TANK (IN) 104.49:C
4" INVERT AT SEPTIC TANK (OUT) 104.24 D
LOAMY S ND .
2
5Y 4 3
LOAMY SAND ,
MEDIUM SAND
2.5Y 7/2
MEDIUM SAND
7.5YR 4/4
C-3
MEDIUM SAND
2.5Y 7/2
MEDIUM SANS?.
7.5YR 4/2
MEDIUM SAND
2.5Y 7/2
A \
REAR 20'
.�t 500 -A
4' 4
AM Atd
LO i � L!
TP
`2 5Y 4 � ,. _ , ' `x � C''` • , , ' c? G �_ � MINIMUM LOT SIZE: 40 000 S.F.
GALLOIs
T 1 � ,
2 2
s�PTIC ::
TP
T �-
4
ANK �EXIST.
TOTAL LOT AREA: 4 F
x,2 ,s2st s. .
2.5Y ,7/6n 0
6 �. a, 2
36 3 p
6• OVERLAY DISTRICT: NO
C_1 , v fit) ✓ ;� ( IN \
. , \ x,I
MEDIUM SAND � ' 0- : ;., � , � NITROGEN SENSITIVE
5Y 7 2 „
63" 2 / w ZONE. NOT A ZONE 11
63 . 72l":�, J: � ROPOSED � PROPO .
C-2 , Z SED ` ` \ FEMA: FLOOD
MEDIUM SND v. DECK GARAGE / n >,
*,OF/'SLABc ZONE DISTRICT. C DATED 7/2/92
'
7.5YR' 4�4 \ � TOP :� ;,, 'n,
n H 1 ! e.
75 84 M, PANEL #250015 0002 D
C-3 � � .. ELEV fi06.2 ti
r� PROPOSED,
MEDIUM SAND ,_. '., •_ 26 -co ,
1
r
I
0
.Y72 "�
2 5 / 4 BEDROOM i r _ .. �-� ''� . 4 '� �.. NO SCALE
s LOCUS. PLAN,
2 � -? ... DWELLING � , , : � '� �',
TOF. 107.2
134" a \ F.F. 108.2. °
. j
1
FOLLINS N
4" INVERT AT DIST. BOX (IN) 104.07E EL = 91.0 186 EL = 91.6 192 � � �\ ! 1.4' p6� ,/ POND
�t O
4 INVERT Al DIST. BOX (OUT) 303.9_0 F DATE: DATE:
7.10/02 7/10/92 O
J " °o �oYyy / �, DRIFTWOOD INVERTS AT LEACHING FACILITY: OD L
A.
TEST BY. TEST BY-
THE
F1 INVERT AT BEGINNING BSC GROUP, INC. THE BSC GROUP, INC: �6Ly0 ., ZC]
OF LEACHING CIAAMBtR 103.8 G WITNESSED BY: WITNESSED BY:_" n LOCUS
BRUCE MURPHY, RS BRUCE MURPHY, RS I N/F 2� I4i /` / d D
ELEVELSE M. MULLEN,N
ELE DATION AT BOTTOM PERC. RATE: ASSESSORS MAP 119 PERC. RATE: �'� p Z Z
t l� /
OF LEACHING CHAMBER 101,8 H <2 MIN./INCH ____..__MIN./INCH PARCEL: 2 a� %'" �* �p�F�/ �y rrI
ADJUSTED SOIL EVALUATOR SOIL EVALUATOR (TOWN WATER)
GROUNDWATER J CRAIG FIELD CRAIG FIELD 131 CRANBERRY LANE j ANO' ✓PLAN VIEW
A < DINAHS
a r _
REVISIONS '
NO. DATE, DESCRIPTION
DE N
a
GENERAL NOTES:
1. THIS PLAN IS FOR DESIGN AND
f •
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
Mt • '
1
:40 OR EQUAL.
4. THERE ARE NOKNOWN'PRIVATE WELLS
LOCATED,WITHIN 150 FT. OF THE
4 F�
4,
0"
W-4-
j Mlh: w sm au 5w4.
ll 1D owm
._ aunEr
z
.�.. " _ Ot! D TTi
EP
_ cxs ca .,
8
, N
EE
e.
_o
BOTTOM ON LEVEL STABLE BASE
I PLAN VIEW w �
- 6" M1W 3/4" TO - 1/r�6'/n•.Y/,Y /�•�f//&,` v
1 1/2STONE CROSS-SECTION VIEW
I,. E TIONS,
- -
AS.
FOP OF FOUNDATION 107.2 A
, 19
1 1 rt' r
IN�>
I V
� INVERT A UI
ER T �D L
•
4.q.
INVERT. AT SEPTIC TANK (IN) 104.49:C
4" INVERT AT SEPTIC TANK (OUT) 104.24 D
LOAMY S ND .
2
5Y 4 3
LOAMY SAND ,
MEDIUM SAND
2.5Y 7/2
MEDIUM SAND
7.5YR 4/4
C-3
MEDIUM SAND
2.5Y 7/2
MEDIUM SANS?.
7.5YR 4/2
MEDIUM SAND
2.5Y 7/2
A \
REAR 20'
.�t 500 -A
4' 4
AM Atd
LO i � L!
TP
`2 5Y 4 � ,. _ , ' `x � C''` • , , ' c? G �_ � MINIMUM LOT SIZE: 40 000 S.F.
GALLOIs
T 1 � ,
2 2
s�PTIC ::
TP
T �-
4
ANK �EXIST.
TOTAL LOT AREA: 4 F
x,2 ,s2st s. .
2.5Y ,7/6n 0
6 �. a, 2
36 3 p
6• OVERLAY DISTRICT: NO
C_1 , v fit) ✓ ;� ( IN \
. , \ x,I
MEDIUM SAND � ' 0- : ;., � , � NITROGEN SENSITIVE
5Y 7 2 „
63" 2 / w ZONE. NOT A ZONE 11
63 . 72l":�, J: � ROPOSED � PROPO .
C-2 , Z SED ` ` \ FEMA: FLOOD
MEDIUM SND v. DECK GARAGE / n >,
*,OF/'SLABc ZONE DISTRICT. C DATED 7/2/92
'
7.5YR' 4�4 \ � TOP :� ;,, 'n,
n H 1 ! e.
75 84 M, PANEL #250015 0002 D
C-3 � � .. ELEV fi06.2 ti
r� PROPOSED,
MEDIUM SAND ,_. '., •_ 26 -co ,
1
r
I
0
.Y72 "�
2 5 / 4 BEDROOM i r _ .. �-� ''� . 4 '� �.. NO SCALE
s LOCUS. PLAN,
2 � -? ... DWELLING � , , : � '� �',
TOF. 107.2
134" a \ F.F. 108.2. °
. j
1
FOLLINS N
4" INVERT AT DIST. BOX (IN) 104.07E EL = 91.0 186 EL = 91.6 192 � � �\ ! 1.4' p6� ,/ POND
�t O
4 INVERT Al DIST. BOX (OUT) 303.9_0 F DATE: DATE:
7.10/02 7/10/92 O
J " °o �oYyy / �, DRIFTWOOD INVERTS AT LEACHING FACILITY: OD L
A.
TEST BY. TEST BY-
THE
F1 INVERT AT BEGINNING BSC GROUP, INC. THE BSC GROUP, INC: �6Ly0 ., ZC]
OF LEACHING CIAAMBtR 103.8 G WITNESSED BY: WITNESSED BY:_" n LOCUS
BRUCE MURPHY, RS BRUCE MURPHY, RS I N/F 2� I4i /` / d D
ELEVELSE M. MULLEN,N
ELE DATION AT BOTTOM PERC. RATE: ASSESSORS MAP 119 PERC. RATE: �'� p Z Z
t l� /
OF LEACHING CHAMBER 101,8 H <2 MIN./INCH ____..__MIN./INCH PARCEL: 2 a� %'" �* �p�F�/ �y rrI
ADJUSTED SOIL EVALUATOR SOIL EVALUATOR (TOWN WATER)
GROUNDWATER J CRAIG FIELD CRAIG FIELD 131 CRANBERRY LANE j ANO' ✓PLAN VIEW
A < DINAHS
a r _
REVISIONS '
NO. DATE, DESCRIPTION
DE N
a
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 SHALT, BE SCHEDULE
:40 OR EQUAL.
4. THERE ARE NOKNOWN'PRIVATE WELLS
LOCATED,WITHIN 150 FT. OF THE
PROPOSED LEACHING FACILITY NOR
ANY KNOWN=WELLS PROPOSED WITHIN'.
150' OF I ANY' KNOWN LEACHING'FACILI
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:'
107. (MAXj By Wr. SHALL
PASS No•`50 SIEVE
<10 X OF„No. 4 SIEVE: SHALL
PASS No. 100
<5:% -OF No. 4 SIEVE ''SHALL
PASS No. 200
UNIFORMITY. COEFFICIENT 0 No. 4
SIEVE </=6,0
7. EXISTING u nu nE5 WHERE SHOWN
IN THE DRAWINGS AR£ APPROXIMATE
THE., CONTRACTOR SHALL BE RESPON--
SISLE FOR PROPERLY -LOCATING AND
COORDINATING THE>PROPOSED:CON-
STPtUCTION ACTIVITY VMTH DIG -SAFE
AND THE APPLICABLE UITUTY
C OIAPANY; AND MAINTAINING THE
EXISTING UTILITY SYSTEM IN :SERVICE.
DIG --SAFE • SRALL BE NOTIFIED PER
THE STATE -OF MASSACHUSETTS`
STATUTE'CHAPTER'82,SECTION 409
AT';TEL, 1.-888-34.4--7233. THE
ENGWEER-DOES NOT GUARANTEE
-114EIR ACCURACY OR THAT ALL
UTILITIES AND 'SUe8URFACE STRUCTURES
ARE SHOWN, LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTILITIES
TAKEN FROM RECORD PLANS. TYLE
CONTRACTOR':SHALl!VERRIFY SIZE,
LOCATION AND INVERTS'OF UTILITIES
AND, STRUCTURESt AS IREOtFt M PRIOR
-TO .THE STAiiT OF GONSTRUCTTON.
6, THIS SYS" IS NOT DESIGNED FOR
THE USE, OF A GARBAGE ;GRINDER.
A GARBAGE ItRINDER IS NOT
' RECOMMENDED"DUE TO2PECOGNtZED
ADVERSE IMPACTS TO'THE•LEACHING
i FACILITY,
S. EXITING INVERTS. ARE TO BE:CHECKED BY
THE CONTRACTOR PRIOR, TO CONSTRUCTION
THE ENGINEER IS TO BE NOTIFIED; or
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
fiBSC01
657 Maifi Street, (RT:.28) Unit 6 '
W. Yarmouth Massachusetts
02673
508 778 8919
PROJECT TITLE:
,SEWAGE DISPOSAL
SYSTEM DESIGN
137
CRANBERRY LANE
SOUTH YAROU31!i
ISA ' 02664
�Ylr
U
PREPARED FOR:
Mr. TIM WILLIAMS
WILLIAMS BUILDING CO., INC. '
P.O. BOX 272
YARMOUTHPORT, MA 02675
DATA:: 7/17/02
COMP,/DESIGN: ` K. HEALY
CHECK: D. CRISPIN
DRAWN: P. HAGtST
FIELD: D. GAZZOLO / J. MCCARTIN
FILE NO. 8422-uSEP DWG
DWG No. 5375-01
SHEET SHEET 1 :OF 1
JOB ' NO. 4-