2-A170LEFT END ELEVATION
RIGHT END ELEVATION
Y� 0 j --H
i�
L02 AUG 29 tlil . ?
FRONT ELEVATION
,L- Iv`�Pu9C1�
INDUSTRIES" INC.
P.O. BOX 9000 RTE, 121
OXffORO, HE 04270
TELE (207) 539-8883
FAX: (207)539-4446
28x28/42
CUSTOM CAPE
W/ATTACHED
2426 GARAGE
E,D
I SPEC. NUMBER:
02-024
BUILDER:
WILLIAMS
BUILDING CONE
PLANS PREPARED FOR'
SPEC
ELEVATIONS
NOTE: ANY DEVIATIONS FROM
THE PLAN TO THE ORDER
CONTRACT ARE THE FULL
RESPONSIBILITY OF THE
BUILDER.
DATE:
1/23A
DRAWN BY:
MM
CHECKED BY.-
RIGHT
Y:
REVISIONS DATES
SCALE:
1 /T=1,_D"
SHEET NO.
1
A I 7j)
U13 1 MIDU I IUM OUA UL I AIL:NOT TO SCALE,
ATA: 10 11
LEAC.HINV DETAIL. NOT TO SCALE
;SOIL: TEST PIT b 01 AND 10/17/01
/ /
NO. OF 'OUTLETS "
T"= • 4 PVC 25.5'
-.Lt' e PIT- 4 TEST PITS TEST PIT �if� TEST PIT -#7_ TEST PITS FlNISHED GRADE
- = ; : iESt'FIT' � 1' TEST PIT #2- TEST TEST PIT 104.3 105.4 105.3 PIPE
- 106.3 L. 105.2 GRD. EL 107.0 GRD. EL GRD. EL GRD. EL. ,
._, 105:5 GRD.''EL 104.4 GRD: ,EL. GRD. E
REMOVABLE •
t o RD. EL N A N A'
' �- 2 WALLS
r :93.5
� N A NOTES:
� W W T HIGH GW. TE
• N A H T. HIGH G EST: HIGH G EST. G
ES
T: HIG GW. ES ._L_ _L_._
i.. n, /n rcr. 'u,eu r_w N /A FST -HIGH GW. _�- � COVER
I e
ev
SI .-tilU
H W
U
SANDY LOAM
a�i�i�i�i�i�i1
�',Oi�i�i�i�i�i
*,
9
0 f A
9"
OF HEALTH 'REGULATIONS.
B
OR TRAVELED WAY SHALL BE SCHEDULE
40 OR EQUAL
O/A
S ANDY LO M
LOCATED WITHIN 150 FT, OF THE
PROPOSED LEACHING FACILITY NOR
10YR 5/6
SANDY LOAM M
21B"-
r
32 --
6. REPLACE WITH CLEAN WASHED SAND
10YR
6 •
129"
10% (MAX) BY WT SHALL --
10YR 4Z2
N
C
<5 7 OF No. 4 SIEVE SHALL
PASS No. 200
Cl
SIEVE </=6.0
7. EXISTING UTILITIES WHERE SHOWN
SILT LOAM
B r:
SIBLE FORPROPERLY LOCATING AND
t
STRUCTION ACnVITY WITH DIG -SAFE
AND THE APPLICABLE UTILITY
LOA1?YB SAND "•
EXISTING UTILITY SYSTEM IN SERVICE.
DIG -SAFE SHALL BE NOTIFIED PER
THE STATE OF MASSACHUSETTS
LOAMY SAND
2
:
- ENGINEER DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
UTILITIES AND.SUSSURFACE STRUCTURES'
2,5Y 6 6.
/
1$N
TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL VERIFY SIZE,
.5Y .-6/6 ,
Q"
28
TO THE START OF CONSTRUCTION. -
,
THE USE OF A GARBAGE GRINDER.
A GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
-ADVERSE IMPACTS TO THE.IEACHING
FACILITY. ..-
9. EXITING INVERTS ARE TO BE CHECKED BY
THE CONTRACTOR PRIOR ;TO CONSTRUCTION
_THE ENGINEER IS TO -BE NOTIFIED OF,
ANY FIELD CHANGES THAT MAY BE
4•ti
BSC GROUP
657 Main Street, (RT. 28) Unit 6
W. Yarmouth Massachusetts
02673
508 778 8919
PROJECT 11TLE:
SEWAGE DISPOSAL
.SYSTEM DESIGN
p137
CRANBERRY LANE
SOUTH ` YARMOUTH
ASA 02664
PREPARED FOR:
Mr. TIM WILLIAMS
WILLIAMS BUILDING CO., INC.'
P.O. BOX 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
�-BOULDERS.
"=
, 1
_
C 1
' -SILT rLOAM
SILT LOAM ,
2.5Y 6/4
2.5Y 6/4: ,
104
„
120
EL 96.83
84
EL = 96.3
EL = 99.3
C -
FINES SAND
FINE SAND
`
.2.5Y 7/4
2.5Y-7/4
OA
SANDY LOAM
10YR 4/2 80
B
LOAMY SAND
2.5Y 6/6 28"
C-1 fA
S LT
2.5Y LO 6/A4 120"
EL - 95.2
C-2
2 5Y 7/4D
75 153" EL = 95 3 132 EL = 94.2 132"
p
6
26" "
114"
A
SANDY LOAM
10YR 4/2 .
B '
SANDY 0YR LO/AM/6
C-1
SILT LOAM
2.5Y 6/3
EL = 87.8
C-2
FINE SAND
2.5Y 6/4
168 EL = 88.3 196 EL = 88.6 200
. •• + ••n .v v ,
1. DIST. TO WITHSTAND H-
10 LOADING2" PwBAR UNLESS UNDER PAVEMENT DRIVES OR
6" T,
TRAVELED WAYS WHEREIN
H-20 2 LOADING
I Y
SHALL APPLY.
1 L.
15
1
^ T
.!
A
,•
I. I.
. .
� � � •• •�
SANDY LOAM
a�i�i�i�i�i�i1
�',Oi�i�i�i�i�i
*,
9
1OYR 4/2
9"
OF HEALTH 'REGULATIONS.
B
OR TRAVELED WAY SHALL BE SCHEDULE
40 OR EQUAL
SANDY LOAM
LOCATED WITHIN 150 FT, OF THE
PROPOSED LEACHING FACILITY NOR
10YR 5/6
150' OF ANY KNOWN LEACHING FACILITY,
21B"-
ALL TOPSOIL, SUBSOIL AND OTHER ,
32 --
6. REPLACE WITH CLEAN WASHED SAND
EL 102.7
CONFORMING TO THE FOLLOWING
129"
10% (MAX) BY WT SHALL --
PASS
PASS No. 50 SIEVE
192'
PASS No. 100
<5 7 OF No. 4 SIEVE SHALL
PASS No. 200
Cl
SIEVE </=6.0
7. EXISTING UTILITIES WHERE SHOWN
SILT LOAM
THE CONTRACTOR SHALL BE RESPON-
ESPON-SIBLE'FOR
SIBLE FORPROPERLY LOCATING AND
2.5Y 4/4
STRUCTION ACnVITY WITH DIG -SAFE
AND THE APPLICABLE UTILITY
COMPANY AND MAINTAINING THE
EXISTING UTILITY SYSTEM IN SERVICE.
168 EL = 88.3 196 EL = 88.6 200
. •• + ••n .v v ,
1. DIST. TO WITHSTAND H-
10 LOADING2" PwBAR UNLESS UNDER PAVEMENT DRIVES OR
6" T,
TRAVELED WAYS WHEREIN
H-20 2 LOADING
I Y
SHALL APPLY.
1 L.
15
1
^ T
.!
c
i���e���ri�e.
' • ii�i�i�i�i�ie•
,•
I. I.
. .
� � � •• •�
CONSTRUCTION OF THE SEWAGE
a�i�i�i�i�i�i1
�',Oi�i�i�i�i�i
2. ALL, CONSTRUCTION METHODS AND :
' •
•
O
OF HEALTH 'REGULATIONS.
0
OR TRAVELED WAY SHALL BE 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,
5. WTHIN 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
1
32" 6` . 5.5" 5;5' OUTLETS . . 9 8" 2. PROVIDE' INLET TEE OR BAFFLE WHERE 33.5
SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR PAN W
V LEACHING AMBERS
IN PUMPED SYSTEM.IS ;
I- 2' 3, FIRST TWO FEET OF PIPE OUT OF DIST.
BOTTOM ON LEVEL s"
STABLE BASE / MIN. 3 4" T0 BOX TO BE LAID LEVEL. LOAM & SEED DISTURBED AREAS
1 1/2" CRUSHED417777777777777777777777
CROSS-SECnON STONE BASE ALL PIPE CONNECTIONS AND CONCRETE 3 MAX.
CONSTRUCTION SHALL BE WATERTIGHT. COMPACTED FT L 36 MAXIMUM,12"MINIMUM
o G
15 1/2`
16C
1_ _1 1�'_in" _
EL = 92.
if 1 b DATE: DATE: DATE: DATE: DATE: DATE: DATE: DATE: 17 t/2� 22'-10"
i 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 - - '1CP,O5S-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.
WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY WITNESSED BY: WITNESSED BY: WITNESSED BY:• DATUM: r CRITERIA. BRUCE MURPHY, IRS BRUCE MURPHY, RS BRUCE MURPHY, RS BRUCE MURPHY, RS : BRUCE MURPHY, RS BRUCE MURPHY, RS BRUCE MURPHY. RS BRUCE MURPHY, RS DESIGN KRITERIA:
PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE:' PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: VERTICAL DATUM: ASSUMED _
I 5
MIN./INCH -MIN./INCH, MIN./INCH MIN./INCH 5 -MIN./INCH MIN./INCH MIN. /INCH MIN./INCH DESIGN FLOW:
C ' 4 BEDROOMS AT110G.P.B. D 440 G.P.D.
SOIL EVALUATOR , SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUAOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR BENCH MARK SET: TOP OF CONCRETE BOUND. ELEVATION '106.1 i
I"•''
DAVE MASON
DAVE MASON DAVE MASON DAVE MASONDAVE MASON DAVE MASON DAVE MASON DAVE M SO
SOIL, CLASS; SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CI -ASS: SOIL CLASS: SOIL CLASS: SOIL CLASS:
REQUIRED SEPTIC TANK]-
440
ANK:440 X 200% - 880 GAL.,
•
L.T.A.R. L.T.A.R. 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.
-: ._0.74 G.P,D./SQ.FT. 0,74 G.P.D./SO.FT �74_G.P.D./SO.FL 0•74 G.P.D./$Q.FL 0•74 G.P.O./SQ.FT 0•74 G.P,D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. SEPTIC TANK PROVIDED: ,= -�Q�AL
NOTE:
BENCHMARK. TOP OF BOTTOM OF HOLE TO BE,INSPECTED
KARL LF JOEL CONCRETE BOUND BY B.O.H. AND DESIGN ENGINEER SIZE OF LEACHING FA
PROFILE. NOT TO SCALE INDICATES HIGH GROUNDWATER COMPUTATION ASSESSORS MAP 119 ELEVATION 106.1 PRIOR TO SEPTIC INSTALLATION. CIUTY REQUIRED:
�_ OBSERVED BASED ON TP#6T DESIGN PERC. RATE: <2
'
EL FIRST
FlRST PIPE LENGTH GROUND WATER PARCEL 4 MIN./ INCH
TOP FOUND�nON CONCRETE COVERS TO' WITHIN ' TO BE SET LEVEL (TOWN WATER)
LONG TERM APPL. RATE 0.74 G.P.D/S. F,
FOR MIN. 2' INDICATES DEPTH TO BOT. OF HOLE) 16.5
EL -106.1 _ 6" OF FINISHED GRADE INDEX WELL IW ABANDONED WELL
FINISH GRADE �►_ ESTIMATED WATER LEVEL RANGE ZONE --B BY OWNER / / \ -. 440 GPD + 74 '
f. EL=106-105.5 - SEA,ONAL HIGH 43 CENTERBOARD 0, GPD/SF = 595 S,F,
"r . ' 4" PVC SCH 40 GROUND WATER CURRENT DEPTHVNDEX WELL(10/Ot) 26.4 �N
F WATER LEVEL ADJUSTMENT 5.7
O
K �p
F y SCH ab It PVC SCH 40 '•• LEACHING CHAMBER DEPTH TO ADJUSTED HIGH WATER 10.a , '� \ . SIZE OF LEACHING FACILITY PROVIDED:
INDICATES /
.. PERC.
/ -�
I=c TEST USE 500 GALLON CONCRETE LEACHING
H / - � `
-. ,� d CHAMBERSC3 UNITS> 12,83'x2'x33.5'
- 5 OUTLET i=F G
K SEPTIC TANK DIST. BOX 5' MIN. SEPARATION ❑ UNSUITABLE
/ / v / L_57.8 �- SIDEWALL = 2(12,83'+33.5') X 2' = 185.3
MATERIAL
' 9 BOTTOM = 12.83' X 33.5' = 429.8
- / P` / .. � R�<�
EST. MCH GPOUNDWATER -•.- / j - �, 29 \
N/F 15S. .
6 F
f / \ WESLEY W. ISENBERG 615 S.F x 0.74 GPD/SF = 455GPD
E : o _ - �p E \ 23:73 119
SEPTIC TANK DETAIL:. 1,500 GALLON �. - 30 ASSESSORS MAP
O N6z �: `�
P
t ... TO SCALE PARCEL 5
(TOWN WATER)
-NOT
29 DRIFTWOOD LANE
5. INLET AND OUTLET TEES TO BE CAST IRON,
NOTES 1. $EPnC TANK, SHALL BE STEEL i \ `
"SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE
REINFORCED COrfCRETE. TEES TO BE CENTERED UNDER MANHOLE COVER.
(
1,' SEPTICTANK TO WITI (STAND H-10 LOADING,
' UNLESS UNDER PAVEMENT, DRIVES OR
` TRAVELED: WAYS. WHEREIN. H-20 LOADING.- - _ - _ -` �. - ' \ - ,�� LOCUS INFORMATION
I
SHALL APPLY. TP#4 OAVIDJ
3. AlL' PIPE' CONNECTIONS AND CONCRETE
G
\ ` \ \ 0 \ CR3211 m I
^
CONSTRUCTION S1iAt1 BE WATERTIGHT. 2-24` DIA CONCRETE MANHOLES
TP#8 \ ` NISPIN
o 32112 RREN R. STEPHEN
EN
' CU T OWNE L & ANNMARIE D
W/ METAL HANDLES BROUGHT _
`4, FILL -ALL UNUSED KNOCKOUTS WITH TO 6" OF FINISH GRADE \. / 1
MORTAR. SR \
lQ TI REFERENCE: DE 00 4400, PAGE 244
TEE TO BE UNDER 12` MIN. \ LIMITS OF \ S•
TLE EFER EDB K 1
_ HIGHPOINT IN ROAD YP1 �►���
M.H. OPENING COVER 3 ELEV 105.17•- �` EXCAVATION TP13` % I 9�, \ - -
r�, z
-. SEE NOTES •- , 1, O+ � , Z PLAN REFERENCE: PLAN BOOK 120, PAGE 119
RAISE M. WLR 4 \. \ _5 AND 6 .,F�'\ i0
SEWER BRICK .. • - .e A S • ASSESSORS MAP: 119
\ \ -9 1�
&MORTAR NORMAL WATER LEVEL 12` Oo� TP#2 \ 9A.!` PARCEL: 3
- 3" ta" �` TEST PIT #9 TEST PIT#10_ �� a�• 9 \AHA ?�" `' �r \ ZONING DISTRICT: R-40
10 GRD. EI 106.5 ' 107.6 C1 J' r
PRECAST SEPTIC TANK e GRD. EL I SETBACKS: FRONT 30
SIDE 20
/ EST. HIGH GW. _L_ \' _ . - - Z y ' 38 ?' .
a .. e INLET TEE � 4'-9` EST. HIGH Gvy, N A N A \' y V\ � ���
8 a
- _ 5'-2 4'-_ s"' 4'-0" MIN. � 5' -4 -
LOAMY
z =` LIQUID DEPTH LOAMLA Y SAND
(Gu c ETERMi e 2` Y 4 3.
�1 1
lup
� e LOAM B SAND `
2.5Y 7/4
36*
� , �c BOTTOM ON LEVEL STABLE BASE ��
�n PLAN VIF W
s' TO CROSS-SECTION VIEW AJy� 3" MEDI M SAND
MIN. 3/4' 2.5Y 7/2 60"
1 1 /2" STONE 63"
m MEDIUM SAND.
v INVERT ELEVATIONS: 7.5C 4/4 75
m MEDIUM SAND
d 2.5Y 7/2
a TOP OF FOUNDATION 107.2 A C-4 128"
_ I MEDIUM SAND
4" INVERT AT BUILDING 104.75 B 7.5YR 4/2 „
4" INVERT AT SEPTIC TANK (IN) 104.49 C C-5 134
mMEDIUM SAND
4" INVERT AT SEPTIC TANK '(OUT) 104.24 D 2.5Y 7/2 "
LOAMY SAND
2.5Y -4 3
B
LOAMY SAND
2.5Y 7/4
MEDI M 1SAND
2.5Y 7/2
MEDIUM SAND
7.5YR 4/4
MEDIUM SAND
2.5Y 7/2
1500 `\ G' J, `. \ . OQ \REAR 20
\ 'GALLON'\'',.- � �� I., \o O �� . �
12„PT1C MINIMUM LOT SIZE 40,000 S.F.
yTP#5 t \
TANK EXIST. TOTAL LOT AREA: 24,826± S.F.
SE
h>
'• � 21 � � OVERLAY DISTRICT: NO
36" ps 10y. `• f (MIN)
O p, t ` NITROGEN SENSITIVE
ZONE: NOT A ZONE II
72" (` i ROP05ED 2 PROPOSED
` DECK GaFAGE / FEMA FLOOD \ ZONE DISTRICT; "C", DATED 7/2/92
84"
TOP OF -SLAB \ PANEL #250015 0002 D
ELEV 106 1. i .2 0 1
a PROPOSED ,4 QJ 0D
4 BEDROOM I - y \ LOCUS PLAN: NO SCALE
DWELLING
1 i '{ TOF. 107.2
27.3 1
Za F.F. 108.2 .y
�. F❑LLINS �'r N
�o o�` \'. \ `\ i i' J
oti
4" INVERT AT DIST. BOX (IN) 104.07E EL = 91.0 186 EL = 91.6 192" moa oo /` P❑ND�P��
4" INVERT AT DIST. BOX (OUT) 103.90 F DATE: DATE:
7/10/02 7/10/02 0 \ ; `L ��' -' - j / DRIFTW❑❑D LA.
INVERTS AT LEACHING FACILITY:
TEST BY- TEST BY:
p
4" INVERT AT BEGINNING THE BSC GROUP, INC. THE BSC GROUP, INC.
OF LEACHING CHAMBER 103.8 G WITNESSED BY: WITNESSED BY: e / / d LOCUS
I0,
BRUCE MURPHY, RS BRUCE MURPHY, RS N/F
ELSIE M. MULLEN
ASSESSORS v Vt� Z Z
ELEVATION AT BOTTOM' PERC. RATE: PERC. RATE: M - z eo
Y' OF LEACHING CHAMBER 101.8 H <2MIN./INCH MIN./INCH PARCEL SP 179 a - j R/
GADJUSTED SOIL EVALUATOR SOIL EVALUATOR {T01"J^J WATER) , - I �0 / \' 'U
GROUNDWATER 93.5 J CRAIG FIELD CRAIG FIELD 131 CRANBERRY LANE - -/ / Ey�S�� / PLAN N VIEW d DINAHS
POND
SOIL CL NSS: SOIL CLASS:
SCALE: 1' = 20 FEET W. GR, WESTERN RD.
�`�S REQUESTED:
VARIANCE' L.T.A.R. LT.A.R./ /� / 0 10 20 40 FT, 6
0.74 G.P.D./SQ,FT.074 G.P.D./SQ.FT
NONE
a
REVISIONS -�
c
i���e���ri�e.
' • ii�i�i�i�i�ie•
GENERAL NOTES: -<
I. I.
. .
� � � •• •�
CONSTRUCTION OF THE SEWAGE
a�i�i�i�i�i�i1
�',Oi�i�i�i�i�i
2. ALL, CONSTRUCTION METHODS AND :
' •
•
D.E.P TITLE 5 AND LOCAL BOARD
OF HEALTH 'REGULATIONS.
3. ALL PIPES LOCATED UNDER PAVEMENT
OR TRAVELED WAY SHALL BE 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,
5. WTHIN 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
1_ _1 1�'_in" _
EL = 92.
if 1 b DATE: DATE: DATE: DATE: DATE: DATE: DATE: DATE: 17 t/2� 22'-10"
i 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 - - '1CP,O5S-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.
WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY WITNESSED BY: WITNESSED BY: WITNESSED BY:• DATUM: r CRITERIA. BRUCE MURPHY, IRS BRUCE MURPHY, RS BRUCE MURPHY, RS BRUCE MURPHY, RS : BRUCE MURPHY, RS BRUCE MURPHY, RS BRUCE MURPHY. RS BRUCE MURPHY, RS DESIGN KRITERIA:
PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE:' PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: VERTICAL DATUM: ASSUMED _
I 5
MIN./INCH -MIN./INCH, MIN./INCH MIN./INCH 5 -MIN./INCH MIN./INCH MIN. /INCH MIN./INCH DESIGN FLOW:
C ' 4 BEDROOMS AT110G.P.B. D 440 G.P.D.
SOIL EVALUATOR , SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUAOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR BENCH MARK SET: TOP OF CONCRETE BOUND. ELEVATION '106.1 i
I"•''
DAVE MASON
DAVE MASON DAVE MASON DAVE MASONDAVE MASON DAVE MASON DAVE MASON DAVE M SO
SOIL, CLASS; SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CI -ASS: SOIL CLASS: SOIL CLASS: SOIL CLASS:
REQUIRED SEPTIC TANK]-
440
ANK:440 X 200% - 880 GAL.,
•
L.T.A.R. L.T.A.R. 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.
-: ._0.74 G.P,D./SQ.FT. 0,74 G.P.D./SO.FT �74_G.P.D./SO.FL 0•74 G.P.D./$Q.FL 0•74 G.P.O./SQ.FT 0•74 G.P,D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. SEPTIC TANK PROVIDED: ,= -�Q�AL
NOTE:
BENCHMARK. TOP OF BOTTOM OF HOLE TO BE,INSPECTED
KARL LF JOEL CONCRETE BOUND BY B.O.H. AND DESIGN ENGINEER SIZE OF LEACHING FA
PROFILE. NOT TO SCALE INDICATES HIGH GROUNDWATER COMPUTATION ASSESSORS MAP 119 ELEVATION 106.1 PRIOR TO SEPTIC INSTALLATION. CIUTY REQUIRED:
�_ OBSERVED BASED ON TP#6T DESIGN PERC. RATE: <2
'
EL FIRST
FlRST PIPE LENGTH GROUND WATER PARCEL 4 MIN./ INCH
TOP FOUND�nON CONCRETE COVERS TO' WITHIN ' TO BE SET LEVEL (TOWN WATER)
LONG TERM APPL. RATE 0.74 G.P.D/S. F,
FOR MIN. 2' INDICATES DEPTH TO BOT. OF HOLE) 16.5
EL -106.1 _ 6" OF FINISHED GRADE INDEX WELL IW ABANDONED WELL
FINISH GRADE �►_ ESTIMATED WATER LEVEL RANGE ZONE --B BY OWNER / / \ -. 440 GPD + 74 '
f. EL=106-105.5 - SEA,ONAL HIGH 43 CENTERBOARD 0, GPD/SF = 595 S,F,
"r . ' 4" PVC SCH 40 GROUND WATER CURRENT DEPTHVNDEX WELL(10/Ot) 26.4 �N
F WATER LEVEL ADJUSTMENT 5.7
O
K �p
F y SCH ab It PVC SCH 40 '•• LEACHING CHAMBER DEPTH TO ADJUSTED HIGH WATER 10.a , '� \ . SIZE OF LEACHING FACILITY PROVIDED:
INDICATES /
.. PERC.
/ -�
I=c TEST USE 500 GALLON CONCRETE LEACHING
H / - � `
-. ,� d CHAMBERSC3 UNITS> 12,83'x2'x33.5'
- 5 OUTLET i=F G
K SEPTIC TANK DIST. BOX 5' MIN. SEPARATION ❑ UNSUITABLE
/ / v / L_57.8 �- SIDEWALL = 2(12,83'+33.5') X 2' = 185.3
MATERIAL
' 9 BOTTOM = 12.83' X 33.5' = 429.8
- / P` / .. � R�<�
EST. MCH GPOUNDWATER -•.- / j - �, 29 \
N/F 15S. .
6 F
f / \ WESLEY W. ISENBERG 615 S.F x 0.74 GPD/SF = 455GPD
E : o _ - �p E \ 23:73 119
SEPTIC TANK DETAIL:. 1,500 GALLON �. - 30 ASSESSORS MAP
O N6z �: `�
P
t ... TO SCALE PARCEL 5
(TOWN WATER)
-NOT
29 DRIFTWOOD LANE
5. INLET AND OUTLET TEES TO BE CAST IRON,
NOTES 1. $EPnC TANK, SHALL BE STEEL i \ `
"SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE
REINFORCED COrfCRETE. TEES TO BE CENTERED UNDER MANHOLE COVER.
(
1,' SEPTICTANK TO WITI (STAND H-10 LOADING,
' UNLESS UNDER PAVEMENT, DRIVES OR
` TRAVELED: WAYS. WHEREIN. H-20 LOADING.- - _ - _ -` �. - ' \ - ,�� LOCUS INFORMATION
I
SHALL APPLY. TP#4 OAVIDJ
3. AlL' PIPE' CONNECTIONS AND CONCRETE
G
\ ` \ \ 0 \ CR3211 m I
^
CONSTRUCTION S1iAt1 BE WATERTIGHT. 2-24` DIA CONCRETE MANHOLES
TP#8 \ ` NISPIN
o 32112 RREN R. STEPHEN
EN
' CU T OWNE L & ANNMARIE D
W/ METAL HANDLES BROUGHT _
`4, FILL -ALL UNUSED KNOCKOUTS WITH TO 6" OF FINISH GRADE \. / 1
MORTAR. SR \
lQ TI REFERENCE: DE 00 4400, PAGE 244
TEE TO BE UNDER 12` MIN. \ LIMITS OF \ S•
TLE EFER EDB K 1
_ HIGHPOINT IN ROAD YP1 �►���
M.H. OPENING COVER 3 ELEV 105.17•- �` EXCAVATION TP13` % I 9�, \ - -
r�, z
-. SEE NOTES •- , 1, O+ � , Z PLAN REFERENCE: PLAN BOOK 120, PAGE 119
RAISE M. WLR 4 \. \ _5 AND 6 .,F�'\ i0
SEWER BRICK .. • - .e A S • ASSESSORS MAP: 119
\ \ -9 1�
&MORTAR NORMAL WATER LEVEL 12` Oo� TP#2 \ 9A.!` PARCEL: 3
- 3" ta" �` TEST PIT #9 TEST PIT#10_ �� a�• 9 \AHA ?�" `' �r \ ZONING DISTRICT: R-40
10 GRD. EI 106.5 ' 107.6 C1 J' r
PRECAST SEPTIC TANK e GRD. EL I SETBACKS: FRONT 30
SIDE 20
/ EST. HIGH GW. _L_ \' _ . - - Z y ' 38 ?' .
a .. e INLET TEE � 4'-9` EST. HIGH Gvy, N A N A \' y V\ � ���
8 a
- _ 5'-2 4'-_ s"' 4'-0" MIN. � 5' -4 -
LOAMY
z =` LIQUID DEPTH LOAMLA Y SAND
(Gu c ETERMi e 2` Y 4 3.
�1 1
lup
� e LOAM B SAND `
2.5Y 7/4
36*
� , �c BOTTOM ON LEVEL STABLE BASE ��
�n PLAN VIF W
s' TO CROSS-SECTION VIEW AJy� 3" MEDI M SAND
MIN. 3/4' 2.5Y 7/2 60"
1 1 /2" STONE 63"
m MEDIUM SAND.
v INVERT ELEVATIONS: 7.5C 4/4 75
m MEDIUM SAND
d 2.5Y 7/2
a TOP OF FOUNDATION 107.2 A C-4 128"
_ I MEDIUM SAND
4" INVERT AT BUILDING 104.75 B 7.5YR 4/2 „
4" INVERT AT SEPTIC TANK (IN) 104.49 C C-5 134
mMEDIUM SAND
4" INVERT AT SEPTIC TANK '(OUT) 104.24 D 2.5Y 7/2 "
LOAMY SAND
2.5Y -4 3
B
LOAMY SAND
2.5Y 7/4
MEDI M 1SAND
2.5Y 7/2
MEDIUM SAND
7.5YR 4/4
MEDIUM SAND
2.5Y 7/2
1500 `\ G' J, `. \ . OQ \REAR 20
\ 'GALLON'\'',.- � �� I., \o O �� . �
12„PT1C MINIMUM LOT SIZE 40,000 S.F.
yTP#5 t \
TANK EXIST. TOTAL LOT AREA: 24,826± S.F.
SE
h>
'• � 21 � � OVERLAY DISTRICT: NO
36" ps 10y. `• f (MIN)
O p, t ` NITROGEN SENSITIVE
ZONE: NOT A ZONE II
72" (` i ROP05ED 2 PROPOSED
` DECK GaFAGE / FEMA FLOOD \ ZONE DISTRICT; "C", DATED 7/2/92
84"
TOP OF -SLAB \ PANEL #250015 0002 D
ELEV 106 1. i .2 0 1
a PROPOSED ,4 QJ 0D
4 BEDROOM I - y \ LOCUS PLAN: NO SCALE
DWELLING
1 i '{ TOF. 107.2
27.3 1
Za F.F. 108.2 .y
�. F❑LLINS �'r N
�o o�` \'. \ `\ i i' J
oti
4" INVERT AT DIST. BOX (IN) 104.07E EL = 91.0 186 EL = 91.6 192" moa oo /` P❑ND�P��
4" INVERT AT DIST. BOX (OUT) 103.90 F DATE: DATE:
7/10/02 7/10/02 0 \ ; `L ��' -' - j / DRIFTW❑❑D LA.
INVERTS AT LEACHING FACILITY:
TEST BY- TEST BY:
p
4" INVERT AT BEGINNING THE BSC GROUP, INC. THE BSC GROUP, INC.
OF LEACHING CHAMBER 103.8 G WITNESSED BY: WITNESSED BY: e / / d LOCUS
I0,
BRUCE MURPHY, RS BRUCE MURPHY, RS N/F
ELSIE M. MULLEN
ASSESSORS v Vt� Z Z
ELEVATION AT BOTTOM' PERC. RATE: PERC. RATE: M - z eo
Y' OF LEACHING CHAMBER 101.8 H <2MIN./INCH MIN./INCH PARCEL SP 179 a - j R/
GADJUSTED SOIL EVALUATOR SOIL EVALUATOR {T01"J^J WATER) , - I �0 / \' 'U
GROUNDWATER 93.5 J CRAIG FIELD CRAIG FIELD 131 CRANBERRY LANE - -/ / Ey�S�� / PLAN N VIEW d DINAHS
POND
SOIL CL NSS: SOIL CLASS:
SCALE: 1' = 20 FEET W. GR, WESTERN RD.
�`�S REQUESTED:
VARIANCE' L.T.A.R. LT.A.R./ /� / 0 10 20 40 FT, 6
0.74 G.P.D./SQ,FT.074 G.P.D./SQ.FT
NONE
a
REVISIONS -�
NO. DATE DESCRIPTION
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
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,
5. WTHIN 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
PASS No. 50 SIEVE
<IO X OF No. 4 SIEVE SHALL
PASS No. 100
<5 7 OF No. 4 SIEVE SHALL
PASS No. 200
UNIFORMITY COEFFICIENT 0 No. 4
SIEVE </=6.0
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAWINGS ARE APPROXIMATE..
THE CONTRACTOR SHALL BE RESPON-
ESPON-SIBLE'FOR
SIBLE FORPROPERLY LOCATING AND
,
COORDINATING THE PROPOSED CON-
STRUCTION ACnVITY WITH DIG -SAFE
AND THE APPLICABLE UTILITY
COMPANY AND MAINTAINING 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.SUSSURFACE 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.IEACHING
FACILITY. ..-
9. EXITING INVERTS ARE TO BE CHECKED BY
THE CONTRACTOR PRIOR ;TO CONSTRUCTION
_THE ENGINEER IS TO -BE NOTIFIED 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 11TLE:
SEWAGE DISPOSAL
.SYSTEM DESIGN
p137
CRANBERRY LANE
SOUTH ` YARMOUTH
ASA 02664
PREPARED FOR:
Mr. TIM WILLIAMS
WILLIAMS BUILDING CO., INC.'
P.O. BOX 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