HomeMy WebLinkAbout8 Grouse Lane - Sewage Disposal System Repair with Addition,
SOIL TEST PIT DATA:
TEST PIT -#1L
GRD. EL. 81.2
EST. HIGH GW. 69.7 DATE:
LOAMY S ND
10YR 4,3
1
LOAMYB SAND
10YR 5 6
EL = 78.7 Ll
MEDIUM SAND
1OYR 7/3
EL = 69.7
1
10/10/07
TEST BY:
THE BSC GROUP, INC.
)" WITNESSED BY.
AMY VON HONE
PERC. RATE:
2 MIN./INCH
SOIL EVALUATOR
0" AAARK nIRR
OCTOBER 10, 2007
HIGH GROUNDWATER COMPUTATION
BASED ON TP#1
DEPTH TO BOTTOM OF HOLE 11.5
SOIL CLASS Permit valid for ItEP,uu 01, SEPTIC SN I I F NI
1 ONL%% due to State and I oeal septir' \a n.uiFrs,
Board of Ilrallh review and aplil l is required Inr
any fohue• addit uenslre on, IF l inn dal l erations to
L.T.A.R. sewage tact Gt ies All d/oF stil l u r es/d Nrll in g.
0.74 G.P.D.,lool T.
1 arnunrlh Ilya It i. Ucpartmc f
APPIZ0V 1) 5'ekoll
38" Na c 'l -
U
INDICATES
PERC.
TEST
®INDICATES
UNSUITABLE
MATERIAL
INDICATES
ESTIMATED
SEASONAL HIGH
GROUND WATER
INDICATES
OBSERVED
GROUND WATER
DATUM:
BOX
DETAIL:
TOP OF FOUNDATION
VERTICAL DATUM: ASSUMED
A
4" INVERT AT BUILDING
BENCH MARK
SET: TOP OF CONCRETE FOUNDATION
4" INVERT AT ADDITION
78.70
ELEVATION 81.67
4" INVERT AT SEPTIC TANK (IN)
77.70
PROFILE:
NOT TO SCALE
77.45
D
EL= A
TOP�TION
77.27
E
FIRST PIPE LENGTH
77.10
CONCRETE COVERS TO WITHIN
INVERTS AT LEACHING FACILITY:
TO BE SET LEVEL
EL= 81.00
6' OF FINISHED GRADE.7/
0
oo°
FOR MIN. 2'
OF LEACHING CHAMBER
77.00
G BREAKOUT 77.50
FINISH GRADE
OVERLAY DISTRICT:
NONE
OF LEACHING CHAMBER
EL= 80.7-80.!
C.O.
NO OBSERVED GROUNDWATER
4'
PVC SCH 40
BOTTOM OF HOLE
69.7
J
PANEL #250015 0004 C
(0.075 mm EFFECTIVE PARTICLE SIZE)
7. EXISTING UTILITIES WHERE SHOWN
__ 411l '�'
..�
-LEACHING CHAMBER
000
0 0 00 0 0
10'-B1
31'-82
INFI TRATOR 3050
o o° 0 0 0 0 0 0
00
0 0°
5'
I=D
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
4•
Jill
0°00
0 0
0 0 0
0 0
0 0 0 0 0 0 0 0 0 0
0 0
0 0 0
I=C
AND STRUCTURES AS REQUIRED PRIOR
I=E
N8,
H
SHALL APPLY.
5 OUTLET
1=F
A GARBAGE GRINDER IS NOT
DIST. BOX
•. 5,5" OUTLETS
5.3' SEPARATION
2. PROVIDE INLET TEE OR BAFFLE WHERE
. SEPTIC TANK
15'
2' + 15'
1.5'
FACILITY.
EST. HIGH GROUNDWATER
THE CONTRACTOR PRIOR TO CONSTRUCTION.
SLOPE OF PIPE EXCEEDS 0.06 FT./FT OR
!-
J
INVERT ELEVATIONS:
BOX
DETAIL:
TOP OF FOUNDATION
81.67
A
4" INVERT AT BUILDING
79.97
B1 ADD 4 BAND S.S. CONN.
4" INVERT AT ADDITION
78.70
B2
4" INVERT AT SEPTIC TANK (IN)
77.70
C
4" INVERT AT SEPTIC TANK (OUT)
77.45
D
4" INVERT AT DIST. BOX (IN)
77.27
E
4" INVERT AT DIST. BOX (OUT)
77.10
F
INVERTS AT LEACHING FACILITY:
1
MINIMUM LOT SIZE:
4" INVERT AT BEGINNING
0
oo°
9,3991 S.F.
OF LEACHING CHAMBER
77.00
G BREAKOUT 77.50
ELEVATION AT BOTTOM
OVERLAY DISTRICT:
NONE
OF LEACHING CHAMBER
75.00
H
NO OBSERVED GROUNDWATER
FEMA FLOOD
4 UNITS
BOTTOM OF HOLE
69.7
J
VARIANCES REQUESTED:
TI TLE 5:
(1.) TO ALLOW THE LEACHING FIELD TO BE 16.8' FROM THE NEW
FULL FOUNDATION WALL IN LIEU OF 20'
(2.) TO ALLOW THE SEPTIC TANK TO BE 6.1' FROM THE NEW
FOUNDATION WALL IN LIEU OF 10'
FLOOR PLANS:
SEE ATTACHED ARCHITECTURAL PLANS
SEPTIC TANK DETAIL: 1,500 GALLON
NOT TO SCALE
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.
III TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER.
UNLESS UNDER PAVEMENT, DRIVES OR
TRAVELED WAYS, WHEREIN H-20 LOADING
SHALL APPLY.
3. ALL PIPE CONNECTIONS AND CONCRETE 2-24• DIA CONCRETE MANHOLES
CONSTRUCTION SHALL BE WATERTIGHT. W/ METAL HANDLES BROUGHT
4. FILL ALL UNUSED KNOCKOUTS WITH TO 6" OF FINISH GRADE
MORTAR. TEE TO BE UNDER
M.H. OPENING COVER
MIN.
RAISE III W�
�•--- 10'-6" SEWER BRICK 7-
i cr-o"
10'-0' &MORTAR „
NORMAL WATER LEVEL 12
__T -a3` _
PRECAST SEPTIC TANK a 100 14
INLET TEE
DO (D c -L-25'-2" 4'-6' 4'-0" MIN. or eoto a
5'-8" 9 LIQUID DEPTH
:.
a BOTTOM ON LEVEL STABLE BASE 4
PLAN VIEW 6" MIN. 3/4" TO��`��`�
1 1/2" STONE CROSS-SECTION VIEW
LOT #51
rr- 4'
DISTRIBUTION
BOX
DETAIL:
NOT TO SCALE
GENERAL NOTES:
0 00 0 000 000
0 0 0 0 0 0
0 000 0000
0 0 0 0 0 0
NO. OF OUTLETS: 5
LEACHING DETAIL:
4" PVC PIPE l
NOT TO SCALE
h- 2
PLAN VIEW
LOT #52
N31'48'20"W
/ of `
f
NOTE, o 811 _
AREAS OF ADDITIONS THAT ARE '
LISTED AS (SLAB/CRAWL) HAVE THE tri
Z CRAWL SPACE FLOOR ABOVE THE 0
TOP OF THE LEACHING SYSTEM, 10.01
W
a p PROPOSED 8,2'x 35'
le - ^ LEACHING S.A.S.
RPOSED
to - / INSPEC ION PORT
PROPOSED 'D' BOX
„ I BULKHEAD PI�fIPOSED CO. 6 PROPOSED 1500
C 218, PPORCH o GALLON SEPTIC TANK
a
TP#1 24"
o PROP, 62 II I "i ADDITION \ \ BO
o, I ADDITION
m (FULL) (CRAWL/SLAB)
t GAS AS I \
i
I KITCHEN BATH I rn \
BED#3 O
BED#1
EXISTING 3
oW I I
PROP. BEDROOM DWELLING
ADDITION
v I I (CRAWL)
P
ua0i I �� I LIVING ROOM 3 m
Z I\ I BED#2 g O
/ r i
PORCH in I
CONCRETE STOOP 16.6
- - _ _.I W
W
W /
i o
\\ 011
\ Iso ti N
LOT #50 `,�
I M � LOT #48
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.o°
FINISHED GRADE
o 0 0 0 0 0 0
0 0 0 0 00o° 00°0 000 0°0
HIGH 000 O
OS DENSITY p p
000 POLYETHYLENE O O
QDO p INFILTRATOR 3050 00 p
00 CHAMBER 0 0
3' LAYER
PEASTONE
GENERAL NOTES:
0 00 0 000 000
0 0 0 0 0 0
0 000 0000
0 0 0 0 0 0
0 00 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0
0 0 0 0
JOSEPH & ALICE SHERMAN
F
ABLE
PLAN REFERENCE:
2• WALLS
NOTES
58
°°
0 °
OBS. PORT
ZONING DISTRICT:
°°
o
°°
0 00
T
IMPERVIOUS MATERIAL
SIDE 15'
CLEAN GRANULAR SAND, FREE FROM ORGANIC
1
MINIMUM LOT SIZE:
25,000 S.F.
0
oo°
9,3991 S.F.
EX. LOT COVERAGE:
0
°7 O
° o°
50" 98"
OVERLAY DISTRICT:
NONE
.a'Q••'.v•a,it••'.v'a••••i•a • 2
1. DIST. BOX TO WITHSTAND H-10 LOADING
ZONE:
°
FEMA FLOOD
4 UNITS
HIGH DF,NSITY
0 0
LE SIZE)
0.15 trimPASS
PANEL #250015 0004 C
(0.075 mm EFFECTIVE PARTICLE SIZE)
7. EXISTING UTILITIES WHERE SHOWN
j
I
UNLESS UNDER PAVEMENT, DRIVES OR
TRAVELED WAYS WHEREIN H-20 LOADING
SIBLE FOR PROPERLY LOCATING AND
000
0 0 00 0 0
POLYETHYLENE
0 0 0 0 0 0,
INFI TRATOR 3050
o o° 0 0 0 0 0 0
00
0 0°
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
0°00
0 0
0 0 0
0 0
0 0 0 0 0 0 0 0 0 0
0 0
0 0 0
i
AND STRUCTURES AS REQUIRED PRIOR
1
N8,
T 150
SHALL APPLY.
TME USE OF A GAK3AGE GRINDER.
A GARBAGE GRINDER IS NOT
6'
•. 5,5" OUTLETS
;, 8• 1
2. PROVIDE INLET TEE OR BAFFLE WHERE
1.5'
15'
2' + 15'
1.5'
FACILITY.
9. EXITING INVERTS ARE TO BE CHECKED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION.
SLOPE OF PIPE EXCEEDS 0.06 FT./FT OR
!-
ANY FIELD CHANGES THAT MAY BE
35'
;:i BSC GROUP
349 Main Street, (RT. 28) Unit D
�ea b9� "•e o °�` 4°�gIN
PUMPED SYSTEM.
508 778 8919
PLAN VIEW
- LEACHING CHAMBERS
SEWAGE DISPOSAL
SYSTEM REPAIR
WITH
BOTTOM ON LEVEL
2
3. FIRST TWO FEET OF PIPE OUT OF DIST.
WEST YARMOUTH
MASSACHUSETTS
PREPARED FOR:
SCOTT BUCKLEY
P.O. BOX 1925
COTUIT, MA 02648
STABLE BASE
6" MIN. 3/4" TO
1 112" CRUSHED
BOX TO BE LAID LEVEL
COMP. DESIGN: K. HEALY
LOAM
& SEED DISTURBED AREAS
FIELD: D. GAZZOLO / N. MERCIER
FILE NO. 9283-SEP.DWG
DWG NO. 5850-01
CROSS-SECTION
S70NE BASE
4 ALL PIPE AND ETE
CONSTRUCTIONNECTIONS SHALL BE WATERTIIGHT.11111111777777777777,11114-111111111111111111177777777
3'
MAX.
COMPACTED FILL
36"1 1 MAXIMUM 12"MIN
MUM
h- 2
PLAN VIEW
LOT #52
N31'48'20"W
/ of `
f
NOTE, o 811 _
AREAS OF ADDITIONS THAT ARE '
LISTED AS (SLAB/CRAWL) HAVE THE tri
Z CRAWL SPACE FLOOR ABOVE THE 0
TOP OF THE LEACHING SYSTEM, 10.01
W
a p PROPOSED 8,2'x 35'
le - ^ LEACHING S.A.S.
RPOSED
to - / INSPEC ION PORT
PROPOSED 'D' BOX
„ I BULKHEAD PI�fIPOSED CO. 6 PROPOSED 1500
C 218, PPORCH o GALLON SEPTIC TANK
a
TP#1 24"
o PROP, 62 II I "i ADDITION \ \ BO
o, I ADDITION
m (FULL) (CRAWL/SLAB)
t GAS AS I \
i
I KITCHEN BATH I rn \
BED#3 O
BED#1
EXISTING 3
oW I I
PROP. BEDROOM DWELLING
ADDITION
v I I (CRAWL)
P
ua0i I �� I LIVING ROOM 3 m
Z I\ I BED#2 g O
/ r i
PORCH in I
CONCRETE STOOP 16.6
- - _ _.I W
W
W /
i o
\\ 011
\ Iso ti N
LOT #50 `,�
I M � LOT #48
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.o°
TO
30 „
„ 24
EFFEC.
DEPTH
o 0 0 0 0 0 0
0 0 0 0 00o° 00°0 000 0°0
HIGH 000 O
OS DENSITY p p
000 POLYETHYLENE O O
QDO p INFILTRATOR 3050 00 p
00 CHAMBER 0 0
3' LAYER
PEASTONE
GENERAL NOTES:
1. THIS PLAN IS FOR DESIGN AND
\\
FACILITY & THE BUILDING ADDITION ONLY.
CURRENT OWNER:
JOSEPH & ALICE SHERMAN
24" 50" 24"
3/4" - 1 1/2"
WASHED STONE
- 980
CROSS-SECTION OF CHAMBER
DESIGN CRITERIA:
PUMP, CRUSH AND REMOVE L O T #53 rDESIGN FLOW:
ALL EXISTING SEPTIC
COMPONENTS IN ACCORDANCE 3 BEDROOMS AT 110 G.P.B./D 330 G.P.D.
WITH TITLE S.
0A ; �' L❑T #49
I
° I I WORK MUST
,{r��CpONF�O(FRIlIA�TO ALL TMIM
AND REGLILAIIViS
POST & RAIL FENCErn %G, 11/�
N31'48'20'W YARAOU" WATER DEPT I (Y',TE
94.0
oHw g0
_ OHW oFnv�_
- - - - - - - - - - - - 1•- _- _ _ - -L _ _ _ _ - ¢-wglEg MAIN _ _ I--'-� oHw oHw QHw
f�r-L _ OHw
------------ -W - - --
1 I t1 0F41q
GROUSEoaa� �yG of
LANE 1 .S BRIAN
a YERGATIAN
NIL FOD
1 y
2060 KIM 38M
-'
---------------------_ - - - - -- _ - _ -
1 � •pN _
a
FFSS� \ I/wA
rLol
r 013 I1
PLAN VIEW
SCALE: 1' = 10 FEET
0 5 10 20 FT,
REQUIRED SEPTIC TANK:
330 X 200% = 660 GAL.
SEPTIC TANK PROVIDED: = 1500 GAL.
SIZE OF LEACHING FACILITY REQUIRED:
DESIGN PERC. RATE: <2 MIN./ INCH
LONG TERM APPL. RATE 0,74 G.P.D/S.F.
330 GPD + 0,74 GPD/SF = 446 S.F.
SIZE OF LEACHING FACILITY PROVIDED:
USE HIGH DENSITY POLYETHYLENE
LEACHING CHAMBERS(4 UNITS) 8,17'X2'X35'
SIDEWALL = 2(8,17'+35') X 2' = 172,68
BOTTOM = 8,17' X 35' = 285,95
_-- 458,6S,F,
458.6 S,F x 0,74 GPD/SF = 339GPD
LOCUS PLAN: NO SCALE
N
Q\
p LOCUS
BUCK ISLAND ROAD GROUSE LANE
3
4
3
REVISIONS
LOCUS
INFORMATION
2. 10/3/12 MODIFY ADD.
GENERAL NOTES:
1. THIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF THE SEWAGE DISPOSAL
FACILITY & THE BUILDING ADDITION ONLY.
CURRENT OWNER:
JOSEPH & ALICE SHERMAN
TITLE REFERENCE:
BOOK 1328, PAGE 65
PLAN REFERENCE:
L.C. PLAN 32827-A, SH -3
ASSESSORS MAP:
58
PARCEL:
396
ZONING DISTRICT:
R-25
SETBACKS:
FRONT 30'
IMPERVIOUS MATERIAL
SIDE 15'
CLEAN GRANULAR SAND, FREE FROM ORGANIC
REAR 20'
MINIMUM LOT SIZE:
25,000 S.F.
EXISTING LOT AREA:
9,3991 S.F.
EX. LOT COVERAGE:
1,306± S.F. (13.97.)
PROP. LOT COVERAGE:
1,896± S.F. (20.27)
OVERLAY DISTRICT:
NONE
NITROGEN SENSITIVE
MATERIAL MEETS EACH OF THE FOLLOWING
ZONE:
NOT A ZONE II
FEMA FLOOD
10%100% MUST PASS #50 SIEVE
ZONE DISTRICT-
"C" DATED 6/17/1986
LE SIZE)
0.15 trimPASS
PANEL #250015 0004 C
LOCUS PLAN: NO SCALE
N
Q\
p LOCUS
BUCK ISLAND ROAD GROUSE LANE
3
4
3
REVISIONS
NO. DATE DESCRIPTION
1. 11/1/07 REDUCE ADD.
2. 10/3/12 MODIFY ADD.
GENERAL NOTES:
1. THIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF THE SEWAGE DISPOSAL
FACILITY & THE BUILDING ADDITION 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. WITHIN LIMIT OF EXCAVATION REMOVE
ALL TOPSOIL, SUBSOIL AND OTHER
IMPERVIOUS MATERIAL
6. REPLACE ALL EXCAVATED MATERIAL WITH
CLEAN GRANULAR SAND, FREE FROM ORGANIC
MATERIAL AND DELETERIOUS SUBSTANCES
MIXTURES AND LAYERS OF DIFFERENT CLASSES
OF SOIL SHALL NOT BE USED. THE FILL SHALL
NOT CONTAIN ANY MATERIAL LARGER THAN
TWO INCHES. A SIEVE ANALYSIS, USING A #4
SIEVE, SHALL BE PERFORMED ON A
REPRESENTATIVE SAMPLE OF FILL UP TO 45%
BY WEIGHT OF THE FILL SAMPLE MAY BE
RETAINED ON THE #4 SIEVE. SIEVE ANALYSES
ALSO SHALL BE PERFORMED ON THE FRACTION
OF FILL SAMPLE PASSING THE #4 SIEVE, SUCH
ANALYSES MUST DEMONSTRATE THAT THE
MATERIAL MEETS EACH OF THE FOLLOWING
SPECIFICATIONS:
100% MUST PASS #4 SIEVE
(4.75 mm EFFECTIVE PARTICLE SIZE)
10%100% MUST PASS #50 SIEVE
(0.30 mm EFFECTIVE PARTICLE SIZE)
O%-20% MUST PASS #100 SIEVE
LE SIZE)
0.15 trimPASS
0%(-5% MUST 0 SREVEE
(0.075 mm EFFECTIVE PARTICLE SIZE)
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAWINGS ARE APPROXIMATE.
THE CONTRACTOR SHALL BE RESPON-
SIBLE FOR PROPERLY LOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY WITH DIG -SAFE
AND THE APPLICABLE UTILITY
COMPANY AND 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 SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTILITIES
TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL VERIFY SIZE,
LOCATION AND INVERTS OF UTILITIES
AND STRUCTURES AS REQUIRED PRIOR
TO THE START OF CONSTRUCTION.
N8,
Tr+IS SYSTEM IS NOT DESIGNED FOR
TME USE OF A GAK3AGE GRINDER.
A GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING
FACILITY.
9. EXITING INVERTS ARE TO BE CHECKED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION.
CONFIRM LOCATION & NUMBER OF INVERTS.
0. THE ENGINEER IS TO BE NOTIFIED OF
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
;:i BSC GROUP
349 Main Street, (RT. 28) Unit D
W. Yarmouth Massachusetts
02673
508 778 8919
PROJECT TITLE:
DESIGN FOR
SEWAGE DISPOSAL
SYSTEM REPAIR
WITH
BUILDING ADDITION
#8
GROUSE LANE
WEST YARMOUTH
MASSACHUSETTS
PREPARED FOR:
SCOTT BUCKLEY
P.O. BOX 1925
COTUIT, MA 02648
SCOTT.WB®LI VE. COM
(508) 367-2530
DATE: OCTOBER 11, 2007
COMP. DESIGN: K. HEALY
CHECK: M. DIBB
DRAWN: K. HEALY
FIELD: D. GAZZOLO / N. MERCIER
FILE NO. 9283-SEP.DWG
DWG NO. 5850-01
SHEET 1 OF 1
JOB NO. 4-9283.00