HomeMy WebLinkAbout94 Cranberry Lane Sewage DisposalSOIL TEST PIT DATA:
TEST PIT -#1L
GRD. EL. 91.0
EST. HIGH GW. 77.0
ii i
FIBRIC
LOAMY SAND
2.5Y 5/2
LOAMYB SAND
IOYR 5/8
C-1
LOAMY SAND
2.5Y 6/6
LOAMY SAND
2.5Y 6 3
EL = 85.0
92'1-
C -3
2"C-3
LOAMY FINE
SAND
2.5Y 6/6
NO G.WATER
EL = 77.0
AUGUST 25, 2005
DATUM:
VERTICAL DATUM: ASSUMED
BENCH MARK SET: HYDRANT TAG BOLT #336
ELEVATION 88.16
PROFILE: NOT TO SCALE
EL.= A
TOP FOUNDATION CONCRETE COVERS TO WITHIN
EL. -91.5 6" OF FINISHED GRADE.
SEPTIC TANK
INVERT ELEVATIONS:
5 OUTLET
DIST. BOX
INDICATES
_L ESTIMATED
SEASONAL HIGH
GROUND WATER
INDICATES
OBSERVED
GROUND WATER
INDICATES
PERC.
TEST
INDICATES
®
UNSUITABLE
MATERIAL
FIRST PIPE LENGTH
TO BE SET LEVEL
FOR MIN. 2'
FINISH GRADE
EL.=89.5-90.
4" PVC SCH 40 /--
7qqgAz
0 0 0 0
7.5' SEPARATION
EST. HIGH GROUNDWATER
J
TOP OF FOUNDATION
DATE:
A
8-25-05
6"
TEST BY:
4" INVERT AT SEPTIC TANK (IN)
RON CADALLAC
C
WITNESSED BY:
9
AMY VON HONE
4" INVERT AT DIST. BOX (IN)
PERC. RATE:
E
8 MIN./INCH
30"
SOIL EVALUATOR
INVERTS AT LEACHING FACILITY:
RON CADALLAC
BASE
SOIL CLASS:
�UNSUITABLE
1
60"
86.50
G BREAKOUT 87.0
L.T.A.R.
0.66 G.P.D./SQ.FT.
72"
84.50
AUGUST 25, 2005
DATUM:
VERTICAL DATUM: ASSUMED
BENCH MARK SET: HYDRANT TAG BOLT #336
ELEVATION 88.16
PROFILE: NOT TO SCALE
EL.= A
TOP FOUNDATION CONCRETE COVERS TO WITHIN
EL. -91.5 6" OF FINISHED GRADE.
SEPTIC TANK
INVERT ELEVATIONS:
5 OUTLET
DIST. BOX
INDICATES
_L ESTIMATED
SEASONAL HIGH
GROUND WATER
INDICATES
OBSERVED
GROUND WATER
INDICATES
PERC.
TEST
INDICATES
®
UNSUITABLE
MATERIAL
FIRST PIPE LENGTH
TO BE SET LEVEL
FOR MIN. 2'
FINISH GRADE
EL.=89.5-90.
4" PVC SCH 40 /--
7qqgAz
0 0 0 0
7.5' SEPARATION
EST. HIGH GROUNDWATER
J
TOP OF FOUNDATION
93.00
A
4" INVERT AT BUILDING
88.00
B
4" INVERT AT SEPTIC TANK (IN)
87.55
C
4" INVERT AT SEPTIC TANK (OUT)
87.30
D
4" INVERT AT DIST. BOX (IN)
86.80
E
4" INVERT AT DIST. BOX (OUT)
86.63
F
INVERTS AT LEACHING FACILITY:
STONE
BASE
4" INVERT AT BEGINNING
�UNSUITABLE
OF LEACHING CHAMBER
86.50
G BREAKOUT 87.0
ELEVATION AT BOTTOM
OF LEACHING CHAMBER
84.50
H
NO OBSERVED GROUNDWATER
34"
BOTTOM OF HOLE
77.0
J
VARIANCES REQUESTED:
NONE
FLOOR PLANS:
SEE ATTACHED
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.
2. SEPTIC 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
CONSTRUCTION SHALL BE WATERTIGHT. 2-24" DIA CONCRETE MANHOLES
4. FILL ALL UNUSED KNOCKOUTS WITH W/ METAL HANDLES BROUGHT
MORTAR. TO 6" OF FINISH GRADE
TEE TO BE UNDER F12* MIN.
M.H. OPENING -, nnuco
10'-6" RAISE M,H W L
SEWER BRICK
10'-0" & MORTAR
+ -NOR
__TL 3"
PRECAST SEPTIC TANK a 10"
e INLET TEE
DO(D5'-2-
4 _g• e
4'-0" MIN.
C 5-8- 5
Z LIQUID DEPTH
N :y
1
14"
eBD%
(G owma j
PLAN VIEW t ' BOTTOM ON LEVEL STABLE BASE
6" MIN. 3/4" TO 4'--,r4-W
1 1/2" STONE CROSS-SECTION VIEW
LOCUS PLAN: NO SCALE
DISTRIBUTION BOX DETAIL: NOT TO SCALE
NO. OF OUTLETS: 5
FINISHED GRADE
REMOVABLE
COVER
r- 3-
4'
5'-1"
5'-8" 15 1/2"
1
IOTTOM ON LEVEL
STABLE BASE
CROSS-SECTION
30 1
PRECAST DIST.
Box
71/2
PLAN VIEW
I-
2' WALLS
NOT
TO
IT
T
-
25.5'
-
1
PIPE
0
°
tbaa
T
q,
L 2"
" MIN.
6 3//4" TO
1
1/2" C1IUSHED
STONE
BASE
NOTES:
1. DIST. BOX TO WITHSTAND H-10 LOADING
UNLESS UNDER PAVEMENT, DRIVES OR
TRAVELED WAYS WHEREIN H-20 LOADING
SHALLAPPLY.
2. PROVIDE INLET TEE OR BAFFLE WHERE
SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR
IN PUMPED SYSTEM.
3. FIRST TWO FEET OF PIPE OUT OF DIST.
BOX TO BE LAID LEVEL.
4. ALL PIPE CONNECTIONS AND CONCRETE
CONSTRUCTION SHALL BE WATERTIGHT.
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.
LEACHING
DETAIL:
NOT
TO
SCALE
4" PVC
-
25.5'
-
PIPE
0
°
17777
0
00Oo°OO°77"
29.5
0
°
3 UNITSoc°0
o°°
0
°
17777
0
DISTURBED AREAS
°o
00
o°
1717777777777777777777
•••
�UNSUITABLE
,MAXI
MAXIMUM,12"MINIMUM
o
ING DRYWELLS
°
34"
ASTONE
o
0°00 0 000 °0
0 0° °o °°0 0000 00 000 00 0 0
00
00000
0°
0 °
o °
o
DRIFTW❑❑D LN,
LOCUS INFORMATION DESIGN CRITERIA.:
DESIGN FLOW:
ci
CURRENT OWNER: FRANCES MASON 3 BEDROOMS AT110G.P.B./D 330 G.P.D.
TITLE REFERENCE: DEED BOOK 20578, PAGE 178 REQUIRED SEPTIC TANK:
N 2 PLAN REFERENCE: PLAN BOOK 120, PAGE 119 330 X 200% = 660 GAL.
2 ASSESSORS MAP: 118 SEPTIC TANK PROVIDED: = 1500 GAL.
PARCEL: 78
SIZE OF LEACHING FACILITY REQUIRED
I= Q LOCUS ZONING DISTRICT: R-40
Q J SETBACKS: FRONT 30 DESIGN PERC. RATE: <2 MIN./ INCH
2 SIDE 20' LONG TERM APPL. RATE 0,66 G.P.D/S.F.
D REAR 20'
MINIMUM LOT SIZE: 40,000 S.F. 330 GPD + 0,66 GPD/SF = 500 S,F,
EXISTING LOT AREA: 25,151t S.F. SIZE OF LEACHING FACILITY PROVIDED
-)V PROPOSED LOT COVERAGE: 1,5181 S.F. (67.)
W. GREAT WESTERN ROAD OVERLAY DISTRICT- APD USE 500 GALLON
NITROGEN SENSITIVE LEACHING CHAMBERS(3 UNITS) 12',83X2'X29,5'
6
ZONE: NOT A ZONE II SIDEWALL = 2(12,133'+29,51) X 2' = 169.3
FEMA FLOOD BOTTOM 12,83' X 295' = 378,4
ZONE DISTRICT: "C" 7/2/1992 547S,F,
PANEL #250015 0002 D
547 S.F x 0.66 GPD/SF = 361GPD
3
S
BENCHMARK
HYDRANT TAG BOLT
ELEVATION 88.16
CO*&\HELb\ E \ `
FO
/4.4j
LOT 17
EXISTING SEPTIC COMPONENTS
TO BE PUMPED, CRUSHED &
;wvc REMOVED FROM SITE IN
ACCORDANCE WITH TITLE 5.
eo0
i l _Qj
93--
/ l / l/ 3 I l t f4? i } / \ II � � �/ / � � �) �• � s4 8g• \ � � � \ ,,,�.,, uyt' � ,.
11 l I
ro
/ v � EXISTINIG % (t)
/ /, MOBILE HOME-' II 7^ / / \ X45.4'
y
-145.I jw 1 1 I ���� LOT 16
y
92.2
CONCRETE BOUND Q �. \ f 5 =� / / rn ,�•w 111 } i
a FOUND TIPPED D �� :' / Np PROPOSED
3 BEDROOM 91.2
DWEWNG
\ _ T.O.F. 93.0 \\ N /i / /
PROPOSED
LIMITS OF �.�_ �` �� \ j
�''� 64 / \ 5.5'°°' i I
EXCAVATION S�3
3 SEE NOTES PROPOSED �0,1O"F "�� _ __ ` //co m
/ 5 AND 6 "D" BOX ` 1 I 1
PROPOSED \\ \ '/ ! I l 1 f )
12.83'x29.5' 2$.8' coo l t
LEACHING S.A.S. �r \ �// 0)• 1 I l�tNOFW
PROPOSED ` 24 i
2Ss
1500 GALLON \\ X29' _ -3:1--_ j I c
PLAN VIEW LOT 15 SEP11C TANKEXISTING ` \ TP#1 / !I
\ I c
SCALE: 1' = 20 FEET DWELLING TO BE REMOVED c�Q / 1 ,sTE
\ PROPOSED -
0 10 20 40 FT. \ NEW DWELLING
64'-2"x23'-8" `
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. 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 04
SIEVE, SHALL BE PERFORMED ON A
REPRESENTATIVE SAMPLE OF FILL. UP TO 457
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)
107,100% MUST PASS #50 SIEVE
(0.30 mm EFFECTIVE PARTICLE SIZE)
07.-207 MUST PASS #100 SIEVE
(0.15 mm EFFECTIVE PARTICLE SIZE)
07,5% MUST PASS #200 SIEVE
(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 1NE STA.^T... OF
B. 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 LEACHING
FACILITY.
9. EXITING INVERTS ARE TO BE CHECKED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION,
CONFIRM LOCATION & NUMBER OF INVERTS.
10. THE ENGINEER IS TO BE NOTIFIED OF
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
�✓ `� �...
349 Main Street, (RT. 28) Unit D
W. Yarmouth Massachusetts
02673
5087788 19
PROJECT TITLE:
DESIGN FOR
SEWAGE DISPOSAL
SYSTEM
REPAIR/UPGRADE
#94
CRANBERRY LANE
SOUTH YARMOUTH
MASSACHUSETTS
PREPARED FOR:
CRAFTSBURY COMPANY, INC.
LADD KAUTZ
845 MAIN STREET, ROUTE 28
SOUTH YARMOUTH, MA 02664
(508) 760-0500
DATE: AUGUST 23, 2006
COMP. DESIGN: K. HEALY
CHECK: M. DIBB
DRAWN: K. HEALY
FIELD: D. GAZZOLO / J. MCCARTIN
FILE NO. 9156-SEP.DWG
DWG N0, 5383-02
JOB NO.4-9156.00 SHEET 1 OF 1
29.5
17777
LOAM &
SEED
DISTURBED AREAS
3'
MAX.
1717777777777777777777
•••
�UNSUITABLE
,MAXI
MAXIMUM,12"MINIMUM
34"
ASTONE
EFFEC.
24"Ek
Cb
REMOVE"
t
0
MATERIAL •.DEPTH
ALL AROUND
0
'
• STONE
•
'•-SECTIONOF
DRIFTW❑❑D LN,
LOCUS INFORMATION DESIGN CRITERIA.:
DESIGN FLOW:
ci
CURRENT OWNER: FRANCES MASON 3 BEDROOMS AT110G.P.B./D 330 G.P.D.
TITLE REFERENCE: DEED BOOK 20578, PAGE 178 REQUIRED SEPTIC TANK:
N 2 PLAN REFERENCE: PLAN BOOK 120, PAGE 119 330 X 200% = 660 GAL.
2 ASSESSORS MAP: 118 SEPTIC TANK PROVIDED: = 1500 GAL.
PARCEL: 78
SIZE OF LEACHING FACILITY REQUIRED
I= Q LOCUS ZONING DISTRICT: R-40
Q J SETBACKS: FRONT 30 DESIGN PERC. RATE: <2 MIN./ INCH
2 SIDE 20' LONG TERM APPL. RATE 0,66 G.P.D/S.F.
D REAR 20'
MINIMUM LOT SIZE: 40,000 S.F. 330 GPD + 0,66 GPD/SF = 500 S,F,
EXISTING LOT AREA: 25,151t S.F. SIZE OF LEACHING FACILITY PROVIDED
-)V PROPOSED LOT COVERAGE: 1,5181 S.F. (67.)
W. GREAT WESTERN ROAD OVERLAY DISTRICT- APD USE 500 GALLON
NITROGEN SENSITIVE LEACHING CHAMBERS(3 UNITS) 12',83X2'X29,5'
6
ZONE: NOT A ZONE II SIDEWALL = 2(12,133'+29,51) X 2' = 169.3
FEMA FLOOD BOTTOM 12,83' X 295' = 378,4
ZONE DISTRICT: "C" 7/2/1992 547S,F,
PANEL #250015 0002 D
547 S.F x 0.66 GPD/SF = 361GPD
3
S
BENCHMARK
HYDRANT TAG BOLT
ELEVATION 88.16
CO*&\HELb\ E \ `
FO
/4.4j
LOT 17
EXISTING SEPTIC COMPONENTS
TO BE PUMPED, CRUSHED &
;wvc REMOVED FROM SITE IN
ACCORDANCE WITH TITLE 5.
eo0
i l _Qj
93--
/ l / l/ 3 I l t f4? i } / \ II � � �/ / � � �) �• � s4 8g• \ � � � \ ,,,�.,, uyt' � ,.
11 l I
ro
/ v � EXISTINIG % (t)
/ /, MOBILE HOME-' II 7^ / / \ X45.4'
y
-145.I jw 1 1 I ���� LOT 16
y
92.2
CONCRETE BOUND Q �. \ f 5 =� / / rn ,�•w 111 } i
a FOUND TIPPED D �� :' / Np PROPOSED
3 BEDROOM 91.2
DWEWNG
\ _ T.O.F. 93.0 \\ N /i / /
PROPOSED
LIMITS OF �.�_ �` �� \ j
�''� 64 / \ 5.5'°°' i I
EXCAVATION S�3
3 SEE NOTES PROPOSED �0,1O"F "�� _ __ ` //co m
/ 5 AND 6 "D" BOX ` 1 I 1
PROPOSED \\ \ '/ ! I l 1 f )
12.83'x29.5' 2$.8' coo l t
LEACHING S.A.S. �r \ �// 0)• 1 I l�tNOFW
PROPOSED ` 24 i
2Ss
1500 GALLON \\ X29' _ -3:1--_ j I c
PLAN VIEW LOT 15 SEP11C TANKEXISTING ` \ TP#1 / !I
\ I c
SCALE: 1' = 20 FEET DWELLING TO BE REMOVED c�Q / 1 ,sTE
\ PROPOSED -
0 10 20 40 FT. \ NEW DWELLING
64'-2"x23'-8" `
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. 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 04
SIEVE, SHALL BE PERFORMED ON A
REPRESENTATIVE SAMPLE OF FILL. UP TO 457
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)
107,100% MUST PASS #50 SIEVE
(0.30 mm EFFECTIVE PARTICLE SIZE)
07.-207 MUST PASS #100 SIEVE
(0.15 mm EFFECTIVE PARTICLE SIZE)
07,5% MUST PASS #200 SIEVE
(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 1NE STA.^T... OF
B. 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 LEACHING
FACILITY.
9. EXITING INVERTS ARE TO BE CHECKED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION,
CONFIRM LOCATION & NUMBER OF INVERTS.
10. THE ENGINEER IS TO BE NOTIFIED OF
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
�✓ `� �...
349 Main Street, (RT. 28) Unit D
W. Yarmouth Massachusetts
02673
5087788 19
PROJECT TITLE:
DESIGN FOR
SEWAGE DISPOSAL
SYSTEM
REPAIR/UPGRADE
#94
CRANBERRY LANE
SOUTH YARMOUTH
MASSACHUSETTS
PREPARED FOR:
CRAFTSBURY COMPANY, INC.
LADD KAUTZ
845 MAIN STREET, ROUTE 28
SOUTH YARMOUTH, MA 02664
(508) 760-0500
DATE: AUGUST 23, 2006
COMP. DESIGN: K. HEALY
CHECK: M. DIBB
DRAWN: K. HEALY
FIELD: D. GAZZOLO / J. MCCARTIN
FILE NO. 9156-SEP.DWG
DWG N0, 5383-02
JOB NO.4-9156.00 SHEET 1 OF 1