HomeMy WebLinkAbout17 Aunt Ediths Road - Sewage Disposasl Plan 2SOIL TEST PIT DATA:
TEST PIT - #1
GRD. EL. 11.4
EST. HIGH GW. 2.8
A
LOAMY SAND
10YR 4/2
LOAMY SAND
10YR 4/6
EL = 8.7
70"
FINE CSAND
10YR 8/2
MEDCSAND
10YR 7/4
0
32"
98"
102"
EL = 1.0
DATE:
SEPT. 1, 2005
TEST BY.
THE BSC GROUP, INC.
WITNESSED BY:
AMY VON HONE, R.S.
PERC. RATE:
2 MIN./INCH
SOIL EVALUATOR
MARK DIBB, P.E.
SOIL CLASS:
SEPTEMBER 1, 2005
HIGH GROUNDWATER COMPUTATION
(BASED ON TP#1)
DEPTH TO WATER 10.4
INDEX WELL MIW-29
WATER LEVEL RANGE ZONE A
CURRENT DEPTHOINDEX WELL(8/05) 8.4
WATER LEVEL ADJUSTMENT 1.8
DEPTH TO ADJUSTED HIGH WATER 8.6
INDICATES
_g- ESTIMATED
SEASONAL HIGH
GROUND WATER
INDICATES
_SL OBSERVED
GROUND WATER
En
Vm INDICATES
DN PERC.
TEST
EINDICATES
UNSUITABLE
MATERIAL
0.74 G.P.D./SQ.FT.
DATUM:
VERTICAL DATUM: NGVD
BENCH MARK SET: TOP OF FOUNDATION
ELEVATION 12.5
PROFILE: NOT TO SCALE
EL.= A FIRST PIPE LENGTH
TOP FOUNDATION CONCRETE COVERS TO WITHINTO BE SET LEVEL
EL. - 11.8 6" OF FINISHED GRADE. FOR MIN. 2'
FINISH GRADE
EL =? :.3-11.8
7 1,eVC SCH 40
�10110061wklffk�iIle
5 OUTLET>I I=F I
DIST. BOX 5 SEPARATION
SEPTIC TANK
IEST. HIGH GROUNDWATER
J
INVERT ELEVATIONS:
TOP OF FOUNDATION
12.5 A
m
x
4" INVERT AT BUILDING
10.85 B
SLEEVED
4" INVERT AT SEPTIC TANK (IN)
10.57 C
z
Z
4" INVERT AT SEPTIC TANK (OUT)
10.32 D
c'
4" INVERT AT DIST. BOX (IN)
10.00 E
0
0
4" INVERT AT DIST. BOX (OUT)
9.83 F
m
INVERTS AT LEACHING FACILITY:
13.6'
mZ
4" INVERT AT BEGINNING
PLAN REFERENCE:
PLAN BOOK 184, PAGE 131
OF LEACHING CHAMBER
9.80 G BREAKOUT
10.3
ELEVATION AT BOTTOM
PARCEL:-
98
OF LEACHING CHAMBER
7.80 H
RS -40
ADJUSTED
SETBACKS:
FRONT 30'
GROUNDWATER
2.80 J
SIDE 20'
OBSERVED GROUNDWATER
1.0
REAR 20'
VARIANCES REQUESTED:
•
40,000 S.F.
TOWN OF YARMOUTH:
EXISTING LOT AREA:
21,076± S.F.
TO ALLOW THE TOP OF FOUNDATION
TO BE 1.0'
ABOVE THE HIGH POINT
IN THE ROADWAY IN LIEU OF 2.0'.
THIS WOULD
ALLOW THE GARAGE
TO BE MAINTAINED.
ZONE:
NOT A ZONE II
TITLE 5:
FEMA FLOOD
AT TEL 1-888-344-7233. THE
TO ALLOW THE 4" PVC PIPE TO BE LESS THAN
10' TO THE WATER LINE.
THE SEWER LINE WILL BE 4' FROM
WHERE BOTH
LINES EXIT THE DWELLIN(
AND WILL BE SLEEVE FOR ITS ENTIRE LENGTH.
CONTRACTOR SHALL VERIFY SIZE.
FLOOR PLANS:
HITECTURAL PLANS
SEE ATTACHED ARC
SEPTIC TANK DETAIL: 1,500 GALLON DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL: NOT TO SCALE
"
NOT TO SCALE NO. OF OUTLETS rJ 4" PVC PIPE 15' - 1818
NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE :E
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. REMOVABLE 12" WALLS NOTES: °°O o0 0°° o0 0 00 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0
UNLESS UNDER PAVEMENT, DRIVES OR COVER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0°
TRAVELED WAYS, WHEREIN H-20 LOADING o 0 4 UNITS 00
SHALL APPLY. ;vr:v..+,a:.o..+.v v.... i •v.:: ' 2" PVC BARRKR 1. DIST. BOX TO WITHSTAND H-10 LOADING o
3. ALL PIPE CONNECTIONS AND CONCRETE T T UNLESS UNDER PAVEMENT, DRIVES OR oo O HIGH°DEN TTY O o 50" 12'
CONSTRUCTION SHALL BE WATERTIGHT. 2-24' DIA CONCRETE MANHOLES I TRAVELED WAYS WHEREIN H-20 LOADING 0
o POLYETH NE INA TRATOR 305 0
W METAL HANDLES BROUGHT 1 15" SHALL APPLY. 0 0
4. FILL ALL UNUSED KNOCKOUTS WITH 6 T o 00 0 0 00 0 0 0 0 0 0 0 0 0° 0 0 0 0 0° 0 0 0 0 0 0 0
T 6' OF FINISH GRADE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
MORTAR. TEE TO BE UNDER 12" MIN. 6' S,5' OUTLETS 8" 1 2• PROVIDE INLET TEE OR BAFFLE WHERE
M.H. OPENING SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR F - 35'
�3' �dan�°A�v 4 d ��a e�$aYb'd'a FI PUMPED SYSTEM. PLAN VIEW - LEACHING CHAMBERS
RAISE M.H W/. 2" 3. FIRST TWO FEET OF PIPE OUT OF DIST.
4' BOTTOM ON LEVEL LOAM &SEED DISTURBED AREAS
10'-6" SEWER BRICK STABLE BASE 6' MIN. 3/4" TO BOX TO BE LAID LEVEL
d: • ,<•e =.- `.•: 1 1 /2" CRUSHED
10'-0' Ec MORTAR CROSS-SECTION 4. ALL PIPE CONNECTIONS AND CONCRETE
NORMAL WATER LEVEL 12" STONE BASE CONSTRUCTION SHALL BE WATERTIGHT. 3' MAX. COMPACTED FILL 36" MAXIMUM 12"MINIM M
edT 3. - 1 ° 00 00 0 0000 00
00
PRECAST SEPTIC TANK C
10"1TINLET TEE � 5'-1"
DO O 5-2. 4'-6" ' 4'-0" MIN. •a Bow a 5'-8" 15 1/2'
5'-8" I LIQUID DEPTHET TEE J
0ON7BoW
d
PLAN VIEW
ddb'-. •08..: 0L 4: Od..: _a ..�: d:•add
_L Ito BOTTOM ON LEVEL STABLE BASE
6' MIN. 3/4' TO A dZ- �' CROSS-SECTION VIEW
1 1/2" STONE
RICHARD F. ZEOLI, TRUSTEE
ASSESSORS MAP 51
PARCEL 99
30 1/2'
PRECAST DIST.
BOX
T T
'7 1-/2'
PLAN VIEW
U.POLE
m
x
2 .6' -
GENERAL NOTES:
N
0
RI
z
Z
D
D.E.P TITLE 5 AND LOCAL BOARD
c'
O
.
0
0
vm
LOCATED WITHIN 150 FT. OF THE
m
;0InN
.
13.6'
mZ
00 Z
PLAN REFERENCE:
PLAN BOOK 184, PAGE 131
m N D
ASSESSORS MAP:
m
DEPTH
PARCEL:-
98
O>m
N � (n
ZONING DISTRICT.
RS -40
Ln
SETBACKS:
FRONT 30'
C
MATERIAL MEETS EACH OF THE FOLLOWING
SIDE 20'
100% MUST PASS #4 SIEVE
(4.75 mm EFFECTIVE PARTICLE SIZE)
REAR 20'
4-147
•
40,000 S.F.
ddb'-. •08..: 0L 4: Od..: _a ..�: d:•add
_L Ito BOTTOM ON LEVEL STABLE BASE
6' MIN. 3/4' TO A dZ- �' CROSS-SECTION VIEW
1 1/2" STONE
RICHARD F. ZEOLI, TRUSTEE
ASSESSORS MAP 51
PARCEL 99
30 1/2'
PRECAST DIST.
BOX
T T
'7 1-/2'
PLAN VIEW
CONCRETE I
BOUND
FOUND & rn HIGHPOINT ; 1
N55'16'10"E 131.07' HELD 0 IN ROAD 1
1 ^� EL. 11.4 I
EXISTING WIRE FENCE `` E) NG FENCE 0 X 1
� 1
Irn D I
\ .
20.1'
OCT 2 z 005 y` ` ►CD 1
! X
12
22,
MDSS-SECTION OF CHAMBER
DESIGN CRITERIA:
DESIGN FLOW.
4 BEDROOMS AT 110 G.P.B./D 440 G.P.D.
REQUIRED SEPTIC TANK:
440 X 200% = 880 GAL.
SEPTIC TANK PROVIDED: = 1500 GAL.
11.6 BULKHEAD''
LOT 6 /, \����1 1Z Q ISIZE OF LEACHING FACILITY REQUIRED:
21)076± S • F 12.3 DESIGN PERC. RATE: <2 MIN./ INCH
mII I I �, LONG TERM APPL. RATE 0,74 G.P.D/S.F.
00 (DO i... ...I
DECK
�\ / rnN I .. n 11;1: 440 GPD + 0.74 GPD/SF = 596 S.F.
\\\ \ I w :N I I v!
/ \ EXISTING GARAGE
TO 29 2' .. W I SIZE OF LEACHING FACILITY PROVIDED:
I I
SHED / / REMAIN USE HIGH DENSITY POLYETHYLENE
3 I /� 1 LEACHING CHAMBERS(4 UNITS) 12'X2'X35'
\\ I I O
24„ I SIDEkiaLL = 2(12'+351) X 2' = 188
\
TRIPLE / \\ / EXISTING I I BOTTOM = 12' X 35' = 420
)AK /�'�\ \\ GRAVEL I I I 608S.F,
DRIVEWAY 36"
\ y�'\ ♦\ < / OAK O I I::: 608 S,F x 0.74 GPD/SF = 449GPD
\ \ S 12.4 / I'
FULL \ \ X
FOUNDATION \\ \\ GAS
ATE
\\ 11.4'
39.9
EXISTING DWELLING/
S(E"0 M�AF S -i
T.O. FND. 12.5 NGVD // fir L/ ��( PROPOSED I
/ / ( 1 1500 GALLON
SEPTIC TANK I .
C \ 11.1 X
EXISTING ^\ // O / EXISTING S.A.S. \ I
DWELLING TO\ // LOO J TO BE PUMPED
24'1 I / \
\ BE REMOVED \ / CRUSHED & / \
i REMOVED FROMSITE IN
/
\ / ACCORDANCE 11...
PATIO \ / ! WITH TITLE 5 1 /
PROPOSED J ........
NEW DWELLING
y (PROPOSED
i° i 112'05 z 11 �O
(
18" 1P.RIMARY S.A.S
! I 1 I (*1 I
BEECH !! :1:1.� 1--� 1 .... w
1 ...
O 0� �1
0 p�a°° 1..
i�� L J 1 - • • - I
X 11.6 �, / / PROPOSED "D -BOX' • : 1 fL f Z ( . • • . ( 1
r -T ! I
:::: 1 I H of
k 1 P#1 ... I i I .... I:d MARK D. yGN
:: �Ve �)
•z 56.1' 1 1 1 1 ""
0 PROPOSED... 1 10 1 I 10.3' J No, s5s37
or 12'x35'
RESERVE
'L7
X 11.3
LIMITS OF EXCAVATION
U.POLE v"• SEE NOTES 5 & 6 11.1 X
-MHO 16.5' "
11.6
HEDGE LINE
S51.06'a W
U.POLE
_1. 9/26/05 ADD HIGH POINT
2 .6' -
GENERAL NOTES:
N
CONSTRUCTION OF THE SEWAGE
RI
z
W
I
D.E.P TITLE 5 AND LOCAL BOARD
OF HEALTH REGULATIONS.
L4
W
.
0
0
I
LOCATED WITHIN 150 FT. OF THE
DABNEY AMES DRAPER
ANY KNOWN WELLS PROPOSED WITHIN
13.6'
DEED BOOK 18841, PAGE 242
ALL TOPSOIL, SUBSOIL AND OTHER
PLAN REFERENCE:
PLAN BOOK 184, PAGE 131
CLEAN GRANULAR SAND, FREE FROM ORGANIC
ASSESSORS MAP:
51
DEPTH
PARCEL:-
98
SIEVE, SHALL BE PERFORMED ON A
ZONING DISTRICT.
RS -40
RETAINED ON THE #4 SIEVE. SIEVE ANALYSES
SETBACKS:
FRONT 30'
ANALYSES MUST DEMONSTRATE THAT THE
MATERIAL MEETS EACH OF THE FOLLOWING
SIDE 20'
100% MUST PASS #4 SIEVE
(4.75 mm EFFECTIVE PARTICLE SIZE)
REAR 20'
4-147
•
40,000 S.F.
0%-5% MUST PASS #200 SIEVE
EXISTING LOT AREA:
21,076± S.F.
IN THE DRAWINGS ARE APPROXIMATE.
PROP. LOT COVERAGE:
2,676± S.F. (12.77)
COORDINATING THE PROPOSED CON-
NITROGEN SENSITIVE
AND THE APPLICABLE UTILITY
CONCRETE I
BOUND
FOUND & rn HIGHPOINT ; 1
N55'16'10"E 131.07' HELD 0 IN ROAD 1
1 ^� EL. 11.4 I
EXISTING WIRE FENCE `` E) NG FENCE 0 X 1
� 1
Irn D I
\ .
20.1'
OCT 2 z 005 y` ` ►CD 1
! X
12
22,
MDSS-SECTION OF CHAMBER
DESIGN CRITERIA:
DESIGN FLOW.
4 BEDROOMS AT 110 G.P.B./D 440 G.P.D.
REQUIRED SEPTIC TANK:
440 X 200% = 880 GAL.
SEPTIC TANK PROVIDED: = 1500 GAL.
11.6 BULKHEAD''
LOT 6 /, \����1 1Z Q ISIZE OF LEACHING FACILITY REQUIRED:
21)076± S • F 12.3 DESIGN PERC. RATE: <2 MIN./ INCH
mII I I �, LONG TERM APPL. RATE 0,74 G.P.D/S.F.
00 (DO i... ...I
DECK
�\ / rnN I .. n 11;1: 440 GPD + 0.74 GPD/SF = 596 S.F.
\\\ \ I w :N I I v!
/ \ EXISTING GARAGE
TO 29 2' .. W I SIZE OF LEACHING FACILITY PROVIDED:
I I
SHED / / REMAIN USE HIGH DENSITY POLYETHYLENE
3 I /� 1 LEACHING CHAMBERS(4 UNITS) 12'X2'X35'
\\ I I O
24„ I SIDEkiaLL = 2(12'+351) X 2' = 188
\
TRIPLE / \\ / EXISTING I I BOTTOM = 12' X 35' = 420
)AK /�'�\ \\ GRAVEL I I I 608S.F,
DRIVEWAY 36"
\ y�'\ ♦\ < / OAK O I I::: 608 S,F x 0.74 GPD/SF = 449GPD
\ \ S 12.4 / I'
FULL \ \ X
FOUNDATION \\ \\ GAS
ATE
\\ 11.4'
39.9
EXISTING DWELLING/
S(E"0 M�AF S -i
T.O. FND. 12.5 NGVD // fir L/ ��( PROPOSED I
/ / ( 1 1500 GALLON
SEPTIC TANK I .
C \ 11.1 X
EXISTING ^\ // O / EXISTING S.A.S. \ I
DWELLING TO\ // LOO J TO BE PUMPED
24'1 I / \
\ BE REMOVED \ / CRUSHED & / \
i REMOVED FROMSITE IN
/
\ / ACCORDANCE 11...
PATIO \ / ! WITH TITLE 5 1 /
PROPOSED J ........
NEW DWELLING
y (PROPOSED
i° i 112'05 z 11 �O
(
18" 1P.RIMARY S.A.S
! I 1 I (*1 I
BEECH !! :1:1.� 1--� 1 .... w
1 ...
O 0� �1
0 p�a°° 1..
i�� L J 1 - • • - I
X 11.6 �, / / PROPOSED "D -BOX' • : 1 fL f Z ( . • • . ( 1
r -T ! I
:::: 1 I H of
k 1 P#1 ... I i I .... I:d MARK D. yGN
:: �Ve �)
•z 56.1' 1 1 1 1 ""
0 PROPOSED... 1 10 1 I 10.3' J No, s5s37
or 12'x35'
RESERVE
'L7
X 11.3
LIMITS OF EXCAVATION
U.POLE v"• SEE NOTES 5 & 6 11.1 X
-MHO 16.5' "
11.6
HEDGE LINE
S51.06'a W
U.POLE
rn
0
0
0
X 11.3
�9C
15" -PINE
15"PINE
MHO -----'-MHO -MHO
137.60'
- .-
��-•� .ft
- �i.;•i�L�.� � R 'fir'
PLAN
JOAN
ASSESSORSF. SLABINE SCALE: 1' 10 FEET
PARCEL 97 F 9.7 F
1 5 10 20
LOCUS INFORMATION
U.POLE
_1. 9/26/05 ADD HIGH POINT
2 .6' -
GENERAL NOTES:
N
CONSTRUCTION OF THE SEWAGE
RI
z
W
I
D.E.P TITLE 5 AND LOCAL BOARD
OF HEALTH REGULATIONS.
L4
W
.
0
0
I
LOCATED WITHIN 150 FT. OF THE
DABNEY AMES DRAPER
ANY KNOWN WELLS PROPOSED WITHIN
13.6'
U.POLE
rn
0
0
0
X 11.3
�9C
15" -PINE
15"PINE
MHO -----'-MHO -MHO
137.60'
- .-
��-•� .ft
- �i.;•i�L�.� � R 'fir'
PLAN
JOAN
ASSESSORSF. SLABINE SCALE: 1' 10 FEET
PARCEL 97 F 9.7 F
1 5 10 20
LOCUS INFORMATION
NO. DATE DESCRIPTION
_1. 9/26/05 ADD HIGH POINT
_2._. 10/20/05 RELOC. TANK
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
CURRENT OWNER:
ROY WILSCHUT &
4. THERE ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF THE
DABNEY AMES DRAPER
ANY KNOWN WELLS PROPOSED WITHIN
TITLE REFERENCE:
DEED BOOK 18841, PAGE 242
ALL TOPSOIL, SUBSOIL AND OTHER
PLAN REFERENCE:
PLAN BOOK 184, PAGE 131
CLEAN GRANULAR SAND, FREE FROM ORGANIC
ASSESSORS MAP:
51
OF SOIL SHALL NOT BE USED. THE FILL SHALL
PARCEL:-
98
SIEVE, SHALL BE PERFORMED ON A
ZONING DISTRICT.
RS -40
RETAINED ON THE #4 SIEVE. SIEVE ANALYSES
SETBACKS:
FRONT 30'
ANALYSES MUST DEMONSTRATE THAT THE
MATERIAL MEETS EACH OF THE FOLLOWING
SIDE 20'
100% MUST PASS #4 SIEVE
(4.75 mm EFFECTIVE PARTICLE SIZE)
REAR 20'
(0.30 mm EFFECTIVE PARTICLE SIZE)
MINIMUM LOT SIZE:
40,000 S.F.
0%-5% MUST PASS #200 SIEVE
EXISTING LOT AREA:
21,076± S.F.
IN THE DRAWINGS ARE APPROXIMATE.
PROP. LOT COVERAGE:
2,676± S.F. (12.77)
COORDINATING THE PROPOSED CON-
NITROGEN SENSITIVE
AND THE APPLICABLE UTILITY
COMPANY AND MAINTAINING THE
ZONE:
NOT A ZONE II
THE STATE OF MASSACHUSETTS
FEMA FLOOD
AT TEL 1-888-344-7233. THE
ENGINEER DOES NOT GUARANTEE
ZONE DISTRICT:
ZONE "B" & "A-11"
ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTILITIES
#250015 0004 C,
CONTRACTOR SHALL VERIFY SIZE.
LOCATION AND INVERTS OF UTILITIES
DATED 6/17/86
TO 74.r-- -" •T OF CONSTR'JCTIU'..
OVERLAY DISTRICT.
ADVISORY HISTORIC COMMISSION
THE USE OF A GARBAGE GRINDER.
N28
�zv/O j o m
3
10.4 ��
�co/)
10.5 �t
REVISIONS
NO. DATE DESCRIPTION
_1. 9/26/05 ADD HIGH POINT
_2._. 10/20/05 RELOC. TANK
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 #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)
0%-20% MUST PASS #100 SIEVE
(0.15 mm EFFECTIVE PARTICLE SIZE)
0%-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 74.r-- -" •T OF CONSTR'JCTIU'..
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. THE ENGINEER IS TO BE NOTIFIED OF
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
GI
6.1,1 1`'lalin Suer";, (RT. 28) fU>nu�t 6
Ui t"aTvnauth-
0267 s
50ffi 7`18 83'lig
PROJECT TITLE:
DESIGN FOR
SEWAGE DISPOSAL
SYSTEM
17
AUNT EDITH'S
ROAD
So. H
,�Y^/IAS
V�
PREPARED FOR:
NORTHERN HERITAGE BUILDERS
Mr. ROBERT MOORE
32 WIANNO AVENUE
OSTER VI LLE
MA 02655
(508) 428-1666
DATE: SEPTEMBER 9, 2005
COMP. DESIGN: K. HEALY
CHECK: M. DIBB
DRAWN: K. HEALY
FIELD: D. GAZZOLO / J. McCARTIN
FILE N0. 8796SEP1.DWG
DWG NO. 5603-02
SHEET 1 OF 1
JOB NO. 4-8796.01