HomeMy WebLinkAbout143.112 - Sewage Design Plan (Copy 2)G
SOIL TEST
PIT DATA:
SEPTEMBER
29, 2005
TEST PIT #1
TEST PIT 42
TEST PIT
A3
GRD. EL. 82.8
GRD. EL. 84.4
GRD. EL.
85.3
•'
NA
i N A MIN./INCH
NA
I EST.
Will
EL = 75.3
LOAMY SAND
10YR 7/3
L_
90"
156"
EST. HIGH GW. EST. HIGH GW.
A
LOAMY SAND
10YR 3/2
LOAM B SAND
10YR 5/6
EL = 82.6
MEDIUMI SAND
10YR 7/4 52"
LOAMY2SAND
tOYR 7/4
COARSE SAND
10YR 7/3
FILL
EL = 73.4
COARSE SAND
10YR 7/3
132"
180"
DATE:
DATE:
9/29/05
9/29/05
TEST BY:
TEST BY:
THE BSC GROUP, INC.
THE BSC GROUP, INC.
WITNESSED BY:
WITNESSED BY:
AMY VON HONE
AMY VON HONE
PERC. RATE:
PERC. RATE:
i N A MIN./INCH
N/A MIN./INCH
SOIL EVALUATOR
SOIL EVALUATOR
MARK DIBB
MARK DIBB
SOIL CLASS:
SOIL CLASS:
1
1
L.T.A.R.
L.T.A.R.
0.74 G.P.D./SQ.FT.
0.74 G.P.D./SQ.FT.
TEST PIT #4
TEST PIT #6
GRD. EL. 84.6
GRD. EL. 82.5
EST. HIGH GW. NA
EST. HIGH GW. NO WATER TO 62
79.00
16"
FILL
EL = 82.6
A
LOAMY SAND
10YR 3/2 52"-
B
LOAMYSAND
10YR 5/6
MEDIUMI SAND
10YR 7/3
162"
168"
192"
EL = 69.1 186
ZONING DISTRICT: R-40 B-1
DATE:
DATE:
9/29/05
10/13/05
TEST BY:
TEST BY:
THE BSC GROUP, INC.
THE BSC GROUP, INC.
WITNESSED BY:
WITNESSED BY -
AMY VON HONE
BRUCE MURPHY
PERC. RATE:
PERC. RATE:N
N/A MIN./INCH
A MIN./INCH
SOIL EVALUATOR
SOIL EVALUATOR
MARK DIBB
MARK DIBB
16"
SEPTIC TANK DETAIL: 1,500 GALLON H-20 DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL: H--20 NOT TO SCALE
NOT TO SCALE
N0. OF OUTLETS : 9 � 4,
5. INLET AND OUTLET TEES TO BE CAST IRON, 1 42.5
NO ITS: 1. SEPTIC TANK SHALL BE STEEL FINISHED GRADE 4" PVC
REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE.
2. SEPTIC TANK TO WITHSTAND H-20 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. PIPE
REMOVABLE 3" WALLS
3. ALL PIPE CONNECTIONS AND CONCRETE
COVER NOTES:
CONSTRUCTION SHALL BE WATERTIGHT. y;: ,+.,; 5^ 1. DIST. BOX TO WITHSTAND H-20 LOADING
4. FILL ALL UNUSED KNOCKOUT'S WITH PVC BARRIER 2. PROVIDE INLET TEE OR BAFFLE WHERE
MORTAR. W/ METAL HANDLES BROUGHT 2-24" DIA CONCRETE MANHOLES SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR
TO 6 OF FINISH GRADE "`111 4• T 20" IN PUMPED SYSTEM.
T56�
" 12'-10"
11
p• g' I 3. FIRST TWO FEET OF PIPE OUT OF DIST. 'r- 50.5
TEE To BE UNDER 6" 9,5' OUTLETS 1 PLAN VIEW - LEACHING CHAMBERS
M.H. OPENING 12" MIN. •. .• BOX TO BE LAID LEVEL.
OVER L .u... A -+, •...
O OY e4 OM1
�// /� � � -�/ 6 ed v�c� ��� e d1�4yo�°o �c'Eb�e L 4, RECOMMENDED MANUFACTURER-ROTONDO
32" 11'-0' RAISE M.H F6" BOTTOM ON'jE�L �/� 4" OR APPROVED EQUAL. - LOAM & SEED. DISTURBED AREAS
SEWER BRICK -.�:: ::� STABLE BASE 6" MIN. 3/4" TO 5. ALL PIPE CONNECTIONS AND CONCRETE
�•• 10'-0" & MORTAR 1 1/2" CRUSHED CONSTRUCTION SHALL BE WATERTIGHT. -77
NORMAL WATER LEVEL 12" CROSS-SE�3TION STONE BASE 3' MAX. COMPACTJ�Fl36" MAXIMUM,12"MINIMUM
6. FIT BREAKOUT BARRIER SNUG AROUNDPRECAST SEPTIC TANK 10" 3"14" " DnGB� SEAL.
D USE EPDXY RESIN FOR WATER „ 0Q°ppQ p p 3"LAYRPEASTONE
INLET TEE rS 5'_p^ O O C� O C� C� C� REMOVE
__30' 7. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 36 " 000 C� C� C� C� -_ 24 UNSUITABLE
O5-0" 4 -9' ` 6'-0" PRECAST DIST.4'-1' MIN. ao• BERo ori - IEFFEC. Q7 MATERIAL FOR
_ 30" BOX /'18" I DEPTH [y 0 C� � C� � C� 5' ALL AROUND
z = LIQUID DEPTH 1 scA? a j 1 C4�J
„ 6 -2" - DIAMETER
EL = 73.6 140 CLEANoor
_ _ c: I 56„ 3/4" - 1 1/2„
DATE: :��.::..i:"9,:; r :.:: _ e ,��::_F: s 1 WASHED STONE
9/29/05 ohpa BOTTOM ON LEVEL STABLE BASE �$a
PLAN VIEW 6" 12'-10"
TEST BY:.V///
s" MIN. 3/4' To CROSS-SECTION VIEW 22'-10'
THE BSC GROUP, INC. 1 1/2' STONE
WITNESSED BY:
AMY VON HONE
PERC. RATE:
3 MIN./INCH
SOIL EVALUATOR
MARK DIBB
SOIL CLASS:
1
L.T.A.R.
0.74 G.P.D./SQ.FT.
INDICATES
V_ ESTIMATED
SEASONAL HIGH
GROUND NATER
INDICATES
g OBSERVED
GROUND WATER
INDICATES
PERC.
TEST
INDICATES
UNSUITABLE
MATERIAL I
SOIL CLASS: SOIL CLASS:
1 1
L.T.A.R. L.T.A.R.
0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT.
DATUM:
VERTICAL DATUM: ASSUMED
BENCH MARK SET: HYDRANT TAG BOLT EL = 83.84
PROFILE: NOT TO SCALE ALL COMPONENTS H-20
FIRST PIPE LENGTH
TOP FOUNDATION
CONCRETE COVERS TO TO BE SET LEVEL
EL=85.2 FINISHED GRADE. FOR MW. 2' FINISH GRADE
r_ EL = 82.1.-80
:,: 4" PVC SCH 40 4" PVC SCH 40
a: 4" PVCq• gy/ •gy .D ��� B./ I 1 rnNrPr-6- 64AMRFR .<_ 1
I=C
50UTLET
DIST. BOX
I=F
1 H
17' SEPARATION
SEPTIC TANK { EST. HIGH GROUNDWATER I
-E i
MARK D.
DIBB
CIVIL
No.45937
,'/g/O S�
0
PLAN VI_lN CROSS-SECTION DF CHAMBER
k
o��o ` DESIGN CRITERIA:
/ gJG
HYD EXIS77MG IDESIGN FLOW:
BUILDING 8,490 S.F, OFFICE SPACE
75 GPD/1000 S.F, OFFICE SPACE
TOTAL FLOW = 637 G,P,D.
ZCIO REQUIRED SEPTIC TANK:
CB •0 637 X 200% = 1274 GAL.
SVeOV 9;/ SEPTIC TANK PROVIDED: = 1500 GAL.
PROPOSED
VENT
/ SIZE OF LEACHING FACILITY REQUIRED:
�y5 �. a11k $ ,
PI d6, / '.,'" -PROPOSED . ,
y DESIGN PERC. RATE: 3 MIN./ INCH
_ _ 50.5' X 12.8'
° _ 81 '� 2; � SOIL ABSORPTION
UP / c13 o� N�6 e9 SYSTEM / LONG TERM APPL. RATE 0.74 G.P.D/S.F.
- 2h 0 •_ EXlSTtNG
�� _' x$Zh surtDrNc / A 637 GPD 0.74 GPD/SF = 861 S.F,
D MH 0 O
14' DEAD
PINE, ayh6 �� �'�, SIZE OF LEACHING FACILITY PROVIDED:
USE PRE -CAST CONCRETE
LEACHING CHAMBERSCS UNITS) 12,8At= X50,°
/ Y
TION SYSTEM PROPOSED F T.- t? N SIDEWALL = 2(12.8'+50,5') X 2' = 253
-.. - `/-._ �/ 18'X' ,/(2) - - _ _ \ ! �
U LEAC PI TONE O c"j 1 ti' X
(F I
IN 0 0'
/. TEST 5
ROUN PIT
14" OAK ! PROPO D BO =7 O pA
GAS AN BO YS gfi8. 2k 1
T
WATER ERVI ES
RESERVE
UP ._ -- N OOry ` ' TESii •p, h -- INFILTRATION SYSTEM {2
O PIT DIRT P2 6
rn �6. >f7� 9k' PIT #4 W/(5) 6
42'X10' 'DIA.
�� 1 ROPOSED 1,500/ LEACH PITS, 2' STONE
TES 1 "i r� / r' C) $h 20 0y h GALLON SEPTIC F,P .AROUND
,Apos, d I INV IN=79 0
I
899 S.F.
899 S.F x 0.74 GPD/SF = 665 GPD
665 GPD PROVIDED > 637 GPD REQUIRED
PIT 5 �oy� B� 2 STORY OFFICE y1 Zai TANK �P BOT LP=74.1 LOCUS �� F Q I\ I V 111 1 � � N
\8490 F. OFFICE 5 /G00 BOT SYSTEM=72.
BUILbiNG gh9 h 5
C8
CURRENT OWNER: WESTSIDE REALTY TRUST
o ✓ °�� C8O��
\
J� TEST o. 1
TITLE REFERENCE: BOOK 10025, PAGE 135
PIT
PLAN REFERENCE: L.C. 38339-B
BOOK 206, PAGE 45
ck yh' ti FF=86.0 - \
TOF=85.87 ASSESSORS MAP: 143
oy•:
DIRT PrtE PARCEL: 112
/ r
\� A"`moo Ps /
oy >�
0TEST�
X1� 1 PIT 3
0 PROPOSED
ELECTRIC
SERVICE �\\
GUY
:= WIRE wo
'o
F
PLAN VIEW
\: �\
b
• •�
SCALE: 1° = 20 FEET
f g �
0 10 20 40 FT, y z� 30''
�`i
VARIANCES REQUESTED:
NONECP
�.-- � •-.� ��' 'oma $kgh
9
43
0
b p
Q��; s 5,
�� 9°
• bo�� G \: N\ ! 1A21
/Q\ LO 2
0� BENCHMARK N
G HYDRANT N. , WESTSIDE REALTY TRusr
• TAG BOLT ASSESSORS MAP 143
EL=91.65 PARCEL 112 cj
ASSUMED 44293tS.F. TOTAL 'A6
ZONING DISTRICT: R-40 B-1
GENERAL NOTES:
INVERT ELEVATIONS:
SETBACKS: FRONT 30' 30'
DISPOSAL FACILITY ONLY.
TOP OF FOUNDATION
85.87
A
4" INVERT AT BUILDING
83.00
B
4" INVERT AT SEPTIC TANK (IN)
82.50
C
4" INVERT AT SEPTIC TANK (OUT)
82.25
D
4" INVERT AT DIST. BOX (IN)
81.80
E
4" INVERT AT DIST. BOX (OUT)
81.63
F
INVERTS AT LEACHING FACILITY:
ZONE DISTRICT: 250015 0001 D DATED 7/2/92
NOT CONTAIN ANY MATERIAL LARGER THAN
\T BEGINNING
4", INVERT MING CHAMBER
81.00
G BREAKOUT 81.50
OF LEACPAT BOTTOM
PARTIAL: DISTRICT & ZONE II (PARTIALLY)
`INFILTRA
IG CHAMBER
79.00
K
ELEVATION iERVED DEPTH TP#6
LOCUS PLAN: NO SCALE
10%100% MUST PASS #50 SIEVE
LEACH
02.0
J
OF LEACHIN
(0.075 mm EFFECTIVE PARTICLE SIZE)
BUT
BOT SY
f PPPl �c lull' � at7
6,
O
SIBLE FOR PROPERLY LOCATING AND
MARK D.
DIBB
CIVIL
No.45937
,'/g/O S�
0
PLAN VI_lN CROSS-SECTION DF CHAMBER
k
o��o ` DESIGN CRITERIA:
/ gJG
HYD EXIS77MG IDESIGN FLOW:
BUILDING 8,490 S.F, OFFICE SPACE
75 GPD/1000 S.F, OFFICE SPACE
TOTAL FLOW = 637 G,P,D.
ZCIO REQUIRED SEPTIC TANK:
CB •0 637 X 200% = 1274 GAL.
SVeOV 9;/ SEPTIC TANK PROVIDED: = 1500 GAL.
PROPOSED
VENT
/ SIZE OF LEACHING FACILITY REQUIRED:
�y5 �. a11k $ ,
PI d6, / '.,'" -PROPOSED . ,
y DESIGN PERC. RATE: 3 MIN./ INCH
_ _ 50.5' X 12.8'
° _ 81 '� 2; � SOIL ABSORPTION
UP / c13 o� N�6 e9 SYSTEM / LONG TERM APPL. RATE 0.74 G.P.D/S.F.
- 2h 0 •_ EXlSTtNG
�� _' x$Zh surtDrNc / A 637 GPD 0.74 GPD/SF = 861 S.F,
D MH 0 O
14' DEAD
PINE, ayh6 �� �'�, SIZE OF LEACHING FACILITY PROVIDED:
USE PRE -CAST CONCRETE
LEACHING CHAMBERSCS UNITS) 12,8At= X50,°
/ Y
TION SYSTEM PROPOSED F T.- t? N SIDEWALL = 2(12.8'+50,5') X 2' = 253
-.. - `/-._ �/ 18'X' ,/(2) - - _ _ \ ! �
U LEAC PI TONE O c"j 1 ti' X
(F I
IN 0 0'
/. TEST 5
ROUN PIT
14" OAK ! PROPO D BO =7 O pA
GAS AN BO YS gfi8. 2k 1
T
WATER ERVI ES
RESERVE
UP ._ -- N OOry ` ' TESii •p, h -- INFILTRATION SYSTEM {2
O PIT DIRT P2 6
rn �6. >f7� 9k' PIT #4 W/(5) 6
42'X10' 'DIA.
�� 1 ROPOSED 1,500/ LEACH PITS, 2' STONE
TES 1 "i r� / r' C) $h 20 0y h GALLON SEPTIC F,P .AROUND
,Apos, d I INV IN=79 0
I
899 S.F.
899 S.F x 0.74 GPD/SF = 665 GPD
665 GPD PROVIDED > 637 GPD REQUIRED
PIT 5 �oy� B� 2 STORY OFFICE y1 Zai TANK �P BOT LP=74.1 LOCUS �� F Q I\ I V 111 1 � � N
\8490 F. OFFICE 5 /G00 BOT SYSTEM=72.
BUILbiNG gh9 h 5
C8
CURRENT OWNER: WESTSIDE REALTY TRUST
o ✓ °�� C8O��
\
J� TEST o. 1
TITLE REFERENCE: BOOK 10025, PAGE 135
PIT
PLAN REFERENCE: L.C. 38339-B
BOOK 206, PAGE 45
ck yh' ti FF=86.0 - \
TOF=85.87 ASSESSORS MAP: 143
oy•:
DIRT PrtE PARCEL: 112
/ r
\� A"`moo Ps /
oy >�
0TEST�
X1� 1 PIT 3
0 PROPOSED
ELECTRIC
SERVICE �\\
GUY
:= WIRE wo
'o
F
PLAN VIEW
\: �\
b
• •�
SCALE: 1° = 20 FEET
f g �
0 10 20 40 FT, y z� 30''
�`i
VARIANCES REQUESTED:
NONECP
�.-- � •-.� ��' 'oma $kgh
9
43
0
b p
Q��; s 5,
�� 9°
• bo�� G \: N\ ! 1A21
/Q\ LO 2
0� BENCHMARK N
G HYDRANT N. , WESTSIDE REALTY TRusr
• TAG BOLT ASSESSORS MAP 143
EL=91.65 PARCEL 112 cj
ASSUMED 44293tS.F. TOTAL 'A6
REVISIONS
ZONING DISTRICT: R-40 B-1
GENERAL NOTES:
1. THIS PLAN IS FOR DESIGN AND
SETBACKS: FRONT 30' 30'
DISPOSAL FACILITY ONLY.
2. ALL CONSTRUCTION METHODS AND
SIDE 20' 25'
S
OF HEALTH REGULATIONS,
REAR 20' 20'
UPL
°
40 OR EQUAL.
MINIMUM LOT SIZE: 40,000 S.F. 25,000 S.F.
LOCATED WITHIN 150 FT. OF THE
PROPOSED LEACHING FACILITY NOR
EXISTING TOTAL 44,293±S.F.
15V OF ANY KNOWN LEACHING FACILITY.
5. WITHIN LIMIT OF EXCAVATION REMOVE
LOT AREA:
IMPERVIOUS MATERIAL
6. REPLACE ALL EXCAVATED MATERIAL WITH
FEMA FLOOD ZONE "C" AS SHOWN ON PANEL
MATERIAL AND DELETERIOUS SUBSTANCES.
MIXTURES AND LAYERS OF DIFFERENT CLASSES
ZONE DISTRICT: 250015 0001 D DATED 7/2/92
NOT CONTAIN ANY MATERIAL LARGER THAN
TWO INCHES. A SIEVE ANALYSIS, USING A #4
OVERLAY DISTRICT: AQUIFER PROTECTION OVERLAY
REPRESENTATIVE SAMPLE OF FILL. UP TO 457
BY WEIGHT OF THE FILL SAMPLE MAY BE
PARTIAL: DISTRICT & ZONE II (PARTIALLY)
`INFILTRA
OF FILL SAMPLE PASSING THE #4 SIEVE, SUCH
ANALYSES MUST DEMONSTRATE THAT THE
MATERIAL MEETS EACH OF THE FOLLOWING
r 4
34'x1o'
LOCUS PLAN: NO SCALE
10%100% MUST PASS #50 SIEVE
LEACH
07-20% MUST PASS #100. SIEVE
Yarrloath Ite??�tpy j2erp2rtelent
E n. AROUNDy_
ILP
(0.075 mm EFFECTIVE PARTICLE SIZE)
BUT
BOT SY
f PPPl �c lull' � at7
6,
O
SIBLE FOR PROPERLY LOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY WITH DIG -SAFE
AND THE APPLICABLE UTILITY
COMPANY AND MAINTAINING THE
EXISTING UPUTY 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
x' LOCUS
LOCATION AND INVERTS OF UnUTIES
AND STRUCTURES' AS REQUIRED PRIOR'
N
8. THIS SYSTEM IS NOT DESIGNED FOR
THE USE OF A GARBAGE GRINDER.
A GARBAGE GRINDER 1S 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.
„y
657 Main Street, (RT. 28) Unit 6
W. Yarmouth Massachusetts
02673
r
�041kitRd<1Se-VIC.�
DESIGN FOR
SEWAGE DISPOSAL
SYSTEM
APACHE DRIVE
YARMOUTH PORT
MASSACHUSETTS
PREPARED FOR: '
PORTSIDE DEVELOPEMENT PARTNERS
C/0
�ipNta�!_
& RABER ARCHITECTS, INC.
203 WILLOW STREET
f�
DATE: DECEMBER 8, 2005
COMP./DESIGN: M. DIBB
CHECK: K. HEALY
DRAWN: M. DIBB
FIELD: D. GAZZOLO / J. McCARTIN
FILE NO. 8882-SEP.DWG
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.
O.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
15V 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 8E 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:
1007 MUST PASS #4 SIEVE
(4.75 mm EFFECTIVE PARTICLE SIZE)
10%100% MUST PASS #50 SIEVE
(0.30 mm EFFECTIVE PARTICLE SIZE)
07-20% MUST PASS #100. SIEVE
(0.15 mm EFFECTIVE PARTICLE SIZE)
07,57 MUST PASS #200 SIEVE
(0.075 mm EFFECTIVE PARTICLE SIZE)
7. EXISTING UllUnES 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 UPUTY 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 UnUTIES
AND STRUCTURES' AS REQUIRED PRIOR'
TO THE START. Off' CONSTRUCTION._ -
8. THIS SYSTEM IS NOT DESIGNED FOR
THE USE OF A GARBAGE GRINDER.
A GARBAGE GRINDER 1S 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.
„y
657 Main Street, (RT. 28) Unit 6
W. Yarmouth Massachusetts
02673
508 778 8919
PROJECT TITLE:
DESIGN FOR
SEWAGE DISPOSAL
SYSTEM
APACHE DRIVE
YARMOUTH PORT
MASSACHUSETTS
PREPARED FOR: '
PORTSIDE DEVELOPEMENT PARTNERS
C/0
BROWN, LINDQUIST, FENUCCIO
& RABER ARCHITECTS, INC.
203 WILLOW STREET
YARMOUTH PORT, MA 02675
DATE: DECEMBER 8, 2005
COMP./DESIGN: M. DIBB
CHECK: K. HEALY
DRAWN: M. DIBB
FIELD: D. GAZZOLO / J. McCARTIN
FILE NO. 8882-SEP.DWG
DWG NO. 5662-03
SHEET 1 OF 1
JOB NO.4-8882.00