HomeMy WebLinkAbout109.50 - Sewage Disposal System Design-
DISR
EL = 87.8 "'"
: I
I
BOOK 9507, PAGE 128
e \ e a
�a BOTTOM ON LEVEL STABLE EASE ��a 3•
PLAN BOOK 120, PAGE 119
.i
WASHED STONE (NO FINES)
WITNESSED BY:
BATE:
INDICATES :
Y IBUON
TI
BOX
n17 All
T
ANY KNOWN WELLS PROPOSED WITHIN
SOIL TEST PIT DATA: 8/1/02 SEPTIC TANK DETAIL: 1,500 GALLON NOT To scALE LEACHING FIELD DETAIL.
NOT TO SCALE NO. OF OUTLETS 5
TEST PIT NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FlN"SHu D GRADE
GIRD. EL, 100.3 REINFORCED CONCRETE. TEES DT0HECENTERED UNDER MANHOLE
4PVC OR CAST -IN-PLACE N OVER. REMOVA 2" WALLS
EST. HIGH GW. 94.5 2. SEPTIC TANK TO WITHSTAND H-10 LOADING 0.E I-- COVER NOTES:`
FIH
LOAMY SAND
10YR 5/4
LOAMY SAND
10YR 5/6 r
EL = 96.9
FINE
ED $AND
2.5Y 6 4
84"
C-2
MEDIUM SAND
10 YR 4/6
TIGHT MED SAND
10Y 7/1
UNLESS UNDER PAVEMENT DRIVES OR ;
NOT TO SCALE
-36" MAX ,COVER
./ FINISHED GRADE
TRAVELED WAYS, WHEREIN H-20 LOADING 1. DIST. BOX TO WITHSTAND H-10 LOADING U^
HIGH GROUNDWATER COMPUTATION SHALL APPLY. _ :°"9' '° ' 'a""" 2" rrc ex
UNLESS UNDER PAVEMENT, DRIVES OR
24 3. ALL PIPE CONNECTIONS AND CONCRETE I TRAVELED WAYS WHEREIN H-20 LOADING q• PVC • •-�s �• - •+�•
(BASED ON TP#1) CONSTRUCTION MALL BE WATERTIGHT. 2-24' DIA CONCRETE MANHOLES sere e • e • a e e a4n PSR e�I( 40 gyC Sse (.OoS'o'r e e r
4. FILL ALL UNUSED KNOCKOUTS WITH W/ METAL HANDLES BROUGHT 1 -}- 15 SHALL APPLY. )a y�a°fi°�a9fe;-a° °tea°fi °'� ePa`lfer°tea°e°O °Pfe°4Oe`re'��
DEPTH TO WATER 11.7 MORTAR. TO 6" OF FINISH GRADE t } 8 2. PROVDE INLET TEE OR BAFFLE WHERE `i� �o G� Q
o r e a o a a `fl°�a`�e a o aa n °xeicaa e,. aea A.
30 6' 5,5' OUTLETS . 1 n L`
INDEX WELL AIW-247 TEE TO BE UNDER SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR �, ,:r_, ... �- •.
:AP ENDS _
6• VEM
----- 9 MIN. w. y� a Y , LEVEL BOTTOM
WATER LEVEL RANGE ZONE _�_ M.H. OPENING COVER ,a °< p:. eaea T- 36.5'
_ ;7 IN PUMPED SYSTEM.
Uad�Lti!C c `/ 3 - -
» CURRENT DEPTHONDEX WELL(7/02) X6.6 2" 3. FIRST TWO FEET OF PIPE OUT OF DIST.
40 WATER LEVEL ADJUSTMENT X5_9 RAISE M.H Wl__� 4" `- ' BOTTJ'.i G'1 LE.\�14• BOX TO BE LAID LEVEL
10'-6" SEWER BRICK s • - - STABS BASE 6" MIN. 3/4" TO PROFILE SEE OVERDIG NOTES 5 k 6
DEPTH TO ADJUSTED HIGH WATER X5_8_ e
10'_0" k MORTAR ' ` ' '` ' .� CROS-nCT10N i 1/2" CRUSHED 4. ALL PIPE CONNECTIONS AND CONCRETE
STONE BASE
NORMAL WATER LEVEL 12" CONSTRUCTION SHALL BE WATERTIGHT. 36" MAX. - 12" MIN. COVER
69" a`
PRECAST SEPTIC TANK 10" 14`
90" ?. INLET TEE :$ 4'-9"
C
1 1
I 5'-2" 4'-6` 5'-8•OT eDO ON 15 1/2
Z
I 1 PTH
1
0
` LIQUID DE
3 I
- as cor+rnoL
f )
5'-8" _
140 ! _�
INDICATES N
OBSERVED
BSE VED
5. FILL ALL UNUSED KNOCKOUTS VATH MORTAR.
2% MIN. FINISH GRADE / 4" MIN. LOAM & SEED
LOAM k SEED DISTURBED AREA �(
1D' MIN
,. •°ia`exe"d. aerda9e,
MIN. OF 1/8ca
6•
�,'� •c6yQ .ds�° "°�•Y/ o1ah '� a�' ^b.P ti+°ta�'SeF ai3'fya`�-`'°�!P� TO NE YdASHE
3/4" TO 1-1/2" DOUBLE'x:_'.�i�.� ti x� STONE
DESIGN CRITERIA:
DESIGN FLOW:
4 BEDROOMS AT110G.P.B./D 440 G.P.D.
REQUIRED SEPTIC TANK:
440 X 200% = 880 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.
440 GPD = 0,74 GPD/SF = 595 S.F.
SIZE OF LEACHING FACILITY PROVIDED:
EL.=102.3-102.1 00'1
REPLuIee P 4" PVC SCH a0 # y 0 E USE LEACHING FIELD
EXISTING - 3.
Cbz LEACHING FIELD / 1 l BOTTOM = 16,5' x 36,5' 602 S.F
SCH 4 4" PVC SCH 4 ;
0000000000000000000 . I
QB iaD„ I=G
0000000000000000000J i z 1679 602 S.F X 0.74 GPD/SF = 445 GPD
_._
DIST. BOX I=F o I• \tygY TOOKADEF
5 SEPARATION
SEPTIC TANKEST. HIGH GROUNDWATER
s ENC
EXISTING SEPTIC SYSTEM E
0 4 0 \ TO BE ABANDONED IN
`* o ACCORDANCE WITH TITLE V
s�
Oy LIMITS OF
K J 4ai �, 6G EXCAVATIONI
r iV PROPOSED
INVERT ELEVATIONS: + DECK SEE NOTES 5 & s
CB CB �
d 0 p ^ 1t f/ t Q
1 »f FC! » » / N ! fl O
TOP OF FOUNDATION 102.48 A CU D OX f,
i :.:.� Tp 85.0' / Q
4 INVERT AT BUILDING 101.03 + B RAISE EXISTING OUTLET 1 STOOP EXI5IIN` 1
G :•o�
100.2
4" INVERT. AT"SEPTIC TANK (IN) 100.77 C rte- / j N/F 2 STORY :.
`t PATRICIA SULLIVAN WOOD 1::
4„ INVERT AT SEPTIC TANK (OUT) 100.52 -' D s ASSESSORS MAP 109 HOUSE M
ai
4" INVERT AT DIST. BOX (IN) 100.40 E / o PARCEL 50 #42
„ o I LOT #6 TOF=102.48
4 INVERT AT DIST. BOX` OUT 100.23 F o Ex. INV=99.67
(OUT) _ � 19,3491 S.F. ` Q. ,. u•� - • .- r
/to
j PR. INV=101.03 (0 Q ..I
I:::;
INVERTS AT LEACHING FACILITY: _,
y 1 �� 1 t
BULKHEAD ...
4 INVERT AT BEGINNING i \ `....:: • :: .•.1 r
1
WF 4
- S
BREAKOUT 1 7 � .+ _ �..
OF LEACHING .FIELD 100.20 G.BRE KOU 00. j'�'� '! k4 � 1500 GAL. I
REMOVE /1
` „ tr/. RAIAI SEP.. TANK o ,�^'' �
E _ III,
m 4 INVERT AT END AS � � 18 PANE j -
fl,� A -
1 0 H ENT s\ �S VE
OF LEACHING FIELD 00. S 1'L_
m �J00• ., AN 6 MAPLE
o 10 OOK
10 / ! /
ELEVATION AT BOTTOM / : E .2-32,
99.5 J BENCHMARK
OF LEACHING FIELD
TOP OF FOUNDATION I /� O� I
ELEVATION 102.48 1 S4 74' ` 1 i / t G I
94.5 K\
ADJUSTED GROUNDWATER
OBSERVED GROUNDWATER 88.6
o
VARIANCES REQUESTED: _t T•#2
o Q
ARLENE M. THOMAS o o TOWN OF YARMOUTH
NONE ASSESSORS MAP 109 NASSESSORS MAP 109
PARCEL 51PARCEL 53 WF#1
•C:.' LISA A :••
MACDONALD
,_,. �. PLAN VIEW �! CIVIL
_- ,7,_40134
SCALE: i - 20' FEET
a
i
LOCUS INFORMATION
CURRENT OWNER:
EL = 87.8 "'"
_ UKUUNU WA I Lh' -
BOOK 9507, PAGE 128
e \ e a
�a BOTTOM ON LEVEL STABLE EASE ��a 3•
PLAN BOOK 120, PAGE 119
.i
WASHED STONE (NO FINES)
WITNESSED BY:
BATE:
INDICATES :
R-40
PLAN VIEW dr�a/�dzC�Y/r.�
N. 3/4-
FRONT 30'
7 1/2"
T
ANY KNOWN WELLS PROPOSED WITHIN
8/1/02
�_ ESTIMATED
40,000 S.F.
e" to
OTE CROSS-SECTION VIEW
19,349±S.F.
PERC. RATE:
PIAN V�EMr -
CROSS-SECTION
LOT PARTIALLY IN AZONE it.
ZONE:
SEASONAL HIGH
FEMA FLOOD
<2 MIN./INCH
ZONE DISTRICT:
"C", DATED 7/2/92
SIEVE </=6.0
PANEL #250015 0002 D
IN THE DRAVANGS ARE APPROXIMATE.
TEST BY:
GROUND WATER
COORDINATING THE PROPOSED CON-
INDICATES
AND THE APPLICABLE UTILITY
COMPANY AND MAINTAINING THE
DESIGN CRITERIA:
DESIGN FLOW:
4 BEDROOMS AT110G.P.B./D 440 G.P.D.
REQUIRED SEPTIC TANK:
440 X 200% = 880 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.
440 GPD = 0,74 GPD/SF = 595 S.F.
SIZE OF LEACHING FACILITY PROVIDED:
EL.=102.3-102.1 00'1
REPLuIee P 4" PVC SCH a0 # y 0 E USE LEACHING FIELD
EXISTING - 3.
Cbz LEACHING FIELD / 1 l BOTTOM = 16,5' x 36,5' 602 S.F
SCH 4 4" PVC SCH 4 ;
0000000000000000000 . I
QB iaD„ I=G
0000000000000000000J i z 1679 602 S.F X 0.74 GPD/SF = 445 GPD
_._
DIST. BOX I=F o I• \tygY TOOKADEF
5 SEPARATION
SEPTIC TANKEST. HIGH GROUNDWATER
s ENC
EXISTING SEPTIC SYSTEM E
0 4 0 \ TO BE ABANDONED IN
`* o ACCORDANCE WITH TITLE V
s�
Oy LIMITS OF
K J 4ai �, 6G EXCAVATIONI
r iV PROPOSED
INVERT ELEVATIONS: + DECK SEE NOTES 5 & s
CB CB �
d 0 p ^ 1t f/ t Q
1 »f FC! » » / N ! fl O
TOP OF FOUNDATION 102.48 A CU D OX f,
i :.:.� Tp 85.0' / Q
4 INVERT AT BUILDING 101.03 + B RAISE EXISTING OUTLET 1 STOOP EXI5IIN` 1
G :•o�
100.2
4" INVERT. AT"SEPTIC TANK (IN) 100.77 C rte- / j N/F 2 STORY :.
`t PATRICIA SULLIVAN WOOD 1::
4„ INVERT AT SEPTIC TANK (OUT) 100.52 -' D s ASSESSORS MAP 109 HOUSE M
ai
4" INVERT AT DIST. BOX (IN) 100.40 E / o PARCEL 50 #42
„ o I LOT #6 TOF=102.48
4 INVERT AT DIST. BOX` OUT 100.23 F o Ex. INV=99.67
(OUT) _ � 19,3491 S.F. ` Q. ,. u•� - • .- r
/to
j PR. INV=101.03 (0 Q ..I
I:::;
INVERTS AT LEACHING FACILITY: _,
y 1 �� 1 t
BULKHEAD ...
4 INVERT AT BEGINNING i \ `....:: • :: .•.1 r
1
WF 4
- S
BREAKOUT 1 7 � .+ _ �..
OF LEACHING .FIELD 100.20 G.BRE KOU 00. j'�'� '! k4 � 1500 GAL. I
REMOVE /1
` „ tr/. RAIAI SEP.. TANK o ,�^'' �
E _ III,
m 4 INVERT AT END AS � � 18 PANE j -
fl,� A -
1 0 H ENT s\ �S VE
OF LEACHING FIELD 00. S 1'L_
m �J00• ., AN 6 MAPLE
o 10 OOK
10 / ! /
ELEVATION AT BOTTOM / : E .2-32,
99.5 J BENCHMARK
OF LEACHING FIELD
TOP OF FOUNDATION I /� O� I
ELEVATION 102.48 1 S4 74' ` 1 i / t G I
94.5 K\
ADJUSTED GROUNDWATER
OBSERVED GROUNDWATER 88.6
o
VARIANCES REQUESTED: _t T•#2
o Q
ARLENE M. THOMAS o o TOWN OF YARMOUTH
NONE ASSESSORS MAP 109 NASSESSORS MAP 109
PARCEL 51PARCEL 53 WF#1
•C:.' LISA A :••
MACDONALD
,_,. �. PLAN VIEW �! CIVIL
_- ,7,_40134
SCALE: i - 20' FEET
a
i
LOCUS INFORMATION
CURRENT OWNER:
THE BSC GROUP, INC.
TITLE REFERENCE:
BOOK 9507, PAGE 128
PLAN REFERENCE:
PLAN BOOK 120, PAGE 119
ASSESSORS MAP:
109
WITNESSED BY:
Dog
INDICATES
R-40
SETBACKS:
FRONT 30'
LOCATED WITHIN 150 FT. OF THE
BRUCE MURPHY R.S.
ANY KNOWN WELLS PROPOSED WITHIN
REAR 20'
MINIMUM LOT SIZE:
40,000 S.F.
EX. TOTAL LOT AREA:
19,349±S.F.
PERC. RATE:
NO
TEST
LOT PARTIALLY IN AZONE it.
ZONE:
LEACHING AREA NOT A ZONE II
FEMA FLOOD
<2 MIN./INCH
ZONE DISTRICT:
"C", DATED 7/2/92
SIEVE </=6.0
PANEL #250015 0002 D
IN THE DRAVANGS ARE APPROXIMATE.
THE CONTRACTOR SHALL BE RESPON-
BLE FOR PROPERLY LOCATING AND
COORDINATING THE PROPOSED CON-
INDICATES
AND THE APPLICABLE UTILITY
COMPANY AND MAINTAINING THE
EXISTING UTILITY SYSTEM IN SERVICE.
DIG -SAFE SHALL BE NOTIFIED PER
SOIL EVALUATOR
STATUTE CHAPTER 82, SECTION 409
UNSUITABLE
ENGINEER DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
UTILITIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
CRAIG FIELD
TAKEN FROM RECORD PLANS. THE
MATERIAL
LOCATION AND INVERTS OF UTILITIES
i
TO THE START OF CONSTRUCTION.
SOIL CLASS:
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
1
THE ENGINEER IS TO BE NOTIFIED OF
ANY FIELD CHANCES THAT MAY BE.
REQUIRED.
C GkOUP
657 Main Street, (RT. 28) Unit 6
W. Yarmouth Massachusetts
L.T,A.R:
508 778 8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
#42
CRANBERRY LANE
0.74 G.P.D:/SO.FT.
MASSACHUSETTS
PREPARED FOR:
PATRICIA SULLIVAN
42 CRANBERRY LANE
S. YARMOUTH
MASSACHUSETTS
DATE: AUGUST 26, 2002
COMP./DESIGN: K. HEALY
CHECK: L. MccDONALD
DRAWN: P. HAGIST
N/F
FILE NO. 8427-SEP.DWG
DWG NO. 538,3-01
SHEET 1 OF 1
DATUM.
RAMOND A. SCICHILONE
_. ASSESSORS MAP 109
VERTICAL AT M. AS S LIMED
D U
PARCEL 49
w
O
�
w
�Z)
BENCH MARK SET: TOP OF FOUNDATION 102.48
- D]
UP o
/
' LU
PROFILE. NOT TO SCALE
I HIGH WOOD RETA'N!NG WALL z
/
TO BE PLACED AROUND TANK a
-
�_- A
TO MAINTAIN MINIMUM COVERAGE 10
TOP FOUNDATION 6
CONCRETE COVERS
_
EL. -102.0 SHED GRADE. iy
FIRST PIPE LENGTH
�
FOR MIN. 2'
FINISH GRAbE
f _
p
�r
� � /
I
OVER TANK BOW.=101.0±
TOW -102.0
S73. r
I
o
DESIGN CRITERIA:
DESIGN FLOW:
4 BEDROOMS AT110G.P.B./D 440 G.P.D.
REQUIRED SEPTIC TANK:
440 X 200% = 880 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.
440 GPD = 0,74 GPD/SF = 595 S.F.
SIZE OF LEACHING FACILITY PROVIDED:
EL.=102.3-102.1 00'1
REPLuIee P 4" PVC SCH a0 # y 0 E USE LEACHING FIELD
EXISTING - 3.
Cbz LEACHING FIELD / 1 l BOTTOM = 16,5' x 36,5' 602 S.F
SCH 4 4" PVC SCH 4 ;
0000000000000000000 . I
QB iaD„ I=G
0000000000000000000J i z 1679 602 S.F X 0.74 GPD/SF = 445 GPD
_._
DIST. BOX I=F o I• \tygY TOOKADEF
5 SEPARATION
SEPTIC TANKEST. HIGH GROUNDWATER
s ENC
EXISTING SEPTIC SYSTEM E
0 4 0 \ TO BE ABANDONED IN
`* o ACCORDANCE WITH TITLE V
s�
Oy LIMITS OF
K J 4ai �, 6G EXCAVATIONI
r iV PROPOSED
INVERT ELEVATIONS: + DECK SEE NOTES 5 & s
CB CB �
d 0 p ^ 1t f/ t Q
1 »f FC! » » / N ! fl O
TOP OF FOUNDATION 102.48 A CU D OX f,
i :.:.� Tp 85.0' / Q
4 INVERT AT BUILDING 101.03 + B RAISE EXISTING OUTLET 1 STOOP EXI5IIN` 1
G :•o�
100.2
4" INVERT. AT"SEPTIC TANK (IN) 100.77 C rte- / j N/F 2 STORY :.
`t PATRICIA SULLIVAN WOOD 1::
4„ INVERT AT SEPTIC TANK (OUT) 100.52 -' D s ASSESSORS MAP 109 HOUSE M
ai
4" INVERT AT DIST. BOX (IN) 100.40 E / o PARCEL 50 #42
„ o I LOT #6 TOF=102.48
4 INVERT AT DIST. BOX` OUT 100.23 F o Ex. INV=99.67
(OUT) _ � 19,3491 S.F. ` Q. ,. u•� - • .- r
/to
j PR. INV=101.03 (0 Q ..I
I:::;
INVERTS AT LEACHING FACILITY: _,
y 1 �� 1 t
BULKHEAD ...
4 INVERT AT BEGINNING i \ `....:: • :: .•.1 r
1
WF 4
- S
BREAKOUT 1 7 � .+ _ �..
OF LEACHING .FIELD 100.20 G.BRE KOU 00. j'�'� '! k4 � 1500 GAL. I
REMOVE /1
` „ tr/. RAIAI SEP.. TANK o ,�^'' �
E _ III,
m 4 INVERT AT END AS � � 18 PANE j -
fl,� A -
1 0 H ENT s\ �S VE
OF LEACHING FIELD 00. S 1'L_
m �J00• ., AN 6 MAPLE
o 10 OOK
10 / ! /
ELEVATION AT BOTTOM / : E .2-32,
99.5 J BENCHMARK
OF LEACHING FIELD
TOP OF FOUNDATION I /� O� I
ELEVATION 102.48 1 S4 74' ` 1 i / t G I
94.5 K\
ADJUSTED GROUNDWATER
OBSERVED GROUNDWATER 88.6
o
VARIANCES REQUESTED: _t T•#2
o Q
ARLENE M. THOMAS o o TOWN OF YARMOUTH
NONE ASSESSORS MAP 109 NASSESSORS MAP 109
PARCEL 51PARCEL 53 WF#1
•C:.' LISA A :••
MACDONALD
,_,. �. PLAN VIEW �! CIVIL
_- ,7,_40134
SCALE: i - 20' FEET
a
i
LOCUS INFORMATION
CURRENT OWNER:
PATRICIA SULLIVAN
TITLE REFERENCE:
BOOK 9507, PAGE 128
PLAN REFERENCE:
PLAN BOOK 120, PAGE 119
ASSESSORS MAP:
109
PARCEL:
50
ZONING DISTRICT:
R-40
SETBACKS:
FRONT 30'
LOCATED WITHIN 150 FT. OF THE
SIDE 20'
ANY KNOWN WELLS PROPOSED WITHIN
REAR 20'
MINIMUM LOT SIZE:
40,000 S.F.
EX. TOTAL LOT AREA:
19,349±S.F.
OVERLAY DISTRICT:
NO
NITROGEN SENSITIVE
LOT PARTIALLY IN AZONE it.
ZONE:
LEACHING AREA NOT A ZONE II
FEMA FLOOD
<5 % OF No. 4 SIEVE SHALL
ZONE DISTRICT:
"C", DATED 7/2/92
SIEVE </=6.0
PANEL #250015 0002 D
LOCUS PLAN: NO SCALE
F❑LLINS
POND
0
Z Z
vl
LOCUS
d DINAHS
POND
z
✓, GR. WESTERN RD,
6
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 WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS
CONFORMING TO THE FOLLOWNG
SIEVE ANALYSIS:
10% (MAX) BY WT. SHALL - -
PASS No. 50 SIEVE
<10 % OF No. 4 SIEVE SHALL
PASS No. 100
<5 % OF No. 4 SIEVE SHALL
PASS No. 200
UNIFORMITY COEFFICIENT 0 No, 4
SIEVE </=6.0
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAVANGS ARE APPROXIMATE.
THE CONTRACTOR SHALL BE RESPON-
BLE FOR PROPERLY LOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY WITH D!G-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.
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 LEACHING
FACILITY. -
9. EXITING INVERTS ARE TO BE CHECKED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION
THE ENGINEER IS TO BE NOTIFIED OF
ANY FIELD CHANCES THAT MAY BE.
REQUIRED.
C GkOUP
657 Main Street, (RT. 28) Unit 6
W. Yarmouth Massachusetts
02673
508 778 8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
#42
CRANBERRY LANE
SOUTH YARMOUTH
MASSACHUSETTS
PREPARED FOR:
PATRICIA SULLIVAN
42 CRANBERRY LANE
S. YARMOUTH
MASSACHUSETTS
DATE: AUGUST 26, 2002
COMP./DESIGN: K. HEALY
CHECK: L. MccDONALD
DRAWN: P. HAGIST
FIELD: D. GAZZOLO / J. MCCARTIN
FILE NO. 8427-SEP.DWG
DWG NO. 538,3-01
SHEET 1 OF 1
JOB NO. 4-8427.00