HomeMy WebLinkAbout57 Evergreen Street - Sewage Disposal UpgradeSEPTIC TANK DETAIL: 1,500 GALLON
SOIL TEST PIT DATA: SEPTEMBER 21, Zoos
NOT TO SCALE
NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET . 4 OUTLET TEES -I BE CAST IRON,
TEST PIT _ #1- TEST PIT _ - REINFORCED CONCRETE. TEESSCHET 40 PVC OR CAST -IN-PLACE CONCRETE.
GRD. EL 98.7 GRD. EL. 99.5 TEES TO BE CENTERED UNDER MANHOLE COVER.
90.0 90.8 2 SEPTIC TANK TO WITHSTAND H-10 LOADING
EST. HIGH GW. EST. HIGH GW. UNLESS UNDER PAVEMENT, DRIVES OR
TRAVELED WAYS, WHEREIN H-20 LOADING
SHALL APPLY.
LOAMY SAND 3. ALL PIPE CONNECTIONS AND CONCRETE 2_24" DIA CONCRETE MANHOLES
FILL 10YR 4 1 12" HIGH GROUNDWATER COMPUTATION CONSTRUCTION SHALL BE WATERTIGHT. W/ METAL HANDLES BROUGHT
10" B BASED ON WFI 4. FILL ALL UNUSED KNOCKOUTS WITH TO e" OF FINISH GRADE
A/E LOAMY SAND MORTAR. TEE TO BE UNDER t •MIN,
LOAMY SAND , 1OYR 4 6 DEPTH TO WATER 9.8 M.H. OPENING
IOYR 4/1 36" INDEX WELL MIW-29
22" EL 96.5 WATER LEVEL RANGE ZONE A
13 CURRENT DEPTHOINDEX WELL(8/06) 7.3 RAISE M.H Wf►
LOAMY SAND WATER LEVEL ADJUSTMENT 1.t 10'-6" SEWER BRICK .:-'e-:•. _?.
YR .4 36" DEPTH TO ADJUSTED HIGH WATER 8.7 109_0• k MORTAR 12•
N MAL WATER L
EL = 95.7 3'
`• 10' 14'
C PRECAST SEPTIC TANK INLET TEE ?
C 58' MEDIUM SAND _ - _ :
MEDIUM SAND 1 OYR 7/4 O 5'-2' 4'-6' W-0' MIN. so mo a
TOYR 7/4 - - ? UQUID DEPTHiow nab
105" 105. 5'-e'
y N
118" 118` INDICATES `��!ci'i .::-:;v::x•:': :': %c:4'=
120" �_ ESTIMATED •` BOTTOM ON LEVET. STABLE BASE
EL = 88.7 120 EL = 89.5 SEASONAL HIGH PLAN VIEW 6" MIN. 3/4' TOr
GROUND WATER CROSS-SECTION VIEW
DATE: DATE' INDICATES 1 1/2' STONE
9/21/O6 9/21/06 OBSERVED
TEST BY- TEST BY- - GROUND WATER
THE BSC GROUP, INC. THE BSC GROUP, INC.
WITNESSED BY: WITNESSED BY: INDICATES
PHIL McGANN PHIL MCGANN KM
TEST
PERC. RATE: PERC. RATE:
_2_-MIN./INCH -7 MIN./INCH ® INDICATES
SOIL EVALUATOR UNSUITABLE
FILE COPY
REVISIONS
DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL: NOT TO SCALE NO. DATE DESCRIPTION
NO. OF OUTLETS: 5 4` PVC 17.0' -----�
FINISHED GRADE PIPE o ° o 0 0 0° 00 0 0° °o° °0°0 0° °o' °0 ° 0 0 0 0 0°0 0°00
Tf
COVER �--- 2' WALLS NOTES' o _ RISER O 0
1, DIST. BOX TO MAIHSTND H-10 LOADING o° O ° 56" 12'-10' GENERAL NOTES:
UNLESS UNDER PAVEMENT, DRIVES OR °
j o GALLON LEACHING DRYWELLS o i1 1. THIS PLN IS FOR DESIGN AG
TRAVELED WAYS WHEREIN H-20 LOADING 0000 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ::01
0 0° CONSTRUCTION OF THE SEWAGE
1 15. SHALL APPLY. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J DISPOSAL LCONSTRUCTION
FACILITY ONLY.
414 _w - T 24.0' 2. ALL CONSTRUCTION MENHODS AND
8' I 2 PROVIDE INLET TEE OR BAFFLE WHERE MATERIALS SHALL CONFORM TO MASS.
6' •. 5, OUTLETS 1 SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR PLAN MEW - LEACHING CHAMBERS D.E.P TITLE 5 AND LOCAL BOARD
OF HEALTH REGULATIONS.
' . -r PUMPED SYSTEM. 3, ALL PIPES LOCATED UNDER PAVEMENT
Y FI 3. FIRST TWO FEET OF PIPE OUT OF DIST. LOAM &SEED DISTURBED AREAS
4' BOTTOM ON LEVEL BOX TO BE WD LEVEL.. OR TRAVELED WAY SHALL BE SCHEDULE
TABLE BASE 8' MIN. 3/4" TO 40 OR EQUAL
CRUSHED 4. ALL PIPE CONNECTIONS AND CONCRETE 3' MAX. RISER OMPACTED FI 36' MAXIMUM,12'MINIMUM
4 ROSS -SECTION S7DNE BASE CONSTRUCTION SHALL BE WATERTIGHT. 4. THERE ARE NO KNOWN PRIVATE WELLS
W
000 3• uW� LOCATED WITHIN 150 FT. OF THE
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. yM O � � PEASTONE PROPOSED LEACHING FACILITY NOR
T Q 0 REMOVE ANY KNOWN WELLS PROPOSED WITHIN
* UNSUITABLE 150 OF ANY KNOWN LEACHING FACIUTY.
59_1•T 30 1/2' 34" 24� I= � M MATERIAL FOR 5. WITHIN UMIT OF EXCAVATION REMOVE
5'-s• DEPTHEFFECO O O O O V ALL AROUND ALL TOPSOIL SUBSOIL ND OTIIER
15 1/2' DElQOQOQOIMPERVIOUS MATERIAL
PR CAST DIST. 1 L REPLACE ALL EXCAVATED MATERIAL WITH
1 BOX 3/4' 1 1/2' GLEN GRANULAR SND. FREE FROM ORGANIC
ASSES
56" WASHED STONE MATERIAL AND DELETERIOUS SUBSTDIFFERENT
S.-
MIXTURES AND LAYERS OF DIFFERENT L SHALL
12'-10" OF SOIL SHALL NOT BE USED. THE FILL SHALL
NOT CONTAIN ANY MATERIAL LARGER THAN
CROSS-SECTION OF CHAMBER TWO INCHES. A SIEVE ANALYSIS USING A #4
K
PLAN REPRESENTATIVE N VIVE SAMPLE OF FILL UP TO 45%
BY WEIGHT OF THE FILL SAMPLE MAY BE
i
RETAINED ON THE /4 SIEVE. SIEVE ANALYSES
ALSO SHALL BE PERFORMED ON THE FRACTION
a
of FILL SAMPLE PASSING THE /4 SIEVE. SUCH
DESIGN CRITERIA.
ANALYSES MUST DEMONSTRATE THAT THE
MATERIAL MEETS EACH OF THE FOLLOWING
tN
sy9c
DESIGN FLOW:
SPECIFICATIONS:
tooz Musr PASS /4 SIEVE
(4.75 mm EFFECTIVE PARTICLE SIZE)
? MARK D. yc
3 BEDROOMS AT110G.P.B./D 330 G.P.D.
lO-tOO%MUST PASS #50 SIEVE
a DIBB
SIZE)
h2OX
u1
r
N0.45937
•0 9FQ Pio•
(0.15 mm EFFECTIVE PARTICLE SIZE)
07-5% MUST PASS #200 SIEVE
CL
m
FILE COPY
REVISIONS
DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL: NOT TO SCALE NO. DATE DESCRIPTION
NO. OF OUTLETS: 5 4` PVC 17.0' -----�
FINISHED GRADE PIPE o ° o 0 0 0° 00 0 0° °o° °0°0 0° °o' °0 ° 0 0 0 0 0°0 0°00
Tf
COVER �--- 2' WALLS NOTES' o _ RISER O 0
1, DIST. BOX TO MAIHSTND H-10 LOADING o° O ° 56" 12'-10' GENERAL NOTES:
UNLESS UNDER PAVEMENT, DRIVES OR °
j o GALLON LEACHING DRYWELLS o i1 1. THIS PLN IS FOR DESIGN AG
TRAVELED WAYS WHEREIN H-20 LOADING 0000 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ::01
0 0° CONSTRUCTION OF THE SEWAGE
1 15. SHALL APPLY. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J DISPOSAL LCONSTRUCTION
FACILITY ONLY.
414 _w - T 24.0' 2. ALL CONSTRUCTION MENHODS AND
8' I 2 PROVIDE INLET TEE OR BAFFLE WHERE MATERIALS SHALL CONFORM TO MASS.
6' •. 5, OUTLETS 1 SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR PLAN MEW - LEACHING CHAMBERS D.E.P TITLE 5 AND LOCAL BOARD
OF HEALTH REGULATIONS.
' . -r PUMPED SYSTEM. 3, ALL PIPES LOCATED UNDER PAVEMENT
Y FI 3. FIRST TWO FEET OF PIPE OUT OF DIST. LOAM &SEED DISTURBED AREAS
4' BOTTOM ON LEVEL BOX TO BE WD LEVEL.. OR TRAVELED WAY SHALL BE SCHEDULE
TABLE BASE 8' MIN. 3/4" TO 40 OR EQUAL
CRUSHED 4. ALL PIPE CONNECTIONS AND CONCRETE 3' MAX. RISER OMPACTED FI 36' MAXIMUM,12'MINIMUM
4 ROSS -SECTION S7DNE BASE CONSTRUCTION SHALL BE WATERTIGHT. 4. THERE ARE NO KNOWN PRIVATE WELLS
W
000 3• uW� LOCATED WITHIN 150 FT. OF THE
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. yM O � � PEASTONE PROPOSED LEACHING FACILITY NOR
T Q 0 REMOVE ANY KNOWN WELLS PROPOSED WITHIN
* UNSUITABLE 150 OF ANY KNOWN LEACHING FACIUTY.
59_1•T 30 1/2' 34" 24� I= � M MATERIAL FOR 5. WITHIN UMIT OF EXCAVATION REMOVE
5'-s• DEPTHEFFECO O O O O V ALL AROUND ALL TOPSOIL SUBSOIL ND OTIIER
15 1/2' DElQOQOQOIMPERVIOUS MATERIAL
PR CAST DIST. 1 L REPLACE ALL EXCAVATED MATERIAL WITH
1 BOX 3/4' 1 1/2' GLEN GRANULAR SND. FREE FROM ORGANIC
ASSES
56" WASHED STONE MATERIAL AND DELETERIOUS SUBSTDIFFERENT
S.-
MIXTURES AND LAYERS OF DIFFERENT L SHALL
12'-10" OF SOIL SHALL NOT BE USED. THE FILL SHALL
NOT CONTAIN ANY MATERIAL LARGER THAN
CROSS-SECTION OF CHAMBER TWO INCHES. A SIEVE ANALYSIS USING A #4
K
PLAN REPRESENTATIVE N VIVE SAMPLE OF FILL UP TO 45%
BY WEIGHT OF THE FILL SAMPLE MAY BE
SOIL EVALUATOR
MARK DIBB MARK DIBB MATERIAL - � � -'� � �S�or1aE�I REQUIRED SEPTIC TANK. - (0.075 mm EFFECTIVE PARTICLE SIZE)
SOIL CLASS: SOIL CLASS: - \ 330 X 200% 660 GAL. 7. EXISTING UTIUTIES WHERE SHOWN
IN THE DRAWINGS ARE APPROXIMATE.
t 1 \
SEPTIC TANK PROVIDED: 1500 AL. THE CONTRACTOR SHALL BE RESPON-
FND -� SLE FOR PROPERLY C AND
CB/DH
LT.A.R. L.T.A.R. CB/DISK f ?125/OG COORDINATING THE PROPOSEDOPOSEDCON-
0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. FND 98.1 x
SIZE OF LEACHING FACILITY REQUIRED: STRUCTION ACTIVITY WITH DIG -SAFE
UPL J AO' WAGE) <2 COMPANY ANDAND THE AUMAINTAINI G THE
f
(PUBLIC/ DESIGN PERC. RATE: MIN./ INCH EXISTING UTIUTY SYSTEM IN SERVICE.
DATUM: T / r DIG -SAFE SHALL BE NOTIFIED PER
J r 1 W -�� W -��-/ LONG TERM APPL RATE 0.74 G.P.D/S.F. THE STATE OF MASSACHUSETTS
VERTICAL DATUM: ASSUMED �A, lr� / -� W ® - STATUTE CHAPTER 82. SECTION 409
BENCH MARK SET: TOP OF CONCRETE BOUND ®NORTHEAST PROPERTY GR� jV 330 GPD + 0.74 GPD/SF 446 S.F. AT TEL 1-88S NOT 7233. THE
V�(� v[� W �� ENGI AC DOES NOT THAT AU
CORNER. ELEVATION 98.04. ,K` _� w �� w / l THEIR ACCURACY OR THAT ALL
W ��H o° SIZE OF LEACHING FACILITY PROVIDED: uRE SH N. SUBSURFACE STRUCTURES
W -� �� \ ; �� FANO g ARE SHOWN. LOCATIONS AND
X 1001 - �� POST AND RAIL ELEVATIONS OF UNDERGROUND UTIUTIES
PROFILE: NOT TO SCALE $� / USE <2) 500 GALLON C❑NC TAKEN FROM RECORD PLANS. THE
�� LEACHING CHAMBERS 12,83'X2'X24' CONTRACTOR SHALL VERIFY SIZE.
BENCH MARK:
EL=A ///''' FIRST PIPE LENGTH i- 1 82p840' E x984 TOP OF CONCRETE BOUND LOCAND STRUCTURES
AND INVERTS OF UTILITIES
TOP FOUNDATION CONCRETE OUW�S TO WITHIN / TO 6E SET LEVEL � '� I�`] ELEVATION 98.°4 (ASSUMED DATUM SIDEWALL 2(12.83+24.0') X c2' = 147.3 AND E START
AS REQUIRED PRIOR
EL=101.0 / V 6' OF FINISHED GRADE / FOR MIN. 2' FINISH GRADE i � G x987 �\ - TO THE START OF Ct'NS^ntiC..ON. I
__ BOTTOM 12.83' X 24' 307.9
I=C 1 5 OUTLET
'' DIST. BOX
SEPTIC TANK
INVERT ELEVATIONS:
TOP OF FOUNDATION 102.1 A
4" INVERT AT BUILDING 98.90 B
4" INVERT AT SEPTIC TANK (IN) 98.65 C
4" INVERT AT SEPTIC TANK (OUT) 98.40 D
4" INVERT AT DIST. BOX (IN) 98.02 E
4" INVERT AT DIST. BOX (OUT) 97,85i F
INVERTS AT LEACHING FACILITY:
" T BEGINNING
=1 100.0
4' PVC SCH 40
LEACHING CHAMBER
0== 0= 0 o c o c
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
H
5.0 SEPARATION
J I EST. HIGH GROUNDWATER
4 INVERT A
OF LEACHING CHAMBER 97.80 G BREAKOUT 98.3
ELEVATION AT BOTTOM 95,80 H
OF LEACHING CHAMBER
ADJUSTED 90.80 J
GROUNDWATER
89.7
OBSERVED GROUNDWATER
VARIANCES REQUESTED:
TITLE V: SECTION 15.211: (1) TO ALLOW THE SEWER LINE TO CROSS OVER
THE WATER SERVICE. SEWER LINE TO BE SLEEVED.
FLOOR PLANS
SEE ATTACHED:
LIMITS OF EXCAVATION 455S,F, 8. THIS SYSTEM IS NOT DESIGNED FOR
CB/DH ��
_ _ SEE NOTES 5 & 8 THE USE OF A GARBAGE GRINDER.
FND PROPOSED 6 / ` _
_ 455 S.F x 0.74 GPD/SF 336GPD A GARBAGE GRINDER IS NOT
CB/DISK ' �� �TI GALLON DBOX _ 1 RECOMMENDED DUE TO RECOGNIZED
Cf► EXISTINL� - 8.7 : I N ADVERSE IMPACTS TO THE LEACHING
FND 1 0 �BITUMINOU TP /1 w FACILITY.
` \pRIVEWAY� S ( PROPOSED 12.83x24.0' V
LEACHING S.A.S C 9. EXITING INVERTS ARE TO BE CHECKED BY
CTION
O �I' .. I �4 CONFIRMTHE rnLOCATIONACTOR P& NUMBER ORIOR TO F INVERTS.
IN tt TP/2 I PROPOSED PRIMARY 40'
\
PR SED ( I-- LEACHING AREA LOCUS INF0RMATI0N 0. THE ENGINEER IS TO BE NOTIFIED OF
RESSEERRVE r 1 _ . • _ ' / ANY FIELD CHANGES THAT MAY BE
X100. � LEA ING 10' _ O
L ARRFA S 1d MIN. • . _ REQUIRED.
f \
CURRENT OWNER: JAMES do PHYLLIS HANAGAN BSC GROUP
I _` TITLE REFERENCE: BOOK 13122, PAGE 39
1 \rg
,o
BAWL C� SLAB 98-3 o m PLAN REFERENCE: BOOK 88, PAGE 127 349 Main Street, (RT. 28) Unit D
SPA
��a c BERNADEIT/F cAMIRF ASSESSORS MAP: 34 W. Yarmouth Massachusetts
' x99.1 °Rc)EL � PARCEL 45 02673
s 6 5087788919
GRA`NL SPA CE SLAB 98.3
l � � kbU�E' � ZONING DISTRICT: R-25
\ RFIPOVED ASEMENT 5�8 94.3 SETBACKS: FRONT 30' PROJECT TITLE:
xt00.4 1 ,'�I 41� SIDE15'
I PR�dO HOUSE 9 REAR z°' DESIGN FOR
1 TOF5544f1� 102.1 ui _ (BULKHEADS
AE LOW LYING)
LESS IF
ff CD3., g4 PERZONING OFFICER. SEWAGE DISPOSAL
1h am MINIMUM LOT SIZE: 25,000 S.F. SYSTEM UPGRADE
94.3 7•
` { _._BASEMENT SLAB m dell EXISTING LOT AREA: 8,403tS.F.
rt
$. �o � NITROGEN SENSITIVE
w
11%
N� f ' - o x99.2 w ZONE: NOT IN A ZONE 11 57 f. e�
COMMUNITY CONNECTIONS INC. FEMA FLOOD 1 c
ASSESSORS MAP 34 I 7tGLG s2 "
,�P�B DECK 5.7 GJIZ ZONE DISTRICT: ZONE B SHOWN ON PANEL EVERGREEN S
�C 11 r ZL
PARCEL 46 as xt 54'x10' 250015 0006 D. 7/2/92
/ k JBE ` r=^ EXISTING COVERAGE: 1,179/8,403=14.0% So. YARMOUTH yr
\/ .�•+_ 54.0 N/F
(HOUSE, DECK, SHEDS)--IuIASSACHUSETT
JAMES J. Ac PHY1115 N. MNAGN
�w
ASSESSORPARS 34 PROPOSED COVERAGE: 2,052/8,40 =2, .4%v Be -It
11 er r r er.t
8.403tS.F. 45 (HOUSE. DECK)
MAXIMUM COVERAGE: 25%
\ �% ' PREPARED FOR:
X99.8 \ APPROXIMATE LOCATION fid,- e -� D,
OF EXISTING SEPTIC LOCUS PLAN: N❑ S
TO BE REMOVED CS LADD KAUTZ
CB/OH
x99.7 I CRAFTSBURY COMPANY INC.
CL EXISTING SHEDS Flr0 845 MAIN STREET, ROUTE 28
TO BE ' - SSS S. YARMOUTH, MA 02664
A00.31 St1ED 587QU'� W 82.x �+ oy� (508) 760-0500
srTN1^,
SED ET
HI 5�
CB/DH �_ r �1�� MARGARET JACOUES N `Mlu•OW
FND
` A SSORSS A34PARCEL 147 DATE: SEPTEMBER 25, 2006
28 EVERGRST, COMP. DESIGN: K. HEALY
EEN .�
3 CHECK: M. DIBB
PLAN VIEW Q `A DRAWN: P. HAGIST
LOCUS 4 ''
0'
v '8 FIELD: D. GAZZOLO / J. McCARTIN
SCALE: 1' 10 FEET
0 FILE NO. 9159-SP2.DWG
N/F
O 5 30 20 FT. ROBERT A. PAYNE i O DWG NO. 5754-01
ASSESSORS MAP 34 dSHEET OF
PARCEL 146 JOB NO. 4-9159.00 ' '
FIL ��'MrDy
RETAINED ON THE /4 SIEVE. SIEVE ANALYSES
ALSO SHALL BE PERFORMED ON THE FRACTION
of FILL SAMPLE PASSING THE /4 SIEVE. SUCH
DESIGN CRITERIA.
ANALYSES MUST DEMONSTRATE THAT THE
MATERIAL MEETS EACH OF THE FOLLOWING
tN
sy9c
DESIGN FLOW:
SPECIFICATIONS:
tooz Musr PASS /4 SIEVE
(4.75 mm EFFECTIVE PARTICLE SIZE)
? MARK D. yc
3 BEDROOMS AT110G.P.B./D 330 G.P.D.
lO-tOO%MUST PASS #50 SIEVE
a DIBB
SIZE)
h2OX
CIVIL H
0 MUST SS /100 SIEVE
N0.45937
•0 9FQ Pio•
(0.15 mm EFFECTIVE PARTICLE SIZE)
07-5% MUST PASS #200 SIEVE
SOIL EVALUATOR
MARK DIBB MARK DIBB MATERIAL - � � -'� � �S�or1aE�I REQUIRED SEPTIC TANK. - (0.075 mm EFFECTIVE PARTICLE SIZE)
SOIL CLASS: SOIL CLASS: - \ 330 X 200% 660 GAL. 7. EXISTING UTIUTIES WHERE SHOWN
IN THE DRAWINGS ARE APPROXIMATE.
t 1 \
SEPTIC TANK PROVIDED: 1500 AL. THE CONTRACTOR SHALL BE RESPON-
FND -� SLE FOR PROPERLY C AND
CB/DH
LT.A.R. L.T.A.R. CB/DISK f ?125/OG COORDINATING THE PROPOSEDOPOSEDCON-
0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. FND 98.1 x
SIZE OF LEACHING FACILITY REQUIRED: STRUCTION ACTIVITY WITH DIG -SAFE
UPL J AO' WAGE) <2 COMPANY ANDAND THE AUMAINTAINI G THE
f
(PUBLIC/ DESIGN PERC. RATE: MIN./ INCH EXISTING UTIUTY SYSTEM IN SERVICE.
DATUM: T / r DIG -SAFE SHALL BE NOTIFIED PER
J r 1 W -�� W -��-/ LONG TERM APPL RATE 0.74 G.P.D/S.F. THE STATE OF MASSACHUSETTS
VERTICAL DATUM: ASSUMED �A, lr� / -� W ® - STATUTE CHAPTER 82. SECTION 409
BENCH MARK SET: TOP OF CONCRETE BOUND ®NORTHEAST PROPERTY GR� jV 330 GPD + 0.74 GPD/SF 446 S.F. AT TEL 1-88S NOT 7233. THE
V�(� v[� W �� ENGI AC DOES NOT THAT AU
CORNER. ELEVATION 98.04. ,K` _� w �� w / l THEIR ACCURACY OR THAT ALL
W ��H o° SIZE OF LEACHING FACILITY PROVIDED: uRE SH N. SUBSURFACE STRUCTURES
W -� �� \ ; �� FANO g ARE SHOWN. LOCATIONS AND
X 1001 - �� POST AND RAIL ELEVATIONS OF UNDERGROUND UTIUTIES
PROFILE: NOT TO SCALE $� / USE <2) 500 GALLON C❑NC TAKEN FROM RECORD PLANS. THE
�� LEACHING CHAMBERS 12,83'X2'X24' CONTRACTOR SHALL VERIFY SIZE.
BENCH MARK:
EL=A ///''' FIRST PIPE LENGTH i- 1 82p840' E x984 TOP OF CONCRETE BOUND LOCAND STRUCTURES
AND INVERTS OF UTILITIES
TOP FOUNDATION CONCRETE OUW�S TO WITHIN / TO 6E SET LEVEL � '� I�`] ELEVATION 98.°4 (ASSUMED DATUM SIDEWALL 2(12.83+24.0') X c2' = 147.3 AND E START
AS REQUIRED PRIOR
EL=101.0 / V 6' OF FINISHED GRADE / FOR MIN. 2' FINISH GRADE i � G x987 �\ - TO THE START OF Ct'NS^ntiC..ON. I
__ BOTTOM 12.83' X 24' 307.9
I=C 1 5 OUTLET
'' DIST. BOX
SEPTIC TANK
INVERT ELEVATIONS:
TOP OF FOUNDATION 102.1 A
4" INVERT AT BUILDING 98.90 B
4" INVERT AT SEPTIC TANK (IN) 98.65 C
4" INVERT AT SEPTIC TANK (OUT) 98.40 D
4" INVERT AT DIST. BOX (IN) 98.02 E
4" INVERT AT DIST. BOX (OUT) 97,85i F
INVERTS AT LEACHING FACILITY:
" T BEGINNING
=1 100.0
4' PVC SCH 40
LEACHING CHAMBER
0== 0= 0 o c o c
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
H
5.0 SEPARATION
J I EST. HIGH GROUNDWATER
4 INVERT A
OF LEACHING CHAMBER 97.80 G BREAKOUT 98.3
ELEVATION AT BOTTOM 95,80 H
OF LEACHING CHAMBER
ADJUSTED 90.80 J
GROUNDWATER
89.7
OBSERVED GROUNDWATER
VARIANCES REQUESTED:
TITLE V: SECTION 15.211: (1) TO ALLOW THE SEWER LINE TO CROSS OVER
THE WATER SERVICE. SEWER LINE TO BE SLEEVED.
FLOOR PLANS
SEE ATTACHED:
LIMITS OF EXCAVATION 455S,F, 8. THIS SYSTEM IS NOT DESIGNED FOR
CB/DH ��
_ _ SEE NOTES 5 & 8 THE USE OF A GARBAGE GRINDER.
FND PROPOSED 6 / ` _
_ 455 S.F x 0.74 GPD/SF 336GPD A GARBAGE GRINDER IS NOT
CB/DISK ' �� �TI GALLON DBOX _ 1 RECOMMENDED DUE TO RECOGNIZED
Cf► EXISTINL� - 8.7 : I N ADVERSE IMPACTS TO THE LEACHING
FND 1 0 �BITUMINOU TP /1 w FACILITY.
` \pRIVEWAY� S ( PROPOSED 12.83x24.0' V
LEACHING S.A.S C 9. EXITING INVERTS ARE TO BE CHECKED BY
CTION
O �I' .. I �4 CONFIRMTHE rnLOCATIONACTOR P& NUMBER ORIOR TO F INVERTS.
IN tt TP/2 I PROPOSED PRIMARY 40'
\
PR SED ( I-- LEACHING AREA LOCUS INF0RMATI0N 0. THE ENGINEER IS TO BE NOTIFIED OF
RESSEERRVE r 1 _ . • _ ' / ANY FIELD CHANGES THAT MAY BE
X100. � LEA ING 10' _ O
L ARRFA S 1d MIN. • . _ REQUIRED.
f \
CURRENT OWNER: JAMES do PHYLLIS HANAGAN BSC GROUP
I _` TITLE REFERENCE: BOOK 13122, PAGE 39
1 \rg
,o
BAWL C� SLAB 98-3 o m PLAN REFERENCE: BOOK 88, PAGE 127 349 Main Street, (RT. 28) Unit D
SPA
��a c BERNADEIT/F cAMIRF ASSESSORS MAP: 34 W. Yarmouth Massachusetts
' x99.1 °Rc)EL � PARCEL 45 02673
s 6 5087788919
GRA`NL SPA CE SLAB 98.3
l � � kbU�E' � ZONING DISTRICT: R-25
\ RFIPOVED ASEMENT 5�8 94.3 SETBACKS: FRONT 30' PROJECT TITLE:
xt00.4 1 ,'�I 41� SIDE15'
I PR�dO HOUSE 9 REAR z°' DESIGN FOR
1 TOF5544f1� 102.1 ui _ (BULKHEADS
AE LOW LYING)
LESS IF
ff CD3., g4 PERZONING OFFICER. SEWAGE DISPOSAL
1h am MINIMUM LOT SIZE: 25,000 S.F. SYSTEM UPGRADE
94.3 7•
` { _._BASEMENT SLAB m dell EXISTING LOT AREA: 8,403tS.F.
rt
$. �o � NITROGEN SENSITIVE
w
11%
N� f ' - o x99.2 w ZONE: NOT IN A ZONE 11 57 f. e�
COMMUNITY CONNECTIONS INC. FEMA FLOOD 1 c
ASSESSORS MAP 34 I 7tGLG s2 "
,�P�B DECK 5.7 GJIZ ZONE DISTRICT: ZONE B SHOWN ON PANEL EVERGREEN S
�C 11 r ZL
PARCEL 46 as xt 54'x10' 250015 0006 D. 7/2/92
/ k JBE ` r=^ EXISTING COVERAGE: 1,179/8,403=14.0% So. YARMOUTH yr
\/ .�•+_ 54.0 N/F
(HOUSE, DECK, SHEDS)--IuIASSACHUSETT
JAMES J. Ac PHY1115 N. MNAGN
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ASSESSORPARS 34 PROPOSED COVERAGE: 2,052/8,40 =2, .4%v Be -It
11 er r r er.t
8.403tS.F. 45 (HOUSE. DECK)
MAXIMUM COVERAGE: 25%
\ �% ' PREPARED FOR:
X99.8 \ APPROXIMATE LOCATION fid,- e -� D,
OF EXISTING SEPTIC LOCUS PLAN: N❑ S
TO BE REMOVED CS LADD KAUTZ
CB/OH
x99.7 I CRAFTSBURY COMPANY INC.
CL EXISTING SHEDS Flr0 845 MAIN STREET, ROUTE 28
TO BE ' - SSS S. YARMOUTH, MA 02664
A00.31 St1ED 587QU'� W 82.x �+ oy� (508) 760-0500
srTN1^,
SED ET
HI 5�
CB/DH �_ r �1�� MARGARET JACOUES N `Mlu•OW
FND
` A SSORSS A34PARCEL 147 DATE: SEPTEMBER 25, 2006
28 EVERGRST, COMP. DESIGN: K. HEALY
EEN .�
3 CHECK: M. DIBB
PLAN VIEW Q `A DRAWN: P. HAGIST
LOCUS 4 ''
0'
v '8 FIELD: D. GAZZOLO / J. McCARTIN
SCALE: 1' 10 FEET
0 FILE NO. 9159-SP2.DWG
N/F
O 5 30 20 FT. ROBERT A. PAYNE i O DWG NO. 5754-01
ASSESSORS MAP 34 dSHEET OF
PARCEL 146 JOB NO. 4-9159.00 ' '
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