HomeMy WebLinkAbout347 Great Island Road Sewage Disposal System RepairSOIL TEST PIT DATA: OCTOBER 20, 2004 SEPTIC TANK DETAIL: 1,500 GALLON DISTRIBUTION BOX DETAIL: NOT To SCALE LEACHING FIELD DETAIL: Nor ro sc REVISIONS
ALE NO. DATE DESCRIPTION
NOT TO SCALE N0. OF OUTLETS = 9
TEST PIT -5 NOTES: 1. SEPTIC TANK SHALLBE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON. FINISHED GRADE 38' MAX COVER 1 1/3/05 BOH LINER
GRD. EL. 7.5
HIGH GROUNDWATER COMPUTATION REINFORCED CONCRETE SCHm 40 PVC OR CAST -IN-PLACE
EST.
CONCRETE. .
DATE:
BASED ON NGVD 2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE 30 WALLS FINISHED GRADE
UNLESS UNDER PAVEMENT, DRIVES OR COVERNOTES:
10/20/04 TRAVELED WAYS, WHEREIN H-20 LOADING I
5" TEST BY: USE 2.5 NGVD SHALL APPLY. a: a.•+.': a..+, 7�....:w.:: 1 1. DIST. BOX TO WITHSTAND H-20 LOADING
USE 3.5 MLW DATUM 3. ALL PIPE CONNECTIONS AND CONCRETE T 2 PROVIDE INLET TEE OR BAFFLE WHERE 4• p� ..�• , �, ,� - - - -- _ AP ENDS
THE BSC GROUP. INC. CONSTRUCTION SHALL BE WATERTIGHT. 2-24' DIA CONCRETE MANHOLES I SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR • • • • . 4: • 40�C 005' T �"'
PER BOARD OF HEALTH 4. FILL ALL UNUSED KNOCKOUTS WITH W METAL HANDLES BROUGHT • IN PUMPED SYSTEM. WITNESSED BY: T8 8' OF FINISH GRADE �- 20 „ca + `y
• • • • e • • • • • sae •a• • • •a �, �"
10 DAVE FLAHERTY MORTAR. TEE TO BE UNDERF '&;A N. 8' 9.5" OUTLETS 8 3. FIRST Two FEET OF PIPE OUT OF DIST. 75�a 9t e
M.H. OPENINGI �.l GENERAL NOTES:
PERC. RATE: 3" L Box To BE LAID LEVET LEVEL BOTTOM
4. -2 MIN./INCH INDICATES Y a Hill L 4. RECOMMENDED MANUFACTURER-ROTONDO 29 1- THIS PLAN IS FOR DESIGN AND
ESTIMATED RAISE M.H W 4' 4- OR APPROVED EQUAL, 29' ON EACH SIDE - 58' TOTAL LENGTH CONSTRUCTION OF THE SEWAGE
SOIL EVALUATOR Z 10'-6' BOTTOM ON LEVEL
SEWER BRICK DISPOSAL FACILITY ONLY.
SEASONAL HIGH i • !. r:� .; STABLE BASE 8 MIN. 3/4' TO 5. ALL PIPE CONNECTIONS AND CONCRETE PROFILE 2 ALL CONSTRUCTION METHODS AND
CRAIG FIELD - GROUND WATER - 10'-0' do MORTAR CROSS-SECTION 1 1/2' CRUSHED CONSTRUCTK)N SHALL BE wATERngiT.
M 12 S E BASE MATERIALS SHALL CONFORM TO MASS.
SOIL CLASS: 'r 6 FlT BREAK
1 INDICATES
OBSERVED PRECAST SEPTIC TANK 10' 14'
GROUND WATER INLET TEE g•_�-
L.T.A.R. I 1Ec
0.74 G.P.D./SQ.FT. _ 5'-2•4-6INDICATES 4-0 MIN. p•� 5'-8
PERC. 5•_8• z LIQUID DEPTH T �: �•
TEST
�s _ 1
INDICATES BOTTOM ON LEVEL STABLE BAS e
UNSUITABLE
OUT BARRIER SNUG AROUNDD.E.P TITLE 5 AND LOCAL BOARD
D -BOX AND USE EPDXY RESIN FOR WATER 36" MAX. - 12' MIN. COVER OF HEALTH REGULATIONS.
TIGHT SEAL / 2X MIN. FINISH GRADE3. ALL PIPES LOCATED UNDER PAVEMENT
"
7. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. LOAM do SEED DISTURBED AR / 4' MIN. LOAM do SEED OR TRAVELED WAY SHALL BE SCHEDULE 40 OR EQUAL
;7�
4. THERE ARE NO KNOWN PRIVATE WELLS
� 8 LOCATED WITHIN 150 FT. OF THE
• • • PROPOSED LEACHING FACILITY NOR
6' J . ,u.,� • :� • -C2' MIN. OF 1/8' TO 11550' OFANYKNOWN LEEWN WELLS ACHHIINDGYFATMgILITY.
�y,,e d• . 1/2' WASHED STONE
3/4' TO 1-1/2• DOUBLE 5. WITHIN LIMIT OF EXCAVATION REMOVE
ALL TOPSOIL. SUBSOIL AND OTHER
VIEW b J WASHED STONE (NO FINES) ALL
MATERIAL
MATERIAL PLAN 6' MIN. 3/4' TO ' CROSS-SECTION VIEW MBS 1-80H 6. REPLACE WITH CLEAN WASHED SAND
1 1/2' STONE PLAN VIEW CROSS-SECTION OR OTHER CLEAN GRANULAR SAN
1 ' I _ CONFORMING TO THE FOLLOWING
OILS
N F SIEVE ANALYSIS:
DATUM � 1 ' �` �� I � JAMES L. MCGOVERN � ( 1Dx (MAX) BY W? SHALL
j
VERTICAL DATUM: MLW I r, + 1 I, ASSESSORS MAP 14 ///' I DESIGN CRITERIA: PASS No. 50 SIEVE
PARCEL 5 / / 40 X OF No. 4 SIEVE SHALL
t f / PASS No. 100
BENCH MARK USED: RM 24 EL.=9.74 MLW GLH WIRE DESIGN FLOW: c5 x OF No. 4 SIEVE SHALL.
RM 24 EL.=9.74 MLW t �j � , ` � I M i � I ( PASS No. 200
BENCH MARK SET: TOP OF CONC. BOUND N , / 3
~ / BEDROOMS AT LOOG.P.B./D 550 G.P.D. UNIFORMITY COEFFICIENT 0 No. 4
S 48'16' E 195.30' ^ 0 ao SIEVE </=6.0
NOTE: NGVD =MLW-1.00' - I I N BENCHMARK: 7. EXISTING UTILITIES WHERE SHOWN
ELECTRIC TOP OF CONCR BOUND FREQUIRED SEPTIC TANK: IN THE DRAWINGS ARE APPROXIMATE.
f METER _- IOwIr J ELEVATION 8.37 LW) '55550 X 200% = 1100 GAL. THE CONTRACTOR SHALL BE RESPON-
VARIANCES REQUESTED: 1 f- v SEPTIC TANK PROVIDED: = 15 AL. SIB<E FOR PROPERLY LOCATING AND
I I ++(Q� i \ COORDINATING THE PROPOSED CON -
TOWN OF YARMOUTH BOARD OF HE 1 t / I' 0 / 24.8' - / I I 1 STD CTION ACTIVITY
"TM WITH DIG -SAFE
HEALTH REG.
i \G f�'IPR NO ��. - - ' ` $- ( f / COMPANY AND MA�WTAINIIi G THE
G `AN �,P - CB/DH a I SIZE OF LEACHING FACILITY REQUIRED:
EXISTING UTILITY SYSTEM IN SERVICE.
TO ALLOW THE LEACHING SYSTEM TO BE �' DE wATERw Ys � ti �O---SE _ _ _
o FND z DESIGN PERC. RATE: -_ <2 MIN. INCH DIG- SHALL BE NOTIFIED PER
-I. P 1 p I / THE STATE OF MASSACHUSETTS
96' FROM MHW LINSE I I �A�N P� ��1 f J1----��" LONG TERM APPL RATE 0,74 G.P.D/S.F. STATUTE CHAPTER 82 SEC110N 409
y (D!}TED 05-E2-92) I , �- �I ' 3 AT TEL 1-888-344-7233. THE
�P�`i'� c
NOTE: ��, o y� I < I 1 ml a i -ni550 GPD + OJ4 GPD/SF = 744 S.F. THEIR ACCENGINEER URACY oR THAT ALL
1. 40 mil POYL LINER - 4 HIGH ALL AROUND
LEACHING AREA TO MEET BREAKOUT REQ.
2. SEE ATTACHED FLOOR PLANS
AVID J CRAIG A.
CRISPIN m ef FOLD
qyp No.38039
%two
if op,
�� Com' `�' �,•.-�
INVERT ELEVATIONS:
TOP OF FOUNDATION 11.53 A
4" INVERT AT BUILDING (8.32 EX.) 9.90 P)B
4" INVERT AT SEPTIC TANK (IN) 9.70 C
4" INVERT AT SEPTIC TANK (OUT) 9.45 D
4" INVERT AT DIST. BOX (IN) 9.34 E
4" INVERT AT DIST. BOX (OUT) 9.17 F
INVERTS AT LEACHING FACILITY:
4" INVERT AT BEGINNING
OF LEACHING FIELD 9.15 G
4" INVERT AT END
OF LEACHING FIELD 9.0 H
ELEVATION AT BOTTOM
OF LEACHING FIELD 8.5 J
ADJUSTED
GROUNDWATER (2.5 NGVD) MLW 3.5 K
OBSERVED
GROUNDWATER (1.6 NGVD) MLW 2.6
PROFILE: NOT TO SCALE FIRST PIPE LENGTH
TO BE SET LEVEL
EL- A
FOR MLN. 2'�
TOP FOUNDATION CONCRETE COVERS TO WITHIN
LL•�_ 6' OF FINISHED GRADE-,
I 5 OUTLET
SEPTIC TANK DIST. BOX
UTUTIES AND SUBSURFACE STRUCTURES
PIE RE I
c -4 SIZE OF LEACHING FACILITY PROVIDEASHOWN- LOCA71ONS AND
V) D: ( I m OI I TAKEN FROM RECORD PLANS. THE
ELEVATIONS OF UNDERGROUND UTES
CONTRACTOR SHALL VERIFY SIZE.
w 1 EXIST. I 'R VE AREA I ' + J4 GPI
BITUMINOUS = 4 1 .5 x52
I I a LOCATION AND INVERTS of ununes
INSTAL- NEW EJECTOR DRIVEWAY I �_ M I -_ AND STRUCTURES AS REQUIRED PRIOR
' f O lb I /GRINDER PUMP I / £� LEACHINGTO THE START OF CONSTRUCTION.
/ EXISTING 1 -5-1
eF` (<20 GPM) vnTIi
/ 16" FIRE ROLL ! 1 jA �F� ( Y FORCE MAIN 81 TI CONC 9.2 = 3' x 8' = 4 ,F a � ug OF A GARBAGE GRIINNDEFRR..
' USED T STABIUZ `F O I _SLAB 1 a I A GARBAGE GRINDER IS NOT
C� I /� _ - _ - - - 754 S.F X 0 74 SF/GPD = 558 GPD RECOMMENDED DUE TO RECOGNIZED
/ 1 ! ERODING INLAND BANK I 4L�. O - CRAWL isit/1VE4 I
t I I EXISP / I AOVLRSE IMPACTS TO THE LEACHING
25.6' I NG �NV;9.o STOOP I 0 t FACILITY.
I GAS CD I r y 9. EXITING INVERTS ARE TO BE CHECKED BY
p r If - -
FULL - T - - ETE 7 I 11 _ I THE CONTRACTOR PRIOR To CONSTRUCTION .
! 1 / I % \ THE ENGINEER IS TO BE NOTIFIED OF
l + / Q,I EXISTING -->z -� r p ANY FIELD CHANGES THAT MAY BE
LOCUS INFORMATION
a M/I UTILITY L :I 3 w REQUIRED.
9
� � I ROOM J: _ y
o j A L - - - - - 20. 0.3 rn ' I CURRENT OWNER: ROBERT E. GRIFFIN &
W f 0 11,8 11.8 JUDY M. ZEHENTNER
o� -� EXIST. ¢ o I rr a
I _ \ - SLIDER/ EXISTING 3 w I TITLE REFERENCE: CERT. #158001
_ /
[� f ooh Q c� + J 1 v o' > BREAKOUT OM w > 4 • - /
o I vI w Q 1 DWELLING I } > o �j a PLAN REFERENCE: L.C. 14426-H BSC
�(�T
U m o o mm' I \ EXISTING „ PANEL ::: I w '1 LS�,I �1�JV1
As m o \ J / 1 DECK MLW DATUM 11 0 �i 3 /
w -1 f � I � GETATED NE f TOF=11.5' STO P 20.9 > m :10 .O / p ASSESSORARCEL 44
"'r 1 ¢ I I 5.8 X I BASEMENT FF=5.6 ¢ O 1 -II <�, 6J! M8111 StlCCt, (1(T.28) Unit
! v i< I h � / ( EXISTING INV=8.3 F- :: .� ZONING DISTRICT: R-25 W Y Massadlusett5
! PROPOSED INV =9.90 APPOCnTolorH I I- -' Mel SETBACKS: FRONT 30'02673
Q I o ! ' / I ( I OF EXIST. _ ! , POLY. LHIER SIDE 15' 508 778891-9
W 0, 1 1 1 q ( sEPnc I I l :: � IMPQ2V REAR 20'
1 w. / / 1 I'y r \ I -BOX I I I r .: BARRIER MINIMUM LOT SIZE: 25 p00 PROJECT TITLE:
t QQ S.F.
\ ` \ I ( I PROPOSED 1500 , 1 I I rill \\BOTTOM -t I EXISTING LOT AREA: 25,098tS.F.
Laij 1 , PROPOSED i QkLLON SEPTIC TANK I I i DESIGN
`� I OVERLAY DISTRICT: NOT IN A ZONE II FOR
I W000 DECK 6.1 X EXIST. THIGH I•
W ` SET ON SONO WIN. WELLI :.� .IP FlIAD EDTUBIES FEMA FLOOD SEWAGE DISPOSAL
I I ZONE DISTRICT. ZONE Al2 (ELEV. 10 NGVD)
V� TOP=11.0 � - _ _ - !�- _ /► p
N/F I O1.4'VERHANG O - 15 '' - �I ::N ZONE Al2 (ELEV. 11 MLW) SYSTEM REPAIR
BERT E. GRIFFIN & \ EXISTING DATED: JULY 2 1992
J DY M. ZEHENTNER ` WOODEN STO
1 SPA CEL 4AP 14 I STEPS 0 B W 1.•.:I PANEL / 250015 0005 D Z
\� 25,098tS.F. I RE ED SO MN• • IJ47
I I ` 7 L ..
9 ��-I �:: = I I GREAT ISLAND.RD•
I I °. I:..: :.
-9- � .... .... a I W. YAR
.8'- LOCUS PLAN. N❑ SCALE MOUTH
I
BN-DING
DING SETBACK _ r = =8= _ - I MASSACHUSETTS _ . _ -
" " X 11.8 11.8
NE
9 MIN)
( Co..�7� b TEST t 28 FEB 0 2 2005
46 o PIT /1t I 28 PREPARED FOR:
1 J = I n, ROBERT E. GRIFFIN
189.44 o PROPOSED (Ao e 2 * JUSTIN COURT
1� 5' OVERDIG
l _ N48'16'20"W ! f \ ( � (SEE Oc NOTES
) TESI� G ID PALISADES, NY
! �+ 0 m a e 10964-1511
FINISH GRADE I + I (t N/F w � PROP z W /EWS BAY POND
` PIER l - ERNEST P. DAVIDOW TRS. z S.A.S. m o LOCUS SE DATE: 11/30/04
4 PVC SCH 40� p 7 X1.5 \ ASSESSORS MAP 14 I Imo • I I a GULL R COMP. DESIGN: K. HEAL'
NOTE: 13 x 440 f
- LEACHING FIELD- - - \ � \ PARCEL 3 1. ELEVATIONS BASED ON A MLW DATUM.
PLAN VIEW / NANTUCKET CHECK: D. CRISPIN
2. TIDE ELEVATIONS BASED ON THE NOAH �� SOUND DRAWN: P. HAGIST
SCALE: 1' = 10' TIDE TABLES EAST COAST NORTH 8c SOUTH I F.P FIELD: D. GAZZOLO / J. McCARTIN
SEPARATION ` ' AMERICA 2002.
IEST. HIGH GROUNDWATER \ I ' FILE NO. DESIGN\6169SEP1.DWG
3. CONTRACTOR TO VERIFY LOCATION OF LEACHING AREA /
K / / 0 5 10 20 FEET ASSOCIATED WITH NORTHERLY OUTLET PIPE AND DWG N0. 4528-02
1 ABANDON IN ACCORDANCE WITH TITLE 5. \ JOB NO. 4-6169.00 SHFET 1 OF 1
ALL TOPSOIL. SUBSOIL AND OTHER
VIEW b J WASHED STONE (NO FINES) ALL
MATERIAL
MATERIAL PLAN 6' MIN. 3/4' TO ' CROSS-SECTION VIEW MBS 1-80H 6. REPLACE WITH CLEAN WASHED SAND
1 1/2' STONE PLAN VIEW CROSS-SECTION OR OTHER CLEAN GRANULAR SAN
1 ' I _ CONFORMING TO THE FOLLOWING
OILS
N F SIEVE ANALYSIS:
DATUM � 1 ' �` �� I � JAMES L. MCGOVERN � ( 1Dx (MAX) BY W? SHALL
j
VERTICAL DATUM: MLW I r, + 1 I, ASSESSORS MAP 14 ///' I DESIGN CRITERIA: PASS No. 50 SIEVE
PARCEL 5 / / 40 X OF No. 4 SIEVE SHALL
t f / PASS No. 100
BENCH MARK USED: RM 24 EL.=9.74 MLW GLH WIRE DESIGN FLOW: c5 x OF No. 4 SIEVE SHALL.
RM 24 EL.=9.74 MLW t �j � , ` � I M i � I ( PASS No. 200
BENCH MARK SET: TOP OF CONC. BOUND N , / 3
~ / BEDROOMS AT LOOG.P.B./D 550 G.P.D. UNIFORMITY COEFFICIENT 0 No. 4
S 48'16' E 195.30' ^ 0 ao SIEVE </=6.0
NOTE: NGVD =MLW-1.00' - I I N BENCHMARK: 7. EXISTING UTILITIES WHERE SHOWN
ELECTRIC TOP OF CONCR BOUND FREQUIRED SEPTIC TANK: IN THE DRAWINGS ARE APPROXIMATE.
f METER _- IOwIr J ELEVATION 8.37 LW) '55550 X 200% = 1100 GAL. THE CONTRACTOR SHALL BE RESPON-
VARIANCES REQUESTED: 1 f- v SEPTIC TANK PROVIDED: = 15 AL. SIB<E FOR PROPERLY LOCATING AND
I I ++(Q� i \ COORDINATING THE PROPOSED CON -
TOWN OF YARMOUTH BOARD OF HE 1 t / I' 0 / 24.8' - / I I 1 STD CTION ACTIVITY
"TM WITH DIG -SAFE
HEALTH REG.
i \G f�'IPR NO ��. - - ' ` $- ( f / COMPANY AND MA�WTAINIIi G THE
G `AN �,P - CB/DH a I SIZE OF LEACHING FACILITY REQUIRED:
EXISTING UTILITY SYSTEM IN SERVICE.
TO ALLOW THE LEACHING SYSTEM TO BE �' DE wATERw Ys � ti �O---SE _ _ _
o FND z DESIGN PERC. RATE: -_ <2 MIN. INCH DIG- SHALL BE NOTIFIED PER
-I. P 1 p I / THE STATE OF MASSACHUSETTS
96' FROM MHW LINSE I I �A�N P� ��1 f J1----��" LONG TERM APPL RATE 0,74 G.P.D/S.F. STATUTE CHAPTER 82 SEC110N 409
y (D!}TED 05-E2-92) I , �- �I ' 3 AT TEL 1-888-344-7233. THE
�P�`i'� c
NOTE: ��, o y� I < I 1 ml a i -ni550 GPD + OJ4 GPD/SF = 744 S.F. THEIR ACCENGINEER URACY oR THAT ALL
1. 40 mil POYL LINER - 4 HIGH ALL AROUND
LEACHING AREA TO MEET BREAKOUT REQ.
2. SEE ATTACHED FLOOR PLANS
AVID J CRAIG A.
CRISPIN m ef FOLD
qyp No.38039
%two
if op,
�� Com' `�' �,•.-�
INVERT ELEVATIONS:
TOP OF FOUNDATION 11.53 A
4" INVERT AT BUILDING (8.32 EX.) 9.90 P)B
4" INVERT AT SEPTIC TANK (IN) 9.70 C
4" INVERT AT SEPTIC TANK (OUT) 9.45 D
4" INVERT AT DIST. BOX (IN) 9.34 E
4" INVERT AT DIST. BOX (OUT) 9.17 F
INVERTS AT LEACHING FACILITY:
4" INVERT AT BEGINNING
OF LEACHING FIELD 9.15 G
4" INVERT AT END
OF LEACHING FIELD 9.0 H
ELEVATION AT BOTTOM
OF LEACHING FIELD 8.5 J
ADJUSTED
GROUNDWATER (2.5 NGVD) MLW 3.5 K
OBSERVED
GROUNDWATER (1.6 NGVD) MLW 2.6
PROFILE: NOT TO SCALE FIRST PIPE LENGTH
TO BE SET LEVEL
EL- A
FOR MLN. 2'�
TOP FOUNDATION CONCRETE COVERS TO WITHIN
LL•�_ 6' OF FINISHED GRADE-,
I 5 OUTLET
SEPTIC TANK DIST. BOX
UTUTIES AND SUBSURFACE STRUCTURES
PIE RE I
c -4 SIZE OF LEACHING FACILITY PROVIDEASHOWN- LOCA71ONS AND
V) D: ( I m OI I TAKEN FROM RECORD PLANS. THE
ELEVATIONS OF UNDERGROUND UTES
CONTRACTOR SHALL VERIFY SIZE.
w 1 EXIST. I 'R VE AREA I ' + J4 GPI
BITUMINOUS = 4 1 .5 x52
I I a LOCATION AND INVERTS of ununes
INSTAL- NEW EJECTOR DRIVEWAY I �_ M I -_ AND STRUCTURES AS REQUIRED PRIOR
' f O lb I /GRINDER PUMP I / £� LEACHINGTO THE START OF CONSTRUCTION.
/ EXISTING 1 -5-1
eF` (<20 GPM) vnTIi
/ 16" FIRE ROLL ! 1 jA �F� ( Y FORCE MAIN 81 TI CONC 9.2 = 3' x 8' = 4 ,F a � ug OF A GARBAGE GRIINNDEFRR..
' USED T STABIUZ `F O I _SLAB 1 a I A GARBAGE GRINDER IS NOT
C� I /� _ - _ - - - 754 S.F X 0 74 SF/GPD = 558 GPD RECOMMENDED DUE TO RECOGNIZED
/ 1 ! ERODING INLAND BANK I 4L�. O - CRAWL isit/1VE4 I
t I I EXISP / I AOVLRSE IMPACTS TO THE LEACHING
25.6' I NG �NV;9.o STOOP I 0 t FACILITY.
I GAS CD I r y 9. EXITING INVERTS ARE TO BE CHECKED BY
p r If - -
FULL - T - - ETE 7 I 11 _ I THE CONTRACTOR PRIOR To CONSTRUCTION .
! 1 / I % \ THE ENGINEER IS TO BE NOTIFIED OF
l + / Q,I EXISTING -->z -� r p ANY FIELD CHANGES THAT MAY BE
LOCUS INFORMATION
a M/I UTILITY L :I 3 w REQUIRED.
9
� � I ROOM J: _ y
o j A L - - - - - 20. 0.3 rn ' I CURRENT OWNER: ROBERT E. GRIFFIN &
W f 0 11,8 11.8 JUDY M. ZEHENTNER
o� -� EXIST. ¢ o I rr a
I _ \ - SLIDER/ EXISTING 3 w I TITLE REFERENCE: CERT. #158001
_ /
[� f ooh Q c� + J 1 v o' > BREAKOUT OM w > 4 • - /
o I vI w Q 1 DWELLING I } > o �j a PLAN REFERENCE: L.C. 14426-H BSC
�(�T
U m o o mm' I \ EXISTING „ PANEL ::: I w '1 LS�,I �1�JV1
As m o \ J / 1 DECK MLW DATUM 11 0 �i 3 /
w -1 f � I � GETATED NE f TOF=11.5' STO P 20.9 > m :10 .O / p ASSESSORARCEL 44
"'r 1 ¢ I I 5.8 X I BASEMENT FF=5.6 ¢ O 1 -II <�, 6J! M8111 StlCCt, (1(T.28) Unit
! v i< I h � / ( EXISTING INV=8.3 F- :: .� ZONING DISTRICT: R-25 W Y Massadlusett5
! PROPOSED INV =9.90 APPOCnTolorH I I- -' Mel SETBACKS: FRONT 30'02673
Q I o ! ' / I ( I OF EXIST. _ ! , POLY. LHIER SIDE 15' 508 778891-9
W 0, 1 1 1 q ( sEPnc I I l :: � IMPQ2V REAR 20'
1 w. / / 1 I'y r \ I -BOX I I I r .: BARRIER MINIMUM LOT SIZE: 25 p00 PROJECT TITLE:
t QQ S.F.
\ ` \ I ( I PROPOSED 1500 , 1 I I rill \\BOTTOM -t I EXISTING LOT AREA: 25,098tS.F.
Laij 1 , PROPOSED i QkLLON SEPTIC TANK I I i DESIGN
`� I OVERLAY DISTRICT: NOT IN A ZONE II FOR
I W000 DECK 6.1 X EXIST. THIGH I•
W ` SET ON SONO WIN. WELLI :.� .IP FlIAD EDTUBIES FEMA FLOOD SEWAGE DISPOSAL
I I ZONE DISTRICT. ZONE Al2 (ELEV. 10 NGVD)
V� TOP=11.0 � - _ _ - !�- _ /► p
N/F I O1.4'VERHANG O - 15 '' - �I ::N ZONE Al2 (ELEV. 11 MLW) SYSTEM REPAIR
BERT E. GRIFFIN & \ EXISTING DATED: JULY 2 1992
J DY M. ZEHENTNER ` WOODEN STO
1 SPA CEL 4AP 14 I STEPS 0 B W 1.•.:I PANEL / 250015 0005 D Z
\� 25,098tS.F. I RE ED SO MN• • IJ47
I I ` 7 L ..
9 ��-I �:: = I I GREAT ISLAND.RD•
I I °. I:..: :.
-9- � .... .... a I W. YAR
.8'- LOCUS PLAN. N❑ SCALE MOUTH
I
BN-DING
DING SETBACK _ r = =8= _ - I MASSACHUSETTS _ . _ -
" " X 11.8 11.8
NE
9 MIN)
( Co..�7� b TEST t 28 FEB 0 2 2005
46 o PIT /1t I 28 PREPARED FOR:
1 J = I n, ROBERT E. GRIFFIN
189.44 o PROPOSED (Ao e 2 * JUSTIN COURT
1� 5' OVERDIG
l _ N48'16'20"W ! f \ ( � (SEE Oc NOTES
) TESI� G ID PALISADES, NY
! �+ 0 m a e 10964-1511
FINISH GRADE I + I (t N/F w � PROP z W /EWS BAY POND
` PIER l - ERNEST P. DAVIDOW TRS. z S.A.S. m o LOCUS SE DATE: 11/30/04
4 PVC SCH 40� p 7 X1.5 \ ASSESSORS MAP 14 I Imo • I I a GULL R COMP. DESIGN: K. HEAL'
NOTE: 13 x 440 f
- LEACHING FIELD- - - \ � \ PARCEL 3 1. ELEVATIONS BASED ON A MLW DATUM.
PLAN VIEW / NANTUCKET CHECK: D. CRISPIN
2. TIDE ELEVATIONS BASED ON THE NOAH �� SOUND DRAWN: P. HAGIST
SCALE: 1' = 10' TIDE TABLES EAST COAST NORTH 8c SOUTH I F.P FIELD: D. GAZZOLO / J. McCARTIN
SEPARATION ` ' AMERICA 2002.
IEST. HIGH GROUNDWATER \ I ' FILE NO. DESIGN\6169SEP1.DWG
3. CONTRACTOR TO VERIFY LOCATION OF LEACHING AREA /
K / / 0 5 10 20 FEET ASSOCIATED WITH NORTHERLY OUTLET PIPE AND DWG N0. 4528-02
1 ABANDON IN ACCORDANCE WITH TITLE 5. \ JOB NO. 4-6169.00 SHFET 1 OF 1