HomeMy WebLinkAboutEngineered Plan - 2000TF=EL-23.91
i
ACCESS COVER WITHIN 6" TO FIN. GRADE ACCESS COVER (WATERTIGHT)
EL27-2* EL.22f WITHIN 6" TO FIN. GRADE
2% SLOPE REQUIRED OVER SYSTEM EL22t
MINIMUM .75' OF COVER OVER PRECAST "-
E 1. 1 �- C04'� SCH40 PVC AI:' D VENT 9 MIN.
R jN PIPE : , iEl_ •
FOR FIRST 2 "
EL
PROPOSED 1.500 USE CULTEC FILTER FABRIC PER MANUFACTURERS SPECS
GALLON SEPTIC f7L//-
OVER ENTIRE LEACHING FACILITY ,
20. 58 'a-
,,' TANK (H- 10 ) GAS H-10 - A EL20.22 Il o 0. 0 0 0 !0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o
BAFFLE EL20.40 '_7 10
�I
i 19.E
3/4" TO 1 1/2- DOUBLE WASHED STONE
6" CRUSHED.STONE OR MECHANICAL
DEPTH OF FLOW = 4' COMPACTION. (15.221 [21)
'
REQUIRED TEE SIZES: 4.35
x•89,
INLET DEPTH = 10" MIN. BELOW FLOW LINE
OUTLET DEPTH 14" MIN. BELOW THE FLOW LINE
(2 MIN. SLOPE) MIN. SLOPE) ( MIN. SLOP_) 12 ADJUSTED WATER 1AI1 15.54
FOUNDATION 24' SEPTIC TANK 18' D' BOX -2!-1 LEACHING FACILITY SEE SOIL LOG
11' LONGEST LINE
SYSTEM PROFILE
(NOT TO SCA1,E) BOTTOM Of 1111 EL12.
SEE SOIL L::)G
ARMO
Ld C U s MAP
SCALE 1" 1000'
ASSESSORS MAP 32, PARCEL 184
,NOTES_.
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE THE EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5
AND YARMOUTH HEALTH REGULATIONS.
3. VERTICAL DATUM IS NGVD, ELEVATION ASSUMED FROM QUAD.
4. DESIGN LOADING FOR ALL PRECAST UNITS
TO BE AASHTO-H10.
5- THIS PLAN IS FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO
rBE USED FOR ANY OTHERn PURPOSE.^ r rncwnJr) cue rr+,lc�
7. ALL SEPTIC PCFORMOPMONEONATIPiNBGQASpCH-40-CC4" 11PLLVC UNLESS NOTE
D, (USt LUUONG RADIUS BENDS)
- - 8, INSP CTION BOF HEAD FBHEALTHEANSRPERMISESIONDOBTAINEO
9. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT.
( 10. PIPE JOINTS TO BE MADE WATERTIGHT.
U ILITY 1 1 • WATER TEST D -BOX FOR LEVELNESS.
P LE BENCHMARK 12. NO VEHICLES OR CONSTRUCTION EQUIPMENT ALLOWED OVER SYSTEM.
1 .88 CATCH
ATC 8BASIN
GUYWIRE YRII ASSUMED .
FOV(44)
N 1
�Q 19.92
coyE,�'7O4 PUMP RE?2U/!r'!rD �' BAs�ivr BAA�Uat� \
CT 75 PRO°OSED ,&PAC TANK AS SHOl44N. EXISTING
IMF SRORIAW FOP BUILDING MUNDAWV AS RSOUIRED. HOUSE
REMOW LY.WQPEIF PAD AS REt2lh4EU
5' RE7{/Ol/AL REYXI/RED p Oj1�F��- E r' •\ \�cF DEPTH (in.) TH1 ELEVATION
717 TOP Of 571/TA S7�1/L LAYE7t' Cl cv R `� `,' `�0,� �O �' �s D 0� Fl�( 22.0 SOIL CLASS: I (SANDS, LOAMY SANDS)
SEE TEST HGLE L LOT 72 �� o UNSUITABLE PERC RATE: < 2 MPI (5 MPI DESIGN)
Rf,71I0If ANY CGWTAMINA7FD SaL W7HIN � 9 � p " PRESOAK: 0,-00:00-0:15:00
5 6FZEA 0/ FAOL17YAND REPLACE 1H71Y LOT 73 c9 �� 0 SEP 2 I 2��� 24 20.D24 GAL. < 15 MIN.
GYEAN MEDIUM SAND ?2 p��0• F�NGE TH 6 958 SFt \ ` <^y SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT A110WED) ; , r LOAM A SAD 2": 0 15:00 )
PROD. 2 pOF- �`I. 1 �' c•* NUMBER OF BEDROOMS: 3 '•' -ALTH DEPT. 10 YR 5 13 BOTTOM PERC: AT 60" EL.17,0
GGA DESIGN FLOW: 3 BR x 110 G/D/BR = 330 G/D -- 28` N ITB 19.7 WA 1" 4
SM A8SL'WPTIYW SYSIFM g( �. TER AT 7 1 EL.1 .08
4 - 4'x 8' �- 4So �.� USE A 330 G/P REQUIRED DESIGN FLOW LOAMY SAND
C4 a&77- r' COVTACr6W AZW ORA/N PANLZS ��ti pv�P SEPTIC TANK: DATE: 7/27/00
"FINESAND
`ti P �� 330 G/D (2) = 660 G/D ENGINEER: MICHAEL S. FARIA, SE .
WW 4 Or 5XW_r ALOVG 7HE ,S/DE5 • `1 c a E` / 42'18.5
CONC. °v s�a�g� �' USE PROPOSED 1,500 GALLON SEPTIC TANK (DOWN CAPE ENGINEERING)
AND 3' GDr S7ANE AT THE ENOS PAD t ��P �/ ' LEA HING• WITNESS: CHARLOTTE STfEFEL, RS, SE
CONCRETE � �� Nc�v,� 0
22 BOUND 2.5 Y 6/4 EXCAVATOR: BORTOLOTTI CONSTRUCTION
FOUND N 1 `�� °\� �� 'R� \'ZNiT5 PAVED SIDE AREA: N/A 120 12.0
S� ( DRIVE �' APPLICATION AREA: 12' x 38' .= 456 SF
NGO Q•� P PROPOSED CAPACITY: 456 SF x 0.74 G/D/SF 337 G/D O.K. WELL INFO: WELL #: MIW-29
G WATER TABLE ADJUSTMOENT: 2.9'
��P �' SEPTIC SYSTEM DEIGN DATA 1/2 ADJUSTED WATER TABLE: EL•14.09 + 2.9'/2 - EL.15.54
�`�o -'� CONC TE
BoOLIN `�� TEST HQLIE LOG
NOT TO SCALE
iiE"LL c4 CO'HG PAO �P
CAUAGW.• BURIED EZE•a;IR/C IN REA dcS.\`� i p" �� _ G°�G 22 VARIANCE REQUESTED:
�J LOT 74 \ 310 CMR 15.405 "CONTENTS OF LOCAL UPGRADE APPROVAL"
CP ,,�°P'l� I 22 �1 a MINIMUM SEPARATION DISTANCE FROM THE BOTTOM OF THE SOIL ABSORPTION SYSTEM
TO 1/2 ADJUSTED GROUND WATER DEPTH TITLE
tT�j PLAN
ORM•� RE,VOVF c4• REPLAN• CGWO'PE7F WALK AS �vlxv' MINIMUM D SETBACK DISSTANCEFROM 5' TO , FROM THE SOIL ABSORPTION SYSTEM 1 1 1 LE 5 S 1 1 E PLAN
RE11/Yli£LL GL f'aE NE 2 51 �9ss RE)J1412r & REPLAN' TO THE PROPERTY LINE
4 Sr0QrA0C REDUCED FROM 10' TO 5' (310 CMR 15.405 (a>) SYSTEM UPGRADE
Off. 508-362-4541 BENCHMARK FGA MINIMUM SETBACK DISTANCE FROM THE SOIL ABSORPTION SYSTEM OF LAND IN
USE LOW RADIUS BENDS ry RE THE. CELLAR WALL � T � T
fax 508-362-9880 SHEDSDOOR 22 N NN REDUCED :FROM 20' TO 14.6t' ..(310 CMR 15.405 (b)) WEST y AR M (J UZ' f-•, , MA
22 GW MOM 1 y 1.
d7 EL•z2.51 CONCRETE E717snvc PREPARED FOR DEBBIE RICHARDSON
UDW12 C'cpG E'IigIII�'CI'111g, inc. ASSUMED BOUND LEAQy//VG SYS s _
FOUND ?P. no j ION(S) �µ Of LOCATED AT 23 ELTON ROAD
PAWOWD CIVIL ENGINEERS D -Bar WEST YARMOUTH MA 02673
- a ...... �. _ 1 S,500 m ON SZrPAC TANY< HOUSE EXISTING O K v, i OF �qS '
.LAND S�C RVEYOR� :, Tm cu"y o��� Aa �cti
_.. " S11 E PLAN avn. N SCALE 1 =20 DATE 8-16--00
v
939 main st, y rmoLA
uth, ma 02675 SCALE: 1 "=20' �``°� 8 0 20 0 20 40 60 Feet
r
/0 _ MA 6 00
00-177 APPROVED DATE BOARD 0 HEALTH �,`=u DATE RNE H. OJ (1
W ��
LEGEND
-22 --EXISTING CONTOUR
+19.88
EXISTING SPOT GRADE
-22-
PROPOSED CONTOUR
x 22
PROPOSED SPOT GRADE
*So .
WATER SHUT OFF VALVE
O
TO BE LOCATED
-�
EXISTING WATER LINE
APPROXIMATE LOCATION
�Oo
VALVE
TO BE LOCAOTED
EXISTING GAS LINE
iV BE LOCATED
--_ E
UNDERGROUND ELECTRIC LINE
APPROXIMATE LOCATION
LOW OVER HEAD WIRES
ELECTRIC;,
_ CABLE T.V.
APPROXIMATE LOCATION
UTILITY POLE
-�
GUY WIRt
TH1
TEST HOLE
(i�SOIL
.
SEE TEST HOLE LOG(S)
ARMO
Ld C U s MAP
SCALE 1" 1000'
ASSESSORS MAP 32, PARCEL 184
,NOTES_.
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE THE EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5
AND YARMOUTH HEALTH REGULATIONS.
3. VERTICAL DATUM IS NGVD, ELEVATION ASSUMED FROM QUAD.
4. DESIGN LOADING FOR ALL PRECAST UNITS
TO BE AASHTO-H10.
5- THIS PLAN IS FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO
rBE USED FOR ANY OTHERn PURPOSE.^ r rncwnJr) cue rr+,lc�
7. ALL SEPTIC PCFORMOPMONEONATIPiNBGQASpCH-40-CC4" 11PLLVC UNLESS NOTE
D, (USt LUUONG RADIUS BENDS)
- - 8, INSP CTION BOF HEAD FBHEALTHEANSRPERMISESIONDOBTAINEO
9. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT.
( 10. PIPE JOINTS TO BE MADE WATERTIGHT.
U ILITY 1 1 • WATER TEST D -BOX FOR LEVELNESS.
P LE BENCHMARK 12. NO VEHICLES OR CONSTRUCTION EQUIPMENT ALLOWED OVER SYSTEM.
1 .88 CATCH
ATC 8BASIN
GUYWIRE YRII ASSUMED .
FOV(44)
N 1
�Q 19.92
coyE,�'7O4 PUMP RE?2U/!r'!rD �' BAs�ivr BAA�Uat� \
CT 75 PRO°OSED ,&PAC TANK AS SHOl44N. EXISTING
IMF SRORIAW FOP BUILDING MUNDAWV AS RSOUIRED. HOUSE
REMOW LY.WQPEIF PAD AS REt2lh4EU
5' RE7{/Ol/AL REYXI/RED p Oj1�F��- E r' •\ \�cF DEPTH (in.) TH1 ELEVATION
717 TOP Of 571/TA S7�1/L LAYE7t' Cl cv R `� `,' `�0,� �O �' �s D 0� Fl�( 22.0 SOIL CLASS: I (SANDS, LOAMY SANDS)
SEE TEST HGLE L LOT 72 �� o UNSUITABLE PERC RATE: < 2 MPI (5 MPI DESIGN)
Rf,71I0If ANY CGWTAMINA7FD SaL W7HIN � 9 � p " PRESOAK: 0,-00:00-0:15:00
5 6FZEA 0/ FAOL17YAND REPLACE 1H71Y LOT 73 c9 �� 0 SEP 2 I 2��� 24 20.D24 GAL. < 15 MIN.
GYEAN MEDIUM SAND ?2 p��0• F�NGE TH 6 958 SFt \ ` <^y SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT A110WED) ; , r LOAM A SAD 2": 0 15:00 )
PROD. 2 pOF- �`I. 1 �' c•* NUMBER OF BEDROOMS: 3 '•' -ALTH DEPT. 10 YR 5 13 BOTTOM PERC: AT 60" EL.17,0
GGA DESIGN FLOW: 3 BR x 110 G/D/BR = 330 G/D -- 28` N ITB 19.7 WA 1" 4
SM A8SL'WPTIYW SYSIFM g( �. TER AT 7 1 EL.1 .08
4 - 4'x 8' �- 4So �.� USE A 330 G/P REQUIRED DESIGN FLOW LOAMY SAND
C4 a&77- r' COVTACr6W AZW ORA/N PANLZS ��ti pv�P SEPTIC TANK: DATE: 7/27/00
"FINESAND
`ti P �� 330 G/D (2) = 660 G/D ENGINEER: MICHAEL S. FARIA, SE .
WW 4 Or 5XW_r ALOVG 7HE ,S/DE5 • `1 c a E` / 42'18.5
CONC. °v s�a�g� �' USE PROPOSED 1,500 GALLON SEPTIC TANK (DOWN CAPE ENGINEERING)
AND 3' GDr S7ANE AT THE ENOS PAD t ��P �/ ' LEA HING• WITNESS: CHARLOTTE STfEFEL, RS, SE
CONCRETE � �� Nc�v,� 0
22 BOUND 2.5 Y 6/4 EXCAVATOR: BORTOLOTTI CONSTRUCTION
FOUND N 1 `�� °\� �� 'R� \'ZNiT5 PAVED SIDE AREA: N/A 120 12.0
S� ( DRIVE �' APPLICATION AREA: 12' x 38' .= 456 SF
NGO Q•� P PROPOSED CAPACITY: 456 SF x 0.74 G/D/SF 337 G/D O.K. WELL INFO: WELL #: MIW-29
G WATER TABLE ADJUSTMOENT: 2.9'
��P �' SEPTIC SYSTEM DEIGN DATA 1/2 ADJUSTED WATER TABLE: EL•14.09 + 2.9'/2 - EL.15.54
�`�o -'� CONC TE
BoOLIN `�� TEST HQLIE LOG
NOT TO SCALE
iiE"LL c4 CO'HG PAO �P
CAUAGW.• BURIED EZE•a;IR/C IN REA dcS.\`� i p" �� _ G°�G 22 VARIANCE REQUESTED:
�J LOT 74 \ 310 CMR 15.405 "CONTENTS OF LOCAL UPGRADE APPROVAL"
CP ,,�°P'l� I 22 �1 a MINIMUM SEPARATION DISTANCE FROM THE BOTTOM OF THE SOIL ABSORPTION SYSTEM
TO 1/2 ADJUSTED GROUND WATER DEPTH TITLE
tT�j PLAN
ORM•� RE,VOVF c4• REPLAN• CGWO'PE7F WALK AS �vlxv' MINIMUM D SETBACK DISSTANCEFROM 5' TO , FROM THE SOIL ABSORPTION SYSTEM 1 1 1 LE 5 S 1 1 E PLAN
RE11/Yli£LL GL f'aE NE 2 51 �9ss RE)J1412r & REPLAN' TO THE PROPERTY LINE
4 Sr0QrA0C REDUCED FROM 10' TO 5' (310 CMR 15.405 (a>) SYSTEM UPGRADE
Off. 508-362-4541 BENCHMARK FGA MINIMUM SETBACK DISTANCE FROM THE SOIL ABSORPTION SYSTEM OF LAND IN
USE LOW RADIUS BENDS ry RE THE. CELLAR WALL � T � T
fax 508-362-9880 SHEDSDOOR 22 N NN REDUCED :FROM 20' TO 14.6t' ..(310 CMR 15.405 (b)) WEST y AR M (J UZ' f-•, , MA
22 GW MOM 1 y 1.
d7 EL•z2.51 CONCRETE E717snvc PREPARED FOR DEBBIE RICHARDSON
UDW12 C'cpG E'IigIII�'CI'111g, inc. ASSUMED BOUND LEAQy//VG SYS s _
FOUND ?P. no j ION(S) �µ Of LOCATED AT 23 ELTON ROAD
PAWOWD CIVIL ENGINEERS D -Bar WEST YARMOUTH MA 02673
- a ...... �. _ 1 S,500 m ON SZrPAC TANY< HOUSE EXISTING O K v, i OF �qS '
.LAND S�C RVEYOR� :, Tm cu"y o��� Aa �cti
_.. " S11 E PLAN avn. N SCALE 1 =20 DATE 8-16--00
v
939 main st, y rmoLA
uth, ma 02675 SCALE: 1 "=20' �``°� 8 0 20 0 20 40 60 Feet
r
/0 _ MA 6 00
00-177 APPROVED DATE BOARD 0 HEALTH �,`=u DATE RNE H. OJ (1
W ��