HomeMy WebLinkAboutEngineered Plan - 20001 Y I
X 422 PROPOSED SPOT GRADE U YARMO
EXISTING CATCH BASIN
,
UTILITY POLE LOCUS' 'MAP
TH1 SCALE 1" = 1000'
SOIL TEST HOLE
:
SEE TEST HOLE LOG(S) ASSESSORS MAP 90; PARCEL 99 '
NOTE::NO GAS MARKERS FOUND ON PROPERTY AT .TIME OF PERC
OIL TANK FOUND IN BASEMENT, OIL HEAL :PER OWNER.
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 D1G 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
BE USED FOR ANY.OTHER PURPOSE
6. PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING LEACHING SYSTEM(S).
POSSIBLE OVERFLOW CESSPOOL NOT FOUND.
7. ----Al L- SEPTIC PIPING SCH-40-4"_'F'VC-UNLESS -NOTED. ->---- - --
8 COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
9. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT:
10. PIPE JOINTS TO BE MADE WATERTIGHT.
11. WATER TEST D -BOX FOR . LEVELNESS.
12. NO VEHICLES OR CONSTRUCTION EQUIPMENT ALLOWED OVER PROPOSED SYSTEM.
13. REMOVE ANY CONTAMINATED SOIL WITHIN 5' OF LEACH FACILITY AND REPLACE WITH
CLEAN MEDIUM SAND.
\ H \0 Z BASEMENT `\ o
12 "n
42.2
v
\ INVERT OUT \ t�
\ • EL.40.85
EXISTING DEPTH (in.) TH1 ELEVATION SOIL CLASS: I (SANDS LOAMY SANDS)
HOUSE PRGbdSE`D \0 \ C SONPERS t EXISTING �'� 0" 41.3 '
N ^ PERC RATE, < 2 MPI (5 MPI DESIGN)
�- y i HOUSE EL.UNS PRESOAK: 0:00:00-0:03:36
TF 43.06BtE24
\ 12 40.3 < 9": 0 03: GAL. < 15
MIN.}
BOTTOM PERC: AT 641 EL.35.9
SAND LO M
LOT 76 10 YR 472
GARAGE,. ON SLAB \� 12,221 SFf \, . 20" N ITA 39.6 NO WATER OBSERVED
\ SANDY
R 5 6
EXISTING , 43.06
LEACHING SYSTEM(S) `
APPROXIMATE LOCATION(S)
\ .
(SEE NOTE 6) �\ " OARS SAND / /
� 36 38.3 DATE: 5 24 00
POSSIBLE OVERFLOW CESSPOOL NOT FOUND. RfQ4" AS S9'/ONN SEPTIC DESIGN, (waAGE DISPOSE_ R IS NOT ALLOWED) 10 YR 6/6. ENGINEER: MICHAEL S. FARIA E
'\ 42 n00 O �� UMBER OF BEDROOMS: 3 78' 34.6 DOWN CAPE ENGINEERING)
N
LOT 1 , �• O \ DESIGN FLOW: 3 BR x 110 G/D/BR - 330 G/0 MEDIUM SAND WITNESS: AMY VON HONE, RS
\ \ o� p USE A 330 G/P REQUIRED DESIGN FLOW 2.5 Y 6/3 EXCAVATOR: ELLIS BROTHERS CONSTRUCTION
/h \`
SEPTIC TANK: 132" 30.3
30 .GA 660 G/D
- _ p D \ ,\ USE PROPOSED 1,500 GALLON SEPTIC TANK 'TEST HOLE LO
DRIVE ��
LEACHING. NOT TO SCALE
BENCHMARK \`\ ``` i 2' x 28') _ .155 S 4 ^�_-_��
\� SIDE AREA: 2 x (10 83'+ F
EL041.ROTE BOUND \ j BOTTOM AREA.10.83' x 28' 303 SF ; �f ? I
ASSUMED A-1
\ IDES: 155 SF
S
_ 41.10 \ \ +BOTTOM: 303 SF .111L .2 '3
56.0' �\ TOTAL: 458 SF
z��
P CAPACITY: x 4 // - 3 0 K
BENCHMARK •27� 1\` PROPOSED CA TY: 458 SF 0.7 G D SF - 3 $ G/D
HYDRANT ti Ej�j.
TAG BOLT #469 Y �o \ \� SEPTIC SYSTEM ,DESIGN DAA
EL.42.2t
ASSUMED
-___--__-------L-_-------�-_- /,� `; VARIANCE REQUESTED:
EDGY OFPA
310 CMR 15.405 "CONTENTS OF LOCAL UPGRADE APPROVAL" .
TITLE 5 SITE PLAN
PAS _`` \` MINIMUM SLAB FOUNDATION FROM THE SOIL ABSORPTION SYSTEM SYSTEM. UPGRADE
LILY POND ROAD `, OF LAND IN
off. 508-362-4541 a2
\ \ REDUCED FROM TO 8.3 t (310 CMR 15.405 (b))
f fax 508-362-9880 SOUTH YARMOUTH, MA
down cape engineering, inc. ` ..PREPARED FOR WILLIAM BROCK
ur
OF
00
SITE PLAN
CIVIL ENGINEERS ! ARNEH. ys � AHE �cyG� SOUTH YARMOUTH, M
LOCATED
MO 664
U
r- �` _ ; OJALAoJALn y 0`„ +YA
R A
0
LAND SURVEYORS �.. SCALE: 1 -20 BOARD H `- s CIVIL � -20 D
OA OF HEALTH __ ,, o.3M2: ; Af.2ssas � TE: 6-13-00
_ SCALE• 1 - A
• o
9 main St. yarmouth, ma 02675 A�fc► TES s, Q
�' �- MA 20 0 20 40 60 Feet
-116 APPROVED DATE DATE NE H. OJALA' P.E., P.L.S. -
LEGEND }
.*9
T.O.F. AT EL43.06
�--_
EXISTING WATER LINE
APPROXIMATE LOCATION
"So
GAS SHUTOFF VALVE
TO, BE LOCATED
--.
EXISTING GAS LINE
TO BE LOCATED
-- 42- EXISTING CONTOUR
-1-43.06
EXISTING SPOT GRADE
ACCESS COVER WITHIN 6" TO FIN. GRADE ACCESS COVER (WATERTIGHT)
2" DOUBLE WASHED PEASTONE
-._
ELECTRIC CABLE T.V.
& PHONE
=42--
PROPOSED CONTOUR
EL42.5t WITHIN 6" TO FIN. GRADE
EL42.2� 1!!
MINIMUM .75' OF COVER OVER PRECAST
27. SLOPE REQUIRED OVER SYSTEM
PROPOSED 1,500
RUN PIPE LEVE L
FOR FIRST 2'
3' MAX
'
GALLON SEPTIC
.
3 96
LANK (H=. 10 )
GAS
H-10
EL37.50 ' .
EL36.0
BAFFLE EL.37.87 ��"'
o FLOW' UNE
_.
7`
6" CRUSHED STONE OR MECHANICAL
ELP.50/1g■
DEPTH OF FLOW = 4' COMPACTION. (15.221 [2])
4� O SIDES 10
1.5 O ENDS
4� ®glpE$
1.5 O ENDS
EL36.87
REQUIRED TEE SIZES:
INLET DEPTH = 10" MIN. BELOW FLOW LINE
H-20
1
OUTLET DEPTH = 14" MIN. BELOW THE FLOW LINE
■
14
14"
r
S
ELL 50
( . MIN. SLOPE) (� MIN. SLOPE) ( MIN, SLOPE)
S
3/4" TO 1 1/2" DOUBLE WASHED ^;ONE
FOUNDATION 20' - SEPTIC TANK 29' D' BOX 2' LEACHING FACILITY
SYSTEM PROFILE
- (NOT TO'' SCALE)
REA/ W ANY CYWTAmw7m SY.YL Ay7H/N
5.2'
5' � ZFAOY FALYLI7Y AND iYRAX ID N ,
aEAN A1Eh1w SAND.
,
\
EXISTING
: BOTTOMTH1 E
T SEE SOIL LOGS
.3
HOUSE \�
'�'
\
LOT 75
'\
.1,5�� AN SEP= rA/�C
J.
CiN7ER 7EES BELOW
SYSTEiI/
�
1
.5 ML A8=010P77aV 12
\� p
4 H/&Y CAPAOTY AWf7L TRA rCWS H-20 -
W7H 4' a- 57i71'WE ALGWG THE SJ'DE.S
1.5 a -i avr A r THE ENDS
ANO 14 Ac" SANE 6120W. �� 2
t
�
\
REMOW ANY CANTAMINA7W SM W7H/N
5' OF LEACH FAWTY AND REPLACE' IW7fs+ ��' \ �
43.44
CYEAN A6XIM SAND
\ �,
1 Y I
X 422 PROPOSED SPOT GRADE U YARMO
EXISTING CATCH BASIN
,
UTILITY POLE LOCUS' 'MAP
TH1 SCALE 1" = 1000'
SOIL TEST HOLE
:
SEE TEST HOLE LOG(S) ASSESSORS MAP 90; PARCEL 99 '
NOTE::NO GAS MARKERS FOUND ON PROPERTY AT .TIME OF PERC
OIL TANK FOUND IN BASEMENT, OIL HEAL :PER OWNER.
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 D1G 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
BE USED FOR ANY.OTHER PURPOSE
6. PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING LEACHING SYSTEM(S).
POSSIBLE OVERFLOW CESSPOOL NOT FOUND.
7. ----Al L- SEPTIC PIPING SCH-40-4"_'F'VC-UNLESS -NOTED. ->---- - --
8 COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
9. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT:
10. PIPE JOINTS TO BE MADE WATERTIGHT.
11. WATER TEST D -BOX FOR . LEVELNESS.
12. NO VEHICLES OR CONSTRUCTION EQUIPMENT ALLOWED OVER PROPOSED SYSTEM.
13. REMOVE ANY CONTAMINATED SOIL WITHIN 5' OF LEACH FACILITY AND REPLACE WITH
CLEAN MEDIUM SAND.
\ H \0 Z BASEMENT `\ o
12 "n
42.2
v
\ INVERT OUT \ t�
\ • EL.40.85
EXISTING DEPTH (in.) TH1 ELEVATION SOIL CLASS: I (SANDS LOAMY SANDS)
HOUSE PRGbdSE`D \0 \ C SONPERS t EXISTING �'� 0" 41.3 '
N ^ PERC RATE, < 2 MPI (5 MPI DESIGN)
�- y i HOUSE EL.UNS PRESOAK: 0:00:00-0:03:36
TF 43.06BtE24
\ 12 40.3 < 9": 0 03: GAL. < 15
MIN.}
BOTTOM PERC: AT 641 EL.35.9
SAND LO M
LOT 76 10 YR 472
GARAGE,. ON SLAB \� 12,221 SFf \, . 20" N ITA 39.6 NO WATER OBSERVED
\ SANDY
R 5 6
EXISTING , 43.06
LEACHING SYSTEM(S) `
APPROXIMATE LOCATION(S)
\ .
(SEE NOTE 6) �\ " OARS SAND / /
� 36 38.3 DATE: 5 24 00
POSSIBLE OVERFLOW CESSPOOL NOT FOUND. RfQ4" AS S9'/ONN SEPTIC DESIGN, (waAGE DISPOSE_ R IS NOT ALLOWED) 10 YR 6/6. ENGINEER: MICHAEL S. FARIA E
'\ 42 n00 O �� UMBER OF BEDROOMS: 3 78' 34.6 DOWN CAPE ENGINEERING)
N
LOT 1 , �• O \ DESIGN FLOW: 3 BR x 110 G/D/BR - 330 G/0 MEDIUM SAND WITNESS: AMY VON HONE, RS
\ \ o� p USE A 330 G/P REQUIRED DESIGN FLOW 2.5 Y 6/3 EXCAVATOR: ELLIS BROTHERS CONSTRUCTION
/h \`
SEPTIC TANK: 132" 30.3
30 .GA 660 G/D
- _ p D \ ,\ USE PROPOSED 1,500 GALLON SEPTIC TANK 'TEST HOLE LO
DRIVE ��
LEACHING. NOT TO SCALE
BENCHMARK \`\ ``` i 2' x 28') _ .155 S 4 ^�_-_��
\� SIDE AREA: 2 x (10 83'+ F
EL041.ROTE BOUND \ j BOTTOM AREA.10.83' x 28' 303 SF ; �f ? I
ASSUMED A-1
\ IDES: 155 SF
S
_ 41.10 \ \ +BOTTOM: 303 SF .111L .2 '3
56.0' �\ TOTAL: 458 SF
z��
P CAPACITY: x 4 // - 3 0 K
BENCHMARK •27� 1\` PROPOSED CA TY: 458 SF 0.7 G D SF - 3 $ G/D
HYDRANT ti Ej�j.
TAG BOLT #469 Y �o \ \� SEPTIC SYSTEM ,DESIGN DAA
EL.42.2t
ASSUMED
-___--__-------L-_-------�-_- /,� `; VARIANCE REQUESTED:
EDGY OFPA
310 CMR 15.405 "CONTENTS OF LOCAL UPGRADE APPROVAL" .
TITLE 5 SITE PLAN
PAS _`` \` MINIMUM SLAB FOUNDATION FROM THE SOIL ABSORPTION SYSTEM SYSTEM. UPGRADE
LILY POND ROAD `, OF LAND IN
off. 508-362-4541 a2
\ \ REDUCED FROM TO 8.3 t (310 CMR 15.405 (b))
f fax 508-362-9880 SOUTH YARMOUTH, MA
down cape engineering, inc. ` ..PREPARED FOR WILLIAM BROCK
ur
OF
00
SITE PLAN
CIVIL ENGINEERS ! ARNEH. ys � AHE �cyG� SOUTH YARMOUTH, M
LOCATED
MO 664
U
r- �` _ ; OJALAoJALn y 0`„ +YA
R A
0
LAND SURVEYORS �.. SCALE: 1 -20 BOARD H `- s CIVIL � -20 D
OA OF HEALTH __ ,, o.3M2: ; Af.2ssas � TE: 6-13-00
_ SCALE• 1 - A
• o
9 main St. yarmouth, ma 02675 A�fc► TES s, Q
�' �- MA 20 0 20 40 60 Feet
-116 APPROVED DATE DATE NE H. OJALA' P.E., P.L.S. -
LEGEND }
.*9
WATER SHUT OFF VALVE
�--_
EXISTING WATER LINE
APPROXIMATE LOCATION
"So
GAS SHUTOFF VALVE
TO, BE LOCATED
--.
EXISTING GAS LINE
TO BE LOCATED
-- 42- EXISTING CONTOUR
-1-43.06
EXISTING SPOT GRADE
LOW OVER HEAD WIRES
-._
ELECTRIC CABLE T.V.
& PHONE
=42--
PROPOSED CONTOUR
1 Y I
X 422 PROPOSED SPOT GRADE U YARMO
EXISTING CATCH BASIN
,
UTILITY POLE LOCUS' 'MAP
TH1 SCALE 1" = 1000'
SOIL TEST HOLE
:
SEE TEST HOLE LOG(S) ASSESSORS MAP 90; PARCEL 99 '
NOTE::NO GAS MARKERS FOUND ON PROPERTY AT .TIME OF PERC
OIL TANK FOUND IN BASEMENT, OIL HEAL :PER OWNER.
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 D1G 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
BE USED FOR ANY.OTHER PURPOSE
6. PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING LEACHING SYSTEM(S).
POSSIBLE OVERFLOW CESSPOOL NOT FOUND.
7. ----Al L- SEPTIC PIPING SCH-40-4"_'F'VC-UNLESS -NOTED. ->---- - --
8 COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
9. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT:
10. PIPE JOINTS TO BE MADE WATERTIGHT.
11. WATER TEST D -BOX FOR . LEVELNESS.
12. NO VEHICLES OR CONSTRUCTION EQUIPMENT ALLOWED OVER PROPOSED SYSTEM.
13. REMOVE ANY CONTAMINATED SOIL WITHIN 5' OF LEACH FACILITY AND REPLACE WITH
CLEAN MEDIUM SAND.
\ H \0 Z BASEMENT `\ o
12 "n
42.2
v
\ INVERT OUT \ t�
\ • EL.40.85
EXISTING DEPTH (in.) TH1 ELEVATION SOIL CLASS: I (SANDS LOAMY SANDS)
HOUSE PRGbdSE`D \0 \ C SONPERS t EXISTING �'� 0" 41.3 '
N ^ PERC RATE, < 2 MPI (5 MPI DESIGN)
�- y i HOUSE EL.UNS PRESOAK: 0:00:00-0:03:36
TF 43.06BtE24
\ 12 40.3 < 9": 0 03: GAL. < 15
MIN.}
BOTTOM PERC: AT 641 EL.35.9
SAND LO M
LOT 76 10 YR 472
GARAGE,. ON SLAB \� 12,221 SFf \, . 20" N ITA 39.6 NO WATER OBSERVED
\ SANDY
R 5 6
EXISTING , 43.06
LEACHING SYSTEM(S) `
APPROXIMATE LOCATION(S)
\ .
(SEE NOTE 6) �\ " OARS SAND / /
� 36 38.3 DATE: 5 24 00
POSSIBLE OVERFLOW CESSPOOL NOT FOUND. RfQ4" AS S9'/ONN SEPTIC DESIGN, (waAGE DISPOSE_ R IS NOT ALLOWED) 10 YR 6/6. ENGINEER: MICHAEL S. FARIA E
'\ 42 n00 O �� UMBER OF BEDROOMS: 3 78' 34.6 DOWN CAPE ENGINEERING)
N
LOT 1 , �• O \ DESIGN FLOW: 3 BR x 110 G/D/BR - 330 G/0 MEDIUM SAND WITNESS: AMY VON HONE, RS
\ \ o� p USE A 330 G/P REQUIRED DESIGN FLOW 2.5 Y 6/3 EXCAVATOR: ELLIS BROTHERS CONSTRUCTION
/h \`
SEPTIC TANK: 132" 30.3
30 .GA 660 G/D
- _ p D \ ,\ USE PROPOSED 1,500 GALLON SEPTIC TANK 'TEST HOLE LO
DRIVE ��
LEACHING. NOT TO SCALE
BENCHMARK \`\ ``` i 2' x 28') _ .155 S 4 ^�_-_��
\� SIDE AREA: 2 x (10 83'+ F
EL041.ROTE BOUND \ j BOTTOM AREA.10.83' x 28' 303 SF ; �f ? I
ASSUMED A-1
\ IDES: 155 SF
S
_ 41.10 \ \ +BOTTOM: 303 SF .111L .2 '3
56.0' �\ TOTAL: 458 SF
z��
P CAPACITY: x 4 // - 3 0 K
BENCHMARK •27� 1\` PROPOSED CA TY: 458 SF 0.7 G D SF - 3 $ G/D
HYDRANT ti Ej�j.
TAG BOLT #469 Y �o \ \� SEPTIC SYSTEM ,DESIGN DAA
EL.42.2t
ASSUMED
-___--__-------L-_-------�-_- /,� `; VARIANCE REQUESTED:
EDGY OFPA
310 CMR 15.405 "CONTENTS OF LOCAL UPGRADE APPROVAL" .
TITLE 5 SITE PLAN
PAS _`` \` MINIMUM SLAB FOUNDATION FROM THE SOIL ABSORPTION SYSTEM SYSTEM. UPGRADE
LILY POND ROAD `, OF LAND IN
off. 508-362-4541 a2
\ \ REDUCED FROM TO 8.3 t (310 CMR 15.405 (b))
f fax 508-362-9880 SOUTH YARMOUTH, MA
down cape engineering, inc. ` ..PREPARED FOR WILLIAM BROCK
ur
OF
00
SITE PLAN
CIVIL ENGINEERS ! ARNEH. ys � AHE �cyG� SOUTH YARMOUTH, M
LOCATED
MO 664
U
r- �` _ ; OJALAoJALn y 0`„ +YA
R A
0
LAND SURVEYORS �.. SCALE: 1 -20 BOARD H `- s CIVIL � -20 D
OA OF HEALTH __ ,, o.3M2: ; Af.2ssas � TE: 6-13-00
_ SCALE• 1 - A
• o
9 main St. yarmouth, ma 02675 A�fc► TES s, Q
�' �- MA 20 0 20 40 60 Feet
-116 APPROVED DATE DATE NE H. OJALA' P.E., P.L.S. -