HomeMy WebLinkAbout25 Herveylines Lane Site PlanSYSTEM PROFILE
PROVIDE MIN. 20" DAM. WATERTIGHT (NOT TO SCALE)
ACCESS COVERS TO WITHIN 6' OF FIN. GRADE
2" PEASTONE OR GEOTEXTILE
\ _ TOP FOUND. EL. 28.5' FILTER FABRIC OVER STONE
PRECAST H-10
RISERS (TYP.)
Vol
MIN.
(__2 % SLOPE)
ALL SYSTEM COMPONENTS SHALL BE
MARKED -WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
CONCRETE. COVERS TO WITHIN 3" GRADE
2% SLOPE REQUIRED OVER SYSTEM 27.5'
BLOCKS OR
rj,:4"0,SCH4O PVC -MOR7AR ALL PRECAST RISERS
IPLEVEL 1ST 2' Tj COMPONENTS
) H 10
NVS EL 4
10" 1500 GAL H 10 14. ..-. . EL. 25.3'
TEE SEPTIC TANK TEE 25.5' ° ��®® O --m Elm
GAS
It Foo
24.78' 24.61'
CME OR EQUAL)
Q 99
;0000�°op000°000, `- H-10 500 GAL LEACHING CHAMBER BY ACME PRECAST OR EQUAL
3/4"-1-1/2" DOUBLE WASHED STONE
ALL AROUND PRECAST STRUCTURES (3) UNITS REQUIRED
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 32.50' X 12.83'.
COMPACTION. (15.221 [2])
(_L.3 % SLOPE) (-1-5r SLOPE)
FOUNDATION- 10' SEPTIC TANK 31, D' BOX 13' FACILITY 17.5' BOTTOM TH-1 & 2
NO GROUNDWATER FOUND _
'THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
LEGEND.
99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
99
PROPOSED CONTOUR
198.4]
PROPOSED SPOT EL.
TH1
1OYR 3/2
TEST HOLE
2�
SLOPE OF GROUND
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: ARNE H. OJALA, PE, SE
WITNESS: PHIL RENAUD
DATE: SEPT. 30, 2009
PERC. RATE _ < 2 MIN/INCH
CLASS 1 SOILS
ELEV
1
1
1
1
100.0 /J�
I
I
0.56
v 1
6
J�
If
n^
U
i�
! 23.6
Q z ELEV.
0" 27.5' 0" 27.5'
W\w
i
Scale: 1"= 20'
0 10 20 30 40 50 FEET
PCI trp
,Wir
i
PORCH
EXIST. DWELL.
TOP FNDN. _
20 28.5'
GARAGE
UNDER
PROPOSEC
ADDITION
(CRANLSPJ
M16
h/
e LARGE OAKS
NOTES
1. DATUM IS ASSUMED
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H -LQ
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH
310 CMR 15.000 (TITLE V.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR
CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH.
0/A
12"
FI LL
A/B
LS
1OYR 3/2
LS
1OYR 3/1
3"
14"
E
E
FS
FS
10YR 5/2
10YR 5/2
8"
18"
B
B
LS
LS
381,
10YR 5/6
24.3' 46"
10YR 5/6
23.6'
C
C
PERC
FS
FS
2.5Y 7/4
2.5Y 7/4
120"
17.5' 120"
17.5'
NO GROUNDWATER
ENCOUNTERED
09-063
W\w
i
Scale: 1"= 20'
0 10 20 30 40 50 FEET
PCI trp
,Wir
i
PORCH
EXIST. DWELL.
TOP FNDN. _
20 28.5'
GARAGE
UNDER
PROPOSEC
ADDITION
(CRANLSPJ
M16
h/
e LARGE OAKS
NOTES
1. DATUM IS ASSUMED
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H -LQ
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH
310 CMR 15.000 (TITLE V.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR
CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND & NOT TO SCALE
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. ASSESSORS MAP 59 PARCEL 16
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE LOCUS IS WITHIN FEMA FLOOD ZONE "C"
PROPOSED LEACHING FACILITY. AS SHOWN ON COMMUNITY PANEL#250015 0004C
12. EXISTING LEACHING FACILITY SHALL BE PUMPED DATED 6/17/86
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND. SITE IS NOT WITHIN AN APD
13. WATER TEST D'BOX FOR LEVELNESS. REF: DB 10794 PG. 130 PB 174 PG. 31 &
CTF 144743 LCP 28410-F
EXIST. INVERT -
OUT EL. 26.0'±
7 8
ST
r 0IAD£ F£k
o,
X 7.17 `\
CRAWLSP. `zs
\.2 -89
LOTS 31 & 31A
55 12,161± SF
27.41
-27. 7
I;CP) p X .67
o /O, O BENCH MARK - TOP OF
0 3j 1 CONIC. FNDN. ELEV. - 28.5
4 7* 81 � Y
7x 7.56
Al
o P �x /
C2am; r" /
r° /
27.73 U
! 7
Jz
>€;1 P .0N"FM TO AjL TBP'^
GYLA,\S AND REGLuT
e_t'MOUTI!d�WATF9
�- J 13EP7 ;
7.10
61
GARDEN
.22
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND, TO MEET
SPECIFICATIONS OF 310 CMR 15.255(3)
k O-\-0'
DATE
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD (2) = 880
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (32.5 + 12.83) 2 (.74) = 134.2 GPD
BOTTOM 32.5 x 12.83 (.74) = 308.5 GPD
TOTAL: 598 S.F. 442.7 GPD
USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE AT SIDES AND 3.5' AT ENDS
, MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
-1
DANIEL A. OJALA, P.E., P.L.S.
25 HERVEY LINES LANE
SOUTH YARMOUTH
PREPARED FOR
ROBERT WELCH
OCTOBER 1, 2009
off 508-362-4541
fax 508-362-9880
downcope.com
down cape engineering, Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
09-063.DWG(SBO)
HLE GuPY
IM
10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND & NOT TO SCALE
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. ASSESSORS MAP 59 PARCEL 16
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE LOCUS IS WITHIN FEMA FLOOD ZONE "C"
PROPOSED LEACHING FACILITY. AS SHOWN ON COMMUNITY PANEL#250015 0004C
12. EXISTING LEACHING FACILITY SHALL BE PUMPED DATED 6/17/86
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND. SITE IS NOT WITHIN AN APD
13. WATER TEST D'BOX FOR LEVELNESS. REF: DB 10794 PG. 130 PB 174 PG. 31 &
CTF 144743 LCP 28410-F
EXIST. INVERT -
OUT EL. 26.0'±
7 8
ST
r 0IAD£ F£k
o,
X 7.17 `\
CRAWLSP. `zs
\.2 -89
LOTS 31 & 31A
55 12,161± SF
27.41
-27. 7
I;CP) p X .67
o /O, O BENCH MARK - TOP OF
0 3j 1 CONIC. FNDN. ELEV. - 28.5
4 7* 81 � Y
7x 7.56
Al
o P �x /
C2am; r" /
r° /
27.73 U
! 7
Jz
>€;1 P .0N"FM TO AjL TBP'^
GYLA,\S AND REGLuT
e_t'MOUTI!d�WATF9
�- J 13EP7 ;
7.10
61
GARDEN
.22
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND, TO MEET
SPECIFICATIONS OF 310 CMR 15.255(3)
k O-\-0'
DATE
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD (2) = 880
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (32.5 + 12.83) 2 (.74) = 134.2 GPD
BOTTOM 32.5 x 12.83 (.74) = 308.5 GPD
TOTAL: 598 S.F. 442.7 GPD
USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE AT SIDES AND 3.5' AT ENDS
, MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
-1
DANIEL A. OJALA, P.E., P.L.S.
25 HERVEY LINES LANE
SOUTH YARMOUTH
PREPARED FOR
ROBERT WELCH
OCTOBER 1, 2009
off 508-362-4541
fax 508-362-9880
downcope.com
down cape engineering, Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
09-063.DWG(SBO)
HLE GuPY