HomeMy WebLinkAbout83-1836 - Site Plan002LEGEND
99-
EXISTING CONTOUR
X 99.1.
EXIST. SPOT ELEV.
99
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
WITNESS: AMY VON HONE, R.S.,
SIDES: 2 (41.5
TEST HOLE
2�/
SLOPE OF GROUND
TOTAL:
UTILITY POLE
USE (5) H-20
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
m
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW:
4 BEDROOMS 0 110 GPD = 440 GPD
USE A 440 GPD
DESIGN FLOW
SEPTIC TANK:
440 GPD (2) = 880
USE A 2500 GAL.
SEPTIC TANK/PC COMBO
LEACHING:
WITNESS: AMY VON HONE, R.S.,
SIDES: 2 (41.5
+ 10.25) 1.83 (.74) = 140' GPD
BOTTOM
41.5 x 10.25 (.74) = 314 GPD
TOTAL:
631 S.F. 454 GPD
USE (5) H-20
3050 INFILTRATORS
WITH 3' STONE
AT ENDS AND 3' AT SIDES
PROP. FIRST FL AT EL 32.0'
, MA
APPROVED DATE BOARD OF HEALTH
BENCH MARK - HYDRANT ON
TAG BOLT #1486 EL.
20.5'
SYSTEM PROFILE MARKED WITHALL SYSTEM M
AGNETICTRE OR SHALL BE
(NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE
23.1' MINIMUM .75' OF COVER OVER PRECAST 2X SLOPE REQUIRED OVER SYSTEM 29.0
4"0SCH40 PVC
PROVIDE INLET PIPES LEVEL IST 2' 2" DOUBLE WASHED PEASTONE
TEE IN D'BOX / OR GEOTEX%! FABRIC
2500 GAL H-10�a-
.,o..a..a..a.,o..o..a..a..o..a..o.,C
4�FNC 00000000000000000000 OO OC
00000000000 O0O0O0O0O0OC
INVERT our ELEV. z1.o't 6" CRUSHED STONE OR M
COMPACTION. (15.221 [2])
MIN.
20
(_X SLOPE) (� X SLOPE)
FOUNDATION - 14' - SEPTIC TANK PUMP
CHAMBER 55' D' BOX 32'
10
SEPTIC TANK/ i
PC COMBINATION
5.25' V0. LEVEL GAS BAFFLE M
' ACME OR EQUAL
(SEE DETAIL BELOW)
/A
.,o..a..a..a.,o..o..a..a..o..a..o.,C
4�FNC 00000000000000000000 OO OC
00000000000 O0O0O0O0O0OC
INVERT our ELEV. z1.o't 6" CRUSHED STONE OR M
COMPACTION. (15.221 [2])
MIN.
20
(_X SLOPE) (� X SLOPE)
FOUNDATION - 14' - SEPTIC TANK PUMP
CHAMBER 55' D' BOX 32'
NOTE: WATERLINE MUST BE RE-ROUTED TO
BE MIN. 10' FROM SEPTIC COMPONENTS IF
RESERVE TO BE UTILIZED.
a
PROP. VENT (FINAL PLACEMENT WITH
HOMEOWNER'S CONSULTATION)
�O PROPOSED DWELLING
�6 TOP FNDN. = EL 31.0•
PROPOSED 2500 GAL. SEPTIC
2,9 TANK/PUMP CHAMBER COMBINATION
� O
�O A
O
N
i `V
PRQP. DECK
DECK/, AWN
ry SEE
N N / C J
o' ry `moi
00
ti� ry/
EXISTING
DWELLING GARD
I
EXISTING
DWELLING
FIRST FLOOR =
31.0'
(5) 3050 H-20 INFILTRATORS
3/4 TO 1 1/2' DOUBLE WASHED STONE
OVERALL DIMENSIONS TO OUTSIDE OF STONE: 41.5' X 10.25'
BASS RIVER
1 �
LEACHING
FACILITY
26.0'
17.3' BOTTOM TH-1
NO GROUNDWATER FOUND
NOTES
1. DATUM IS NGVD
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 -M
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
23.5' 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
N PERMISSION OBTAINED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
12. EXISTING LEACHING FACILJTY SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
13. PROPOSED WORK LIMIT LINE TO CONSIST OF SILT
FENCE &/OR HAYBALES, PER CONSERVATION AGENT
DIRECTION.
14. ALL ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS
OR STONE TRENCHES.
15. CONTRACTOR TO VERIFY SUITABILITY AND FEASIBILITY
OF EXISTING ELECTRICAL SYSTEM TO ACCOMMODATE
PROPOSED SEPTIC PUMP SYSTEM PRIOR TO INSTALLATION
OF ANY COMPONENT.
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 70 PARCEL 79
LOCUS IS WITHIN FEMA FLOOD ZONE
A7 EL 8 AND C AS SHOWN
ON COMMUNITY PANEL #250015 0004 C
DATED JUNE 17, 1986
LOCUS IS NOT WITHIN APD (ZONE II)
TEST HOLE LOGS
10
14" P PINE
ENGINEER: DAVID FLAHERTY, R.S., SE2755
/40
/A
D DRITH
WITNESS: AMY VON HONE, R.S.,
C.H.O.
1
DATE: JULY
24, 2008
14"PP E
TH 2
/
_ < 2 MIN/INCH
20" OAK
y� ARS
/ /W
PROP
W=WINE
moo'
W
\ -
\
28
NOTE: WATERLINE MUST BE RE-ROUTED TO
BE MIN. 10' FROM SEPTIC COMPONENTS IF
RESERVE TO BE UTILIZED.
a
PROP. VENT (FINAL PLACEMENT WITH
HOMEOWNER'S CONSULTATION)
�O PROPOSED DWELLING
�6 TOP FNDN. = EL 31.0•
PROPOSED 2500 GAL. SEPTIC
2,9 TANK/PUMP CHAMBER COMBINATION
� O
�O A
O
N
i `V
PRQP. DECK
DECK/, AWN
ry SEE
N N / C J
o' ry `moi
00
ti� ry/
EXISTING
DWELLING GARD
I
EXISTING
DWELLING
FIRST FLOOR =
31.0'
(5) 3050 H-20 INFILTRATORS
3/4 TO 1 1/2' DOUBLE WASHED STONE
OVERALL DIMENSIONS TO OUTSIDE OF STONE: 41.5' X 10.25'
BASS RIVER
1 �
LEACHING
FACILITY
26.0'
17.3' BOTTOM TH-1
NO GROUNDWATER FOUND
NOTES
1. DATUM IS NGVD
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 -M
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
23.5' 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
N PERMISSION OBTAINED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
12. EXISTING LEACHING FACILJTY SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
13. PROPOSED WORK LIMIT LINE TO CONSIST OF SILT
FENCE &/OR HAYBALES, PER CONSERVATION AGENT
DIRECTION.
14. ALL ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS
OR STONE TRENCHES.
15. CONTRACTOR TO VERIFY SUITABILITY AND FEASIBILITY
OF EXISTING ELECTRICAL SYSTEM TO ACCOMMODATE
PROPOSED SEPTIC PUMP SYSTEM PRIOR TO INSTALLATION
OF ANY COMPONENT.
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 70 PARCEL 79
LOCUS IS WITHIN FEMA FLOOD ZONE
A7 EL 8 AND C AS SHOWN
ON COMMUNITY PANEL #250015 0004 C
DATED JUNE 17, 1986
LOCUS IS NOT WITHIN APD (ZONE II)
TEST HOLE LOGS
"""Oor DANIEL
JALA
CIVIL % 8A.
No. 46502 OJALA
DATE DANIEL A. OJALA, P.E., P.L.S.
120" I 118_8' 132" 1
NO GROUNDWATER ENCOUNTERED
177
OF
17.3'
20 RIVER DRIVE
SOUTH YARMOUTH. MA
PREPARED FOR
LEE & BARBARA TROUP
JULY 25, 2008
REV. AUGUST 29, 2008 (CONS COMM)
Scale: 1 "= 20'
0 10 20 30 40 50 FEET
I - off 508-362-4541
fax 508-362-9880
downcape.com
down cope engineering, Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
.I
ENGINEER: DAVID FLAHERTY, R.S., SE2755
WITNESS: AMY VON HONE, R.S.,
C.H.O.
DATE: JULY
24, 2008
PERC. RATE
_ < 2 MIN/INCH
CLASS I
SOILS
4
ELEV.
t�
ELEV.
0"
28.8' 0"
28.3'
ACCESS FOR ROUTINE MAINTENANCE
A
A
MUST BE PROVIDED FOR ZABEL FILTER.
LS
LS
INSTALLER MUST FOLLOW ALL
MANUFACTURER'S SPECIFICATIONS FOR
1OYR 3/2
1 OYR 3/2
PROPER FILTER INSTALLATION
10"
10"
NOTE DOGAL RESE.RrE
B
B
PROVIDED N PC
ALARM AND CONTROL PANEL
INV. IN 23.1•
LS
LS
TO BE INSTALLED INSIDE'
BUILDING. ALARM TO BE ON INV. IN 20.5•
1 OYR 4/6
1 OYR 4/6
SEPARATE CIRCUIT FROM PUMP
2' PRESSURE UNE
35"
25.9 3D"
25.8'
ZABEL FILTER
(A1oo)
1e TEE
SLOPE TO V7AIN BACK
WI
FLOAT SWITCH ALARM ON OUTLET TEE W/EXTENSION
SETTINGS:
WEEP HOLE
PUMP ON
1500 GAL MI .
VALVE
5' WORKING RANGE 6"
THIS SIDE
OF BAFFLE
MYERS SRM 4
C
C
SUBMERSIBLE 4/10 HP PUMP
PERC
PUMP OFF 12
SYSTEM (OR EQUAL)
4 DOSES PER DAY. AT 110 GAL. PER 000000
(ON BLOCK)
0000
MS
MS
�0000 00
DOSE (5" WORKING RANGE)
E" BAFFLE
2500 GAL. SEPTIC
TANK/PUMP
CHAMBER COMBINATION
2.5Y 6/4
2.5Y 6/4
(NOT TO SCALE)
"""Oor DANIEL
JALA
CIVIL % 8A.
No. 46502 OJALA
DATE DANIEL A. OJALA, P.E., P.L.S.
120" I 118_8' 132" 1
NO GROUNDWATER ENCOUNTERED
177
OF
17.3'
20 RIVER DRIVE
SOUTH YARMOUTH. MA
PREPARED FOR
LEE & BARBARA TROUP
JULY 25, 2008
REV. AUGUST 29, 2008 (CONS COMM)
Scale: 1 "= 20'
0 10 20 30 40 50 FEET
I - off 508-362-4541
fax 508-362-9880
downcape.com
down cope engineering, Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
.I