HomeMy WebLinkAboutEngineered Plan - Rev. 2017SYSTEM PROFILEALL MARKED WTHTEM CMAGNETIC TTAPE OR S SHALL BE
PROVIDE MIN. 20" DIAM. WATERTIGHT
(NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE
4' FILTER FABRIC OVER STONE
27 5' '
PRECAST H-10
RISERS (TYP.)
2'0
MINIMUM .75 OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 27.0
NOTE: 2" MIN. WALL BLOCKS OR
THICKNESS REQUIRED MORTAR ALL PRECAST RISERS
4"OSCH40 PVC COMPONENTS H-10 INV'S EL.
6" MIN. SUMP PIPES LEVEL 1ST 2' 2 -
12" MIN. INT. DIM. ENDS 5' 23.20'
BET.' SIDES
LI 10" 1500 GAL H-10 14" r0000�^ •.: :": �• .; .;. oosso= ..: •; ::: oooo -
23.92' 0 0 0 0 _ O O O O O O o°0 30000°0°00
TEE SEPTIC TANK TEE , ���0 0 �0�0 00 000 PJ��I]- -MMDO ° o o °
3.67 . _..., ° �o�o o�o0 3 ° ° ° °
000000000 00°0000 X000000 .0a
WATERTEST D'BOX00000000 . ao�oo�000aa ° ° . 000a0000aaa
-.--.-o-
0 0 0 0 0 000 0 o 0 0 0 0
0°0°0°0°0°0° o°o°o°o° [� (� (� p 0000°o°o O O (� O O O O O 100°o°o°o°
0 0 0 0 0 0 0 0 0 0 MMEIME1=2MMM 00°0°0 �a���0���a� 0 0°°
GAS BAFFLE �_o�o�.00...
o °_ FOR LEVELNESS oo°oo°0000 O��O������® 000000 ����O�C�®DDD °o°o°o°o
23.50' 23.33' 0000°°°° 0000'0 00000000,
°
4' LIQ. LEVEL (ACME OR EQUAL) '' °°°°°°°° °° °° 21.20'
00000O000°g00000000000000000000000000e000000a
00000000000000000„00000. H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST
0,0 00 0 0 0 0 t.t�_n_ _11,.0,00 o
3/4"-1-1/2" DOUBLE WASHED STONE (3) UNITS REQUIRED
4 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 40' X 10'
L� COMPACTION. (15.221 [21)
(_?-_5% SLOPE MIN.) (—L% % SLOPE) (—!—% SLOPE)
15' SEPTIC TANK 17' D' BOX 15' LEACHING
FOUNDATION FACILITY
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
LEGEND
ay —
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
—[991—
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
12"
FI LL
TEST HOLE
2�.
SLOPE OF GROUND
LS
UTILITY POLE
Y,
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS. AMY VON HONE, RS
DATE: 11/17/2016
PERC. RATE _
< 2 MIN/INCH
CLASS I
SOILS
ELEV.
1
0"
26'
12"
FI LL
A
LS
1OYR 4/2
18"
B
LS
34"
1OYR 5/8 23.2'
PERC JA
C
MS
1OYR 7/4
144" 14'
NO GROUNDWATER ENCOUNTERED
LICE' #, 6-380
DEN
BATH (BEDROOM
BEDROOM
KITCHEN I BATH I BEDROOM
LIVING
ROOM BEDROOM
14.0' BOTTOM TH-1
NO GROUNDWATER FOUND
NOTES
1. DATUM IS NAVD 88
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 5.)
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.
VARIANCES REQUESTED:
UNDER MAX. FEASIBLE COMPLIANCE 15.405:
(1a): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 5')
(1b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 16.4')
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING AND
VERIFYING (THE LOGSAFE CATION OF ALLUNDERGROUND& LOCUS MAP
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. SCALE 1"=2000'±
11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 47 PARCEL 20
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
WATERMAIN
LOCATED ON
OPPOSITE SIDE
OF STREET
NO ABUTTING FOUNDATIONS
WITHIN 20' OF PROPOSED S 27 401: LEACHING FACILITY 0'
BENCHMARK:
Q CBDH ELEVATION I
p 70 =28.2 NAVD88
SHED BE o
R OCATED �sQ•
25 No �\
o�
T 1 ,`�v�• �� • o N 29
� OFc� �}O�p�
PATIO I I �
f� 26
FLOOR PLANS I
NOT TO SCALE
Scale: 1"= 20'
0 10 20 30 40 50 FEET
9�0 Op ~�2
PATIO - 8-
D
0
- o
AV D cbo.
DRI E oy
��•O
o STV
Y
ti
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 (40 + 10) 2 (.74) = 148 GPD
BOTTOM 40 x 10 (.74) = 296 GPD
TOTAL: 600 S.F. 444 GPD
USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 2.25' STONE AT ENDS 5' BETWEEN UNITS AND 2.6'
AT SIDES
APPROVED DATE
M A'
BOARD OF HEALTH
TITLE 5 SITE PLAN
Permit v rlid fo REPAIR Ul. S1:1'"1'IC SN'S'fh;M OF
ONI,l', due to State ar d I ocal septic variances.
Board A llealth review : nd ;io proval is required for #23 ECHO ROAD
any Auture additio .li-enovationslalrcratiorrs to
sewag. facili es ancl/or:tinclures/d„rlling. WEST YARMOUTH, MA
Y trmouth If "11th Ueparta °1111
P 1311 a��VE ,' / PREPARED FOR
LINDA TUCKER
ae Oate
s DATE: NOV. 21, 2016
REV.: JAN 4, 2017
DATE
RV��
DANIEL A. OJALA, P.E., P.L.S.
off 508-362-4541
I fax 508-362-9880
downcope.com
dopa W#0e aa�'iaeefh7 ', iac.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
16-380
Basse t
Pond
Horse
Pond
d Rd.
ISIOn
Bork
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o on Locus
0
J
to�l
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Route
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10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING AND
VERIFYING (THE LOGSAFE CATION OF ALLUNDERGROUND& LOCUS MAP
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. SCALE 1"=2000'±
11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 47 PARCEL 20
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
WATERMAIN
LOCATED ON
OPPOSITE SIDE
OF STREET
NO ABUTTING FOUNDATIONS
WITHIN 20' OF PROPOSED S 27 401: LEACHING FACILITY 0'
BENCHMARK:
Q CBDH ELEVATION I
p 70 =28.2 NAVD88
SHED BE o
R OCATED �sQ•
25 No �\
o�
T 1 ,`�v�• �� • o N 29
� OFc� �}O�p�
PATIO I I �
f� 26
FLOOR PLANS I
NOT TO SCALE
Scale: 1"= 20'
0 10 20 30 40 50 FEET
9�0 Op ~�2
PATIO - 8-
D
0
- o
AV D cbo.
DRI E oy
��•O
o STV
Y
ti
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 (40 + 10) 2 (.74) = 148 GPD
BOTTOM 40 x 10 (.74) = 296 GPD
TOTAL: 600 S.F. 444 GPD
USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 2.25' STONE AT ENDS 5' BETWEEN UNITS AND 2.6'
AT SIDES
APPROVED DATE
M A'
BOARD OF HEALTH
TITLE 5 SITE PLAN
Permit v rlid fo REPAIR Ul. S1:1'"1'IC SN'S'fh;M OF
ONI,l', due to State ar d I ocal septic variances.
Board A llealth review : nd ;io proval is required for #23 ECHO ROAD
any Auture additio .li-enovationslalrcratiorrs to
sewag. facili es ancl/or:tinclures/d„rlling. WEST YARMOUTH, MA
Y trmouth If "11th Ueparta °1111
P 1311 a��VE ,' / PREPARED FOR
LINDA TUCKER
ae Oate
s DATE: NOV. 21, 2016
REV.: JAN 4, 2017
DATE
RV��
DANIEL A. OJALA, P.E., P.L.S.
off 508-362-4541
I fax 508-362-9880
downcope.com
dopa W#0e aa�'iaeefh7 ', iac.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
16-380