Engineered Plan - Rev. 2015SYSTEM PROFILE
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE
7' FILTER FABRIC OVER STONE
35.0 A/IAIIAIIIAI 7RI r rm/CD M/CD DD CrACT
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 34.0'
(7.5 % SLOPE) _ ( 1 % SLOPE)
FOUNDATION 18' SEPTIC TANK 9' —
*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—
EGEND
99—
EXISTING CONTOUR
X 99-1
EXIST. SPOT ELEV.
99
NOTE.' 2" MIN. WALL
198.41
BLOCKS OR
TH1
PRECAST H-10
RISERS (TYP.)
TEST HOLE
2�
SLOPE OF GROUND
THICKNESS REQUIRED
UTILITY POLE
FIRE HYDRANT
PRECAST RISERS
2'o
2=
0/d Townhouse Rd.
4"OSCH40 PVC
Stam
MORTAR ALL
a ordina o
B
PIPES LEVEL 1ST 2'
c
COMPONENTS
(NP')
,
ind'amm r
�
Suffolk
ENDS
o
SIDES
*32.5'
0
1 On 1500 GAL H-10 14"
TEE
Y'OJ°Oi°O�°^Y' _
°_o o ° ��E�m DD�L�
o 0 0 0 0 0 0
O'O O Oa'ol
o ° ° °
>00000000
0 0 0 0 0 0 0 0
����—O �0��
31.12
TEE SEPTIC TANK
:.
0.87' ``
0 0 0 o 0
°°°°°°°°
OOOOOO<�OOOO
000aoom==[q
OO�OOOOOOOO
oaoaaoaooaa
°O°OO°OO°0°
o 0 0 0
GAS BAFFLE;;
oo°°oo°°o°o° o
0 0 0 0 0 0
° ° ° ° ° ° N00000000
�_000�o�o„o_
00000000
0000000000
oa�aooa000❑
0�0 0000000
amar�000a000
;00000000
00000000c,
aooaa�aa�o�
aoaao�a0000
;0000
30.77'
30.60'
o°o°0000;
>°0°0°o°o
°�°�°�°�
+: 4' LIQ. LEVEL (ACME OR EQUAL),-.,
-"
WATER TEST D'BOX FOR LEVELNESS
EL. 28.5
°o°o°o°o°o°o°0°0°0°0°0°0°0°0°0°0°0�0°0°0°0°0°
H-10 500 CAL.
LEACHING CHAMBER BY ACME PRECAST
OR EQUAL.
�,o,o„o_0_°_n_�_� ° o 0 0 ° o_�_°_ _n_o.o 0
,
3/4"-1-1/2' DOUBLE WASHED STONE 4' MIN.
(2UNITS REQUIRED
)
ALL AROUND PRECAST STRUCTURES
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83'
COMPACTION. (15.221 [2])
LO
(7.5 % SLOPE) _ ( 1 % SLOPE)
FOUNDATION 18' SEPTIC TANK 9' —
*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—
EGEND
99—
EXISTING CONTOUR
X 99-1
EXIST. SPOT ELEV.
99
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
00
TEST HOLE
2�
SLOPE OF GROUND
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: AMY VON HONE, RS
DATE: 7/29/14
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
�] ELEV.
1
0" 33.5'
A
LS
4„ 1OYR 5/2
B
LS
21" 1 OYR 5/8 31.8'
C
PERC
FS
2.5Y 7/3
138" I 122.0'
NO GROUNDWATER ENCOUNTERED
DCE #15-167
m
0
(—!—% SLOPE)
— 12' —
Scale:1 "= 20'
0 10 20 30 40 50 FEET
LEACHING
FACILITY
22.0' BOTTOM TH-1
NO GROUNDWATER FOUND
wmw�— -
DATE
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-10
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.
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 FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 87 PARCEL 6
SITE IS LOCATED WITHIN A ZONE II
2 BEDROOM DEED RESTRICTION REQUIRED
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 2 BEDROOM DWELLING
DESIGN FLOW: 2 BEDROOMS Com? 110 GPD = 220 GPD
USE A 220 GPD DESIGN FLOW
SEPTIC TANK: 220 GPD (2) 440
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
TOTAL: 472 S.F. 349 GPD
\ USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
iV
DANIEL A. OJALA, P.E., P.L.S.
Date
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
#4 TEMPLETON PLACE
WEST YARMOUTH, MA
PREPARED FOR
DAVID PANKRATZ
DATE: JULY 31, 2015
REV: AUGUST 20, 2015 (2 BEDROOM NOTE)
off 508-362-4541
I fax 508-362-9880
downcape.com
00WO c41,0e en,gineerin.ff, inc.
civil engineers
Ion d surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
, MA
e n
X�t
ain t
00
�o
�L
0/d Townhouse Rd.
Locus
Stam
a ordina o
B
c
a
ind'amm r
�
Suffolk
o
O
0
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 87 PARCEL 6
SITE IS LOCATED WITHIN A ZONE II
2 BEDROOM DEED RESTRICTION REQUIRED
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 2 BEDROOM DWELLING
DESIGN FLOW: 2 BEDROOMS Com? 110 GPD = 220 GPD
USE A 220 GPD DESIGN FLOW
SEPTIC TANK: 220 GPD (2) 440
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
TOTAL: 472 S.F. 349 GPD
\ USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
iV
DANIEL A. OJALA, P.E., P.L.S.
Date
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
#4 TEMPLETON PLACE
WEST YARMOUTH, MA
PREPARED FOR
DAVID PANKRATZ
DATE: JULY 31, 2015
REV: AUGUST 20, 2015 (2 BEDROOM NOTE)
off 508-362-4541
I fax 508-362-9880
downcape.com
00WO c41,0e en,gineerin.ff, inc.
civil engineers
Ion d surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
, MA