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ALL STEMSHALL
SYSTEM PROFILE MAR ED WITHCMAGNETICTTAPE OR BE 1, DATUM IS NAVD 88
(NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
FIRST FLOOR EL. 45.8' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 2. MUNICIPAL WATER IS EXISTING
FILTER FABRIC OVER STONE 3, MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
44.5' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 45.0 45.5 4. DESIGN LOADING FOR ALL PROPOSED PRECAST
0 NOTE: MIN. WALL THICKNESS 2" BLOCKS OR UNITS TO BE AASHO H -2Q
PRECAST H-1
R�ERs (�, PRECAST RISERS 5. PIPE JOINTS TO 8E MADE WATERTIGHT.
2'0 4"0SCH40 PVC MORTAR ALL INVERT IN 41.5'
F �
PIPES LEVEL 1ST 2' 2 COMPONENTS 2' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
LI ENDS (nP') SIDES 42.5 WITH 310 CMR 15.000 (TITLE 5.)
V42.A�* 10" 1500 GAL H-10 ,4"eo. TEE SEPTIC TANK TEE°°° ° 000007. THIS PLAN IS FOR PROPOSED WORK ONLY AND
42.12 \41.87'0 ; o 'o o' 0 6 MIN. SUMP ° ° ° °
" 0°0 °®®®�®®®®®® ®�®®®®®®®®� NOT TO BE USED FOR LOT LINE STAKING OR ANY
Goo % o o S o ; ° ° ° 0 ®®®®®®®®®®®®® °o°o°o°
0 0 0 0 0 0 " °°°° o 0 0
GAS BAFFLE +_o�o�o 0 0_ 12 MIN. INT. DIM. c�i 00.0.0
GAS ®@®®�®®®®®® :00000000 , OTHER PURPOSE.
000o0000 °0°0°0°0 39.5 "
4' UQ. LEVEL (ACME OR EQUAL).... 41.79 41.62
., „ ., ....: • , WATERTEST D'BOX 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC.
0000000000000ooao00000000000o0o0o00000000000� FOR LEVELNESS
0000000000000000000000000000000000,°,0000000000 " , H -2G 500 GAL LEACHING CHAMBERS BY ACME PRECAST OR EQUAL
�'o•,o•,o_�_0_n_•�_, o 0 0 o 0 0_o_�_ _o_o.0 0 3�4"-1 -1�2 DOUBLE WASHED STONE 2 MIN. (4) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR
ALL AROUND PRECAST STRUCTURES CONCEALED WITHOUT INSPECTION BY BOARD OF
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 38.00' X 8.83' HEALTH AND PERMISSION OBTAINED FROM BOARD
COMPACTION. (15.221 [21) . In OF HEALTH.
00
(2.5% SLOPE) (-L% % SLOPE) (-!-% SLOPE) 10. CONTRACTOR SHALL BE RESPONSIBLE FOR
MIN. LEACCALLING DIGSAFE (1-888-344-7233) AND
FOUNDATION- 11 SEPTIC TANK 8' D' BOX 14' FACILHTYG 35.5' BOTTOM TH-1 VERIFYING THE LOCATION OF ALL UNDERGROUND &
NO GROUNDWATER FOUND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
"GROUNDWATER EXPECTED
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
AT EL. 31.0 11. ANY UNSUITABLE MATERIAL ENCOUNTERED
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
INTERIOR PLUMBING TO BE RE-ROUTED AS NECESSARY 12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
LEGEND-
-
99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-[991-
PROPOSED CONTOUR
[98.4]
PROPOSED SPOT EL.
TH1
Yarmouth
SL
TEST HOLE
2�
SLOPE OF GROUND
43.3'
UTILITY POLE
C,
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: 3/26/15
PERC. RATE = < 8 MIN/INCH
CLASS I' SOILS
ELEV.
0„ 45.5'
A
SL
1OYR 4/2
11"
= 330 GPD
B
Route 6
Yarmouth
SL
27„
1OYR 6/3
43.3'
C,
Locu73
SiL
50"
2.5Y 7/2
41.3'
PERC
C2
FS
2.5Y 7/6
120" 135.5'
NO GROUNDWATER ENCOUNTERED
LICE #15-005
0 10 20 5u 4u ou rtti
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 83 PARCEL 2
►TEM DESIGN:
DISPOSER IS NOT ALLOWED
xit 7
GPD
= 330 GPD
z
Route 6
Yarmouth
m j
Campground
TANK: 330 GPD (2) = 660
z
Locu73
Q a a
�
=
0
2
2 (38 + 8.83) 2 (.66) =
124
GPD
38 x 8.83 (.66) =
221
GPD
0
y99�m
345
Barnstable
Municipal
'f'ood'ovo��
H-20 500 GAL. LEACHING
Airport
COMM
)R EQUAL) WITH 2' STONE
Electric
AROUND
Cocheset
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 83 PARCEL 2
►TEM DESIGN:
DISPOSER IS NOT ALLOWED
FLOW: 3 BEDROOMS ..@ 110
GPD
= 330 GPD
$30 GPD DESIGN FLOW
TANK: 330 GPD (2) = 660
500 GAL. SEPTIC TANK
G:
2 (38 + 8.83) 2 (.66) =
124
GPD
38 x 8.83 (.66) =
221
GPD
522 S.F.
345
GPD
H-20 500 GAL. LEACHING
CHAMBERS
)R EQUAL) WITH 2' STONE
ALL
AROUND
, MA
=D DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
13 PARK CIRCLE
EST YARMOUTH, MA
PREPARED FOR
LEE ROBERTS
DATE: MARCH 30, 2015
all 508-362-4541
I fax 508-362-9880
downcape.com @
d0Wn cape ealineerin.9, int.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
15-005 ROBERTS.DWG