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.PARCEL 51047,088 SF)
ASSESSORS MAP: 51 PARCEL: 56
PLAN BOOK: 73, PAGE: 51
9
96.1
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE: (10 ROOMS 12=5 BEDROOMS)
5 BEDROOMS AT 110 GAL / DAY = 550 GAL / DAY
SEPTIC TANK:
550 GAL /DAY x 2 DAYS = 1100 GAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA:
USE 4 - 500 GALLON CHAMBERS (8.5' x 4.8' x 7 EFF. DEPTH) WITH
4' OF STONE ALL AROUND (42'x 12.8'x 2' DEEP)
SIDE AREA: (42'+ 12.8') x 2 x 2 = 219 SF (0.74) = 162 GAUDAY
BOTTOM AREA: 42'x 12.8'= 538 SF (0.74) = 398 GAUDAY
CAPACITY <RLAUDAY
42.0'
LEACH AREA DETAIL
ARKAT
FINER OF
FEP
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SEPTIC SYSTEM SECTION /
FLOOR
99.49 COVERS WITHIN 6" VVV
0°
a TOP OF OF FINISHED GRADE
FOUNDATION
1/4"per ft t^
(3
bath. I bath.
1 JI bed
room
rbo�om F —
bed bad
room
oom
2nd FLOOR
1500 GAL
SEPTIC TANK
M
6' OF STONE UNDER OR ECHANICALLY COMPACTED) a
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
PEASTONE OR FILTER FABRIC
31,V'- 1 1/2" DOUBLE
WASHED STONE
INSPECTION PORT
�FLEV. 9.33
1/8" Per It
ELEV.ELEV. It=l 4 ° ° I'Iftg6el
D -BOX 4
(6" STONE UNDER)
42'x 12.8'
9 5 4 - 500 GALLON CHAMBERS WITH
ELEV. ✓ (42' x 12.8' STONE FFECTIVEUDEPTH)
- GAS BAFFLE
AT OUTLET TEE
TEST HOLE LOGS
ENGINEER: THOMAS McLELLAN, P.E.
WITNESS: AMY VON HONE, R.S.
DATE: 7-11.19
PERCOLATION RATE: < 2 MIN/IN
TH-1
O/A HORIZON
LOAMYSAND
10YR 4/1
B HORIZON
LOAMYSAND
10YR 5/8
C HORIZON
FINE SAND
2.5Y 7/4 PERC AT 42"
97.0
Ems-
NO GROUND WATER ENCOUNTERED
TERRY
ANN
WARNER
No. 38721
--jam "'►17
KEY:
EXISTING CONTOUR: — — — PROPOSED CONTOUR: •------"-----
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25.5
TEST HOLEY
UTILITY POLE:
FENCE UNE: -
HYDRANT; .b.
RETAINING WALL:
REPRESENT A FULL DETAILED PROPERTY SURVEY.
13. EXISTING CESS POOL IS TO BE PUMPED AND FILLED WITH SAND OR REMOVED.. ANY ADDITIONAL
CESS POOLS FOUND DURING CONSTRUCTION ARE TO BE PUMEED AND FILLED OR REMOVED.
EXISTING DWELLING WAS BUILT 170 YEARS AGO. ,✓
14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
CML
NIL 30471
,,. �,.r. _.... Q— II
THOMAS J. McLELLAN, P.E.
Permit valid for REPAIR OF S Fl -IC, SVST
ONLY, due to... State and. Loral septiic'�variar
Board of IleaHh review and approval is. required
any falure add ikons/rcndrations/a Iterations
sewage lardities and/or structures/dwelling;.
Yarmouth Health De
parfinenl
A PPRO V P lY
SITE PLAN
LOCATION:
162 OLD MAIN ST., S. YARMOUTH, MA
PREPARED FOR:
REBECCA HOWES
BASS RIVER ENGINEERING
P.O. BOX 1163, EAST DENNIS, MA 02641
508-3649048
1"=30'/
kitchenNOTES:
1. VERTICAL DATUM: ASSUMED
dining
2. MUNICAPAL WATER IS AVAILABLE.
room
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
bath
4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPECIFICATIONS.
- bath
5. PIPE PITCH = 1/4" PER FOOT (UNLESS NOTED OTHERWISE).
livin
room -
/
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL. s/
office
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL,
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL
den
CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS.
room
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
parch
10. GROUND COVER OVERALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED T WITHOUT VARIANCE.
1st FLOOR
11. FIELD SURVEY PROVIDED BY TERRY A. WARNER, P.L.S., HARWICH, MA.
12. THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND
IS SUBJECT TO CHANGE UNTIL SUCH TIME. THIS PLAN HAS BEEN PREPARED FOR THE SOLE
EXISTING FLOOR PLAN
TERRY
ANN
WARNER
No. 38721
--jam "'►17
KEY:
EXISTING CONTOUR: — — — PROPOSED CONTOUR: •------"-----
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25.5
TEST HOLEY
UTILITY POLE:
FENCE UNE: -
HYDRANT; .b.
RETAINING WALL:
REPRESENT A FULL DETAILED PROPERTY SURVEY.
13. EXISTING CESS POOL IS TO BE PUMPED AND FILLED WITH SAND OR REMOVED.. ANY ADDITIONAL
CESS POOLS FOUND DURING CONSTRUCTION ARE TO BE PUMEED AND FILLED OR REMOVED.
EXISTING DWELLING WAS BUILT 170 YEARS AGO. ,✓
14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
CML
NIL 30471
,,. �,.r. _.... Q— II
THOMAS J. McLELLAN, P.E.
Permit valid for REPAIR OF S Fl -IC, SVST
ONLY, due to... State and. Loral septiic'�variar
Board of IleaHh review and approval is. required
any falure add ikons/rcndrations/a Iterations
sewage lardities and/or structures/dwelling;.
Yarmouth Health De
parfinenl
A PPRO V P lY
SITE PLAN
LOCATION:
162 OLD MAIN ST., S. YARMOUTH, MA
PREPARED FOR:
REBECCA HOWES
BASS RIVER ENGINEERING
P.O. BOX 1163, EAST DENNIS, MA 02641
508-3649048
1"=30'/