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LOCATION211.7
367 MAP
LOT5F)
ASSESSORS MAP: 77 PARCEL: 19
PLAN BOOK: 249, PAGE: 113
KEY:
EXISTING CONTOUR: - - - -
PROPOSED CONTOUR: .............
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25.5
TEST HOLE: .
UTILITY POLE: -0--
FENCE LINE: -
HYDRANT:
RETAINING WALL:
BENCHMARK AT
RIGHT CORNER
OF BULKHEAD
ELEVATION = 100.90
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE:
3 BEDROOMS AT 110 GAL / DAY = 330 GAL / DAY
SEPTIC TANK:
330 GAL / DAY x 2 DAYS = 660 GAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA:
USE 3 - 500 GALLON CHAMBERS (8.5'x 4.8'x 2' EFF. DEPTH) WITH
250F STONE AROUND SIDES AND 2' AT ENDS (29.5'x 9.8'x 2' DEEP)
SIDE AREA: (29.51+ 9.81 x 2 x 2 = 157 SF (0.74) =_11 6 GAUDAY
BOTTOM AREA: 29.5'x 9.8'= 289 SF (0.74) = 214 GAUDAY
CAPACITY = 330 GAUDAY
SEPTIC SYSTEM SECTION
102.75
TOP OF
° FOUNDATION
99.3
ELEV. a
° 98.6
ELEV.
° 1000 GAL
SEPTIC TANK
TEE SIZES: (TO BE CONFIRMED)
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
BED CAPTAIN B{,AGG READ I I I ROOM I ROOM LIVING
W I ROOM
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98 i
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89.80'
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10'
BEDDINING
BATH
ROOM KITCHEN AREA
BATH
bh sh
DECK
EXISTING FLOOR PLAN
zw/ 21- /////r, 42
(EXISTING)
OF
D -BOX
(6" STONE UNDER)
-GAS BAFFLE
AT OUTLET TEE
T MAX.
COVER
(1' MIN)
ELEV.
TEST HOLE LOGS
GARAGE ENGINEER: THOMAS McLELLAN, P.E.
WITNESS: PHIL RENAUD
DATE: 10-6-16
PERCOLATION RATE: < 2 MIN/IN
Permit valid for REPAIR OF SEPTIC SYSTEM
ONLY;. due; `to State and local septic variances.
,Board ofHealthreview and approval is required for -
any, future add itions/rend% ations/aIterations to
sewage facilitie's and/or.structures/dwelling.
,Yarmouth Health Ucnartment
APF0v. G
RECEIVEID
DEC 0 2 2016 .
HEALTH DEPT,
H OFM,is`"cyG
TERRYs�
o ANN
WARNER' `�
NO. 38721
o -
PEASTONE OR FILTER FABRIC
3/4" -1 1/2"
WASHED STONE
INSPECTION PORT
,-- ELEV.= 97.83
^1.1 1 95.0
H, 5, ELEV.
29.5'x 9.8'
3 - 500 GALLON CHAMBERS WITH
2.5' OF STONE AROUND SIDES
AND 2' AT ENDS
(29.5'x 9.8'x 2' DEEP)
TH-1 100.5
FILL ELEV.
0/A HORIZON
LOAMY SAND
10YR 3/1 99.0
B HORIZON
LOAMY SAND
10YR 6/8 97.8
C HORIZON P
MEDIUM SAND ERC AT 55"
2.5Y 7/4
138"1 1 89.0
NO GROUND WATER ENCOUNTERED
NOTES:
1. VERTICAL DATUM: ASSUMED
2. MUNICAPAL WATER IS AVAILABLE.
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPECIFICATIONS.
5. PIPE PITCH = 1/4" PER FOOT (UNLESS NOTED OTHERWISE).
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
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
CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 31.
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.
13. EXISTING LEACH PIT IS TO BE PUMPED AND REMOVED.
14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
15. THIS PLAN REQUIRES THE FOLLOWING VARIANCE FROM TITLE 5:
SECTION 15.211 (1): LEACH AREA TO BE LESS THAN 20' FROM BULKHEAD, (VARIANCE OF 1').
SITE PLAN )I
LOCATION:
74 CAPT. WRIGHT RD." S. YARMOUTH, MA
PREPARED FOR:
SUSAN ROLLINS
DATE: 10-12-16 SCALE: 1" = 20'
V um l
fy _ _
BASS RIVER ENGINEERING
THOMAS J. McLELLAN, P.E. P.O. BOX 1163, EAST DENNIS, MA 02641
508-364-9048
a =
SITE PLAN )I
LOCATION:
74 CAPT. WRIGHT RD." S. YARMOUTH, MA
PREPARED FOR:
SUSAN ROLLINS
DATE: 10-12-16 SCALE: 1" = 20'
V um l
fy _ _
BASS RIVER ENGINEERING
THOMAS J. McLELLAN, P.E. P.O. BOX 1163, EAST DENNIS, MA 02641
508-364-9048