HomeMy WebLinkAboutEngineered Plan - 20184
LOCUS
J
KEY:
EXISTING CONTOUR: - - - -
Qo= MFn�
PROPOSED CONTOUR: .............
EXISTING SPOT ELEVATION: 25.5
�RY�R
SPOT ELEVATION: 25.5
PROPOSED
TEST HOLE LOGS
TEST HOLE:
ELEV.
LIVING BED
ROOM ROOM
UTILITY POLE:
ENGINEER: THOMAS MCLELLAN, P.E.
FENCE LINE:
JUPITER LN
HYD
RETAIN NG WALL: o
LOCATION
515 SF)
ASSESSORS MAP: 50 PARCEL: 65
PLAN BOOK: 142, PAGE: 43
M18-81
25.0'
BO
LEACH AREA DETAIL
SEPTIC SYSTEM DESIGN SEPTIC SYSTEM SECTION
2" PEASTONE OR FILTER FABRIC
FLOW ESTIMATE: FIRST FLOOR COVERS WITHIN 6" 3/4" - 1 1/2" DOUBLE
3 BEDROOMS AT 110 GAL / DAY = 330 GAL / DAY 102.28 OF FINISHED GRADE WASHED STONE
TO ' .., „ z
"n FINISHED GRADE INSPECTION PORT
SEPTIC TANK: � �.. "° 1' 11 11 - z rzs, ELEV.= 98.83
330 GAL / DAY x 2 DAYS = 660 GAL 1 /4" per ft
3' MAX.
USE 1500 GALLON SEPTIC TANK 99.95 & 100.28 1/4" per ft COVER
ELEV. a (1' MIN)
EXISTING a 8.75 1/4" per ft
LEACHING AREA: (2 PIPES) ELEV.
USE 2 - 500 GALLON CHAMBERS (8.5'x 4.8'x 2' EFF. DEPTH) WITH 99.0 ELEV. ELEV. 96.0
ELEV. D -BOX H H ELEV.
4' OF STONE ALL AROUND (25'x 12.8'x 2' EFF. DEPTH)6" OF STONE UNDER OR 4' 4'
1500 GAL MECHANICALLY COMPACTED) NE _25'x 12.8'
SIDE AREA: (25' + 12.8') x 2 x 2 = 151 SF (0.74) = 112 GAUDAY SEPTIC TANK
BOTTOM AREA: 25' x 12.8' = 320 SF (6" OF STONE UNDER OR 98.0 2 - 500 GALLON CHAMBERS WITH
(0.74) = 237 GAUDAY ECHANICALLY COMPACTED) ELEV. 4' (2 STONE ALL AROUND
CAPACITY = 349 GAL/DAY TEE SIZES: GAS BAFFLE (25' x 12.8' x 2' DEEP)
INLET: 6" UP, 13" DOWN AT OUTLET TEE
OUTLET: 6" UP, 14" DOWN
Fenc --_.. S 83°16'15" E
- 3.00
' "•Oyu
EXISTING
3 BEDROO
DWELLIop nd.=N p 28 bh
� rn Shed
� n
c' .,12" pine
I
I
Imo-- W
deck
i
�I
-/ Paved Drive -
I
101
Split Rail Fey---�
N
ST "till
cr
12"i ine
p
20' n' o
min
n
n J
�_U. l.' .. 1LE
J
�. cps th-1 Jm
12" pine r
18" oak
J ��101
W Jf J
Split Rail Fence --I
101 I
101
BENCHMARK AT
NAIL IN OAK TREE
ELEVATION = 103.40
3
U7
JAN; : G 2� i 9
HEALTH DEPT.
Yarmouth Health Department
Date
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 3' WITHOUT VARIANCE.
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
PURPOSE OF CONSTRUCTION OF A NEW SEPTIC SYSTEM AND DOES NOT NECESSARILY
REPRESENT A FULL DETAILED PROPERTY SURVEY.
13. EXISTING CESS POOLS ARE TO BE PUMPED AND FILLED WITH SAND OR REMOVED.
14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
��OFA�q
a TP1021AS1
CIVI!..
,9
It. 36471
SITE PLAN
LOCATION:
142 LONG POND DR., S. YARMOUTH, MA
PREPARED FOR:
ADAM MILLER
DATE: 12-19-18 SCALE: 1 = 20'
BASS RIVER ENGINEERING
A , K
THOMAS J. MILE AN, P.E. P.O. BOX 1163, EAST DENNIS, MA 02641
508-364-9048
TH-1
101.0
TEST HOLE LOGS
ELEV.
LIVING BED
ROOM ROOM
BED
ROOM
ENGINEER: THOMAS MCLELLAN, P.E.
O/AHORIZON
LOAMY SAND
10YR 4/3
101.
100.2
WITNESS: AMY VON HONE, R.S.
B HORIZON
DATE: 12-13-18
LOAMY SAND
30"
10YR 5/8C
98.5
BATH
BED
PERCOLATION RATE: < 2 MIN/IN
HORIZON
DINING
ROOM
MEDIUMSAND
KITCHEN
7/4
FERC AT 54"
bh
138"
NO GROUNDWATER
89.5
ENCOUNTERED
EXISTING FLOOR PLAN
JAN; : G 2� i 9
HEALTH DEPT.
Yarmouth Health Department
Date
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 3' WITHOUT VARIANCE.
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
PURPOSE OF CONSTRUCTION OF A NEW SEPTIC SYSTEM AND DOES NOT NECESSARILY
REPRESENT A FULL DETAILED PROPERTY SURVEY.
13. EXISTING CESS POOLS ARE TO BE PUMPED AND FILLED WITH SAND OR REMOVED.
14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
��OFA�q
a TP1021AS1
CIVI!..
,9
It. 36471
SITE PLAN
LOCATION:
142 LONG POND DR., S. YARMOUTH, MA
PREPARED FOR:
ADAM MILLER
DATE: 12-19-18 SCALE: 1 = 20'
BASS RIVER ENGINEERING
A , K
THOMAS J. MILE AN, P.E. P.O. BOX 1163, EAST DENNIS, MA 02641
508-364-9048