HomeMy WebLinkAboutEngineered Plan - 2017Q N KEY:
EXISTING CONTOUR: - — — -
J� PROPOSED CONTOUR: -------------
LOCUS QO EXISTING SPOT ELEVATION: 25.5
TUCK�� RD PROPOSED SPOT ELEVATION: 25.5
SE TEST HOLE: *
UTILITY POLE: -p-
T. FENCE LINE:
w
mi HYDRANT:
� Z RETAINING WALL:
W
LOCATION MAP
LOT 7 (18,784 SF)
ASSESSORS MAP: 135 PARCEL: 65
PLAN BOOK: 169, PAGE: 153
2 20"
oak
106
i 106
"Z-°' 1
AD
th-1 1
i��o Y dip
105 OF�'rf
104 \
\ 12"
oak
103 \ S
\ w
102 \ \
BENCHMARK AT \
RIGHT CORNER 102
OF BULKHEAD
ELEVATION = 106.23
M17-15
SEPTIC SYSTEM DESIGN SEPTIC SYSTEM SECTION
FLOW ESTIMATE: FIRST FLOOR _rnVERS WITHIN W.
3 BEDROOMS AT 110 GAL / DAY = 330 GAL / DAY
SEPTIC TANK:
330 GAL / DAY x 2 DAYS = 660 GAL
USE 1500 GALLON SEPTIC TANK 104.3 8, 104.4
ELEV.
LEACHING AREA:
USE 2 - 500 GALLON CHAMBERS (8.5'x 4.8'x 2' EFF. DEPTH) WITH
4' OF STONE ALL AROUND (25'x 12.8'x 2' DEEP)
SIDE AREA: (25' + 12.8') x 2 x 2 = 151 SF (0.74) =_112 GAUDAY
BOTTOM AREA: 25'x 12.8'= 320 SF (0.74) = 237 GAUDAY
CAPACITY = 349 GAL/DAY
BATH
F
BED
ROOM
2nd FLOOR
BED
bh ROOM
BATH
BED
ROOM
(2 PIPES)
TOP OF
FOUNDATION
DINING
ROOM (KITCHEN
LIVING
ROOM
pch I 1st FLOOR
EXISTING FLOOR PLAN
\100
\99
\\103 \102 101 \\
\ 105
\104
q � 1
1043 /A 1 1
/ q
Div, W
106196
pcti / 1 I'
102 /101 ti oQ /
103 / M /
1co
105
LP
\ \ \ N1S3 ~ ~EDGE OF LAWN
66
\ \ \ 104
\103
103 102 1
100
98 ` /98
w
l /
99
ELEV.
1500 GAL
SEPTIC TANK
6' OF STONE UNDER OR
ECHANICALLY COMPACTED)
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
GARAGE
FINISHED GRADE
3' MAX.
COVER
(1' MIN)
102.27/ 102.1
ELEV. D -BOX ELEV.
(6" OF STONE UNDER OR
MECHANICALLY COMPACTED)
ELEV.
-GAS BAFFLE
AT OUTLET TEE
2" PEASTONE OR FILTER FABRIC
- 3/4" - 1 1/2" DOUBLE
WASHED STONE
INSPECTION PORT
ELEV.= 102.65
ltl 1 " ' 1' I ##J 99.82
4 4 ELEV.
IE —25'x 12.8'
2 - 500 GALLON CHAMBERS WITH
4' OF STONE ALL AROUND
(25'x 12.8'x 2' DEEP)
144"1 1 93.5
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 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.
13. EXISTING CESS POOLS AND LEACH PIT ARE TO BE PUMPED AND FILLED WITH SAND OR REMOVED.
14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. RECEIVED
Yarmouth Health Deprtme nt
Arp f 'D
Date r
R4
CiL`Fp_
J.
APR 18 2017
HEALTH DEPT.
SITE PLAN
LOCATION:
17 EILEEN ST., YARMOUTHPORT, MA
PREPARED FOR:
EDWARD ATHAYDE
DATE: 4-7-17 SCALE:
BASS RIVER ENGINEERING
U,
P.E. P.O. BOX 1163, EAST DENNIS, MA 02641
508-364-91048
TH-1
105.5
TEST HOLE LOGS
ELEV.
0/A HORIZON
ENGINEER: THOMAS McLELLAN, P.E.
LOAMY SAND
10YR 4/1
10"
104.7
WITNESS: AMY VON HONE, R.S.
B HORIZON
DATE: 4-6-17
LOAMY SAND
42"
10YR 6/8
102.0
PERCOLATION RATE: < 2 MIN/IN
C HORIZON
MEDIUM SAND
2.5Y 7/4 PERC
AT 72"
144"1 1 93.5
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 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.
13. EXISTING CESS POOLS AND LEACH PIT ARE TO BE PUMPED AND FILLED WITH SAND OR REMOVED.
14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. RECEIVED
Yarmouth Health Deprtme nt
Arp f 'D
Date r
R4
CiL`Fp_
J.
APR 18 2017
HEALTH DEPT.
SITE PLAN
LOCATION:
17 EILEEN ST., YARMOUTHPORT, MA
PREPARED FOR:
EDWARD ATHAYDE
DATE: 4-7-17 SCALE:
BASS RIVER ENGINEERING
U,
P.E. P.O. BOX 1163, EAST DENNIS, MA 02641
508-364-91048