HomeMy WebLinkAboutEngineered Plan - 2016N
KEY:
TH-1 100.0
LOCUS
EXISTING CONTOUR: - - - -
4
_
ELEV.
PROPOSED CONTOUR: ........... •
10"
EXISTING SPOT ELEVATION: 25.5
W
PORCH
PROPOSED SPOT ELEVATION: 25.5
0/A HORIZON
FORTUNE RD 0
TEST HOLE:
WITNESS: AMY VON HONE, R.S.
LOAMY SAND
10YR 3/1
UTILITY POLE: -p-
0_5
S
FENCE LINE:
:0
HYDRANT:
B HORIZON
0
RETAINING WALL:
LOCATION MAP
LOT 58 (12,737 SF)
ASSESSORS MAP: 123 PARCEL: 71
PLAN BOOK: 241, PAGE: 109
M
I --,y '-qAi,
99 R
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE: (3 BEDROOM DESIGN,MINIMUM)
3 BEDROOMS AT 110 GAL / DAY = 330 GAL / DAY
SEPTIC TANK:
330 GAL / DAY x 2 DAYS = 660 GAL
USE 1000 GALLON SEPTIC TANK (EXISTING)
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) =_L12 GAL/DAY
BOTTOM AREA: 25'x 12.8'= 320 SF (0.74) = 237 GAL/DAY
CAPACITY = 349 GAL/DAY
100 ` Fdgepav
i R=212` e��I/betrn
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p
A--81.3'0,os�
.,
98 I
`99
112" \ o \
s�, I tree 100
°o
co I I 101
97 I I ( OR VFO I 12"
tree / 98
I l 1`40 /
96 t
97
95 / G pO�ch I W
94
93
No fan 0 �nV�
93
94
95
T 96
oak
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F
11 994 �E
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y ! / Az
bb th-1he
h' b
q'�ti Ova
96 iC
lllllllljjjjjjjJ
BENCHMARK AT -
RIGHT CORNER
OF BULKHEAD
ELEVATION = 101.46
97 \
12" oaks
94 Q
-99_
oak_
-
98- - 2'0"jO- 9s
97 /
ap(c i /s
°nc, b7 96 / / / V
°Cki7;e j 95
J 94 1
SEPTIC SYSTEM SECTION
102.17
TOP OF
° FOUNDATION
99.4
ELEV, a
°
98.15 /
ELEV.
1000 GAL
SEPTIC TANK
TEE SIZES: (TO BE CONFIRMED)
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
COVERS WITHIN 6"
OF FINISHED GRAC
1'42'/78 MAX.
C
1$f COVER
�L(1' MIN)
ELEV. 96.48 96.31
ELEV. D -BOX ELEV.
(6" OF STONE UNDER OR
MECHANICALLY COMPACTED)
-GAS BAFFLE
AT OUTLET TEE
ELEV.
PEASTONE OR FILTER FABRIC
3/4" - 1 1/2"
WASHED STONE
//-INSPECTION PORT
ELEV.= 97.0
l l9° °I'I 94.17
4 <--> ELEV.
-25'x 12.8'
2 - 500 GALLON CHAMBERS WITH
4' OF STONE ALL AROUND
(25'x 12.8'x 2' DEEP)
Date RECEIVED
AUG1 0 x6116
,�. HEALTH DEPT
( SITE PLAN
i ER 'v 4 " LOCATION:
51 AMY LN., YARMOUTHPORT, MA
r I `� : •'i1� �w PREPARED FOR:
JACK HASTINGS
DATE: 1-22-16 SCALE: V = 20'
BASS RIVER ENGINEERING
P.O. BOX 1163, EAST DENNIS, MA 02641
508-364-9048
TH-1 100.0
GARAGE
TEST HOLE LOGS
_
ELEV.
10"
FILL 99.2
PORCH
ENGINEER: THOMAS McLELLAN, P.E.
0/A HORIZON
BED
WITNESS: AMY VON HONE, R.S.
LOAMY SAND
10YR 3/1
LIVING ROOM
ROOM
16"
DATE: 1-21-16
98.7
B HORIZON
PERCOLATION RATE: < 2 MIN/IN
LOAMY SAND
34"
10YR 5/8 97.2
BATH KITCHEN BED
C HORIZON
MEDIUM SAND
ROOM
PERC AT 60"
2.5Y 7/6
W/p DINING BATH
132"
89.0
PORCH DECK Eh
NO GROUND
WATER ENCOUNTERED
NOTES:
1. VERTICAL DATUM: ASSUMED
2. MUNICAPAL WATER IS AVAILABLE.
EXISTING FLOOR PLAN
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 FILLED WITH SAND OR REMOVED.
Yarmorth Health Dep rtint
14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
_,_APPROVED
Date RECEIVED
AUG1 0 x6116
,�. HEALTH DEPT
( SITE PLAN
i ER 'v 4 " LOCATION:
51 AMY LN., YARMOUTHPORT, MA
r I `� : •'i1� �w PREPARED FOR:
JACK HASTINGS
DATE: 1-22-16 SCALE: V = 20'
BASS RIVER ENGINEERING
P.O. BOX 1163, EAST DENNIS, MA 02641
508-364-9048