HomeMy WebLinkAboutEngineered Plan - Rev. 2018KtY:
CAPTAIN
EXISTING CONTOUR: - - - -
UpTHROP
PROPOSED CONTOUR: -------------
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EXISTING SPOT ELEVATION: 25.5
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PROPOSED SPOT ELEVATION: 25.5
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TEST HOLE: +
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UTILITY POLE: -O-
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FENCE LINE:
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HYDRANT:
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RETAINING WALL:
4MULFORD
ST LOCUS
LOCATION MAP
34.5'
LOT 29 (15,000 SF)
......... .
ASSESSORS MAP: 78 PARCEL: 282
PLAN BOOK: 260, PAGE: 50
LEACH AREA DETAIL
E.
N
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 1000 GALLON SEPTIC TANK (EXISTING)
LEACHING AREA:
USE 5 - 125 GALLON CHAMBERS (6.1' x Tx 12" EFF. DEPTH) WITH
4' OF STONE AROUND SIDES AND 2' AT ENDS (34.5' x I V x 12" DEEP) .
SIDE AREA: (34.5' + 1 l') x 2 x 1 = 91 SF (0.74) = 67 GAUDAY
BOTTOM AREA: 34.5' x l l' = 379 SF (0,74) = 280 GAUDAY
CAPACITY = 347 GAUDAY
BENCHMARK AT
LEFT CORNER OF
CONCRETE: STEP
ELEVATION =101.85
04 .,-. _.- _,._..- 1
104 ._
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=r 102 w
4_
7
o shed . �� "� 20" oak
- _' •- ,
LP
24" oak
17 'tui �
CD 18" oak
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' IL
t
t.
It L`101
� � Garden
-Z t
^fencer \
100
p DRIVE
PAVE
� "' /
existing
10ept9 tank ST /.. 103
ROOM j.
PECK SUN - -
(no foundatio i sh � \
invert =100.1 19'
EXISTING M 101,
3 BEDR NG
ttop Ind =103.35
N
GARAGE o
x Oa
i W
101
D
i DRiV
S 80°3420, W
100 --- - .-.- - -..
Elf Pavement
D
/ o Ho�ARD RpA
99 �: GENERAL
i
M18-23A
SEPTIC SYSTEM SECTION
LOOR COVERS WITHIN 6"
TOPP OF
1 OF FINISHI=D GRAE
Oa�.,;,.� � „
° FOUNDATION
100.1
ELEV.
°
ELEV. �.
1000 GAL
SEPTIC TANK
TEE SIZES: TO BE CONFIRMED)
INLET: 6" UP , 13" DOWN
OUTLET: 6" UP, 14" DOWN
BATH
BED BED
ROOM ROOM
2nd FLOOR
1/4"per ft. y CO COVER
(1' MIN)
:V. 99,36 98,19
ELEV. D-BOX ELEV.
(COMPACE UNDER TED)
MECHANICALLY
ELEV.
-GAS BAFFLE
AT OUTLET TEE
TEST HOLE LOGS
ENGINEER: THOMAS MCLELLAN, P.E.
WITNESS: PHIL RENAUD
DATE: 5-16-18
PERCOLATION RATE: < 2 MIN/IN
USGS GROUND WATER ADJUSTMENT:
WELL: A1W-230, ZONE: B, ADJ (APRIL): 0
ADJUSTED GROUND WATER ELEV.= 92.7
DECK SUN NOTES:
ROOM sh
1. VERTICAL DATUM: ASSUMED
2. MUNICAPAL WATER IS AVAILABLE.
BATH
2" PEASTONE OR FILTER FABRIC
- 3/4" - 1 1 /2"
WASHED STONE
INSPECTION PORT
/-- ELEV. 99.96
1,11 ° ° ° I'IJ 98.13
4 H ELEV.
34.5' x 11'
5 -125 GALLON CHAMBERS (ACME LC-6) 5.43'
WITH 4' OF STONE AROUND SIDES AND
2' AT ENDS (34.5' x I V x 12" DEEP)
ADJUSTED GROUND WATER ELEVATION = 92.7 v� ivv
TH-1 103.0
O/A HORIZON
ELEV.
LOAMY SAND
10YR 4/3
102.5
B HORIZON
LOAMY SAND
10YR 5/8
100.8
C HORIZON
MEDIUM SAND
2.5Y 7/4
123" 1 Ut itKvtu
126" GROUND WATER
KITCHEN
ROOM
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).
DINING
LIVING
6. FIRST 2' OF PIPE OUT OF D-BOX TO BE SET LEVEL,
ROOM
ROOM
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,
EXISTING FLOOR PLAN
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED T 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.RE r= .asr° °,j
13. EXISTING LEACH PIT IS TO BE PUMPED AND REMOVED.
r14.
D-BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. ��UL OL 5Z0I8
acRRY yGs,
r--oz
HEFLl �E?T.
TH
J
SITE PLAN
` LOCATION:
10 GENERAL HOWARD RD., S. YARMOUTH, MA
PREPARED FOR:
WILLIAM LOONEY
DATE: 5-22-18 SCALE: 1" = 20'
REVISED: 7-17-18 EACH AREA LOCATION > 100' FROM DRAIN)
BASS RIVER ENGINEERING
P E P.O. BOX 1163, EAST DENNIS, MA 02641
508-364-9048