HomeMy WebLinkAbout22.211 - Title 5 Site PlanSYSTEM PROFILE
TOP FNDN. AT EL. 16.4'
ACCESS COVER TO WITHIN 6" OF FIN. GRADE NOT TO SCS
ACCESS COVER (WATERTIGHT) TO
WITHIN 6" OF FIN. GRADE
14.0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM
4
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14.4'
(EXIST.) PAfl ROPOSED 1500
GALLON SEPTIC
12.0' TANK (H— 10 )
0-0% SLOPE)
DEPTH OF FLOW = 4'
TEE SIZES:
INLET DEPTH - 10"
OUTLET DEPTH — 14"
FOUNDATION 23'
RUN PIPE LEVEL
fFOR FIRST 2'
11.75' TEE
BAFFLE 11.16' �� GAS 10.99'
CRUSHED STONE ORMECHANICAL
4PACTION. (15.221 [2])
(-1-0% SLOPE) (—!—X SLOPE)
100.0 PROPOSED SPOT ELEVATION
+100.0 EXISTING SPOT ELEVATION
— -
loo-- EXISTING CONTOUR
X FENCELINE
a
CESSPOOL
TEST HOLE LOGS
ENGINEER: DAVID FLAHERTY, RS
WITNESS: P. RENAUD
DATE: 9/14/06
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV.
0" Q 13.4'
— A
LS
9" 1OYR 5/2
B
LS
36" 7.5YR 5/8 10.4'
C
PERC
FMS
2.5Y 6/4
115" OBS WATER 3.8'
120" 3.4'
06-225
2" DOUBLE WASHED PEASTONE
PROVIDE INSPECTION
PORT WITHIN 3" OF
FINISH GRADE
11.30'
INFILTRATORQUICK 4 STD.
• �• ONES
07-4
SEPTIC TANK 6' D' BOX 4'
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF
SEPTIC SYSTEM
GROUNDWATER ADJ. DATA:
WELL:- MIW 29
ZONE: B
ADJ: 1.5'
LEACHING
FACILITY
5'
USE ADJ. WATER AT EL. 5.30'
Scale:1"= 20'
0 10 20 30 40 50 FEET
NOTES
1. DATUM IS
ASSUMED v
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO
H– 10
0
5. PIPE JOINTS TO BE MADE WATERTIGHT. LOCO
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH ec
MASS. ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO�, ewis
BE USED FOR ANY OTHER PURPOSE. Pon
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Bay
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND LOCUS MAP
PERMISSION OBTAINED FROM BOARD OF HEALTH.
ASSESSORS MAP 46 PARCEL 72
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCUS IS WITHIN FEMA FLOOD ZONE
THE LOCATION OF ALL UNDERGROUND & OVERHEAD B AS SHOWN
UTILITIES PRIOR TO COMMENCEMENT OF WORK. ON COMMUNITY PANEL #250015 0005D
11. PUMP AND REMOVE/FILL WITH SAND EXISTING CESSPOOLS DATED 7/2/92
CURRENT ZONING: R25
SEPTIC DESIGN: I
GARBAGE DISPOSER IS NOT ALLOWED I
DESIGN FLOW: 3 BEDROOMS 0 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
i
SEPTIC TANK: 330 GPD (2) = 660 '
USE A 1500 GAL. SEPTIC TANK j
I =i
LEACHING:
SIDES: 2 (38 + 10.8) .67 (.74) = 48 GPD
-- -- - - ,__, --- _[30TT0M —:__ _ ..3$_ x -108 (J!4) 303 GPD
TOTAL: 474 S.F. 351 GPD
USE (8) QUICK 4 STANDARD INFILTRATORS
WITH 3' STONE AT ENDS AND 4' AT SIDES
0
� iS a6
DATE
, MA
APPROVED
DATE
BOARD OF HEALTH
OF
56 FRANKLIN ST. EXT.
. Vi/EST YARMOUTH
I
PREPARED FOR
DANIEL AND CAROL GOLDBERG
WORK MUST CONFORM
BYLAWS AND REGUL r
F1 OF SSS
OF MASS
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ARNE H
ARNEFi
OJALA
OJALA
CIVIL
N 30792
No. 48
P
O
1-11
1ST' _
E
U/ TOWN SEPTEMBER 15, 2006
Z
. OJALA, P.E., P.L.S.
off 508-362-4541
fox 508-362-9880
I
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouthport, ma 02675
SEP 2 5 2006 06-225—SP.DWG (SBO)
C UILLAN'f L°
I