HomeMy WebLinkAbout4982 438 Route 6A Site PlanTOP SLAB EL. 33.5'
30.0'
HOUSE 28.87'
' *EXIST.
EXIST. 2000 GAL "
BARN/APT TEE SEPTIC TANK** TEE
*29.18t
GAS BAF
4' LIQ. LEVEL (ACME OR EQL
LEGEN D
99 -
EXISTING CONTOUR
x 99.1
EXIST. SPOT ELEV.
-[99]-""
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
TEST HOLE
SLOPE OF GROUND
C-OL)
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWM
SYSTEM PROFILE ALL SYSTEM WITH
COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
(NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE
FILTER FABRIC OVER STONE
MINIMUM .75' OF COVER OVER PRECAST 2x SLOPE REQUIRED OVER SYSTEM 29.0 -29.5
NOTE. 2" AWN. WALL BLOCKS OR
THICKNESS REQUIRED PRECAST RISERS
PRECAST
H-10 4"0SCH40 PVC MORTAR ALL INVERT IN 25.67'
RISWATERTEST ESS PIPES LEVEL 1ST 2' COMPONENTS _
2 FOR LEVELNES5 ENDS (om') SIDES
O OCOc 000000�0°°Sp�t
O O O°O
10" 1000 GAL. H-10 14" q��ppppgq °o°g°o<
'TEE SEPTIC TANK TEE e\2_7.16 0 0 0 0 0 0 6" MIN. SUMP
.. 0 0 0 0 e ;000ppoo° o p o o<
°oo�a�000^Qo 12" MIN. TNT. DIM.
00000000 °°OHO°O°`
27.41 popop°°° popo°opg<
V/V BAFFLE 00p°p°00<
O O O O Op°p°p°p
26.16' 25.99'
4' UQ. LEVEL (ACME OR EQUAL) •'
` .•� a^ = • •R -':• • • •_ ' ': _ L H-10 500 GAL, LEACHING CHAMBERS BY ACME PRECAST OR
o°00000c000coe0000000000°e0000e0000eon00000000go 3/4*-1-1/2" DOUBLE WASHED STONE 4' MIN. (5) UNITS REQUIRED
0000000�0 0 0�0,000000000�0�0„0 0 0�000000m ALL AROUND PRECAST STRUCTURES
4 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 50.50' X 12.83,
1� COMPACTION. (15.221 [23)
(2.2 x SLOPE) MIN. t 2'4 x SLOPE) (_.5 _X SLOPE) (1.5 x SLOPE)
BARN/APT. -- 64' EXIST. 5' SEPTIC TANK 20' D' BOX 24' LEACHING 19.0' BOTTOM TH-1
SEPTIC TANK ACILITYNO GROUNDWATER FOUND
HOUSE - EXIST. (2000 GAL**) NOTES
ZONING SUMMARY
ZONING DISTRICT: R-40 RESIDENTIAL DISTRICT
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF
SEPTIC SYSTEM I
EXIST.
PROP.
MIN.
LOT SIZE
40,000 S.F.
24,813 S.F.
24.813 S.F.
MIN.
LOT FRONTAGE
150'
101.89,
101.89, j
MIN.
FRONT SETBACK
30'
49.4'
49.4'
MIN.
SIDE SETBACK
20'
14.2'
14.2'
MIN.
REAR SETBACK
20'
>50'
24.3'
MAX.
BUILDING COVERAGE
25%
9.9%
13.1%
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: PHIL RENAUD
DATE: 2/24/22
PERC. RATE _ < 2 MIN/INCH
CLASS I� SOILS
ELEV. ELEV.
O„ 30.0' 0" 4 30.2'
A A
LS LS
995 1OYR 3/3 9" 1OYR 3/3
B B
LS LS
1OYR 5/8 1OYR 5/8
32" 27.33' 32" 27.53'
PERC
C I I C
MS
2.5Y 7/6 2.5Y 7/6
132" 19.0' 132"
NO GROUNDWATER ENCOUNTERED
LICE ## 15-386
19.2'
**INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE
AT 2000 GALLONS AND ITS SUITABILITY FOR RE -USE.
REPLACE WITH 1500 GALLON SEPTIC TANK APPROPRIATE
TO SITE CONDITIONS IF NOT SUITABLE
6A _ MAIN STREE
T
LOCUS MAP
SCALE 1 "=2000't
1. DATUM IS NAVD 88
ASSESSORS MAP 123 PARCEL 63
2. MUNICIPAL WATER IS EXISTING,
LOCUS IS WITHIN FEMA FLOOD ZONE X
(PROPOSED FOR BARN)
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
SYSTEM DESIGN.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-M
GARBAGE DISPOSER IS NOT ALLOWED
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
EXISTING 5 BR DWELLING
WITH 310 CMR 15.000 (TITLE 5.)
PROPOSED GARAGE W/ APARTMENT ABOVE (1 BEDROOM)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
DESIGN FLOW: 6 BEDROOMS ®110 GPD = 660 GPD
-
OTHER PURPOSE.
USE A 660 GPD DESIGN FLOW
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
SEPTIC TANK: 660 GPD (2) = 1320 (FIRST COMPARTMENT)
9. COMPONENTS NOT TO BE BACKFILLED OR
SEPTIC TANK: 660 GPD (1) = 660(SECOND COMPARTMENT)
CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
TOTAL REQUIRED = 1980 GPD
OF HEALTH.
**RE -USE EXISTING 2000 GAL. SEPTIC TANK
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
ADD A 1000 GAL. SEPTIC TANK IN SERIES
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
LEACHING:
WORK.
SIDES: 2 (50.5 + 12.83) 2 (.74) = 188 GPD
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL
BE REMOVED BENEATH AND 5' AROUND THE
BOTTOM 50.5 x 12.83 (.74) = 479 GPD
PROPOSED LEACHING FACILITY.
TOTAL: 901 S.F. 667 GPD
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND
USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE AL AROUND
13. OWNER'S ENGINEER TO PERFORM INSPECTIONS
OF THE FINAL INSTALLATION. MINIMUM OF 24 HOURS
NOTICE REQUIRED.
14. EXISTING SEPTIC SYSTEM IS SHOWN BASED ON
THE ASBUILT ON FILE AT THE HEALTH DEPARTMENT. MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
438 MAIN STREET (RT. 6A)
YARMOUTH PORT, MA
PREPARED FOR
ALLISON BAILEY
JOSEPH AUDETTE
� A0�Mgssq ���HOFMgss9DATE: MAY 25, 2022
cy Scale: 1"= 20'
DANIEI_
DANIELA. GN
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A' CIVIL " 0 10 20 30 40 50 FEET
C?Jri�LA No.46502
o0 40080P P0��FG�STEa�`o�'`� off 508-362-4541
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down cope engi�eerin,f, Inc.
4 civil engineers
r land surveyors
939 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P.E., P.L. . YARMOUTHPORT MA 02675
15-386 BAILEY.DWG