HomeMy WebLinkAboutEngineered Plan - Rev. 2016NOTE: ELEVATION DATUM TAKEN
FROM SEPTIC PLAN BY
EAGLE SURVEYING, INC.
DATED 09-13-2010
Oa
TBM = EL. I OG. 1
TOP STEP
104
O-
103 _
f04.2/
102
/ LOT 12
AREA=9,147.6 sf+
T
T Q
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- - +
+ d' Y
102
101 _ _ ,---
�' 101
100.2
SCALE: 1"=20'
TABLE OF ELEVATIONS
EXIST. SEPTIC INLET: EL. 101.37
PROP. SEPTIC INLET: EL. 101.21
PROP. SEPTIC OUTLET: EL. 100.96
EXIST. D -BOX INLET: EL. 100.05
103
OF
e
� 0,
LEGEND
----1
PROPOSED CONTOUR
®
PROPOSED SPOT GRADE
--98--
EXISTING CONTOUR
+ 96.52
EXISTING SPOT GRADE
W—
EXISTING WATER SERVICE
TEST PIT
TABLE OF ELEVATIONS
EXIST. SEPTIC INLET: EL. 101.37
PROP. SEPTIC INLET: EL. 101.21
PROP. SEPTIC OUTLET: EL. 100.96
EXIST. D -BOX INLET: EL. 100.05
103
OF
e
� 0,
RE -LOCATE EXIST.
SEPTIC TANK (as shown)
PLACE ON G° CRUSHED
STONE
EXIST D -BOX
TO REMAIN
X'2-- i -1l.
"SURVEY BY WELLER & ASSOC.
In
a0
Yarmouth Health Department
Date
GENERAL NOTES:
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
S. ALL ELEVATIONS BASED ON ASSUMED DATUM.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. DWELLING IS SERVICED BY TOWN WATER.
8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING WORK.
10. EXISTING SEPTIC TANK TO BE PUMPED AND RE—LOCATED AS SHOWN.
AND TIED INTO EXISTING D—BOX/LEACHING (ELEVATIONS SHOWN IN TABLE)
11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
AND IS NOT TO BE CONSIDERED A PROPERTY UNE SURVEY
13. NO KNOWN PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING
14. ALL PIPING TO BE 4" SCH 40 0 1 /8"/FT (UNLESS SPEC. )
15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW
FOR THE USE OF A GARBAGE GRINDER.
16. NO WETLANDS WITHIN 150 FT. OF PROPOSED LEACHING
17. RE—LOCATED TANK TO BE PLACED ON 6" CRUSHED STONE.
LOCUS MAP
LOCUS INFORMATION
PLAN REF: BK: 84 PG: 75 TITLE REF: BK: 24991 PG: 073
PARCEL ID: MAP 022 PAR. 168
SETBACKS: FRONT 30', SIDE/REAR 20'
LOT COVERAGE: 1371 SQ FT./9147 SQ. FT = 14.9%
FLOOD ZONE: "X"
COMMUNITY PANEL: 25001CO588J DATED:07/16/14
SITE PLAN/SEPTIC TANK
- ---- R E LOC -ATI -O -N -----PLAN_ _
LOCATED AT:
15 RAINBOW ROAD
WEST YARMOUTH, MA
PREPARED FOR
SERPONE INNOVATIONS LLC
NOVEMBER 17. 2016 REV: NOVEMBER 30, 2016
40
�4N! TAR�1i
MEYER & SONS, INC.
P.O. BOX 981
EAST SANDWICH, MA. 02537
PH: (508)360-3311
FAX: (774)413-9468
meyerandsonstitle5@gmail.com
www.meyerandsons.com
SHEET 1 OF 1 J#1877
i
i
01
i
RE -LOCATE EXIST.
SEPTIC TANK (as shown)
PLACE ON G° CRUSHED
STONE
EXIST D -BOX
TO REMAIN
X'2-- i -1l.
"SURVEY BY WELLER & ASSOC.
In
a0
Yarmouth Health Department
Date
GENERAL NOTES:
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
S. ALL ELEVATIONS BASED ON ASSUMED DATUM.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. DWELLING IS SERVICED BY TOWN WATER.
8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING WORK.
10. EXISTING SEPTIC TANK TO BE PUMPED AND RE—LOCATED AS SHOWN.
AND TIED INTO EXISTING D—BOX/LEACHING (ELEVATIONS SHOWN IN TABLE)
11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
AND IS NOT TO BE CONSIDERED A PROPERTY UNE SURVEY
13. NO KNOWN PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING
14. ALL PIPING TO BE 4" SCH 40 0 1 /8"/FT (UNLESS SPEC. )
15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW
FOR THE USE OF A GARBAGE GRINDER.
16. NO WETLANDS WITHIN 150 FT. OF PROPOSED LEACHING
17. RE—LOCATED TANK TO BE PLACED ON 6" CRUSHED STONE.
LOCUS MAP
LOCUS INFORMATION
PLAN REF: BK: 84 PG: 75 TITLE REF: BK: 24991 PG: 073
PARCEL ID: MAP 022 PAR. 168
SETBACKS: FRONT 30', SIDE/REAR 20'
LOT COVERAGE: 1371 SQ FT./9147 SQ. FT = 14.9%
FLOOD ZONE: "X"
COMMUNITY PANEL: 25001CO588J DATED:07/16/14
SITE PLAN/SEPTIC TANK
- ---- R E LOC -ATI -O -N -----PLAN_ _
LOCATED AT:
15 RAINBOW ROAD
WEST YARMOUTH, MA
PREPARED FOR
SERPONE INNOVATIONS LLC
NOVEMBER 17. 2016 REV: NOVEMBER 30, 2016
40
�4N! TAR�1i
MEYER & SONS, INC.
P.O. BOX 981
EAST SANDWICH, MA. 02537
PH: (508)360-3311
FAX: (774)413-9468
meyerandsonstitle5@gmail.com
www.meyerandsons.com
SHEET 1 OF 1 J#1877