HomeMy WebLinkAboutEngineered Plans - 2008PLYMOUTH
ROAD
SECTION DETAIL
LEGEND
--}-/� PROPOSED CONTOUR
® PROPOSED SPOT GRADE
--98 — — EXISTING CONTOUR
+ 96.52 EXISTING SPOT GRADE
W— EXISTING WATER SERVICE
TEST PIT
.Existing Leach Pit
(Note 10)
Existing 1,000 gal
Fem-it valid for REPAIR OF SEPTIC SYSTEM
ONLY, due to St _!c a;;d Local septic variances.
Board of Health revictiv and approval is required
for any future additions/renovationstalterations to
selvage facilities and/or structures/dwelling.
Yarmouth Health Department
APPROVED sa4a,4
NO DWELLINGS WITHIN 20 FT.
OF PROPOSED LEACHING.
Dote
MAP 144
LOT.- 11.9
GENERAL NOTES. 1 LOCUS MAP N.T.S.
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, EXCEPT AS REQUESTED BELOW:
- 310 CMR 15.405 (1) (A):
1) A 5 FT. VARIANCE FROM 310 CMR 15.211 TO ALLOW LEACHING TO BE 5 FT. FROM
PROPERTY LINE VS. REQUIRED 10 FEET.
2) UP TO A 1.0 FT. VARIANCE FROM 310 CMR 15.211 TO ALLOW
LEACHING TO BE UP TO 4.0 FT BELOW GRADE VS REQ'D 3 FT. (H20/VENT PROVIDED)
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.
5. 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. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
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
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION.
10. EXISTING LEACH PIT TO BE PUMPED, CRUSHED AND FILLED.
11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATIONS
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY ASI i
l -
13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING.
14. NO WETLANDS WITHIN 150' OF PROPOSED LEACHING. HEALTH DE
15, ALL PIPING TO BE 4" SCH 40 0 1 /8"/FT (UNLESS SPECIFIED)
16. INSTALLER TO TAKE MEASURES TO PREVENT VEHICULAR TRAFFIC OVER LEACHING.
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
33 PLYMOUTH ROAD, YARMOUTHPORT, MA
Prepared for: Mike Dedecko _
Engineering by: Surveying by: SCALE DRAWN JOB. N0,
DARRENM. Il4EYER. R. S. Weller and Assoc. 1 "=20' DMM
PO BOX 881 Route 28 —
EASTSANDWICH, MA02.537 Centerville, MA 02632 DATE CHECKED SHEET NO.
508-362-2922 (508) 775-0735 08/13/08 DMM 1 of 2
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GENERAL NOTES. 1 LOCUS MAP N.T.S.
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, EXCEPT AS REQUESTED BELOW:
- 310 CMR 15.405 (1) (A):
1) A 5 FT. VARIANCE FROM 310 CMR 15.211 TO ALLOW LEACHING TO BE 5 FT. FROM
PROPERTY LINE VS. REQUIRED 10 FEET.
2) UP TO A 1.0 FT. VARIANCE FROM 310 CMR 15.211 TO ALLOW
LEACHING TO BE UP TO 4.0 FT BELOW GRADE VS REQ'D 3 FT. (H20/VENT PROVIDED)
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.
5. 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. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
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
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION.
10. EXISTING LEACH PIT TO BE PUMPED, CRUSHED AND FILLED.
11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATIONS
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY ASI i
l -
13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING.
14. NO WETLANDS WITHIN 150' OF PROPOSED LEACHING. HEALTH DE
15, ALL PIPING TO BE 4" SCH 40 0 1 /8"/FT (UNLESS SPECIFIED)
16. INSTALLER TO TAKE MEASURES TO PREVENT VEHICULAR TRAFFIC OVER LEACHING.
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
33 PLYMOUTH ROAD, YARMOUTHPORT, MA
Prepared for: Mike Dedecko _
Engineering by: Surveying by: SCALE DRAWN JOB. N0,
DARRENM. Il4EYER. R. S. Weller and Assoc. 1 "=20' DMM
PO BOX 881 Route 28 —
EASTSANDWICH, MA02.537 Centerville, MA 02632 DATE CHECKED SHEET NO.
508-362-2922 (508) 775-0735 08/13/08 DMM 1 of 2