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LEGEND
---[]---f PROPOSED CONTOUR
® PROPOSED SPOT GRADE
-- 98 --- EXISTING CONTOUR
+ 96,52 EXISTING SPOT GRADE
— EXISTING WATER SERVICE
TEST PIT
Yarmouth Health Department
. PRQ D
0-??
lane �.... Date
NOV 17 ?023
HEALTH DEpT,
EXIST, FLOOR PLAN
GRAPHIC SCALE
so
( IN FEET )
i inch = 30 ft.
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NFORMATION
PARCEL ID: M.47 P:18
TITLE REF: LCC 155315
PLAN REF: 30949D
PROPERTY IS NOT IN ZONE II
FLOOD ZONE: "X"
COMMUNITY PANEL: 25001CO586J DATED:07/16/14
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
2 ELIZABETH LANE
WEST YARMOUTH, MA
PREPARED FOR
JOSEPH M. DANTONIO
NOVEMBER 17, 2023
��tN�OF p ss* �; ti1N OF w.4SS�
Qua EDWARD p RRE
STONE y; M
No.289$0, o 14
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MEYER & SONS, INC.
P.O. BOX 981
EAST SANDWICH, MA. 02537
PH: (508)360-3311
FAX: (774)413-9468
meyerandsonstitle50gmall.com
SHEET 1 OF 2
ELEV. TOP
FOUNDATION:
(Existing)
EL. = 101.51
NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS
BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE
ALL COVER TO BE LOCKING COVERS.
FINISHED GRADE (99.0-98,
F.G.EL: 99.6
F.G.EL: 99.4
F.G. EL: 99.0
MAINTAIN 2% MIN SLOPE OVER LEACHING AREA
2" OF 3/8" DOUBLE WASHED
STONE OR FILTER FABRIC
3/4- - 1-1/2-
DOUBLE WASHED
i Ilrf�
TEE'S ARE TO BE
4" SCH 40 PVC
GAS
BAFFLE EFFECTIVE LENGTH 25
• _T� �T� �T�
BREAKOUT
BOTTOM EL.=93.50
EFFECTIVE
:
• i •
•
WIDTH
SEPARATION
• •
i
• • 130TTOM OF • -•-J, SOIL ABSORPTION •►
•• GALLON LEACH CHAMBER)
SOIL LOGS
DATE: NOVEMBER 8, 2023
SOIL EVALUATOR: DARREN MEYER, RS, CES 1614
WITNESS: BARRY LEWIS, YARMOUTH HEALTH
Eiev.
TP- 1
Depth
98.90
A
0"
LOAMY SAND
10YR 4/1
97.90
12"
B
LOAMY SAND
96.23
IOYR 5/6
32„
C
PERC TEST
• EL. 94.57
MEDIUM
SAND
2.5Y 6/4
87.40
1 38"
Elev.
TP - 2
Depth
99.10
A
0"
LOAMY SAND
1OYR 4/1
98.60
B
6"
LOAMY SAND
1OYR 5/8
96.60
30"
C
MEDIUM
SAND
2.5Y 6/4
87.60
138"
PERC RATE <2 MIN/IN. ("C" HORIZON)
NO GROUNDWATER OBSERVED
• I. Darren M. Meyer, R.S., CSE, hereby certify that 1 am currently approved by MADEP pursuant to 310 CMR 15.017
to conduct soil evaluations and that the above analysis has been performed by me consistent with the
requirements of 310 CMR 15.017. 1 further certify that i have passed the Soil Eval. Exam in October, 1999.
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. WATER SUPPLY PROVIDED 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
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 5
REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5 REQUIREMENTS.
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 LINE SURVEY
13. NO PRIVATE ABUTTING WELLS WITHIN 150' OF PROPOSED LEACHING.
14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING.
15. ALL PIPING TO BE 4" SCH 40 0 1 /8"/FT (UNLESS SPECIFIED)
DESIGN CRITERIA
NUMBER OF BEDROOMS: 2 BEDROOM EXIST./3 BEDROOM DESIGN
SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF)
DESIGN PERCOLATION RATE: <2 MIN/IN
DAILY FLOW: 110 G.P.D. X 3 BR - 330 G.P.D.
GARBAGE GRINDER: NO (not designed for garbage grinder)
SEPTIC TANK: 330 gpd x 200% = 660 gpd, USE PROP. 1,500 GAL. SEPTIC TANK
LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F.
USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 4'
STONE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D
BOTTOM AREA: 25 x 12.5 - 312.5 SF
SIDE AREA: (25 + 12.5) X 2 X 2 - 150 SF
TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REWD
DESIGN FLOW PROVIDED: 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
2 ELIZABETH LANE, WEST YARMOUTH, ,MA
Prepared for: Dontonio
Design and Site Plan by:
SCALE
DRAWN
DATE
MEYER & SONS, INC.
N.T.S.
DMM
1 1 /17/'23
PO Box 981
EAST SANDWICH, MA 02537
REV DATE
CHECKED
SHEET NO.
508-362-2922
DMM
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