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PLAN OF LAND IN SOUTH YARMOU I
FOR EMMANUEL DITIBERIOj—
BY THOMAS E. KELLEY, PLS, DATED MARCH 27, 1965
Department
RECEIVED
SEP 2 7 2024
HEALTH DEPT.
GRAPHIC SCALE
0 20 40 60
( IN FEET )
1 inch = 20ft.
PARCEL ID: MAP 041 PAR. 029
TITLE REF: 36316/023
PLAN REF: 192/105(sh 1)
PROPERTY NOT IN ZONE II
PROPERTY NOT MADEP NIT. SENSITIVE AREA
FLOOD ZONE: "X" (0.2%)
COMMUNITY PANEL: 25001C-0589—J DATED:07/16/14
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
12 HEMLOCK PATH
SOUTH YARMOUTH, MA
PREPARED FOR
MEGHAN & KEN CLEMENTS/
SEPTEMBER 26, 2024
,,
MEYER & SONS, INC.
P.O. BOX 981
EAST SANDWICH, MA. 02537
PH: (508)360-3311
FAX: (774)413-9468
meyerandsonstitle5®gmail.com
SHEET 1 OF 2
ELEV. TOP
FOUNDATION:
(Existing)
EL. = 16.41
EXISTING OUTLET
NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS
BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE
14.4 � F.G.EL: 14.61
INV: 12.35
10,
TEE'S ARE TO BE
4" SCH 40 PVC
GAS
BAFFLE
F.G. EL: 14.0
FINISHED GRADE (14.0 MAX)
MAINTAIN 2% MIN SLOPE OVER LEACHING AREA
2" OF 3/8" DOUBLE WASHED
STONE OR FILTER FABRIC
4" SCH 40 PVC
® S= 1% (MIN.
INV. 11.40 0.96 FF. D
INV. 12.10 INV. 11.20
EXIST. 1,500 GALLON SEPTIC TANK
GAS BAFFLE TO BE INSTALLED ON
OUTLET TEE AS MANUFACTURED BY
TUF-TITE, ZABEL, OR EQUAL
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING
PIPE INVERTS PRIOR TO CONSTRUCTION
2) D-BOX SHALL BE SET LEVEL AND TRUE
TO GRADE ON A MECHANICALL COMPACTED SIX
INCH CRUSHED STONE BASE, AS SPECIFIED IN
310 CMR 15.221(2)
3) INSTALL INLET & OUTLET TEES AS REQUIRED
SEPTIC SYSTEM PROFILE
SOIL LOGS
DATE: SEPTEMBER 11, 2024
SOIL EVALUATOR: DARREN M MEYER, IRS, CSE
WITNESS: BARRY LEWIS, YARMOUTH HEALTH DEPT.
Elev.
TP- 1
Depth
13.88
0"
FILL
12.72
14"
A LOAMY SAND
12.05
IOYR 4/1
22"
B LOAMY SAND
1OYR 5/8
10.55
40"
(. MEDIUM
SAND
7.88
2.5Y 6/4
72"
C2 COARSE
SAND
2.38
2.5Y 7/4
138"
PERC RATE <2 MIN/IN. ("CRC2' HORIZON)
NO GROUNDWATER OBSERVED
WELL: MIW-29, ZONE A, LEVEL 8.67, ADJ: 2.0 TT
USE EL 4.38 FOR "GROUNDWATER ELEV.'
• I, Dacron M Meyer, CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017
to conduct soft 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 possed the Soil Eval. Exam.
PROPOSED DB-3
DISTRIBUTION BOX
(H20)
INV. ELEV.= 10.50
®®®
®®®
®®®
4' / 1 3 X 8'
3/4" - 1_1/2"
DOUBLE WASHED STONE
0
/ EFFECTIVE LENGTH = 32' 1
TOP CONC. ELEV.= 11.04
INV. ELEV.= 10.50 _
BOTTOM EL.= 9.54
SEPARATION 5.16 FT.
4' 1 4 FT.
BREAKOUT
ELEV.= 11.04
4'
EFFECTIVE WIDTH = 12' 1
ADJ. GROUNDWATER" EL: 4.38 -1- SOIL ABSORPTION SYSTEM (SECTION
(FLOW DIFFUSOR)
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 SPECS.
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: 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 EXIST. 1,500 GAL. SEPTIC TANK
LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F.
USE THREE (3) FLOW DIFFUSORS (8x4x0.96') W/ 4'
STONE ON ALL SIDES: 32' L x 12' W x 0.96'D
BOTTOM AREA: 32 x 12 = 384 SF
SIDE AREA: (32 + 12) X 2 X 0.96 = 84.48 SF
TOTAL SQUARE FEET PROVIDED = 468.8 vs. 445.94 REQ'D
DESIGN FLOW PROVIDED: 0.74(468.8 S.F.) = 346.9 G.P.D. vs. 330 G.P.D. req'd
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
12 HEMLOCK PATH, SOUTH YARMOUTH, MA
Prepared for: Clements/Ready Rooter Exc.
Design and Site Plan by: I SCALE DRAWN DATE
MEYER & SONS, INC. N.T.S. DMM 09/26/24
PO BOX 981
EASTSANOWICH, AM 02537 REV DATE CHECKED SHEET NO.
508362-2922 DMM 2 of 2