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LEGEND
PROPOSED CONTOUR
®
PROPOSED SPOT GRADE
EXISTING CONTOUR
+ 96.52
EXISTING SPOT GRADE
W—
EXISTING WATER SERVICE
19
TEST PIT
SCALE: 1 "=20'
t valid for REPAIR OF SEPTIC SVS"1'F.M
dire to State and Local septic variances.
of Ileatth review and ap1moval is required for
future additions/rent)%atioiisialterations to
e facilities and/or structures/ilsselling,
Yarmouth -:Health I)epartment
APPROVED
i me Date
SURVEY REFERENCE:
CERTIFIED PLOT PLAN BY:
ED KELLEY, PLS DATED 3-20-80
WEST YARMOUTH
co
WHITTLER PL.
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a
0
L BUCK ISLAND
ROAD
LOCUS MAP
LOCUS INFORMATION
PLAN REF: 34728D
TITLE REF: D1093661
PARCEL ID: MAP 066 PAR. 076
FLOOD ZONE: PROPERTY NOT IN FLOOD ZONE
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
39 FROST AVENUE
WEST YARMOUTH, MA
PREPARED FOR
ALLEN TOSCH ES
AUGUST 27, 2018
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
894
y,
ELEV. TOP
FOUNDATION NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS
(Existing) BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE FINISHED GRADE (93.0-94.0)
= 100.0 --F.G.EL- 98.2 c n r, . n� a r n r, . na cn
I NOTES:
EXISTSING 1,000 GALLON SEPTIC TANK
GAS BAFFLE TO BE INSTALLED ON
OUTLET TEE AS MANUFACTURED BY
TUF-TITE, ZABEL, OR EQUAL
1) CONTRACTOR SHALL VERIFY ALL EXISTING
PIPE INVERTS PRIOR TO CONSTRUCTION
2) D-BOX SHALL BE SET LEVEL AND TRUE TO
GRADE ON A MECHANICALLY COMPACTED SIX
INCH CRUSHED STONE BASE, AS SPECIFIED IN
310 CMR 15.221(2)
3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK
WITH 1500 GALLON SEPTIC TANK IF FAILED,
DAMAGED OR UNDERSIZED.
4) INSTALL INLET & OUTLET TEES W/
GAS BAFFLE AS REQUIRED
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, EXCEPT AS REQUESTED BELOW:
- 310 CMR 15.405 (1) (B):
1) A 1.60 FT. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING
TO BE 4.60 Fr (MAX) BELOW GRADE VS REWD 3 FT. (H2O/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 LEACHING TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5.
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 WELLS WITHIN 150' OF PROPOSED LEACHING.
14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING.
15. ALL PIPING TO BE 4" SCH 40 O 1/8"/FT (UNLESS SPECIFIED)
SEPTIC SYSTEM PROFIL�
SEPARATION
BOTTOM OF TESTHOLE EL: 81.40
SOIL LOGS
DATE: JULY 26,. 2018
SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614
WITNESS: AMY VONHONE, YARMOUTH HEALTH DEPT.
Elev.
TP-1
Depth
93.40
0"
FILL
91.07
28"
A
LOAMY SAND
90.07
1OYR 4/1
40"
B
L
10�SISAND
88.40
60"
PERC TEST
C
IM
MSID
O EL. 86.72
2.5Y 6/4
82.90
126"
C2
MEDIUM
SAND
2.5Y 6/6
81.40
144"
PERC RATE <2 MIN/IN. ("C1" HORIZON)
NO GROUNDWATER OBSERVED
• 1, Darren M. Meyer, R.S., CSE, hereby certify that I 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.
3/4" - 1-1/2"
DOUBLE WASHED
BREAKOUT
ELEV.= 89.40
SOIL ABSORPTION SYSTEM (SECTION)
(500 GALLON H2O LEACH CHAMBER)
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 = DESIGN FLOW: 330 G.P.D.
GARBAGE GRINDER: NO (not designed for garbage grinder)
SEPTIC TANK: 550 gpd x 2009 = 1,100 gpd USE EXIST. 1,000G SEPTIC TANK
LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F.
USE TWO (2) 500 GALLON H2O 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 REQ'D
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
39 FROST AVENUE, WEST YARMOUTH, MA
Prepared for: Tosches R ady Rooter Exc.
Design and Site Plan by: SCALE DRAWN DATE
MEYER & SONS, INC. N.T.S. DMM 08/27/18
PO BOX 981
EASTSANDIMCH,MA02537 REV DATE CHECKED SHEET NO.
508-3d2-29M DMM 2 of 2