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LEGEND
SCALE: 1"=20'
Yarmouth Health Department
Date
JUL 2 6 2022
HEALTH DEPT.
SURVEY BY:
WELLER & ASSOC.
YARM
LOCUS
14 AUSTRAILIAN AVE
LOCUS INFORMATION
PLAN REF: 228/003
TITLE REF: 29328/0037
PARCEL ID: M: 136 L: 006
PROPERTY IS WITHIN A ZONE II
FLOOD ZONE: NOT IN FLOOD ZONE
LOCUS MAP
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
14 AUSTRALIAN AVENUE
YARMOUTHPORT, MA
PREPARED FOR
ALEX PENDLETON/
DYROOTER EXC.
LY 25. 2022
STEVEN W� N�y. t\\ OF
1140
- 20-2L
MEYER & SONS INC.
P.O. Box 981
E. SANDWICH, MA 02537
PH. (508)360-3311
fax (774)413-9468
meyerandsonstitle5@gmail.com
PROPOSED CONTOUR
r9-81
PROPOSED SPOT GRADE
-- gg --
EXISTING CONTOUR
+ 96.52
EXISTING SPOT GRADE
—W—
EXISTING WATER SERVICE
&
TEST PIT
SCALE: 1"=20'
Yarmouth Health Department
Date
JUL 2 6 2022
HEALTH DEPT.
SURVEY BY:
WELLER & ASSOC.
YARM
LOCUS
14 AUSTRAILIAN AVE
LOCUS INFORMATION
PLAN REF: 228/003
TITLE REF: 29328/0037
PARCEL ID: M: 136 L: 006
PROPERTY IS WITHIN A ZONE II
FLOOD ZONE: NOT IN FLOOD ZONE
LOCUS MAP
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
14 AUSTRALIAN AVENUE
YARMOUTHPORT, MA
PREPARED FOR
ALEX PENDLETON/
DYROOTER EXC.
LY 25. 2022
STEVEN W� N�y. t\\ OF
1140
- 20-2L
MEYER & SONS INC.
P.O. Box 981
E. SANDWICH, MA 02537
PH. (508)360-3311
fax (774)413-9468
meyerandsonstitle5@gmail.com
F.F. ELEV.
(Existing)
= 56.0
SLAB ELEVATION
EL. 48.50
EXISTING OUTLET
INV: 46.
NOTE:. PLACE MAGNETIC MARKING TAPE OVER ALL COVERS BRING LEACHING COVERS TO W/IN 3" OF FINISH GRADE
BRING ALL COVERS TO FINISH GRADE W/METAL RINGS
AND COVERS. FINISHED GRADE (48.0-50.0)
F.G.EL: 48.50 F.G. EL: 50.00 VENT
MAINTAIN 2% MIN SLOPE OVER LEACHING AREA p
TEE'S ARE TO BE
4" SCH 401 PVC
EXIST. 1,000 Gf
GAS BAFFLE TO
OUTLET TEE AS
TUF-TITS, ZABE
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 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 &c OUTLET TEES W/
GAS BAFFLE AS REQUIRED
SOIL LOGS
1
INV. 46.05
BAFFLE
ON SEPTIC TANK
INSTALLED ON
>NUFACTURED BY
OR EQUAL
2" OF 3/8" DOUBLE WASHED
STONE OR FILTER FABRIC
4" SCH 40 PVC
" S= 1
INV. 44.6
INV. 44.45
PROPOSED DB -3
DISTRIBUTION BOX
(H20)
SEPTIC SYSTEM PROFILE
DATE: JUNE 29,2022
SOIL EVALUATOR: DARREN MEYER, RS, ES 1614
WITNESS: JAY GARDINER, YARM UTH HEALTH
Elev. TP -1 Depth
48.00 A 0"
LOAMY SAND
10YR 3/2
47.17 10"
B
LOAMY SAND
1 OYR 5/8
44.6740"
C
MEDIUM
SAND
2.5Y 6/4
"Ali
132"
PERC RATE <2 MIN/IN. ("C" HORIi
NO GROUNDWATER OBSERVED
DEPTH
INV. ELEV.= 44.05
4' / 1 3 X 8.5
TOP CONC. ELEV.= 45.05
INV. ELEV.= 44.05
BOTTOM EL.= 42.0
SEPARATION 5.05 FT.
OF TESTHOLE EL: 37.00
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) (8):
1) A 1.95 FT. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING
TO BE 4.95 FT (APPRX) BELOW GRADE VS REQ'D 3 FT. (H20/VENT PROVIDED)
3. EDISPOSAL
SHALL NFC PRIOR
TO INSPECTION AND BY THE BOARD BACKFILLED
AND THE
DESIGN ENGINEER.
4. ANY CONDMONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
ENGW RO BEFO EWCONSTRUCTIO CN HEREON ONTINUES. BE REPORTED TO THE DESIGN
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. R 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. ALL PIPING TO BE 4" SCH 40 0 1/8"/Fr (UNLESS SPECIFIED)
EFFECTIVE LENGTH = 33.5'
3/4" - 1-1/2"
DOUBLE WASHED
E!
BREAKOUT
ELEV.= 45.05
3.75' I 5 FT. I 3.75'
EFFECTIVE WIDTH = 12.5'
SOIL ABSORPTION SYSTEM (SECTION)
500 GALLON H-20 LEACH CHAMBER,
DESIGN CRITERIA
NUMBER OF BEDROOMS: 4 BEDROOM DESIGN
SOIL TEXTURAL CLASS: .CLASS 1 (0.74 GPD/SF)
DESIGN PERCOLATION RATE: <2 MIN/IN
DAILY FLOW: 110 G.P.D. X 4 BR = 440 G.P.D.
GARBAGE GRINDER: NO (not designed for garbage grinder)
SEPTIC TANK: 440 gpd x 200% = 880 gpd, USE EXIST. 1,000 GAL. SEPTIC TANK
LEACHING AREA REQUIRED: (440)/0.74 = 594.59 S.F.
USE THREE (3) 500 GALLON H-20 PRECAST LEACH CHAMBERS W/ 4'
STONE ON ENDS & 3.75' STONE ON SIDES: 33.5' L x 12.5' W x 2'D
BOTTOM AREA: 33.5 x.12.5 = 418.75 SF
SIDE AREA: (33.5 + 12.5) X 2 X 2 = 184 SF
TOTAL SQUARE FEET PROVIDED = 602 vs. 594.59 REQ'D
DESIGN FLOW PROVIDED: 0.74(602 S.F.) = 445.48 G.P.D. vs. 440 G.P.D. req'd
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
14 AUSTRALIAN AVENUE, YARMOUTHPORT, MA
Prepared for: Alex Pendleton/Ready Rooter Exc.
Design and Site Plan by: SCALE DRAWN DATE
MEYER &SONS, INC. N.T.S. DMM 07/25/22
PO Sox 991 REV DATE CHECKED SHEET NO.
EAST SANDWICH, MA 02537
509-362-2922 DMM 2 of 2