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132/30
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PER TITLE FIVE
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14.4 p
( 40.6'
Yumouth Deparbuu
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zo 0 10 zo 40
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IN FEET )
1 inch = 20 ft.
YARMOUTHPORT
LOCUS
61 HOMESTEAD
LANE
LOCUS MAP
LOCUS INFORMATION
PLAN REF: 216/155
TITLE REF: 18029/270
PARCEL ID: MAP 132 PAR. 27
FLOOD ZONE: "X"
COMMUNITY PANEL: 25001CO578J DATED:07/16/14
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
61 HOMESTEAD LANE
YARMOUTHPORT, MA.
PREPARED FOR
MARK R. & SUSAN M.
GRENIER
APRIL 18, 2022
EDWARD \;�n\% 1 +i/o+/' DAVID
E.A.S.
SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA. 02563
CELL: (508)527-3600
EMAIL: eas.survey®yahoo.com
SHEET 1 OF 2
415A
TOP OF FOUNDATION
(10' MIN.)
D C.O. EL= 16.0
RISER RISER
r 9" MIN.
.11�
COVER ,, Kiorr
4"
a
EXISTING
1,500 GALLON TANK
(TO REMAIN)
GENERAL NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF YARMOUTH RULES AND REGULATIONS
FOR SUBSURFACE DISPOSAL OF SEWERAGE.
2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE
ACCESSIBLE WITHIN 6" OF FINISH GRADE, WITH ANY REMAINING
ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE
CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE
UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEN THEY
MUST WITHSTAND H-20 LOADING.
4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION
OF ALL UTILITIES PRIOR TO ANY EXCAVATION.
S. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE
OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE.
6. FINISH GRADE SHALL HAVE A MINIMUM OF 2% GRADE
OVER THE S.A.S. AND DISTRIBUTION BOX.
7. SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED OF
SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6' ABOVE
THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND
LOCATED DIRECTLY UNDER THE CLEANOUT MANHOLES.
8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN
2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT
ELEVATION OF THE OUTLET PIPE.
9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES.
i'I10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS
TI BAFFLE, 4 INCHES IN DIAMETER AND CONTRUCTED OF 4" PVC.
'11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND
FIRST TWO FEET OUT OF THE DISTRIBUTION BOX SHALL
BE LEVEL.
12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION
TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW
3. NOT IN STATE ZONE B
CONSTRUCTION NOTES:
1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND
ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING
WORK ON THE SITE.
2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE
WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT
IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
3. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARK'.
TAPE OR A COMPARABLE MEANS.
15' S= .01
PROFILE OF
4" SCHEDULE 40 P.V.C. SEWAGE DISPOSAL SYSTEM
(NOT TO SCALE)
EL= 15.3'(FG) /
CONC. To
RISER & LEVE
I
COVER r.
6' BAOF MECHANICALLYINVERT
SE
COMPA3wa-r-
PROP. H-2( B6
DIST O
BOX W/"T"
FG= 15.3
CLEAN SAND FILL
PER 310 CMR 15.255
2 OBSERVATION ..
SCREWCAP TO GRADE PORTS .I
W/ MAGNETIC TAPE t„ VENT
„
kk
So
1.5' 5 STRIPOUT )
TIE 16"
ENDS EL= 12.43
25'
(30) ARC 36 HC (H-20) (34.5" X 60" X 16")
SOIL ABSORBTION (BED FORMATION)
SYSTEM (S.A.S.) 14,2' X 25.0'
MIN. 6" OF COVER W/ CLEAN SAND FILL g -
�
PER 310 CMR 15.255 EL= 13.76
00
I CERTIFY THAT I AM CURRENTLY APPROVED BY THE DEPARTMENT OF
ENVIRONMENTAL PROTECTION PURSUANT TO 310 CMR 15.017 TO CONDUCT
SOIL EVALUATIONS AND THAT THE ABOVE ANALYSIS HAS BEEN PERFORMED
BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE
DESCRIBED IN 310 CMR 15.017. 1 FURTHER CERTIFY THAT THE RESULTS OF MY
SOIL EVALUATION, AS INDICATED ON THE ATTACHED SOIL EVALUATION FORM,
ARE ACCURATE AND -IN ACCORDANCE WITH 310 CMR 15.100 THROUGH 15.107.
DAVID D. FLAHERTY,
NEW
TEST PIT
RESULTS:
SOIL EVALUATOR
SOIL TEST DATE: MARCH 31, 2022
B.O.H. AGENT: BRUCE G. MURPHY, R.S.
SOIL EVALUATOR: DAVID D. FLAHERTY,JR., SE
BACKHOE: ELLIS BROS.
TPA3 Fl.= 14.4 SFIVF TEST(<2 MPI) DOWN CAPE ENG.
ELEV.
DEPTH (IN.)
HORIZON
TEXTURE
COLOR
MOTTLING OTHERI
12.9
0"-18"
FILL
1.3
7.1
1 36"-98"
11.7
18"-31"
A
LOAMY SAND
10YR3/2
N/A
10.9
31"-39"
B
LOAMY SAND
1OYR5/6
N/A
5.2
39"-110"
Cl
SILT CLAY LOAM
10YR6/6
N/A
1.2
110"-158"
C2
MED./COARSE. SAND
2.5Y6/5
N/A
GROUNDWATER
EL.= 15
cape eng. OLD
ELEV.
I DEPTH (IN.)
HORIZON TEXTURE
COLOR
MOTTLING OTHER
12.3
1 0-36"
X FILL
C 1 SILT LOAM 110YR5ZA
1.3
7.1
1 36"-98"
C 1 SILT LOAM
10YR6 6
2.3
98"-156"
C2 I FINE & COAR.
SAND 2.5Y6/4 LAYERED
TH#2 EL.= 15.1GKOUNUWAItK AI 11U LLtV.=b.1
34.5" Y J10.5" y 34.5" Y
PROFILE END (FIVE ROWS OF FI
OBS WELL SDW252R ADJ. MAR 2022 A -
TEST PIT
RESULTS:
s
DATE: 03/15/12
AGENT: AMY VON HONE
EVAL: EDWARD A. STONE
BACKHOE:
WARREN MIRANDA
ELEV.
I DEPTH (IN.)IHORIZONI
TEXTURE COLOR MOTTLING OTHER
11.1
0-48"
FILL
5.9
48"-110"
C 1 SILT LOAM 110YR5ZA
1.3
110"-166"
C2 FINE & COAR. SAND 2.5Y6/4
34.5" Y {EL= 12.43
=0.7 7.4/J.
NDWATER AT 6.7 AD '. =0.7
DESIGN DATA:
NUMBER OF BEDROOMS.........{ 4 ,I
9 GARBAGE DISPOSAL................`.0 _
TOTAL TIMATED FL
(110 GAL./BR./DAY X 4 BR.) 4446',) _
440GPD X 200% = 880 GAL
USE EXIST. 1500 GAL, TANK
INSTALL: 25 ARC 36 HC (H-20) AND BACKFILL
WITH CLEAN SAND FILL PER 310 CMR 15.255 6" MIN. ABOVE
AND BETWEEN UNITS
SOIL CLASSIFICATION ................
DESIGN PERCOLATION RATE..... < MIN_/LN.
EFFLUENT LOADING RATE ......... __74___
REQUIRED LEACHING CAPACITY....440 GAIDAY
LEACHING CAPACITY PROVIDED..... 444 GALLDAY
5 UNITS X 5 ROWS X 5.0 LF/UNIT X 4.80SF/LF = 600
600(.74)= 444 GAL/DA
'TOTAL= 444 GAL/DAY
444 GPD PROVIDED - 440 GPD REQUIRED = 4 GPD RESERVE
DAVID SEPTIC SYSTEM DETAIL PAGE
D. 1. 61 HOMESTEAD LANE
H Y .J ? YARMOUTHPORT, MA.
APRIL 18, 2022
dAllAa+� SHEET 2 OF 2 J# 1415A