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Permit valid for REPAIR OF SEPTIC SYSTEM /\ 1-
ONLI' ue to State and Local septic variances. / \
Board f Health review and approval is required for T \
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sews scilities and/or structures/dwelling. L T 2 / \
Yarmouth Health Department r-3
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RE(:EIVE®
AUG 18 2023
HEALTH DEPT.
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NOTE: // GRAPHIC SCALE
VARIANCE REQUEST: TO INSTALL S.A.S. WITHIN 15.3' FROM YRB /
HOUSE. A 4.7' VARIANCE /
PROPOSED TANK AND S.A.S. BELOW WALKOUT /
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1 inch = 20 ft.
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LOCUS INFORMATION
PLAN REF: 130/7
TITLE REF: 8289/106
PARCEL ID: MAP 69 PAR. 16
NOT IN ZONE II
FLOOD ZONE: "X"
COMMUNITY PANEL: 25001CO587J DATED:07/16/14
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
139 INDIAN MEMORIAL DRIVE
SOUTH YARMOUTH, MA.
PREPARED FOR
CONSTANCE STAFFORD
OCTOBER 3. 2022
tH OF yt SN OF
EDWARD�cys ��Fy A
ii
E. A.S.
SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA. 02563
CELL: (508)527-360,0
EMAIL: eos.survey0yahoo.com
SHEET 1 OF 2 J#2344
TOF=29.2 (FRONT)
=22.5 (REAR)
,,.,,,,
112' o S=.06
RISER
10" LIQUID LEVEL
MIN. 14
48" ADD
GAS o,
BAFFLE
BASE OF
PROPOSED (H-10)
1,500 GALLON TANK
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. ALL ACCESS PORTS OVER TANK TEES SHALL BE
ACCESSIBLE WITHIN 6" 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.
5. 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.
10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS
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
AND APPROVAL.
13. NOT IN STATE ZONE 11
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 MARKING
TAPE OR A COMPARABLE MEANS.
leoeoll
4" SCHEDULE 40 P.V.C. RISER
MIN. PITCH 1/8' PER FOOT
=.03 �� LEVEL
6' O S=.015
MECHANICALLY
COMPACTED GRAVEL
PROP. (H-20)D63
DISTRIBUTION
BOX
PROFILE OF
SEWAGE DISPOSAL SYSTEM
(NOT TO SCALE)
SEPTIC SYSTEM DETAIL PAGE
#139 INDIAN MEMORIAL DRIVE
SOUTH YARM OU TH, MA.
OCTOBER 5, 2022
TEST PIT RESULTS:
SOIL TEST DATE:
AUGUST 31, 2022
B.O.H. AGENT:
JAY GARDINER
SOIL EVALUATOR:
EDWARD A. STONE
BACKHOE:
EL -IS BROS. LARRY
TH#1 EL.= 22.0 (PERC BOTTOM @ 54" <2 MPI)
2' LAYER OF
1/8' - 1/2"
DOUBLE WASHED STONE
CLEAN
210 FG
SAND FILL PER 310
CMR
15.255
OR FILTER FABRIC
.�. ���...ion
23.0 FG
,,,,,,. ...........
RISER
20.5
®
°
® ® ®
0
® ®
®® ®
® ® ®
®
® ®
o°
® ® ® °
4
_�
cm ®
cm 0 ® °°
--
3/4" TO 1&1/2" "
DOUBLE WASHED STONE
25' -
2(H-20)500 GAL. CHAMBERS
RECEIVED (5'W X 8'-6"L X 3'-0"H) z &
SOIL ABSORBTION (TRENCH FORMATION) L
AUU 18 2023 SYSTEM (S.A.S.) 13' X 25'
HEALTH DEPT.. BOTTOM OF TEST PIT ELEV.- 11.0
ELEV.
DEPTH IN.
HORIZON
TEXTURE
COLOR
MOTTLING
OTHER
21.5
0'-6"
A
LOAMY SAND
10YR5/2
N/A
19.5
6"-30"
B
LOAMY SAND
10YR6/6
N/A
11.0
30"-132"
C
MEDIUM SAND
2.5Y7/6
N/A
NO MOTTLES, NO GROUNDWATER
DESIGN DATA:
NUMBER OF BEDROOMS .........
3
GARBAGE DISPOSAL .................
NO
TOTAL ESTIMATED FLOW
(110 GAL./BR./DAY X 3 BR.)
330GPD X 200% = 660 GAL
__330 __
USE PROP. 1500 GAL. TANK
INSTALL: 2(H-20) 500GAL CHAMBERS (W/4'
CRUSHED STONE
ON THE SIDES AND ENDS) AND BACKFILL
WITH CLEAN SAND FILL PER 310 CMR
15.255
SOIL CLASSIFICATION ................
1_
DESIGN PERCOLATION RATE.....
MIN. IN.EFFLUENT
LOADING RATE .........
REQUIRED LEACHING CAPACITY
_.774___
..... 330 GAL DAY
LEACHING CAPACITY PROVIDED.....
352 GALYDAY
SIDEWALL: (13' + 25')x2x(2 SIDES)(.74)=
112 GAL/DAY
BOTTOM: (13' x 25')(.74)=
240 GAL/DAY
TOTAL=
352 GAL/DAY
352 GPD PROVIDED - 330 GPD REQUIRED =
22 GPD RESERVE
E.A.S.
SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA. 02563
CELL:(508)527-3600
EMAIL: eas.survey0yahoo.com
SHEET 2 OF 2 J�92344