Engineer Plan - 2021Map 86
Parcel 113
Map 86
Parcel 108
Top Step
�1b N 7g_OS-27 TBM ELr c. 50.4
to the N
Removed
z V Lot 208 ST Il it w,
1 11 19,113± Sq. Ft r
11 House #56 11 Note
11 1 /I2 Bedroom �, 1 / #19
TOF EI = 50.0
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Q 1r — 1� I� Test Hole
Permit valid for REPAIR OF SEPTIC SYSTEM
ONLY, due to State and Local septic variances.
Board of Health review and approval is required for
any future a(ldiiiensirenovations/alterations to
sewage facilities and/or structures/dwelling.
Yarmouth Health Depot tmeat
APPROVED
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( J Map 86
1 aq Parcel 115
NOTE:
LOCATION OF UTILITIES IS APPROXIMATE AND ALL
UNDERGROUND AND OVERHEAD UTILITIES MUST BE
DETERMINED IN THE FIELD PRIOR TO COMMENCEMENT
OF ANY WORK, THIS INCLUDES, BUT NOT LIMITED TO,
REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COMPANIES
AND THE LOCAL WATER DEPARTMENT.
I SAS
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Map 86
Parcel 107
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MO8ORESTEPHEN`n+
No.39398 ti
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Maximum Feasible Compliance
SITE LOCUS
NOT TO SCALE
1.) Assessor's Map 86 Parcel 114
2.) Bk 28268 Pg. 197
3.) Plan Book 237 Page 143
4.) This property is in the Zone II
Water Protection District
5.) This property is in Flood Zone X
Firm Map 25001CO586J 7/16/14
Proposed Site and Septic Plan
56 Payson Path West Yarmouth, MA
Prepared for:
Stacia Takoch
56 Payson Path
West Yarmouth, MA
Prepared by:
All Cape Septic and Survey
618 Route 28
West Yarmouth, MA 02673
(508) 771-4200
aIIccipeseptic@gmaii.com
July 19, 2021 Sheet 1 of 2 By: MA Check: SM Dwg. #346
Variances: 310 CMR
: /j' llt r�rrca arcuH3`6r
1.) Variance to the 20' setback between the edge of the SAS 20
and the Foundation. An 17.0" setback is provided.
An 3.0' Variance is requested. 310 CMR 15.405(1)(a)
;T,
GRAPHIC SCALE
( IN FEET )
1 inch = 20 ft.
BO
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WEST
YARMOUTH,
MA
SITE LOCUS
NOT TO SCALE
1.) Assessor's Map 86 Parcel 114
2.) Bk 28268 Pg. 197
3.) Plan Book 237 Page 143
4.) This property is in the Zone II
Water Protection District
5.) This property is in Flood Zone X
Firm Map 25001CO586J 7/16/14
Proposed Site and Septic Plan
56 Payson Path West Yarmouth, MA
Prepared for:
Stacia Takoch
56 Payson Path
West Yarmouth, MA
Prepared by:
All Cape Septic and Survey
618 Route 28
West Yarmouth, MA 02673
(508) 771-4200
aIIccipeseptic@gmaii.com
July 19, 2021 Sheet 1 of 2 By: MA Check: SM Dwg. #346
Variances: 310 CMR
: /j' llt r�rrca arcuH3`6r
1.) Variance to the 20' setback between the edge of the SAS 20
and the Foundation. An 17.0" setback is provided.
An 3.0' Variance is requested. 310 CMR 15.405(1)(a)
;T,
GRAPHIC SCALE
( IN FEET )
1 inch = 20 ft.
BO
RAISE MIN, 20" DIAMETER COVER
CONSTRUCTION NOTES TOF EL=50.0± TO WITHIN 6" OF FINISH GRADE
1.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (310 CMR 15.000):
STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND
EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT
AND DISPOSAL OF SEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS.
2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE IS POTENTIAL FOR
VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20
LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE,
3.) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS AND D -BOX SHALL BE INSTALLED ON A STABLE
MECHANICALLY -COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. 471
4.) COVERS OVER. THE INLET AND. OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION BOX, AND -Ex tl,
THE SOIL ABSORPTION SYSTEM SHALL BE RAISED T0. WITHIN 6" OF FINAL GRADE. LEACHING
FIELDS, TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL
HAVE AT LEAST ONE (1) INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLACED
VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEMWITH A CAP, TIED WITH MAGNETIC
MARKING TAPE, ACCESSIBLE TO WITHIN 3" OF FINAL GRADE.
5.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A
MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 2% FROM THE BUILDING TO THE SEPTIC TANK,
AND NOT LESS THAN 1% OTHERWISE.
6.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE 40
PVC (OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED
AT END OR AS NOTED,
7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE
PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO
ASSURE EVEN DISTRIBUTION.
8.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES
IN ORDER TO PROVIDE A WATERTIGHT SEAL,
9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE
DISPOSAL FIELD DURING THE COURSE. OF CONSTRUCTION OF THE SYSTEM.
10.) IN ACCORDANCE WITH 310 CMR 15.221, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH
MAGNETIC MARKING TAPE,
11.) THERE. ARE NO KNOWN WELLS OR WETLANDS WITHIN 150' OF THE PROPOSED SOIL ABSORPTION SYSTEM,
12.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF
THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT
USEOF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM.
13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS
CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE ENGINEER.
14.) THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE
BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE
SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT
.AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED.
15.) LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR
DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO
COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT IS NOT LIMITED TO, REQUESTS TO DIGSAFE,
ANY PRIVATE. UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT,
16.) CONTRACTOR SHALL VERIFY THAT ALL WASTELINES ARE CONNECTED BY WATER TESTING
WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS,
17.). CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY
SEPTIC SYSTEM COMPONENTS.
18.) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE, TITLE 5. SOILS CAN BE
VARIABLE AND TEST HOLE DATA IS NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS. IF
SOILS DIFFER FROM THOSE SHOWN IN THE SOILS LOGS, DESIGN ENGINEER IS TO INSPECT THE
SOILS PRIOR TO PROCEEDING WITH INSTALLATION OF ANY SEPTIC COMPONENTS.
19.) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND
ABANDONED IN PLACE OR REMOVED AS REQUIRED. AREA TO BE COMPACTED TO MINIMIZE SETTLING.
(INCLUDING EXISTING SEPTIC TANK)
B.
MOORE
No. 39398
= 49.0
GEOTE
46.0
FABRIC
J
46.5 46.3 45.8 45.6
� } 3 4 to
a J - "- NI 1-1/2" STONE
GAS BAFFLE DB -3 H-20 (Double wash)
D -BOX TWO (2) 500 GALLON PRECAST 21
43.5 CONCRETE LEACH CHAMBERS WITH Me OF
I EXISTING STONE ON ENDS AND WWi ON SIDES
I-tt't 1,000 GALLON 25't � _6t
,
'
SEPTIC TANLa�� LEACH CHAMBERS 5.1
(END VIEW)
AUG 2021 FLOW PROFILE
NOT TO SCALE EL=38.4 Bottom Test Hole
Floor Plan HEALTH DEPT.
N.T.s. SYSTEM DESIGN CALCULATIONS
Bed -SEWAGE DESIGNFLOW:. TWO BEDROOM DWELLING 0 110. GPD/BEDROOM = 220 GPD
#2 Dining -Kitchen
SEWAGE DESIGN FLOW PROVIDED: TWO (2) 500 GALLON CHAMBERS ✓
j WITH 2' STONE ON THE ENDS AND 2' STONE ON THE SIDES
Bed I Living Vt = [(21.0 X 8.83) + 2(21,0 + 8.83) (2) x .74 = 225 GPD PROVIDED
#1 225 GPD PROVIDED > 220 GPD REQUIRED
Tf
Test Hole 1 (EL=49.Ot)
1 tJ 1 I-tULL- LUh
Depth
Elev.
Layer
Soil Class
Soil Color
0"-14"
47.8
A
Sandy Loam
10YR3/1
14"-17"
47.6
B
Loamy Sand
10YR4/4
17"-28"
46.7
C
Med-Coarse
10YR5/3
Sand
28"-127"
38.4
C
Med'-Coarse
t0YR5/3
Sand
DATE OF TESTING: 06/17/21
SOIL EVALUATOR: MARK POLSELLI
WITNESS: MALLORY LANGLER YARMOUTH HEALTH AGENT
PERCOLATION RATE HOLE #1: LESS THAN < 2 MIN/INCH BOTTOM OF TEST 65"
NO GROUNDWATER ENCOUNTERED
NO MOTTLING ENCOUNTERED
SEPTIC TANK CAPACITY REQUIRED: 220 GPD X 200 = 440 (MINIMUM)
SEPTIC TANK CAPACITY PROVIDED: 1,000 GALLON. SEPTIC TANK (EXISTING)
A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN FLOW
Proposed Site and Septic Plan
56 Payson Path
West Yarmouth, MA
Prepared for:
Stacio Tokach
56 Payson Path
West Yarmouth, MA
Prepared by:
AN Cape Septic and Survey
618 Route 28
West Yarmouth, MA 02673
(508) 771-4200
allcapesepticOgmoil. com
Date: 07/19/21
Sheet 2 of 2
Project No. AC -346