HomeMy WebLinkAboutEngineer Plan - 2020O
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v - LEGEND
PROPOSED CONTOUR
® PROPOSED SPOT GRADE
-- 98 -- EXISTING CONTOUR
LOT 3 2�3 + 96.52 EXISTING SPOT GRADE
AREA = 0.55 Ac. 82i W— EXISTING WATER SERVICE
5 ® TEST PIT
5 G c;,4 SCALE: 1"=20'
56
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PROP 1,500G
SEP fIC TANK Al
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9.8 �'----- \ o o� O 005 2.
EXIST; 1 OOOG / h• /
/ 5 ti /
SEPTIr TANK / 59a4
5 G-
50.7
i W
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Permit valid for [IFTAW OF SEPTIC SVS'1 EIYI
ONLY, dire to -State and Local seffic variances:
Board of.11ealth review and approval is re4luired for
any future additions/rend% rtions/aherations to
sewage hu•ilitieS and/o'r structures/dwelling.
11armo�[?{u``th :Heappllli 1)epartment
Ll' 3 2 0 2
YARMOUTHPORT
Al HILLCREST RD. 9��
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LOCUS MAP
LOCUS INFORMATION
PLAN REF: 203/111
TITLE REF: 2328/088
PARCEL ID: MAP 151 PAR. 061
FLOOD ZONE: PROPERTY NOT IN FLOOD ZONE
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
32 HILLCREST ROAD
YARMOUTHPORT, MA
PREPARED FOR
WILILAM ARSENAUX/
READY ROOTER EXC.
e APRIL 3, 2020
N OF MASS' OF
VSs
0 STEVEN W m -A
RUMBA N o DARREN,\ M
i 1 sb,� SEG/5fEv
49.8 Name;, mate54
NITAR�p�
52
MEYER & SONS, INC.
4G.7 TBM = E► .47.0 API? 1 G 2020
P.O. BOX 981
TOP OF REBAR EAST SANDWICH, MA. 02537
® i HEALTH DEPT, PH: (508)360-3311
FAX: (774)413-9468
SURVEY CONDUCTED BY: meyerandsonstitle5@gmail.com
WELLER AND ASSOCIATES
SHEET 1 OF 2 J#1894
NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS
BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE
FINISHED GRADE (55.0-53.0)
61.50 F.G.ELc 58.0 F.G. EL: 55.5
---\ --
SLAB EL \ MAINTAIN 2% MIN SLOPE OVER LEACHING AREA
(Existing)
= 60.0 :v ;,
.. place sanitary tee 2" OF 3/8" DOUBLE WASHED
Y F.G.EL» 57.25 �. ; 3/4' - 1-1/2'
V.• - : • in d -box. •• STONE OR FILTER FABRIC
6' DOUBLE WASHED STONE
' '" 4" SCH 40 PVC
4.
10"1®®®®• O ®®®®
e MIN.) ®®®®®®®®®®®
4E'S
SCHARE
40 PVC2® ®®®®®® ®
E 14 S 1% INV.52.50 ' EFF. DEPTH ®®®
r INV: 56.0 -T
INV. 52.30 41/2 X 8.5' 4'
EXISTING ouTLEr BAF LE PROPOSED DB -3
INV. 58.0 DISTRIBUTION BOX EFFECTIVE LENGTH = 25'
INV. 56.25 (H20) INV. ELEV.= 51.0
PROP. 1,500 GALLON SEPTIC TANK
GAS BAFFLE TO BE INSTALLED ON ���`� OF 'ss9 BREAKOUT
OUTLET TEE AS MANUFACTURED BY
oDARREN M. s / ELEV.= 51.0
TUF-TITE, ZABEL, OR EQUAL ETOP CONC. ELEV.= 52.0 ,
No. i1/4C INV. ELEV.= 51.0 ®® 0 ®®
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING®®®®®®
PIPE INVERTS PRIOR TO CONSTRUCTION MPEG/g[ ®®®®®®®
2) TANK/D-BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM EL.= 49.0®®®la0IERLa
GRADE ON A MECHANICALLY COMPACTED SIX 3.75 5 FT. 3.75'
INCH CRUSHED STONE BASE, AS SPECIFIED IN
310 CMR 15.221(2) SEPARATION 5.80 FT. EFFECTIVE WIDTH = 12.5'
3) INSTALL INLET & OUTLET TEES W/ SEPTIC SYSTEM PROFILE
GAS BAFFLE AS REQUIRED SOIL ABSORPTION SYSTEM (SECTION)
BOTTOM OF TESTHOLE EL: 43.20 � ��
(500 GALLON LEACH CHAMBER)
GENERAL NOTES: DESIGN CRITERIA
I. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL LOGS
BOARD OF HEALTH AND THE DESIGN ENGINEER. - NUMBER OF BEDROOMS: 3 BEDROOM DESIGN
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS DATE:.; MARCH 31, 2020
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE � � SOIL EVALUATOR: DARREN MEYER
R.S. CSE #1614 SOIL TEXTURAL CLASS: CLASS I (0.74 GPD/SF)
LOCAL RULES AND REGULATIONS. DESIGN PERCOLATION RATE: <2 MIN/IN
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR WITNESS MALLORY LANGLER, YARMOUTH HEALTH DEPT. DAILY Flow: 110 G.P.D. X 3 BR = DESIGN FLOW: 330 G.P.D.
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER. GARBAGE GRINDER: NO (not designed for garbage grinder)
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING Elev. TP- Depth
'FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGNSEPTIC TANK: 330 gpd x 200% = 660 gpd USE PROP. 1,5000 SEPTIC TANK
ENGINEER BEFORE CONSTRUCTION CONTINUES. 54.20 ALOAMY SAND 0
5.. ALL ELEVATIONS BASED ON ASSUMED DATUM. 53.45 1OYR 3/1 9" LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F.
6. THE DESIGN ENGINEER IS'NOT RESPONSIBLE FOR THE FAILURE OF g
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF LOAMY SAND USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 4,
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 51.02 10YR 5/6 38' STONE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE _ C
8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED BOTTOM AREA 25 x 12.5 = 312.5 SF
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. ;_
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MEDIUM SIDE AREA: (25 + 12.5) X 2 X 2 ' = 150
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING SAND
CONSTRUCTION. P� TEST TOTAL SQUARE FEET PROVIDED = 462 vs. 45.94 REQ'D
2.5Y 6/4
10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5. o EL. 49.40 DESIGN FLOW PROVIDED: 0.74(462 S.F = 342.25 G. D. vs. 330 G.P.D. req'd
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 UNE SURVEY 43.20 1 132" PROPOSED SEPTIC ` S TEM UPGRADE P LAN
13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING.
14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. PERC RATE <2 MIN/IN. (-Cl- HORIZON) 32 HILLCREST ROAD, YARMOUTHPORT, MA
15. ALL PIPING TO BE 4" SCH 40 0 1/8"/FT (UNLESS SPECIFIED) NO GROUNDWATER OBSERVED
Prepared for: William Arsena x/Ready Rooter Exc.
Design and Site Plan by: SCALE DRAWN DATE
* 1, Darren M. Meyer, R.S., CSE, hereby certify that 1 am currently approved by MADEP pursuant to 310 CMR 15.017 MEYER& SONS, INC. N.T.S. DMM 04/03/20
to conduct soil evaluations and that the above anarysis has been performed by me consistent with the POBOX961 REV DATE
requirements of 310 CMR 15.017. 1 further certify that 1 have passed the Soil Evol. Exam in October, 1999. E4STSANDW/CH,M402537 CHECKED SHEET NO.
506,962-2922 DMM 2 of 2