HomeMy WebLinkAboutEngineered Plan - Rev. 2014ALWAYS DIG SAFE PRIOR TO CON STRUCTION--UTILITY N% MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: JOB NO. Y14-12 or
LOCATIONS SHOWN INCOMPLETE. NOTES
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1. VARY SEPARATION BETWEEN WATER LINE AND SEWER LINE SLEEVE o�
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N /F -� 3 SEWER (OR ENCASE IN CONCRETE) WITHIN 10' of WATER. 1. LOCUS IS A.M. 48, PARCEL 81. S613/78 SB13/43
310 CMR 15.211 (1). 2. ELEVATIONS SHOWN ARE ASSIGNED.
BAYRIDGE REALTY LLC
i 2. -VARY 0.4' OF 1,4' USGS GROUNDWATER ADJUSTMENT.. 3. LOCUS IS IN FLOOD ZONE B ON FIRM DATED :JUNE 17, 1986. a a
7 310CMR 15.103 (3) (b) 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)@st
5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
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" BENCH MARK--S:E CORNER OF \ 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. o
�' J 7. INLET TEE TO PROJECT DOWN 13" OUTLET TEE DOWN 14". °'
`� STEP=20.87 ASSIGNED 20.0 �� 0 N/ F
0 8, IF TWO OR MORE LINES, WATER TEST D -60X FOR EQUAL FLOW 3
o x 19,6 CASSIDY D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
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fl° : 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO
COVERS: BUILD UP COVERS TO GRADE: --1 ON TANK, 1 OVER PUMP SCALE
10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 7/2" PEA STONE ON TOP.
20,0 11. IF UNSUITABLE SOLS, OR OILS DIFFERING FROM THE :SOIL LOG ARE FOUND, LOCATION_ MAP
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o }9 :- *poi l CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
Nf F �o '� F °�) 12. 1F AN OVERDIGG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE t
13
MCHALE TH 1 19,3>9 of :20S� 708( GLASSER IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK,
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AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED ,BY HEALTH AGENT. DEPTH (inches) ELEV.(feet)
TH119.3 x 20,2 O '`' > 14. ALL CONSTRUCTION TO MEET TITLE 5 AND AL REGULATIONS.
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CON LOC ATIONS 0 19 3
•.,,.;;;;:, 20 ': s •:.: A/E layer 10yr 5/2
LOT AREA F
TEST }-TOLE DATE: April 3, 2014 10"
loamy sand
SWALE I � 20 �` �:•.. ti� 18.5
/ Q =10,530±S.
F.A\" PERFORMED BY: Ron Cadillac, Soil Evaluator
// o B layer 10yr 5/6
20. j /// ;: i' 1NITNESED BY: Amy Von Hone, `RS, CHO loamy sand
GRADE .CHANGES ARE PROPOSED PERQ .RATE; <3'-30"/inch (B layer) 27"�
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5
I993n
27" 17.0OV R LEACH AREA GEOLOGIC MSURVEAP(1,986): Harwich outwash plain deposits
.::::;.`: ::210 :" . , 1 20 --ADS ARC 36LP CHAMBERS
layer 2.5y 6/6
- , %s 0,4 ..
Q :: Laos 1
19,64 sand
Invert 17.75 fine
'�,X (3. INVERT)
`® i� X20.1 �, 'l•���1 Proposed Invert 20.77
Use Gas Baffle Top Units=21.07
Effluent Filter observed water
i 21.., 1Proposed---------
�, \ Q S-1/8"/ft min. @ Filter Cloth 3' Max.
= % 47' -____ 15.4
Q i 0 -- SES detail 22.2 22.1f
TIE 4 SCH --- Proposed 3"cover
� '* P „ Inspection Port
40 1500 Gal. S-=1,/$ /ft p
�O PIPE T EXISTING Invert 18.00 Monolithic 21 5
Min. %/ 1- 3
3" PVC --SLEEVE Septic Tank P 1
�r FSF �, f 20,8 Proposed Water Proof Sanitary --------- � '�..0 84" 12.3
19,71 19,Cy ,� '�'/� N/F 13.50 Tee
Invert 18.72 Bottom :.. :: ........ 40 Mil
20.7 COWLES Pro 4" Sch 40 6" Stone or compact Invert 20.94 Invert 20.72 1 7/7 B layer 20.4 Barrier
BENCH MARK --MAG. NAIL SET .i� @ Existing 3" PVC Proposed 1 Proposed 5' 1 4' Bottom
31
IN PAVEMEldT=20.-00 -ASSIGNED 19,86 x 8 '-41 i-731 i � j -1'-i }a.i h Ground Water-lf.4 TEST HOLE 2
(ON RANGE UNE OF HOUSE) ' 1 I 1 1 �? 1 2' 1 1' of 1.4' USGS Adjust.
2
DATA 5' l Mashpee29 April 2014 DEPTH (inches) ELEV.(feet)
� DESIGN -
BATH j
BDRM DEN
FLOOR PLAN
NOT TO SCALE
i 20 % < Zone A
9.5 2G,uG
Q Observed Water=15.4
3
_ � .__ ,,
LVRM 20.21 3' DEEP IMPERVIOUS GARBA3 GE GRINDER: NO
_ LEACH AREA
BARRIER --100 L.F. OF USE 20 ADS ARC 36LP (3.8" INVERT)
BATH 40 MIL POLYETHYLENE* REQUIRED CAPACITY: 330 GPD IN FIVE ROWS, AS SHOWN, FOR AN 14'-2" 2
(*OR EQUAL) TOP SEPTIC TANK: 1500 GAL. BY 20' BY 3.8 DEEP LEACH AREA.
KIT. BARRIER=TOP UNITS EFFECTIVE LEACHING AREA: 473 SF
=21.1 MIN., GRADE 4.73 SF/LF X 5'/UNlT=23.65 S.F/UNIT 5, REMOVAL & BARRIER
ABOVE BARRIER=21.5 MIN. 20 UNITS X 23,65 SF/UNIT=473 SF(EFFECTIVE) DO 5' ALL AROUND AND UNDER REMOVAL OF
DESIGN CAPACITY• "
l3DRM { BDRM
350 GPD TOP SOIL DOWN 10 TO B LAYER. 47
[(473 SF) X .74 GPD/SF]
PUMP CHAMBER STORAGE CAPACITY: 330 GAL.
DOSES PER DAY: > 4 BUOYANCY CALCS--MONOLITHIC 1500 GAL. H-10
*, 84'
15.4
MONOLITHLC 1..0.0.0 GALLON
WEIGHT OF EMPTY SEPTIC TANK AND 19 OF COVER 123
H-10 PUMP CHAMBERTANK= 5.74 TON (PER SHOREY)
W/ WATERPROOFING " = FT.
BUOYANCY CALCS-�MONOLITHIC'PUMP CHAMBER 19 COVER -1,5$' X 5.67' X 10.5 X 0.055 TON/CU.
19 COVER -5.17 TON ,< ,
Cover to Grade WEIGHT OF EMPTY CHAMBER AND 23' OF COVER TOTAL= 5.74 TON + 5.17 TON = 10.91 TON
Floats/Pump Quick Disconnect CHAMBER= 4.60 TON (PER SHOREY) Pernit valid' for REPAIR OF SEPTIC SYSTEM
WEIGHT OF WATER --HIGH GROUNDWATER DOWN
Replaceable 2" PVC ALARM & PUMP NOTES 23" COVER= 1.9' X 5.42' X 8.25' X 0.055 TON/CU. FT. ONLY, due to State and Local septic %ariances.
16.8-13.5 X5.6TX10.5 X0.0312 TON CU. FT.
From Riser 23" COVER= 4.67 TON ( ) / Board off review and approval is re aired for
any future additions/re"ovation4/atter: ?ions to
1. ALARM TO BE WIRED BY ELECTRICIAN ON TOTAL= 4.67 TON + 4.60 TON = 9.27 TON TANK AND WEIGHT WATER= "AVERAGED OVER ARE HEAVIER BY 4.8" sT.QN;Xe Iaeililies and/or struct�r� es/d.,eHte
17.73
'Weep/Vent Hole. SEPARATE CIRCUIT FROM PUMP. WEIGHT OF WATER --HIGH GROUNDWATER DOWN g
Invert Alarm 33" Check Valve 2• ELECTRICAL WORK TO BE INSPECTED BY (16.8 - 13.23') X 5.42' X 8.25' X 0.0312 TON/CU. FT.
On 26" WIRING INSPECTOR. WEIGHT WATER= 4.98 TON Yarmouth Wealth 01•14artutvn
Off �" el. 15.27 3. ALARM TO BE LOCATED IN HOUSE. TANK AND 23" AVERAGE COVER ARE HEAVIER BY 4.3 TON. Sl TE PLAN AI''>f2O',
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4. PUMP TO BE CAPABLE OF PASSING 1-1/4" SOLIDS AND INSTALLED IN STRICT ''v✓�
13.23 6" STONE UNDER CONFORMANCE WITH MANUFACTURER'S FOR _✓✓✓
Bottom SPECIFICATIONS. THIS PLAN IS A VALID COPY ONLY IF IT BEARS
MAKE FACTORY WATER -PROOF 5. USE MEYER SRM4, 4/10 HP PUMP, OR 1VI_--"-'__
EQUIVALENT. AN ORI RED STA IG URE. ROBERT J. MICHAEL P . rJ u
6. TO PROVIDE FOR EASY AND SAFE •
LEGEND MAINTENANCE OF PUMP:
,
, UTTARO
-PROVIDE. UNION/DISCONNECT IN 2" PVC �'
TH 1 TEST HOLE LOCATION, NUMBER LINE IN RISER SO PUMP CAN BE
W WATER LINE MARKINGS REMOVED FROM TOP OF TANK. ��H OF Mtiss ° MAss�
-RECOMMEND FLOATS BEN ATTACHED TO 2' e 34 CIRCUIT ROAD WEST WEST YARMOUTH M A
E OVERHEAD ELECTRIC WIRES IF SHOWN PUMP LINE SO FLOATS CAN BE ADJUSTED oy� y off' ��
( ) ,�. RONALD m'� � RONALD s � s ,
OUTSIDE CHAMBER. JAMESa v' J ES /� 1 n �y
- -G- GAS LINE MARKINGS CADILLAC `�+ CADILLAC MAY 29 2O 14 SCALE: ��-GVH
x 9.5 xz2,� EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) # 1060 'O # 35779
6--�. EXISTING CONTOUR A �F �° �o�� 11
ESS oQ v�r 115 '1014
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PROPOSED CONTOUR
`�iSgNIrAR�P`' f ��S�R��y RONALD J. CADILLAC, PLS, RS, P.C.
UTILITY POLE (IF SHOWN) I �5 f 4 PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN HEALTH EPT:
® EXISTING DRAINAGE CATCH BASIN P.O. BOX 258
x FENCE (IF SHOWN, NOT ALL SHOWN) WEST YARMOUTH, MA 02673
TREE (IF SHOWN, NOT ALL SHOWN) HEALTH AGENT APPROVAL DATE(508) 775-9700 PAG
REV.. 9/15/201.4 --LEACHING .AREA &ADD SEWER LINE
C 2014 BY R.J. CADILLAC E 1 OF 1