HomeMy WebLinkAboutEngineered Plan - 2010 - VOIDEDTOP OF
FOUNDATION
EL 16.74
4d" C. 0.
14.8 _ to grade
Raise covers to within 6" of
finish grade install risers as needed
FG 12.5
21' to remain TOP11.49
20' Proposed
13.82 2"MIN-3"MAX
INVERT EL 10.45 / N
Existing 10" �
INVERT EL
I
Bot EI 5.91
6" STONE BASE
S = 0.08
41'
Locus
Locus Map
N. TS.
(1 71)
FG 11.5
Proposed
D - Box DB5
2.0'
14" 10.25 -
INSTALL INV EL
GAS 9.41 B" Slf AW BASE
BAFFLE INV EL 9.24 L91
INV EL INV EL
Proposed (H-10)
1,500 Gal Septic Tank
Kit
Bib
Manda tory 5' Case Bdr
Openings prior to
BOH Septic Com pl ance
� Certifica to
LIv
Bdr
Lower Level Plan
N. T.S.
0I
21' 2 ® 7'
2®4'
ENCLOSED ENTRY
ET
Bth
BASEMENT
Bdr
Bdr
Ejector Pur
and Soil
Pipe
Int
Deck
�1
First Floor Plan
STANDARD NOTES
Install Obs Port a t middle of
its - r) THIS PLAN as FOR THE �e* /REPAIR OF A SEPTIC SYSTEM
,vast two outside un
baht 40 PVC Screw it to rade 2) ALL LNSTALLA77oN PROCEDURES AND MATERIALS SHALL CONFORM TO 310 CMR 15.000, THE STATE ENVIRONMENTAL CODE,
P g 77ME 5. AND THE TOWN OF YARMOUTH SUBSURFACE DISPOSAL RWULA770NS.
3) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE OF AVAILABLE PROPERTY DVFVRMA77ON KITH RWORDED DEEDS
FG 11.7 17 12 0 OR ZONING REGULATIONS.
' TOP =
4 ROWS OF SIX33
HIO INFILTRATER "QUICK 4 S"
Qui 'ti
p N
16 kd
(12" x 48" .x 34" W/EFFECTIVE INVERT OF 8'9
11.33 x 24.00
DESIGN DATA
Number of Bedrooms:
3
Garbage Grinder.
NO
Design Flow:
330
(VO Gal/BR/Day x Number o1 RM
Color
Septic Tank
1500g
(Vinimum - Design Flow x 2007)
(96
(Munsell)
Gal.
Leaching Area:
OEA
24 UNITS x 40"/12"/ft x 4.72SF/LF
IOYR4/3
t0YR5/1
-4*3 S.F. x 0.748/SF
9.7
4) 77HS PROPERTY IS SERVICED BY TOWN WATER
5) THERE ARE NO KNOWN WELLS WITHIN 100' OF THE PROPOSED SOIL ABSORPTION SYSTEM
2 5' 6) ALL COVERS OF SYSTEM COMPONENTS SHALL BE BROUGHT TO FTFA7N 6" OF FJMSHED GRADE
7) ALL SYSTEM COMPONENTS SHALL REMAIN ACCESSIBLE FVR INSPECTION. NO STRUCTURES SHALL BE LOCATED DIREL'7LY
UPON OR ABOVE THE COMPONENT ACCESS LOCA770M WHICH WOULD INTERFERE WUH THE PERFORMANCE, ACCESS; INSPR
PUMPING OR REPAIR
8" 12" 8) NO DRIVEWAY, PARKING OR TURNING ARt'A, OR OYH97? IMPERVIOUS AREA SHALL BE LOCATED ABOVE A SOIL ABSORP77ON
EFFECTIVE SYSTEM EXCEPT WHEN VENTING HAS BEEN PROVIDED.
SIDE WALL 9) SEPy7C TAAr)ir GREASE TRAPS. DOSING CHAMBERS AND DISTRIBUTION BOXES' SHALL BE PLACED ON A 6" STONE BASE
TO ENSURE STABILITY AND PREVENT SE77IJNG.
10) OUM DIS7RIBU770N LINES SHALL REMAIN LEVEL FOR A MINW M OF THE FIRST TWO FEET OF THEIR LENGTH
Il) ALL SYSTEM COMPONENTS SHALL BE CAPABLE OF WITHSTANDING H-10 LOADDVG UNLESS THEY ARE UNDER OR WITHIN 10'
OF DRIVEWAYS OR PARKING OR TURNING AREAS, DY WHICH CASE H-ZO COMPONENTS SHALL BE USED.
12) ALL BUILDING SEWER LINES SHALL HAVE AN INNER DIAMETER OF 4" AND SHALL BE CAST-IRON OR SCHEDULE 40 PVC.
8.50 13) THE DEPTH OF THE 2VP OF ALL SYSTEM COMPONEN75 SHALL NOT EXCEED 36" UNLESS VENTING HAS BEEN PROVIDED.
BOTTOM EL 14) DV THE AREAS OF EXCAVA770N, EXISTING GRADES SHALL BE REESTABLISHED UNLESS NOTED AS PROPOSED CONTOURS.
15) IF SONS ARE ENCOUNTERED DURING THE EXCAVA77ON OF THE SOIL ABSORP77ON SYSTEM, THAT DIFFER NOTABLY FROM
THE DEEP OBSERVA770N HOLE LOG, CONTACT EAS SURVEY, INC AND TOWN BOH BF.FVRE PROCEEDING.
Max Adj. Grd Water Elev 2.7 16) CONTRACTOR 7V VERIFY LOCATION OF ALL UNDERGROUND U=IBS PRIOR TO CONSTRUCTION
17) CHANGES OR REVISIONS yV SEP77C DESIGN REQUIRE NOTIFICATION
07 EAS SURVEY, INC AND TOWN BOX FOR REVIEW AND APPROVAL
18) CONMCTVR SHALL NOTIFY TOWN AND DESIGN ENGINEER AT LEAST
24 - 48 HOURS PRIOR TO INSPEC770N(S).
19) MAGNETIC TAPE 7V BE PLACED OVER ALL COMPONENTS ACCESS PODM-
.20.) ELEVA77ONS FROM YARMOUTH ENGINEERING GIS MAP, ASSUMED U,SGS/NGVD
DATUM BASE, BVTERSEC27ON OF CENTERLMWS) OF RUN POND
ROAD AND AHJW ROAD. ELEV - 9.1
335 GPD Provided - 330 GPD Required = 5 GPD Reserve
NOTE.- Abandon all three existing
C.P. cesspools per Title 5, pump
sand fill and crush
-'.�-------
a I14.4,) -
o �
$4 I (14.97) Gas Line 'II �ence`-
I
I
I
I.
I
I
I
(
(1 91)
1
I
� X14
I
1
(131 1)
1
I
--------�)----_----------_ o ____-
36.0' (15.0) Enclosed I I Proposed
Basement I 1 SAS ti
I I 4.57)- Entry 11
I 0 - -- - - ~ . LLQ nderground Electric
Conc (1'1 11
T O t �� I Patio TBM EI = 14.45 I I c, I O
L Cor Conc Pier 11'Proposed �0
8, 725- sq.(14.45 �b(
- I Bldg ,#148 I I , 111, 500 Gal � 1
x 1 1 1 Mai 1 TCF B16 74 I I patio
1/ I I
I I I Ent #148 I I 1((13.4) 1 i 1 S- Ta nk (y2.6) I
tJ._L I I J-! L\
I Inv out = 13.82 I Deck
To Remain I 21'4
I 1 41' Totrl Run 20' 1
00
I 1 I.
(pa ved ) ( I Existing section
t of Sch 40 1 V0, I Prop Clea'rJ I
a�
TYater Lime I I soil pipe tai I Out to gAJde ( (13.2) 1
1 ► remian I 1 w/screw ?dap C P. j
36.1 ' L I - - --(14. do)
(15.5) ---`- J Con Patio
00 (14.95) " (Pa ved)
- --- -- (Paved) 1
BGS 1 g) / Shed
OV - -149.63', (13.19)
p"4 Contractor responsible for pxivate
Dig Safe of underground electric location
NOTES:
Parcel not within Zone H Contribution
Owner of Record
Lambrini Varetimos
RPR Realty trust
4 Jannor Way
West Yarmouth, MA 02673
Deed Reference
D679975
Plan Reference
L. C. 14114 A2
Lot 82
FEMA Map
250015-6D
DEEP OBSERVATION
HOLE'LOG
Test Hole #1
(EL = 11.5 -E)
D g
tn�h
ft)
Horizon
Texture
Color
(USDA)
(Munsell)
0 - to"
OEA
FINE SAND
IOYR4/3
t0YR5/1
10" - 22"
9.7
B
LOAMY SAND
7.5YR6/6
22" - 72"
5.5
C1
MED SAND
IOYR6/6
72" - 132"
0.5
C2
MED SAND
2.5Y7/4
Deep Obs Hole Date: 5-19-10
Soil Evaluator. ED STONE
Witnessed By: AMI' VON HONE
Pere Rate: < 2 MIN/IN 0 54" SOTTO
Soil Survey Description: CARVER
Geologic Material: GLACIAL 0177TASH MORRAINN
Depth to Standing Water. 114" Mov - 2.0
Depth to Weeping Water. NA
Depth to Mottling(Color): NA
Est Seasonal High GW: ELEV 2.7
USGS Observation Well: MIW 29 INDEX G.7
Date of last_ Measurement: May 2010 Adj 0.7
- --
- �_�_a _ -
Comments: 1JAOKtrtiE': icci�-,.:...i., -- -- -
-H OF Mass
DAVID
D.
-I .JR. ASSESSORS MAP 34 PARCEL 10
J21
Pere Test
11. Obs Hole
11'
-Prop.
D- BOX
1
� I
I
I�
1
I
I
I
I
I
% �ZH OF
cy
EDWARD
A. �+
STONE N
Not. 28 8 a
�YsV1=� .Q=k
10
SI t%S'ep t.zC Plan
in
Yarmouth, MA
Located At
148 Run Pond Roa d
y South Yarmouth, MA 02664
Prepared For --�
RPR Realty Trust -
4 Jannor Iia
Ties t Yarmo &-h, 111 026 �
1.9 : ' ne 9 010
SCALE - 1 \DATE �u
PRE\PARED BY
EAS S R VE'Y, INC.
3-andwch,
``--�Rte 6A PO Box 17
` HA 02563Ph. X88843619 CELL 508-5 7-3600
AUG 3 0 2010
GRAPHIC SCALE HEALTH DEPT.
0 5 10 20 40
( IN FEET )
1 inch = 10 ft.
Dwg It