HomeMy WebLinkAboutEngineered Plan - 2018ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE.
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BENCH .MARK --TOP CORNER .OF
CO NC. BULKHEAD=21.00 ASSIGNED
19.74
� x 19,6
19-8� �\�(,, x 20
x19,7
'-7 290±S
BENCH MARK --TOP WOOD STAKE
SET FLUSH=20.51 ASSIGNED
N /F
FERRI
SLEEVE BURIED SEWER
LINE WITHIN 10' OF THE
BURIED. WATER. LINE, OR
ENCASE IN CONCRETE.
JOB NO. Y18-14
NOTES
NOT TO
Cote.dwg
SCALE
1.
LOCUS IS A.M. 30, PARCEL 357. FB33/69 S814/48
2.
ELEVATIONS SHOWN ARE ASSIGNED.
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3.
LOCUS IS IN FLOOD ZONE X(NO RISK) ON FIRM DATED JULY 16, 2014.
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4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
5
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN. 1.00', ARE ON.,: TOWN WATER.,
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
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7.
INLET TEE TO PROJECT DOWN 13% OUTLET TEE DOWN 14".
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8.
IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW
Silver Leaf Lane
D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
3
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3',. OR VENTING MUST BE PROVIDED.
COVERS: BUILD UP COVERS TO 6" BELOW GRADE- 1 ON D-BOX, 1 ON LEACHING
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2".WITH .2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
LOCATION
MAP
11.
IF _UNSUITABLE .SOILS, OR SOILS .DIFFERING FROM THE .SOIL .LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12,
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5.'. AROUND AND UNDER LEACHING
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
TEST HOLE
1
13.
PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED.SOIL, BLOCK,
AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
DEPTH (inches)
EL,E.V,.(feet)
f 14.
ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS
,
' 0
TEST HOLE DATE: September 6, 2018 9"
NO GRADE CHANGES PERFORMED 'BY: Ron Cadillac, Soil Evaluator
WITNESSED BY: Philip 'Renaud, Inspector P
ARE PROPOSED PERC .RATE:: <2'-00"/inch (B layer) a
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19 48 •62, iY
4 D0,60
DIRT / a4 x o.31
x 19.5
19A PARKING
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/ / o OJT x .9,84
20.00 \ c / ���oo� 19,5
19 2 0 20.3 / �`QD (3-`'Q ... �_� �20 97
i Q i7 20. t �� o �0
20.6 G \ >S - 20.
�r / 2 i' . • :.. ::
S 7>> G 16'-8" �,ry 20 1 : w ;.8 - MOVE SHED
211 A . �i i `. \ ash c
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Np
N /F _
KARPOUZIS :.. 21.5
'. 21,5
$DRM m" B..DRM: BUNK
HOUSE
LVRM
DNRM EXIST. FLOOR PLAN
KITCH NOT TO SCALE
LEGEND
TH 1
TEST. HOLE LOCATION, NUMBER
W
WATER LINE MARKINGS
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
G
-GAS LINE MARKINGS
x 9.5 x 8,7
EXISTING. &_- PROPOSED ELEVATIONS. ('X' MARKS POINT).
EXISTING CONTOUR
g----
PROPOSED CONTOUR
0
UTILITY POLE (IF SHOWN)
El
EXISTING DRAINAGE CATCH BASIN
x -
FENCE (IF SHOWN, NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
ro �, 900
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19.88 19,4
x 1 .7 N /F
Y- cd SHAUGHNESSY
? . of
.�� 19 oGoQ
SOIL SURVEY(1993): Carver coarse sand 28'"
GEOLOGIC MAP(1986): Harwich outwash plain -deposit30"
s
2 500 GAL. DRY WELLS C
Invert 19.61 Invert 17.95 H-20
Existing Proposed Invert 17.33
Use Gas Baffle
H-10 Top Units=18.1
/ "/ Proposed
S=1 1 4 ft 9" cover Top Stone=17.7
H-20 O.Filter .Cloth
Proposed S=1 /8",✓ft ,. 6" Max.
Invert 18.20 1500 Gal. S=1/8 /ft �1�/
= min.
' Proposed Septic Tank 1
T
invert 17.30
I Proposed \�l 5.3
I Invert 17.50 , Bottom
6" Stone or compact Proposed i 5•9
I , I , I I I I N I f
F-3 -t- 14 - 42' -+ I I 3--� Bottom TH1=9.4
t 1 1 t I I -I DESIGN DATA
BEDROOMS: 3
GARBAGE GRINDER:- - ---- - - -- - No -= -
--- - --' -LEACH-AREA _.:----_-__---
REQUIRED CAPACITY- 330 GPD
PROPOSED SEPTIC TANK: 1500 GAL. USE 2. DRY WELLS WITH 3'73" OF STONE..
LEACHING AREA: 451.5 SF ON THE ENDS AND APPROX. 4' STONE ON
THE `SIDES AND 2' DEEP TO MAKE A
BOTTOM-13' X 23.5'=305.5 S.F. " ,
SIDE-(13' + 23') 2 X 2' DEEP=146 S.F. 23, -6 BY 13 X- 2 LEACH AREA
DESIGN CAPACITY: 334 GPD
[(451.5 SF) X .74 GPD/SF]
0
o�0 Permit valid for REPAIR OF SEPTIC SYSTEM
OVERFLOW PIT ONLY; due.to State an{I Local septic variances.
REPORTED BY �•0-0 Board of Ilealth review .and approval is required for
OWNER WILL �o any fuhn-ei additions/reno%ations/aIterations to
HAVE TO. BE sewage fat lit ies and/or structuresldN%elli.ng.
REMOVED 19,73
Yarmouth Ilealth Ucpar•tnrennt
BENCH MARK --TOP WOOD STAKE. A �� � Y LI) � - CeAk
SET. FLUSH=19.88 ASSIGNED
hem
Name Date
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN OR1GW-AL RED STAMP AND .SIGNATURE.
M
Vd i
.HEALTH AGENT. APPROVAL DATE
MAXIMUM- FEASIBLE COMPLIANCE- APPROVALS REQUESTED:
1. VARY LEACH AREA TO PROPERTY LINE. BY 5' . (5'-3" PROVIDED).
VARY LEACHING TO CRAWL SPACE BY UP TO 8' (12' MIN. PROVIDED)
310 CMR 15.211 (1).
2. NO .RESERVE .AREA COULD BE PROVIDED. Z10 CMR 15.248.
SITE PLAN
FOR
PETER F. & CAROL A. COTE, TR-S.
LOT A, 64 LEWIS ROAD, W. YARMOUTH, MA
SEPTEMBER 12, 2018 SCALE: 1"=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
0=8 BY R.J. CADILLAC PAGE 1 OF 1
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19.5
17.7
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