HomeMy WebLinkAboutEnigneer Plan - 2021Permit valid for REPAIR OF SEPTIC SYSTEM
ONLY, due 14) State and l.ocni septicvariances.
_ Board of Health hr%iew and approNW Is required for
any future add Itiuns/renuv'atinuN.Iterations . to
Sewage facilities ampor structures/dot thing.
Yarmouth Ilcalth Dana' nncnl '....
APPROVED
Name I Date
LEGEND
- —: 67.--- .EXISTING CONTOUR
x 700.98 EXISTING SPOT GRADE.
OVERHEAD WIRES
— W— EXISTING WATER SERVICE
TEST PIT
:BENCHMARK
ITN. MA0267-
h
O
m LOCUS' MAP
CATCH BASING ?%
98.8 100.05
100.54 : EXISTING S.A.S(INFILTRATORS
TO BE REMOVED IF WITHIN 5 T.
98,93 "off F. OF PROPOSED S.A.S.-SEE NOTE 11
0
O
F
101.13
EXISTING SEPTIC 1.
7 TP ,y`f�FNr
TANK, E 10
TOP35.
OF
INV (OUT) 100.00± 99.54
101 1
3
ENCNMARK � � s39800� � �. I01:60 .
WOODED 103 0
COR./GARAGE APRON
EL.=102.79
x
-
p \ 03�
\
LAM R 1'�S 10175
+ ��.
/ 102 - / .
23.
N of
+ 02.66 ( 110
O`
Pq!
r' VENT
108.47
l02 6� GARAGE;
100.17
SLAB E[:%8t "`� PROPOSED S.A.S.
E 13' x 35' LEACH FIELD
� 3 � PORCH W/ 2 DISTRIBUTION LINES
101.79
M. 7 /
0 �' f 'J PARTIAL STRIPOUT
_-�" SEE NOTE 11
W
'a01.84 EXISTING
W 'HOUSE(#4)
e To.F=VAR/ESI / LOT 4 0
Q o
c
102.73 � t ' x1 �� 13,825±S.F.
•ti
Z
('�
10313.x
:0
10 .65
10420 105.40
3� W i / 1013.0 JOHN l .
x ...... H L Jif
�..\
I x 105:44 /V f n,� h0. 66
Yc ID .08 �`° 'pF
10
;7 x .107.07 i. t dgT
I
103.95
1F104 73 W (a prox.)
\ I0 5
SPKW107.60
:.
10512
103 68x x ,58 �: o
� N r
S 7840'17" E �\ Z
or
PETER T-
MCENTEE N
.�. CIVIL
. 35109
OWNER OF RECORD
3
NORTON, JOHNA -JR
r:
NORTON, WILLIAM
PLAN REVISION 12/13/21'
P.O. BOX 129
YARMOUTH PORT, MA 02675
REVISE & RELOCATE S.A.S. p/+
PARCEL ID: 106-88-
91nee�.
Surveyor:
50A°RAWN
J°B. N0
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
ngineering Works, Inc.
KEngineering, Inc.
2854 Cranberry. Hwy.
"=20'
P.T:M.
270-2t
4 FREEMAN ROAD, YARMOUTH 'PORT, MA
DATE - :CHECKED
10/2721
P:T. M.
SHEEP N0.
1 of 2
2. West Crossfield Road
orestdale, MA 02844
'
E.Wgreham, MA 02538
Prepored-for: Cape Bad Septic Services, 350 Main St., W. Yarmouth, MA 02673
508) 477-5313
(508) 273-0377
NOTE: TO PREVENT BREAKOUT, FINAL". GRADE
SHALL .NOT BE AT, OR. BELOW, EL.=99.83
- FOR A DISTANCE OF 15' FROM THE EDGE
SEPTIC TANK PROPOSED D-80OF THE PROPOSED S.A.S.
INSTALL RISERS "& COVERS' OVER INLET & INSTALL RISER & COVER'
OUTLET AND SET TO 6" OF FINISH GRADE SET'. T0. 6" OF: GRADE
PROPOSED SA.S
SLAB EL=102.81 INSTALL INSPECTION PORT OUTSIDE DRIVEWAY FOOTPRINT
F.G. EL=:103.6± F.G. EL.= 103.0±
F.G.. EL.=103.03 ao 104.03 MANIFOLD LINES.
MAINTAIN 2% GRADE MIN. OVER S.A.S.
... .., i,
4" 01 M. INSPECTION PORT,
L 39 L ®: e'(wx) +3' z 35' LEeCHING FIELD W/2-4" PERFORATED IN S:A.B.. SOLID
®. s_1% (MIN.) ®.S=t%.(MIN.) ABOVE S.AB WITH SCREW CAP
ET ITHI J f G
4"SCH40 PVC. 4"SC640 PVC
MANIFOLD LINES
"
to"
to 6 6"EFF.DEPTH
INV:=36.06 I SLOPE OF PERF. PIPE = 0.5% I INV, EL.-99.15(END)
EXISTING 487. UOUID
LEVELApp PROPOSED 35' EFFECTIVE LENGTH
INV.=99.60 INV.=99.43
GAS BAFFLE D BOX SOIL ABSORPTION SYSTEM (PROFILE)
.. ...... .. INV.=100.00 3OUTLETS
(VERIFY) INV.=99.33
EXISTING SEPTIC TANK
ESTABLISH VEGETATIVE COVER
FINISHOF
Ho
to -1.... 1./8"LAYER
t1 S ONE, OR,
NOTES: APPROVED
1) CONTRACTOR. SHALL VERIFY ALL EXISTING PIPE FILTER FABRIC
INVERTS, PRIOR TO INSTALLATION. BREAKOUT ELEV.=99.83
2) D -BOX SHALL BE SET LEVEL AND TRUE TO GRADE BOTTOM ELEV.=98.65 3/4"-1:1/2" DOUBLE
ON A MECHANICALLY COMPACTED STABLE BASE OR. WASHED E
3'5 8 3.5'
SIX INCH AGGREGATE BASE, AS SPECIFIED IN 310 5' MIN. SEPARATION TO G W.
CMR 15.221(2). AND 4' OF NATURALLY 13' EFFECTIVE WIDTH.
3) INSTALL INLET & OUTLET TEES AS REQUIRED. OCCURRING PERVIOUS SOILS SOIL ABSORPTION SYSTEM (SECTIONI
4)A GAS .BAFFLE SHALL BE INSTALLED ON. OUTLET TEE
AS MANUFACTURED BY TUF-TITE, 2ABEL OR EQUAL EST. HIGH G.W. EL 93.60
SEPTIC SYSTEM PROFILE
SOL LOCI
GENERAL NOTES:
1, ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
DATE: OCTOBER 21, 2021
SOIL EVALUATOR: PETER McENTEE SE#1542
2, ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
WITNESS. PHIL RENAUD HEALTH AGENT.
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
ELEV. 'TP- I DEPTH
LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW:
0'
-310 .CMR 15.405(1)(b): LOCAL UPGRADE APPROVAL
101.1 Ab
1) A 2' variance to depth of cover, for 5' of cover over S.A.S.
LOAMY SAND
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR999
IOYR 4/2 14"
:
TO INSPECTION AND. APPROVAL.. BY THE BOARD OF HEALTH AND THE
B
DESIGN ENGINEER.
` LOAMY SAND
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
10YR 5/6
FROM: THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
PERC
ENGINEER BEFORE CONSTRUCTION CONTINUES.
98.0 O 37"29"/37".
5. ALL. ELEVATIONS. BASED ON AN ASSUMED. DATUM.
6.. THE DESIGN' ENGINEER ISNOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
F -M. SAND
2.5Y 5/3
7. WATER SUPPLY PROVIDED BY. TOWN WATER SERVICE..
8. THERE ARE NO ABUTTING. WELLS WITHIN 100' OF THE PROPOSED S.A.S...
9. ALL AREAS CLEARED. FOR CONSTRUCTION SHALL BE RESTORED AS.
93:6 ADJ. GW' 90" REDOX
7.5YR 5/5 _
AGREED UPON BY: OWNER AND CONTRACTOR OR AS OTHERWISE
DIRECTED- BY THE APPROVING AUTHORITIES.
90.3 STDG. GW _ 130"
10. IT: SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
S94 140
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
PERC RATE G2 MIN/IN. "B" HORIZON
CONSTRUCTION.
STANDING GW AT 130", REDOX AT X90"
11. WHERE. REQUIRED, CONTRACTOR SHALL' REMOVE ALL UNSUITABLE SOILS
IN THE AND SIDESOF THE S. AND
REPLACE WIITTHBCLEANHSAND ASRSPECIFIED IN CMR 255(3),
12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
INSPECTED BY DESIGN ENGINEER. PRIOR TO BACKFILL
of
13.. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
pA�'E.y
NOT CONSIDERED TO BE A PROPERTY. LINE SURVEY.
F
14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC
SYSTEM COMPONENTS NOT SHOWN ON: THE PLAN.:
�3s
DESIGN CRITERIA
'..NUMBER OF BEDROOMS: 3 :.
\�
�1
SOIL TEXTURAL CLASS: CLASS (LOADING RATE=0.74 GPD/SF)
: h//1r�
DESIGN PERCOLATION RATE: <2'MIN/INy
2' N Hj
DAILY FLOW. 330 GPD
330 GPD.
/
J 46'( ��
DESIGN FLOW:
: ^M
GARBAGE GRINDER: NO -not allowed with design
' 38.2' `c
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF
GARAGE
_74 GPD/SF
5[.48 EG. -707,8/
EXISTING SEPTIC TANK: '1500 GALLON CAPACITY
PROPOSED D -BOX' 1 INLET, 3 OUTLET (MINIMUM), H-20 RATED
ECH ,y6.`b
PaR
I
INSTALL AN 13' x 35' LEACH FIELD
i --_ PROPOSED. S.A.S.
SIDEWALL AREA: NOT APPLICABLE '.
/EXISTING 13'x 35' LEACH FIELD
BOTTOM AREA:. 13' x 35' - 455 S.F.
i /-/Q(J$E� F¢�W/ 2 DISTRIBHTION LINES
TOTAL. AREA:....... '.......... ........455: S.F.
SEPTIC. LAYOUT .
LEACHING CAPACITY 0.74 GPD/SF x 455 SF: = 336.7 GPD
ngtnae
Survey.= _
SCALE
DRAWN
JOB. NO.
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
e:
nginling Works, Inc.
JC Engineering, Inc.
Hwy'
N.T.S.
P.T.M.
270-21
4 FREEMAN ROAD, YARMOUTH PORT, MA
DATE
10/27/21
CHECKED
SHEET NO.
2 of 2
2 West CrossSeld Rood
orestdale, MA 02644
2654 Cranberry
E.Wamham; MA 02538
Prepared for: Cape Cod Septic Services, 350 Main St.,. W. Yarmouth,MA 02673
506).477-5313
(506) 273-0377P.T.M.