HomeMy WebLinkAboutEngineered Plan - Rev. 2017L3
20.5" CLEANOUT LIDS (3) 6" DIA INLET _
0 0 "� •' � (6) 6" DIA OUTLET
9LID
1"g1•
6'-2" s' ot: 3" 1+ TAPER k
TOP VIEW SIDE SECTION VIEW
26" CLEANOUT DISTRIBUTION BOX
6 OUTLET
NOTES:
PLAN VIEW 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS.
2. CONSTRUCTION CONFORMS WITH DEP REGULATION
PLASTIC 310 CMR, SECTION 15.220.
PIPE SEAL- - PLASTIC
4" DIA IN T Cay -1 P E DSEAL
IA
Qr--�- -��OUTLET
LIQUID LEVEL
Li
ZABEL FILTER 5'-7"
4'-6k IN OUTLET TEE 52'
FLOOR PLAN (NOT TO SCALE)
I
on
oe
mom 48" DESIGN CALCULATIONS
(EFFECTI VE)
3 BEDROOM SYSTEM AT 110 G.P.D./BEDROOM =
330 GAL/DAY TOTAL FLOW
SECTION VIEW ti EXISTING FENCE
MONOLITHIC SEPTIC TANK PERCOLATION RATE=12 MIN/INCH
NOTES: 1500 GALLON
1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. INFILTRATOR QUICK4 PLUS LP CHAMBER GPD/SQ.FT. REQUIRED BY CODE = 0.56
2. CONSTRUCTION CONFORMS WITH DEP TITLE 5 KEGS,
(NOT TO SCALE) LEACHING AREA REQUIRED BY CODE
310 CMR, SECTION 15.226•
3. ALL REINFORCEMENT PER ASTM C1227-93. 330 GPD 0.56 GPD / / r O_
SQ.FT. = 589.3 SQ.FT. MAA E ELEV
4. NON -TRAFFIC LOADmmmmmm-w all
FE (N ATION - -
5. JOINTS SEALED WITH BUTYLE RESIN. AREA/LF PROVIDED BY INFILTRATOR QUICK4 PLUS LIP
CHAMBER = 4.73 SF IN A LEACH FIELD CONFIGURATION.
SEPTIC TANK & D -BOX SPECIFICATIONS AREA PROVIDED BY STANDARD END CAP=0.4X4.73=1.895F CAP
(NOT TO .SCALE) PROVIDE 30 CHAMBERS AT 4.0 LF/CHAMBER
SOIL LOGS PROVIDE 12 STANDARD END CAPS AT 1.89 SF/CAP,i
TOTAL LEACHING AREA PROVIDED=30x4x4.73+12x1.89=590.3SF M
WITNESSED BY: AMY VON HONE FOR YARMOUTH B.O.H. TOTAL GPD PROVIDED FOR = 0.56x590.3 = 330.6>1 330
SOILS EVALUATOR: CARMEN SHAY PROVIDE 1-1500 GALLON SEPTIC TANK
DATE: JULY 08, 2015 0
PROVIDE 1-6 OUTLET DISTRIBUTION BOX 0
TP No. 1 TP N o. 2 0
Grnd EI. 12.0 Grnd EI. 11.4 r-
N
n r% n 1 I I r%( t/ A rr- r'% • r% It 1 r\ r1 I r- \ 1 -I-
A Horizon
SANDY LOAM
B Horizon
SANDY LOAM
P
E C1
R FINE
C SILTY SAND
o
C2
MED. -COARSE
SAND
1L.0
18, 2017
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0
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E
2017
OF
1
36"
12
MPI
BOT. OF PERC
48"
6011
1OYR
67"
E
A Horizon
SANDY LOAM
B Horizon
SANDY LOAM
P
E C1
R FINE
C SILTY SAND
o
C2
MED. -COARSE
SAND
1L.0
18, 2017
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U
1OYR
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16"
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E
GROUNDWATER ADJUSTMENT REFERENCE WELL: MASHPEE
MIW-29, ZONE !A
w
0
28"
2.5Y
6/8
10YR
5/6 ?
FOR JULY 2015: WELL WATER READING = 8.81
54"
OBSERVED
WATER EL. 6.4
60"
2.5Y
7/4
ADJUSTMENT = 1.6'^-
5 n
Ra"
A Horizon
SANDY LOAM
B Horizon
SANDY LOAM
C1
FINE
SILTY SAND
7-
C2
MED. -COARSE
SAND
11.4
18, 2017
UKUUINUWA I LK AUJUJ I MtIN
REV: FEBRUARY
17, 2017
REV: MARCH 8,
2017
OF
1
1OYR
3/2
` LLQ
GROUNDWATER ADJUSTMENT REFERENCE WELL: MASHPEE
MIW-29, ZONE !A
w
0
10YR
5/6 ?
FOR JULY 2015: WELL WATER READING = 8.81
0
4• w
ADJUSTMENT = 1.6'^-
ADJUSTED GROUNDEWATER ELEVATION ._
6.4+1.6 = 8.O
0
2 -BEDROOM
�-
25Y
6/8 p
/
WOOD FRAME.
o
3:
DWELLING
)1Q0
VARIANCES REQUIRED
OBSERVED WATER EL. 6.4
TOP/FN D= 15.6
'1 V)
2.5Y
7/4
VARIANCE TO 20' SETBACK FROM SAS TO FOUNDATION WALL
REQUIRED UNDER
w
p�
(NO BASEMENT)
` l
'
'
SECTION 15.211 OF TITLE 5. PROPOSED DISTANCE FROM SAS
TO FOUNDATION, IS 17.8
5a:
AND IS REQUESTED UNDER PROVISIONS FOR "MAXIMUM FEASIBLE COMPLIANCE" INS
TITLE 5 SECTIONS 15.404 AND 15.405
44
�
Depth Elevation Depth Elevation VARIANCE TO 100' SETBACK FROM SAS TO WETLANDS REQUIRED' UNDER SECTION 3.7 (10 PROP 15000A 1
TOWN OF YARMOUTH LOCAL BYLAWS. PROPOSED DISTANCE TO WETLANDS IS '88' z SEPTIC TANK
ADJUST OBSRVED WATER ELEVATION BY +1.5'
ADJUSTED WATER TABLE 0 ELEVATION 7.9 U1�
PROPOSED D -BOX h EXISTING SEPTIC TANK
to I y :� :• I_' t�h '' (TO BE REMOVED)
NA=--_-�` SAND FILL
f- a EXISTING DIST. BOX---'ri� n F i
IL ILL BETWEEN, : ,• •�
CHAMBERS (TYPICAL) INFILTRATOR QUICK4 PLUS LP CH MBER (TYP.) -
s
' ( ) rn (TO BE REMOVED) - s
5 TMP• TOPSO W ATTACH CAP OR THREADED u' I
TOP OF INn TRATOR CHAMBER EL.=12.67 NATIVE solL °- CLEANOUT ASSEMBLY`
11. 18.2 POLYETHYLENE BARRIER
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INSPECTION PORT DETAIL `�'t }� z
CROSS-SECTIONS �'�•�� t� 12
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vz
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STANDARD END CAPS AT END OF FIELD (TYP.) .�J
C; > 0 IN OUTLET TEE v r�
l
~z Z z o o STANDARD END CAPS AT BEGINNING OF FIELD (TYP.)
Ln O FZ ADJUST TANK COVERS TO °� °j > TOPSOIL
= v vi WITHIN 6" OF FINISH GRADE � o i NATIVE SOIL FINISH GRADE +
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S TH SEALED j •.': ` t•• •`
'!. : • ''iii
CRA P •�
WL SPACE •', �'n•
a' �: .� � 'i'• . r :v: • •: is '•1� . >'.' S TYP.
.�' ' T0�'• OF INFILTRATOR• • UICK4+KLUB LP'EL. 12.67'r'. r.. a}
a.' 4i a •.: L .., • i � •'i • • f.:.•-, .G . 3 : � �! i•\ � . i ��:!'•. t .•, V11.3 -
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11.2
•
1500 GALLON
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Stisrl:nSEPTICTANK Permi valid %r REPAIR FSECBOTTOINFILTRATORCHAMBERS EL
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••••` t and Local s
•• >•
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REMOVE EXISTING SOIL TO 1 t ABOVE TOP OF"Cl*HORIZON TO BEYOND'+,
>' i.
sY
:•r ; t` I i required I or
dairy va s
•:. ..�.. d oi' Ilealth rev
iew an o
' •r
• •.» 'INE PERIMET R OF THE A F R• A ...
L
I I.
E LE OH IELD AND EPLAC 'WITH CLE NSAND': - - `. �'•
:i
�.• 'tia /r'e i t
.. future dd( ns
.. u ( a
...... `••ir � +tea::' �'i
(�' n f
BEIYI�HM% Vwag^faeilitiesant orsfructurfs%divflling.
6" CRUSHED STONE BASE Si' ELOBOTTOM/BARRIER=10.7 �/, , M,^ Q RK.
UNDER SEPTIC TANK AND DIST. BOX V� '`'� L
a AT. �i Yarmouth Health Ucpartmcitt
CENTERLINE F � A "�'R0N,
0 1 5
ADJUSTED WATER TABLE ELEVATION a 8.0 f, t : P A:VEM EN 1"
SCHEMATIC FLOW PROFILE :.
t� ELEVATIQN=q : , �79?
(NOT TO SCALE) 0 1 1 .3 0 N AVD
1)afe
THIS
LOT
CIRCUIT ROAD NORTH
U
OrO oQ
o � Q
U U W
U w
pC m
Ow
3
Rq y
RpgO
LOCUS
SCALE: 1 "= 200'
GENERAL NOTES-.-
LOT
OTES:LOT DATA:
YARMOUTH ASSESSORS: MAP 48, PARCEL 16
LOT AREA 10,325 SFf
THE PROPOSED STRUCTURE UES WITHIN ZONE X,
AREA OF 0.2% ANNUAL CHANCE FLOODPLAIN
AS SHOWN ON THE F.I.R.M FOR THE TOWN OF
YARMOUTH, COMMUNITY PANEL NO. 25001CO586J
EFFECTIVE DATE JULY 16, 2014
NOTES:
ALL INSTALLATIONS MUST CONFORM TO
THE REQUIREMENTS OF TITLE 5 AND THE
BYLAWS OF THE TOWN OF YARMOUTH
SYSTEM INSTALLER MUST BE TRAINED
AND CERTIFIED BY INFILTRATOR SYSTEMS, INC.
THE EXCAVATION IS TO BE INSPECTED BY THE
BOARD OF HEALTH AND THE DESIGN ENGINEER
PRIOR TO PLACEMENT OF SAND FILL
AREA IS SERVED BY TOWN WATER
ELEVATIONS BASED ON NAVD-88
NO GARBAGE GRINDER ALLOWED WITH THIS DESIGN
MECHANICALLY COMPACT GROUND BENEATH
SEPTIC TANK & D. BOX OR USE 6" STONE BEDS,
EFFLUENT FILTER TO BE INSTALLED AT TANK
(TITLE FIVE REVISION SECTION 15.227 (4))
THE FIRST 2' OF PIPE EXITING THE
DISTRUBUTION BOX SHALL BE LEVEL
MAGNETIC MARKING TAPE IS TO BE INSTALLED OVER
THE CORNERS OF THE SOIL ABSORP11ON SYSTEM ANTI
OVER THE SEP11C TANK AND DISTRIBUTION BOX
BENCHMA..RK• Ic SHE - TOP OF THE NAIL AT - THE
CENTERLINE OF PAVEMENT AS SHOWN ON ;PLAN
WETLANDS DELINEATED ON MARCH 07, 2017 BY
D. MICHAEL BALL OF MARSH MATTERS ENVIRONMENTAL,
PO BOX 554, FORESTDALE MA (978) 434-1228
LEGEND:
-14, _�, EXISTING CONTOUR
11.2 EXISTING SPOT GRADE
2 PROPOSED CONTOUR
G G EXISTING GAS SERVICE
W W EXISTING WATER SERVICE
OWNER: RECEIVED
MLC HOMES, LLC MAR: 0 9 2017
31 EUCLIDS WAY '
PLYMOUTH, MA 02360
(508) 360-5857 HEALTH DEPT.
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E`DWARD Y! EISENHAURE, PE, PLS
5 CODMAN ROAD
HINGHAM, MA 02043
(617) 594-7932
weisenhoure®hotmaii.com
\Am
15 CIRCUIT ROAD NORTH
YARMOUTH. MA..
Date:
JANUARY
18, 2017
Sheet z
1
REV: FEBRUARY
17, 2017
REV: MARCH 8,
2017
OF
1
Scale: 1 to _ 10'
t�.