HomeMy WebLinkAboutEngineered Plans - Rev. 2015LOT COVERAGE:
DWELLING: 2560.48 SQ. FT.
LOT SIZE: 16,002 SQ. FT.
COVERAGE: 2,560.48/16,002 = 16%
MAP 65
WNm
Health Department PCL. 17
N PROVED
Date
MAP 65 ------- ---�
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STOCKADE FENCE
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MAP 65
PCL. 21
i
TP -2 TP -1
i
PROP.
2 F3R
1 �wELLING
GARAGE 1
TOF �102.5�
1
\ - C7
O
00 0
� RESER��
TELE RISER
UTILITY POLE #873/2 0
-qD-
CATCH BASIN
LEGEND
–{] --f- PROPOSED CONTOUR
I ® PROPOSED SPOT GRADE
EXISTING CONTOUR
�i + 96.52 EXISTING SPOT GRADE
W— PROPOSED WATER SERVICE
t9 TEST PIT
MAP 65
PCL. 16
SINGULAIR SESI 600 GPD
DENITRIFICATION WASTEWATER
TREATMENT SYSTEM
MODEL 960 CONCRETE, DN
04
07
O
J
30. T15 MAP 65
o PCL. 23
o
1 0 1-3' `n
10'�
J J03
\. TBM HYDRANT TAG
\ BOLT ELEV.= 102.9'
\ UTILITY POLE #873
W 134.94
PA '
EIJGE OF
00
P k,TH
1101 * (HIGHPOINT OF ROAD LAYOUT)
5 FT STRIPOUT MAY
BE REQUIRED (SEE NOTE 13)
SCALE: 1" = 20'
WEST YARMOUTH
MICHELLE'S PATH
v
DANA'S PATH o
c
i
JILLS PATH o
LOCUS
56 JILL'S PATH
LOCUS MAP
LOCUS INFORMATION
PLAN REF: BK 240 PG 021 WIND EXPOSURE: B
TITLE REF: BK 19626 PG 226
PARCEL ID: MAP: 065 LOT: 022
ZONING SETBACKS: F:30', S:20', R:20'
FLOOD ZONE: "X" OTHER AREAS
COMMUNITY PANEL: 25001C -0586-J DATED:07/16/14
SITE AND SEPTIC
PLAN
LOCATED AT:
56 JILL'S PATH
WEST YARMOUTH, MA
PREPARED FOR
MATT HOMER
REVISED: NOVEMBER 24, 2015
a�M ofassq OF Mgss
JOHN
Z. o� D R M ,
DEMAREST, JR.
No. 36859.
m
MEYER & SONS INC.
P.O. Box 981
E. SANDWICH, MA 02537
PH. (508)360-3311
fax (774)413-9468
meyerandsonstitle5@gmail.com
www.meyerandsons.com
SHEET 1 OF 2 J#1475
NOTE: MAGNETIC'TAPE TO BE PLACED OVER ALL COVERS
F.G. EL: 101.0
F.G. EL: 101.0
EAIE'rIC
-4" MAINTAIN 2% MIN SLOPE OVER LEACHING AREA
4• EFFLUENT
]t 2" OF 3/8" DOUBLE WASHED
LINE H P STONE OR FILTER FABRIC
1'
L: 99.55
RE -CIRCULATION
BASIN (SEE DETAIL)
F7NA1.
CIARIRCATION
,,... CHA A LER
SINGULAR SES1600 GPD DENITRIFICATION WASTEWATER
TREATMENT SYSTEM MODEL 960 CONCRETE, DN
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING
PIPE INVERTS PRIOR TO CONSTRUCTION.
2) SEPTIC TANK AND D -BOX SHALL BE SET LEVEL
AND TRUE TO GRADE ON A MECHANICALLY
COMPACTED SIX INCH CRUSHED STONE BASE
AS SPECIFIED IN 310 CMR 15.221(2).
3) INSTALL INLET & OUTLET TEES AS REQUIRED.
GENERAL NOTES:
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS. EXCEPT AS NOTED BELOW:
- VARIANCE FROM YARMOUTH BOARD OF HEALTH REG.
0.5 FT VARIANCE, FOUNDATION HEIGHT 1.5 FT ABOVE HIGH
POINT OF ROAD, VS REQUIRED 2.0 FT.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. WATER SUPPLY PROVIDED BY TOWN WATER.
8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
9. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
10. ALL PIPING TO BE 4" SCH 40 ® 1/8"/FT (UNLESS SPECIFIED)
11. IT IS THE RESPONSIBILITY OF THE OWNER/INSTALLER TO ENSURE
FULL COMPLIANCE WITH THE REQUIREMENTS SET FORTH REGARDING
THE USE OF A DE -NITRIFICATION SYSTEM (i.e., 0&M agreement,
deed restrictions, testing standards and frequency, etc.)
12. A TWO (2) BEDROOM DEED RESTRICTION IS REQUIRED.
13. A 5 FT SOIL REMOVAL AROUND ENTIRE LEACHING TO TOP OF MEDIUM
SAND LAYER MAY BE REQUIRED, REPLACE W/CLEAN MED. SAND
0 B 4" SCH 40 PVC
s" Q S= 1% (MIN.)
INV.99.05 2 OF. DEPTH
INV.98.85
PROPOSED DB -3
DISTRIBUTION BOX
TOP CONC. ELEV.= 99.30
INV. ELEV.= 98.30 -
INV. ELEV.= 98.30
11
1010®
wammaa®
®®10®®®®
®®®®- O ®®1010
1010®®®®®®®®®
®®®®®®®®®®®
®®®®®®®®®®®
4'/ 1 2 X 8.5'
3/4" - 1 -1/2 -
DOUBLE WASHED STONE
4'
/ EFFECTIVE LENGTH = 25.0' 1
BREAKOUT
ELEV.= 99.30
BOTTOM EL.= 96.30
3.75' 5 FT. 3.75'
SEPARATION 5.00 FT. FEFFECTIVE WIDTH = 12.5'
BOTTOM OF TESTHOLE EL: 91.30 _ SOIL ABSORPTION SYSTEM (SECTION)
(500 GALLON LEACH CHAMBER)
DESIGN CRITERIA
SOIL LOGS
PROVIDE RISERS COVERS OVER ALL
ELEV. TOP
COMPONENTS AND SET TO FINISH GRADE
FOUNDATION
Elev.
TP -1
(Proposed)
TP -2
FOR SPECIFIC DETAILS -SEE SHEET 3
= 102.50
F.G.EL:
101.50 F.G.EL: 101.50
REMOVABLE
INSPECTION COVER
•A
GUWR
WITH CAST-INHANDLE
HANDLE
/.r2n
PROP. OUTLET:
a• ,
SOIL EVALUATOR: DARREN M. MEYER, RS. CSE 1614
EL: 100.0
*
'
PROV. RUBBE
:°
V-0-
BOOT
a'
S' -D-
12" 100.93
a EL: 99.80
8"
A'
B
.4
B
LOAMY SAND
6" CRUSHED
9'-3„
10YR 6/6
STONE(TYP.)
Pte-
10YR 5/5
C>
AERATION
CHAMBER
NOTE: MAGNETIC'TAPE TO BE PLACED OVER ALL COVERS
F.G. EL: 101.0
F.G. EL: 101.0
EAIE'rIC
-4" MAINTAIN 2% MIN SLOPE OVER LEACHING AREA
4• EFFLUENT
]t 2" OF 3/8" DOUBLE WASHED
LINE H P STONE OR FILTER FABRIC
1'
L: 99.55
RE -CIRCULATION
BASIN (SEE DETAIL)
F7NA1.
CIARIRCATION
,,... CHA A LER
SINGULAR SES1600 GPD DENITRIFICATION WASTEWATER
TREATMENT SYSTEM MODEL 960 CONCRETE, DN
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING
PIPE INVERTS PRIOR TO CONSTRUCTION.
2) SEPTIC TANK AND D -BOX SHALL BE SET LEVEL
AND TRUE TO GRADE ON A MECHANICALLY
COMPACTED SIX INCH CRUSHED STONE BASE
AS SPECIFIED IN 310 CMR 15.221(2).
3) INSTALL INLET & OUTLET TEES AS REQUIRED.
GENERAL NOTES:
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS. EXCEPT AS NOTED BELOW:
- VARIANCE FROM YARMOUTH BOARD OF HEALTH REG.
0.5 FT VARIANCE, FOUNDATION HEIGHT 1.5 FT ABOVE HIGH
POINT OF ROAD, VS REQUIRED 2.0 FT.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. WATER SUPPLY PROVIDED BY TOWN WATER.
8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
9. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
10. ALL PIPING TO BE 4" SCH 40 ® 1/8"/FT (UNLESS SPECIFIED)
11. IT IS THE RESPONSIBILITY OF THE OWNER/INSTALLER TO ENSURE
FULL COMPLIANCE WITH THE REQUIREMENTS SET FORTH REGARDING
THE USE OF A DE -NITRIFICATION SYSTEM (i.e., 0&M agreement,
deed restrictions, testing standards and frequency, etc.)
12. A TWO (2) BEDROOM DEED RESTRICTION IS REQUIRED.
13. A 5 FT SOIL REMOVAL AROUND ENTIRE LEACHING TO TOP OF MEDIUM
SAND LAYER MAY BE REQUIRED, REPLACE W/CLEAN MED. SAND
0 B 4" SCH 40 PVC
s" Q S= 1% (MIN.)
INV.99.05 2 OF. DEPTH
INV.98.85
PROPOSED DB -3
DISTRIBUTION BOX
TOP CONC. ELEV.= 99.30
INV. ELEV.= 98.30 -
INV. ELEV.= 98.30
11
1010®
wammaa®
®®10®®®®
®®®®- O ®®1010
1010®®®®®®®®®
®®®®®®®®®®®
®®®®®®®®®®®
4'/ 1 2 X 8.5'
3/4" - 1 -1/2 -
DOUBLE WASHED STONE
4'
/ EFFECTIVE LENGTH = 25.0' 1
BREAKOUT
ELEV.= 99.30
BOTTOM EL.= 96.30
3.75' 5 FT. 3.75'
SEPARATION 5.00 FT. FEFFECTIVE WIDTH = 12.5'
BOTTOM OF TESTHOLE EL: 91.30 _ SOIL ABSORPTION SYSTEM (SECTION)
(500 GALLON LEACH CHAMBER)
DESIGN CRITERIA
SOIL LOGS
Elev.
TP -1
Depth Elev.
TP -2
Depth
DATE: APRIL 15, 2015
102.30
A
0" 101.60
p`
-
0"
SOIL EVALUATOR: DARREN M. MEYER, RS. CSE 1614
LOAMY /
10YR 4/1 1
LOAMY SAND
tOYR 5/3
WITNESS: AMY VONHONE, YARMOUTH HEALTH
101.30
12" 100.93
8"
B
LOAMY SAND
B
LOAMY SAND
10YR 6/6
10YR 5/5
98.30
C
48" 98.93
C1
32"
SANDY LOAM
MEDIUM SAND
97.27/95.60
IOYR 5/6
52"/72"
2.5Y 7 4
C2
MEDIUM SAND
2.5Y 6/4
91.30
132" 91.60
120"
PERC RATE <2 MIN/IN. ("C" HORIZON)
NO
GROUNDWATER OBSERVED.
• I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017
to conduct soil evaluations and that the above analysis has been performed by me consistent with the
requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil EveL Exam in October, 1999.
DESIGN CRITERIA
N OF M�Ss9�y
D/�RREN MI �,
NUMBER OF BEDROOMS: PROP. 2 BEDROOM DWELLING
SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: <2 MIN/IN
GARBAGE GRINDER: NO DAILY FLOW: 110 G.P.D./BR
DESIGN FLOW: 2 X 11OGPD = 220 G.P.D. (MIN REQ'D)
ALLOWABLE FLOW: SINGULAR (660GPD/40,000 SF) = 6667 SF/110 GPD
110GPD/6667SF X 16,002SF(ON LOT) = 264 GPD ALLOWED ON LOT
PROPOSED SEPTIC TANK: 220 GPD X 2.0 = 440 GPD
USE SINGULAIR SESI600 GPD DENITRIFICATION WASTEWATER
TREATMENT SYSTEM MODEL 960 CONCRETE, DN
***USE UNDER MADEP PROVISIONAL USE APPROVAL ***
LEACHING AREA REQUIRED: (220) /0.74 = 297.29 S.F.
USE 2-50OG PRECAST LEACHING CHAMBER WITH 4' STONE
ON ENDS AND 3.75' STONE ON SIDES i25'Lx12.5'Wx2V
BOTTOM AREA: 25 x 12.5 = 312.50 SF
SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF
TOTAL SQUARE FEET PROVIDED = 462.50 vs. 297.29 REQ'D
DESIGN FLOW PROVIDED: 0.74(462.5 S.F.) = 342.3 G.P.D. vs. 220 G.P.D. req'd
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
56 JILL'S PATH, WEST YARMOUTH, MA
Prepared for: Homer
System Design and Site Plan by: SCALE DRAWN DATE:
MEYER& SONS, INC. N.T.S. DMM 11/09/15
PO BOX 981 REV. DATE: CHECKED SHEET NO.
EAST SANDWICH, Ma o2537
508.-3622922 11/24/15 DMM 2 of 3
ALTERNATE I N LET
LOCATION
4" DIAMETER
INLET LINE
REMOVABLE
INSPECTION COVER
WITH CAST -IN-PLACE
HANDLE
UNDERGROUND POWER SUPPLY
TO AERATOR AND RE -CIRCULATION
PUMP
II 1 II
I I �
AERATOR -1 L
1
PLAN VIEW
REMOVABLE _\
INSPECTION COVER SINGULAIR
WITH CAST -IN-PLACE AERATOR
HANDLE
�- 0 18'
0
4" INLET AND OUTLET
INTEGRATED PIPE
GASKET CONNECTIONS -T _
WITH STAINLESS t � -
STEEL RETRACTABLE , »
CLAMPS -0
CONTRACTOR TO
INSTALL 4" SDR
35 PVC TEE
9,_3„ -
PRE-TREATMENT EXTENDED
CHAMBER AERATION SECTION A -A
CHAMBER
BIO -KINETIC
SYSTEM
1" PVC
RE -CIRCULATION PIPE
TO PRETREATMENT
CHAMBER
UL LISTED WEATHERPROOF
11 OV ELECTRICAL
ENCLOSURE
POLY-LOK BASIN
24"X36" BASIN OR
APPROVED EQUAL
A
4" DIAMETER
EFFLUENT
LINE
1" PVC
RE -CIRCULATION
PIPE
BIO -KINETIC
SYSTEM
1'-4"
4" DIAMETER
I LET AND TEE
ABS ROPUSTA 100 W/
TSR -CIRCULATION
PUMP OR APPROVED
EQUAL
CONCRETE
ANTI FLOATATION
I
COLLAR ,AS NEEDED
BY DESIGN
POLY-LOK BASIN
24"X36" BASIN OR
APPROVED EQUAL
GENERAL NOTES
1. THE SINGULAIR MODEL 960 IS
SOLD AND SERVICED EXCLUSIVELY
4" DIAMETER BY SIEGMUND ENVIRONMENTAL
OUTLET SERVICES INC., 49 PAVILION AVE,
PROVIDENCE RI 02905
-..- 2. SEE ATTACHED FOR
ANTI -FLOTATION CALCULATIONS
4, RI DEM & MA DEP MAY REQUIRE
SESI TO REVIEW THE PLANS
PRIOR TO SUBMISSION. SES WILL
REVIEW PLANS ONLY FOR
; CONFORMITY WITH GENERAL
LAYOUT AND DIMENSIONS AND
NOT FOR APPLICABILITY OF USE
RE -CIRCULATION BASIN DETAIL
BIO-KINETIC®SYSTEM
MOUNTING RISER AND
COVER
4" DIAMETER
EFFLUENT'.
LINE
RE -CIRCULATION
BASIN (SEE DETAIL)
`-FINAL
CLARIFICATION
BIO -STATIC CHAMBER
SLUDGE
RETURN
5. THE SINGULAIR MODEL 960 MAY
BE LOCATED UNDER A PARKING
LOT OR DRIVEWAY IF
MODIFICATIONS ARE MADE TO THE
DESIGN. SEE SES DRAWING FOR
H-20 LOADING DESIGN
6. ALL SINGULAIR MODEL 960 RISER
COVERS MUST BE ACCESSIBLE AT
DEPTH OF GRADE FOR SERVICE &
FILL 1'-2' INSPECTION
7. CONCRETE TANK MEETS ASTM
STANDARD SPECIFICATION FOR
PRECAST CONCRETE SEPTIC
TANKS C-1227-09,
51- 6" ---�
OUTLET END VIEW
1Ar-1
�-"--