HomeMy WebLinkAboutEngineered Plans - 2014O
O
N
Permit valid for REPAIR OF SEP"TIC SYS'IEM
ONLY, due to State and Local septic variances.
Board of Health review and approval is required for
any future additions/renw.ations/aIterations to
sewage facilities and/or structureS/dwelling.
Yarmouth Health t)epartment
APPROVED
Date
TBM = EL. 40.0
BULKHEAD FOUNDATION
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:
— 310 CMR 15.405 (1) (B):
1) A 1 FT. VARIANCE FROM 310 CMR 15.211 TO ALLOW LEACHING
TO BE 9 FT FROM SLAB VS REQ'D 10 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 SERVICE.
8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING WORK.
10. EXISTING LEACH PITS TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 5.
REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5.
11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
AND IS NOT TO BE CONSIDERED A PROPERTY UNE SURVEY
13. NO KNOWN PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING
14. ALL PIPING TO BE 4" SCH 40 ® 1 /8"/Fr (UNLESS SPEC. )
15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW
FOR THE USE OF A GARBAGE GRINDER
16. NO WETLANDS WITHIN 150 FT. OF PROPOSED LEACHING
39.
39.9 5,
EXIST. 1,OOOG
SEPTIC TANK 39.5
39.6 n O O
r+COW
W
v lYE)
u D
LOT 82
9,56J± SF 1/
0.22± AC
WEST YARMOUTH
,o
LOCUS MAP
~moo LOCUS INFORMATION
PARCEL ID: MAP 049 PAR. 179
TITLE REF: 13243/179
O ��•►�j i
PROPERTY IS NOT WITHIN ZONE OF CONTRITBUTION
0
�zjai
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
35 FINCH LANE
WEST YARMOUTH, MA
PREPARED FOR
MARY T. VACARO
V
TH— I JUNE 2, 2014
7
v
OF MAs�q�ti
° o DARREN M.% s
MEYER,
No. 1140
39. S(F
BED BED uv
ROOM ROOM ROOM
JBED OOM BATH KIT
ROOM MEYER & SONS INC.
P.O. Box 981
SUN E. SANDWICH, MA 02537
ROOM
PH: (508) 360-3311
FAX: (774) 413-9468
meyerandsonsinc@gmail.com
SCALE: 1"=20' SHEET 1 OF 2 J##1540
LEGEND
—{—��
PROPOSED CONTOUR
9®
PROPOSED SPOT GRADE
--98--
EXISTING CONTOUR
+ 96.52
EXISTING SPOT GRADE
W—
EXISTING WATER SERVICE
TEST PIT
LOT 82
9,56J± SF 1/
0.22± AC
WEST YARMOUTH
,o
LOCUS MAP
~moo LOCUS INFORMATION
PARCEL ID: MAP 049 PAR. 179
TITLE REF: 13243/179
O ��•►�j i
PROPERTY IS NOT WITHIN ZONE OF CONTRITBUTION
0
�zjai
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
35 FINCH LANE
WEST YARMOUTH, MA
PREPARED FOR
MARY T. VACARO
V
TH— I JUNE 2, 2014
7
v
OF MAs�q�ti
° o DARREN M.% s
MEYER,
No. 1140
39. S(F
BED BED uv
ROOM ROOM ROOM
JBED OOM BATH KIT
ROOM MEYER & SONS INC.
P.O. Box 981
SUN E. SANDWICH, MA 02537
ROOM
PH: (508) 360-3311
FAX: (774) 413-9468
meyerandsonsinc@gmail.com
SCALE: 1"=20' SHEET 1 OF 2 J##1540
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS FINISH GRADE SHALL NOT BE < EL:36.51
FOR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S.
SEPTIC TANK
PROPOSED D-BOX PROPOSED S.A.S.
T.O.F. EL.=40.0 INSTALL RISERS & COVERS OVER INLET &
OUTLET AND SET TO 6' OF FINISH GRADE
INSTALL RISER & COVER INSTALL A 4" DIAMETER INSPECTION PORT OVER
SET TO 6" OF GRADE ONE CHAMBER (MIN.) AND SET TO 3" OF F.G.
14"
INSTALLED
F.G. EL.=39.5±
LENGTH
Of MgSs9�
" f F.G. EL.=39.50±
F.G. EL: 39.501 F.G. EL: 39.50(MAX.)
\��
9" MIN COVER/
9.45"
off-DARREN M, y
MEYER'
36" MAX COVER L = 15'
® S=19, (MIN.) EL. 37.84 19 S=1%
L = 10'(MAX) INSTALL TWO INSPECTION PORTS (MIN.)
12.37"
NO. 1140
= (MIN.)
4"SCH40 PVC 4"SCH40 PVC
0 S=1% (MIN.)
4"SCH40 PVC
`'
11 10"I
INV.=36.84 4B" crouiokINV.=36.59
10.75" TO
INVERT
INV.= 36.05
SANITAR�R�
l
LEVEL
COUPLER DETAIL'
'
PROPOSED
GAS BAFFLE1
f
D-BOX INV.=36.20 3 ROWS OF 6 UNITS 0 5'/UNIT + 1 COUPLERS 0 1.16'/UNIT = 31.16'/ROW
INV. =36.4
DB-3 SOIL ABSORPTION SYSTEM (PROFILE)
EXISTING 1.000 GALLON SEPTIC TANK
EXISTING SEWER OUTLET
RESTORE VEGETATIVE COVER
BACKFILL WITH CLEAN PERC SAND
TO TOP OF CHAMBERS
60"
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING
PIPE INVERTS PRIOR TO CONSTRUCTION
BREAKOUT=TOP E 36.51
2) 1SHALL BE SET LEVEL AND TRUE TO
V
INV. ELEV..== 36.05
GRADE ON A MECHANICALLY COMPACTED SIX
INCH CRUSHED STONE BASE, AS SPECIFIED IN
BOTTOM ELEV.= 35.18 ---- EXISTING SUITABLE
310 CMR 15.221(2)
2.88' MATERIAL
3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK
5' MIN. ABOVE BOTTOM OF
WITH 1500 GALLON SEPTIC TANK IF FAILED,
T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH = 3 x 2.88' = 8.64'
(6.43' PROVIDED) 36HC
DAMAGED, OR UNDERSIZED.
4) INSTALL INLET &OUTLET TEES W/
USE 3 ROWS OF 6-ADS ARC
ADJ. GROUNDWATER EL.=28.75 = UNITS - NO STONE W/ 1 COUPLERS
GAS BAFFLE AS REQUIRED
IN EACH ROW
SEPTIC
SYSTEM PROFILE TYPICAL SECTION
I •
N.T.S.
16"
N.T.S.
DESIGN CRITERIA
SOIL LOGS
DATE: MAY
SECTION INVERr
NUMBER OF BEDROOMS: 3 BEDROOM DESIGN
EN MEYER, E
S01� EVALUATOR: DARREN EY�CSE 1614
HEIGHT
END CAP
SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE:
<2 MIN/IN
WITNESS: AMY VONHONE, YARMOUTH HEALTH DEPT.
DAILY FLOW: 110 G.P.D/BR. DESIGN FLOW: 330 G.P.D.
TP-1
ADS - ARC 36HC CHAMBER
Elev. Depth
GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER)
39.5 0"
MODEL ARC 36HC
SEPTIC TANK: 330 gpd x 200% = 660 gpd USE EXIST. 1,000 GALLON SEPTIC TANK
FILL
LENGTH 63" NOTE:
UNIT CONFIGURATION AND AVAILABILITY SUBJECT
39.08 A 5"
SAND
EFFECTIVE LENGTH 60" TO CHANGE
WITHOUT NOTICE. PRODUCT DETAIL MAY
LOAMY
1OYR 3/1
DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F.
38.50 12"
SIDE WALL HEIGHT 10.75"
DISTRIBUTION BOX: 3 OUTLETS (MINIMUM)
B
LOQ SAND
OVERALL HEIGHT 16"
OVERALL WIDTH 34.5"
NOPUBO
PRIMARY S.A.S.
10YR 5/8
HLLIARD, OHIO 43026
USE 3 ROWS OF 6 - ADS ARCHC 3616 UNITS-NO STONE
36.75 C 33"
CAPACITY 10.7 CF
AND EXTENDED 1.16' Wj COUPLER IN EACH ROW
MEDIUM perc test O 35.5 M
80.0 GAL ADVANCED DRAINAGE SYSTEMS, INC.
SAND
PROPOSED SEPTIC
SYSTEM/SITE PLAN
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF CHAMBER)
2.5Y 6/4
35 FINCH LANE, WEST YARMOUTH, MA
(CHAMBERS: 6/ROW)18 UNITS x 5.0 LF x 4.80 SF/LF = 432.00 SF
28'75 129"
(COUPLER: 1 /ROW) 3 UNITS x 1.16 LF x 4.80 SF/LF = 16.70 SF
Prepared
for: Vacaro
TOTAL AREA = 448.70 SF
PERC RATE <Z MIN/IN. (*Cl" HORIZON)
NO GROUNDWATER OBSERVED
DESIGN FLOW PROVIDED: 0.74GPD/SF(448.70SF) = 332.03 GPD
> 330 GPD req'd
Design and Site Plan by:
SCALE
DRAWN
DATE:
Meyer& Sons, Inc.
NTS
D.M.M.
06/02/14
k 1, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017
PO BOX 981
REV. DATE:
CHECKED
SHEET N0.
to conduct soil evaluations and that the above analysis has been performed by me consistent with the
EAST SANDWICH, MA 02537
requirements of 310 CMR 15.017. 1 further certify that 1 have passed the Soil Eva]. Exam in October, 1999.
508-362-2922
D.M.M.
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