HomeMy WebLinkAboutEngineered Plans - 2013FIRST FLOOR
c �� 1
/53.0 T13M = EL. 53.3
DOOR SILL
BASEMENT
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.
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 DIFFERI G
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DEIGN
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 BEGINNING
CONSTRUCTION.
10. EXISTING CESSPOOL TO BE PUMPED, CRUSHED AND FILLED PER TITLE V.
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 PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING
14. ALL PIPING TO BE 4" SCH 40 ® 1/8"/FT (UNLESS SPEC. OTHERWISE)
15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW
FOR THE USE OF A GARBAGE GRINDER
16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING
0
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52. 2
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REQUIREMENTS
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W
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�R.
LEGEND
PROPOSED CONTOUR
® PROPOSED SPOT GRADE
-- gg -- EXISTING CONTOUR
+ 96.52 EXISTING SPOT GRADE
W— EXISTING WATER SERVICE
TEST PIT
�S 'P
00 0�
EXIST. CESSPOOL
51 1 (NOTE 10)
YARMOUTHPORT
DD
- II77
FEB 272013
\ LOCUS
349 MAYFAIR RD.
LOCUS MAP
LOCUS INFORMATION
TITLE REF: SK 20539/PG 341
PARCEL ID: MAP 137 PAR. 058
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
349 MAYFAIR ROAD
YARMOUTHPORT, MA
PREPARED FOR
DEDECKO
FEBRUARY 8, 2013
t)F
PROP. 1 , 500 GAL
SEPTIC TANK }. .
Yarmouth Health Department
Date
SCALE: 1"=20'
No. 1140
'PFG/STEL
SgNiTAR\a'
MEYER & SONS, INC.
P.O. BOX 981
EAST SANDWICH, MA. 025371
(508)362-2922
SHEET 1 OF 2
387
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS
FINISH GRADE SHALL NOT BE < EL:29.11
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.=60.0 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL A 4" DIAMETER INSPECTION PORT OVER
14"
OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE ONE
F.G. EL.=52.8±
CHAMBER (MIN.) AND SET TO 3" OF F.G.
LETNGT DD
OF MAS`19
F.G. EL.=51.5± F.G. EL:51.3±
F.G. EL: 51.2(MAX.)
f
9.45"
����
ys
DARREN M.
L = 10'1 ' 9" MIN COVER/ ! -
36" MAX COVER L - 10' L = 10' MAX
® S=1 % (MIN.) 0 S=1 % (MIN.) 0 S=1 %((MIN)
INSTALL TWO INSPECTION PORTS MIN.
(MIN.)
1237'
1
l I0. 0 `�
4"SCH40 PVC w 4"SCH40 PVC 4"SCH40 PVC
10" 14" s" 10.75" TO
.�
Sq \P�
NiTAR
INV.= 49.75 4a" LIQUID INVERT
LEVEL INV.=49.50 INV.= 48.0
COUPLER DETAIL
1I4
PROPOSED
GAS BAFFLE D-BOX 3 ROWS
OF 6 UNITS ® 5'/UNIT + 1 COUPLERS 0 1.16'/UNIT = 31.16'/ROW
.. ......... ...... ,..
INV.=49.0 DB-348.80
_SOIL ABSORPTION SYSTEM (PROFILE)
EXISTING 1.000 GALLON SEPTIC TANK
EXISTING OUTLET
RESTORE VEGETATIVE COVER
INV.= 50.0
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING
BACKFILL WITH CLEAN PERC SAND
TO TOP OF CHAMBERS
60"
PIPE INVERTS PRIOR TO CONSTRUCTION
.
2) D-BOX SHALL BE SET LEVEL AND TRUE TO
BREAKOUT=TOP ELEV
GRADE ON A MECHANICALLY COMPACTED SIX .=48.46
... • : <•
INCH CRUSHED STONE BASE, AS SPECIFIED IN INV. ELEV.= 48.00
310 CMR 15.221(2) BOTTOM ELEV.= 47.13
EXISTING SUITABLE
3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK
2.88' i MATERIAL
WITH 1500 GALLON SEPTIC TANK IF FAILED, 5' MIN. ABOVE BOTTOM OF
DAMAGED, OR UNDERSIZED. T.P. EXCAVATION OR G.W.
EFFECTIVE WIDTH = 3 x 2.88' = 8.64'
4) INSTALL INLET & OUTLET TEES W/ (6.13' PROVIDED)
USE 3 ROWS OF 6-ADS ARC 36HC
GAS BAFFLE AS REQUIRED BOTTOM OF TESTHOLE EL.=41.0 =
(H20) UNITS - NO STONE W/ 1 COUPLERS
5) PLACE SANITARY TEE IN D-BOX.
IN EACH ROW
SEPTIC SYSTEM PROFILE
TYPICAL SECTION
N.T.S.
N.T A
r6"
SOIL LOG
DESIGN CRITERIA
DATE: JANUARY 30, 2013
'NUMBER OF BEDROOMS: BEDROOM DWELLING ���'6' %;��
SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE. #1614
SECTION ro.75"
INVERT
WITNESS: PHIL RENAUD, YARMOUTH HEALTH DEPT.
HEIGHT
END CAP
SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: <2 MIN/IN
,DAILY FLOW: 110 G.P.D/BR. DESIGN FLOW: 330 G.P.D.
Elev, TP- 1 Depth
ADS - ARC 36HC
CHAMBER (H2O LOAD).
GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER)
51.50 A 0"
MODEL ARC 36HC
SEPTIC TANK: 330 gpd x 200% = 660 gpd USE NEW 1,500 GALLON SEPTIC TANK
LOAMY SAND
10YR 4/2
LENGTH 63"
NOTE:
UNIT CONFIGURATION AND AVAILABILITY SUBJECT
50.50 B 12"
EFFECTIVE LENGTH 60" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY
LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F.
LOAMY SAND
10YR 5/8
DIFFER
SIDE WALL HEIGHT 10.75
SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
DISTRIBUTION BOX: 3 OUTLETS (MINIMUM)
48.25 C 39"
OVERALL HEIGHT 16"
OVERALL WIDTH 34.5"
194wo
4640 TRUEMAN BLVDHILLIARD,
PRIMARY S.A.S.
PERC ®46.50 MEDIUM SAND
OH/0 43026
USE 3 ROWS OF 6 - ADS ARCHC 3616 H2O UNITS-NO STONE
2.5Y 6/4
CAPACITY 10.7 CF
(80.0 GAL) ADVANCED
DRAINAGE SYSTEMS, INC.
AND EXTENDED 1.16' W/ COUPLER IN EACH ROW
PROPOSED SEPTIC
SYSTEM SITE PLAN
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF CHAMBER)
(CHAMBERS: 6/ROW)18 UNITS x 5.0 LF x 4.80 SF/LF = 432.00 SF
41.0 126°
349 MAYFAIR ROAD,
YARMOUTHPORT, MA
(COUPLER: 1/ROW) 3 UNITS x 1.16 LF x 4.80 SF/LF = 16.70 SF
TOTAL AREA = 448.70 SF
PERC RATE <2 ;MIN/IN. ("C" HORIZON)
Prepared for: Dedecko
DESIGN FLOW PROVIDED: 0.74GPD/SF(448.70SF) = 332.03 GPD > 330 GPD req'd
NO GROUNDWATER OBSERVED
Engineering b :
9 9 Y
MEYER& SONS, INC,
Surveying by:
1Ie11er & Assoc.
SCALE
NTS
DRAWN
D.M.M.
I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017
to the has
PO BOX 981
(508) 375-0735
DATE:
conduct soil evaluations and that
above analysis been performed by me consistent with the
EASTSANDWICH, MA 02537
CHECKED
SHEET N0.
requirements of 310 CMR t5.017.
1 further certify that I have passed the Soil Eval. Exam in October, 1999.
508-362-2922
02/08/13
D.M.M.
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