HomeMy WebLinkAboutEngineered Plans - 2017BED
BED RM
RM �P
BED
RM LIV
RM
AM. Roo
FLOOR PIAN
6Gc
'f)y
Permit valid for REPAIR O) SEPTIC SYSI-tM
ONLY, due to State and Local septic variances.
Board,of Ilealth review and approval is required for
any future additions/rcu,:. anon,,/atteratioos to
sewage facilities and/or strucim esid++cilirig.
Yarmouth Health Department
APPRQVEll/.,�OF
ame , Date
Id•2s •c'1
Survey by. Weller & Assoc.
SOUTH YARMOUTH
LOCUS INFORMATION
PLAN REF: BK 172 PG 1
TITLE REF: BK 2890 PG 162
PARCEL ID: MAP 088 PAR. 197
FLOOD ZONE: "X"
COMMUNITY PANEL: 25001CO587J DATED:07/16/14
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
34 BUCKWOOD DR.
SOUTH YARMOUTH, MA
PREPARED FOR
CRAIG R. WHITTEN
OCTOBER 16, 2017
1141 'I
MEYER & SONS INC.
P.O. Box 981
E. SANDWICH, MA 02537
PH. (508)360-3311
fax (774)413-9468
meyerandsonstitle5@gmail.com
SHEET 1 OF 2 .1.41 RRn
LEGEND
��--�- PROPOSED CONTOUR
®
PROPOSED SPOT GRADE
— — 98 --
EXISTING CONTOUR
+ 96.52
EXISTING SPOT GRADE
W—
APPROX WATER SERVICE
TEST PIT
SCALE: 1"=20'
BED
BED RM
RM �P
BED
RM LIV
RM
AM. Roo
FLOOR PIAN
6Gc
'f)y
Permit valid for REPAIR O) SEPTIC SYSI-tM
ONLY, due to State and Local septic variances.
Board,of Ilealth review and approval is required for
any future additions/rcu,:. anon,,/atteratioos to
sewage facilities and/or strucim esid++cilirig.
Yarmouth Health Department
APPRQVEll/.,�OF
ame , Date
Id•2s •c'1
Survey by. Weller & Assoc.
SOUTH YARMOUTH
LOCUS INFORMATION
PLAN REF: BK 172 PG 1
TITLE REF: BK 2890 PG 162
PARCEL ID: MAP 088 PAR. 197
FLOOD ZONE: "X"
COMMUNITY PANEL: 25001CO587J DATED:07/16/14
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
34 BUCKWOOD DR.
SOUTH YARMOUTH, MA
PREPARED FOR
CRAIG R. WHITTEN
OCTOBER 16, 2017
1141 'I
MEYER & SONS INC.
P.O. Box 981
E. SANDWICH, MA 02537
PH. (508)360-3311
fax (774)413-9468
meyerandsonstitle5@gmail.com
SHEET 1 OF 2 .1.41 RRn
M
T.O.F. NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS
EL: 40.0
NOTE: PLACE RISERS OVER ALL COVERS W/IN 6" OF GRADE FINISHED GRADE (36.0)
�F.G.EL: 38.0 /- F.G,EL: 37.00 F.G. EL: 36.0 --�
MAINTAIN 2% MIN SLOPE OVER LEACHING AREA
2" OF 3/8" DOUBLE WASHED
STONE OR FILTER FABRIC
6"
1 U4" SCH 40 PVC
10"I '
A_ TEE'S ARE TO BE 14 6@ S= 17. (MIN.)
:4 SCH 4o PVC INV.32.95
4 2' EFF. DEPTH
:." INV.33.65
GAS � INV.32.75 4'
EXIST. INVERT BAFFLE PROPOSED DB -3
••} DISTRIBUTION BOX
INV. 36.78
INV. 33.90 a (H-20) INV. ELEV.= 32.50
EXIST. 1,000 GALLON SEPTIC TANK
GAS BAFFLE TO BE INSTALLED ON ���` OF Mgrs
OUTLET TEE AS MANUFACTURED BYo E�9�y�
TUF-TITE, ZABEL, OR EQUAL EIN TOP CONC. ELEV.= 33.50
NOTES: 1) CONTRACTOR SHALL VERIFY A►1 EXISTING N ,'140
I� INV. ELEV.= 32.50
PIPE INVERTS PRIOR TO CONSTRUCTION -
2) D -BOX SHALL BE SET LEVEL AND TRUE TO
GRADE ON A MECHANICALLY COMPACTED SIX
NITAR�P� `� j� BOTTOM EL.= 30.50
INCH CRUSHED STONE BASE, AS SPECIFIED IN 01 p I
310 CMR 15.221(2)
3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK SEPARATION 5.08 FT.
WITHED, GALLON SEPTIC TANK IF FAILED, SEPTIC SYSTEM PROFILE
DAMAGED, OR UNDERSIZED.
4) INSTALL INLET & OUTLET TEES W/
GAS BAFFLE AS REQUIRED
GENERAL NOTES:
I. 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 REQUESTED BELOW:
- 310 CMR 15.405 (1) (B):
1) A 1.0 Fr. VARIANCE FROM 310CMR15.211 TO ALLOW LEACHING
TO BE 19.0 FT (MAX) FROM DWELLING VS REWD 20 Fr.
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 MUNICIPAL WATER.
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
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
10. EXISTING LEACHING 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 PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING.
14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING.
15. ALL PIPING TO BE 4" SCH 40 0 1/8" /FT (UNLESS SPECIFIED)
SOIL: LOGS
3/4" - 1-1/2"
DOUBLE WASHED STONE
E30. O 0000
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2 X 8.5'
EFFECTIVE LENGTH = 25'
BREAKOUT
ELEV. = 33- S
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3.75' I 5 FT. 3.75'
EFFECTIVE WIDTH = 12.5'
BOTTOM OF TESTHOLE EL: 25.42 ---�- SOIL ABSORPTION SYSTEM (SECTION)
DATE: OCTOBER 11, 2017
SOIL EVALUATOR: DARREN MEYER, CSE 1614
WITNESS: PHIL RENAUD, YARMOUTH HEALTH
Elev.
TP -1
Depth
36.0
0"
A
LOAMY SAND
10YR 4/1
35.33
8-
B
LOAMY SAND
tOYR 5/6
33.18
34"
C
PERC TEST
MEDIUM
SAND
O EL 31.5
2.5Y 6/4
25.42
I
127"
PERC RATE <2 MIN/IN. ('C2" HORIZON) PER SIEVE TEST
NO GROUNDWATER OBSERVED
I, Darren M. Meyer, R.S., CSE, hereby certify that 1 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 EvaL Exam in October, 1999.
(500 GALLON LEACH CHAMBER)
DESIGN CRITERIA **NO PROPOSED INCREASE IN FLOW**
NUMBER OF BEDROOMS: 3 BEDROOM DESIGN
SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF)
DESIGN PERCOLATION RATE: <2 MIN/IN
DAILY FLOW: 110 G.P.D. X 3 BR = DESIGN FLOW: 330 G.P.D.
GARBAGE GRINDER: NO (not designed for garbage grinder)
SEPTIC TANK: 330 gpd x 200% = 660 gpd, USE EXIST. 1,000 GAL. SEPTIC TANK
LEACHING AREA REQUIRED: (330) = 445.94 S.F.
.74
USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 4'
STONE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D
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. 445.94 REQ'D
DESIGN FLOW PROVIDED: 0.74(462.50 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
34 BUCKWOOD DR., SO. YARMOUTH, MA
Prepared for: Whitten
System Design and Topography Pian by: SCALE DRAWN
MEYER & SONS, INC. N.T.S. DMM
PO BOX 981
EASTS41VOWiCH, MA 02537 DATE CHECKED SHEET NO.
508362-29,22 10/16/17 DMM 2 of 2