HomeMy WebLinkAboutEngineered Plans - 2015N
N
0
N
N
SCALE: 1"=20'
0K
BEAVER
IM = EL. 50.0
)LKHEAD FOUND.
Yarmouth Health Department
APP VED
-s
Name Date
BED BATH
LEGEND
PROPOSED CONTOUR
F9 8-1
PROPOSED SPOT GRADE
--98--
EXISTING CONTOUR
+ 96.52
EXISTING SPOT GRADE
W—
EXISTING WATER SERVICE
TEST PIT
SCALE: I"=20'
Yarmouth Health Department
APP VED
-s
Name Date
BED BATH
KIT
ROOM
FAM
ROOM
LIV
BED
ROOM
ROOM
WEST YARMOUTH
LOCUS:
8 BEAVER BROOK RD.
LOCUS MAP
LOCUS INFORMATION
TITLE REF: C360250
PARCEL ID: MAP 58 PAR. 360
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
8 BEAVER BROOK RD.
WEST YARMOUTH, MA
PREPARED FOR
EVELYN NEVARAS
OCTOBER 26, 2015
10 OF �SsgCyG
C o ARREN
MEM
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MEYER & SONS INC.
P.O. BOX 981
E. SANDWICH, MA 02537
PH. (508)360-3311
FAX: (774)413-9468
meyerandsonsinc@gmail.com
SHEET 1 OF 2
J#1660
T.O.F.
NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS
TP -1
Depth
49.70
SCALE
NOTE: PLACE RISERS OVER ALL COVERS W/IN
6" OF GRADE
MEYER &SONS, INC.
A
FINISHED GRADE (49.50)
EL: 50.0
F.G.EL: 49.2
F.G.EL: 49.40
F.G. EL: 49.50
tOYR, 3/1
DATE
2% MIN SLOPE OVER LEACHING AREA
aMAINTAIN
508,362-2922
4"
10/26/15
B
LOAMY
:4
TOP TANK=EL. 47.85
SAND
2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2"
~ * .. .,
47.20
STONE OR FILTER FABRIC DOUBLE WASHED S1
30"
6"
C
4" SCH 40 PVC
a
10"I
PERC ® EL. 45.86
aa®• O ®®®®
¢:
TEE'S ARE TO BE 14
:::
6
INV.46.83
@
S=
1% (MIN.) ®®®®®®®®®®
2' EFF. DEPTH ®®®®®®®®E3®
jitE
:Q
:....A...
4" SCH 40 PVC
38.70
132"
INV.46.65 42 X 8.5' 4'
GAS
PROPOSED
DB
-3
EXISTING OUTLET
E
BAFFLE
(H20) DISTRIBUTION
BOX
EFFECTIVE LENGTH = 25'
EL. 47.50
o1c=-
INV. 47.18
PROP. 1,500 GALLON SEPTIC TANK
GAS BAFFLE TO BE INSTALLED ON
OUTLET TEE AS MANUFACTURED BY
TUF-TITE, ZABEL, OR EQUAL
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
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 RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
10. EXISTING CESSPOOL TO BE PUMPED, CRUSHED, REMOVED AND FILLED 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 LINE SURVEY
13. NO ABUTTING PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING.
14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING.
15. ALL PIPING TO BE 4" SCH 40 ® 1/8"/FT (UNLESS SPECIFIED)
of Mgss9�yG
DARK N M.
o E �
'PEGlS1��0
SAN I TAYO
SEPTIC SYSTEM PROFILE
SOIL LOGS
INV. ELEV.= 46.40
TOP CONC. ELEV.= 47.40
INV. ELEV.= 46.40 _
BOTTOM EL.= 44.40
SEPARATION 5.60 FT.
UST. GRNDWATER EL: 38.70
DATE: OCTOBER 1, 2015
SOIL EVALUATOR: DARREN MEYER, CSE 1614
WITNESS: AMY VONHONE, YARMOUTH HEALTH
Elev.
Nevaras
TP -1
Depth
49.70
SCALE
DRAWN
0"
MEYER &SONS, INC.
A
LOAMY' SAND
DMM
PO BOX 981
EAST SANDWICH, MA 02537
tOYR, 3/1
DATE
49.37
SHEET I
508,362-2922
4"
10/26/15
B
LOAMY
SAND
1OYR 5/8
47.20
30"
C
BOTTOM
FINE -
PERC ® EL. 45.86
MEDIUM
SAND
2.5Y 7/4
38.70
132"
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 l have passed the Soil Evol. Exam in October, 1999.
BREAKOU'
ELEV.= 47.4
®®
E3 ®®®
®®®®®
E3lria®I®®
3.75' SIE 5 FT. �_ 3.75'
EFFECTIVE WIDTH = 12.5'
SOIL ABSORPTION SYSTEM (SECTIONi
(500 GALLON LEACH CHAMBER)
DESIGN CRITERIA
NUMBER OF BEDROOMS: 2 BEDROOM EXIST/3 BEDROOM DESIGN (NOT IN ZONE II
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 NEW 1,500 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'[
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',
I PROPOSED SEPTIC SYSTEM UPGRADE PLAN
Prepared for:
Nevaras
System Design and Topography Plan by:
SCALE
DRAWN
MEYER &SONS, INC.
N.T.S.
DMM
PO BOX 981
EAST SANDWICH, MA 02537
DATE
CHECKED
SHEET I
508,362-2922
10/26/15
DMM
2 of