HomeMy WebLinkAboutEngineered Plans - 2019n
FLOOR PLAN
Yarmouth Health Department
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ame Date
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SURVEY CONDUCTED BY.
WELLER AND ASSOCIATES
SOUTH YARMOUTH
LEGEND
-(-�
PROPOSED CONTOUR
®
PROPOSED SPOT GRADE
EXISTING CONTOUR
+ 96.52
EXISTING SPOT GRADE
W—
EXISTING WATER SERVICE
19
TEST PIT
SCALE: 1"=20'
Yarmouth Health Department
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ame Date
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SURVEY CONDUCTED BY.
WELLER AND ASSOCIATES
SOUTH YARMOUTH
CAPE NOYES RD
LOCUS MAP
LOCUS INFORMATION
PLAN KtF: Z10/1ZU
TITLE REF: 2503/088
PARCEL ID: MAP 067 PAR. 101
FLOOD ZONE: PROPERTY NOT IN FLOOD ZONE
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
22 CAPTAIN BEARSE RD.
SOUTH YARMOUTH, MA
PREPARED FOR
CLIFFORD EXC/ROY
APRIL 19, 2019
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MEYER & SONS, INC.
P.O. BOX 981
EAST SANDWICH, MA. 02537
PH: (508)360-3311
FAX: (774)413-9468
meyerandsonstitle5@gmaii.com
SHEET 1 OF 2
894
BEARSE RD.
A
c -i
CAPE NOYES RD
LOCUS MAP
LOCUS INFORMATION
PLAN KtF: Z10/1ZU
TITLE REF: 2503/088
PARCEL ID: MAP 067 PAR. 101
FLOOD ZONE: PROPERTY NOT IN FLOOD ZONE
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
22 CAPTAIN BEARSE RD.
SOUTH YARMOUTH, MA
PREPARED FOR
CLIFFORD EXC/ROY
APRIL 19, 2019
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% L-1
MEYER & SONS, INC.
P.O. BOX 981
EAST SANDWICH, MA. 02537
PH: (508)360-3311
FAX: (774)413-9468
meyerandsonstitle5@gmaii.com
SHEET 1 OF 2
894
ELEV. TOP
FOUNDATION
(Existing)
- 18.50 - , ,--F.G.EL- 17.10
EXISTING OUTLET
INV. 15.1
10"
NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS
BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE
F.G.EL.: 16.5
F.G. EL: 17.0
TEE'S ARE TO BE 14 I NV. $r5 �� ® S
4" SCH 40 PVC
INV. 14.85 INV.
GAS PROPOSED DB -3
BAFFLE DISTRIBUTION BOX
(H20)
EXISTSING 1,000 GALLON SEPTIC TANK
GAS BAFFLE TO BE INSTALLED ON ���`� OF
OUTLET TEE AS MANUFACTURED BY �y
TUF-TITE, ZABEL, OR EQUAL o DARKEN M.
YE
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING -' N
PIPE INVERTS PRIOR TO CONSTRUCTION
2) 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),�1/�
3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK 1
WITH 1500 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.
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. R 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 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 PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING.
14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING.
15. ALL PIPING TO BE 4" SCH 40 O 1/8"/FT (UNLESS SPECIFIED)
FINISHED GRADE (17.0)
MAINTAIN 296 MIN SLOPE OVER LEACHING AREA
2" OF 3/8" DOUBLE WASHED
STONE OR FILTER FABRIC
4" SCH 40 PVC
1% (MIN.)
2' EFF. DEPTH
INV. ELEV.= 13.50
aa®
4'/ 1 2X8.5'
3/4" - 1-1/2'
DOUBLE WASHED
4'
I / EFFECTIVE LENGTH = 25' 1
TOP CONC. ELEV.= 14.50
INV. ELEV.= 13.50-
BOTTOM EL.= 11.
SEPARATION 5.50 FT.
BOTTOM OF TESTHOLE EL: 6.00
SOIL LOGS
DATE: APRIL 17, 2019
SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614
WITNESS: AMY VONHONE, YARMOUTH HEALTH DEPT.
Eley.
TP -1
Depth
17.00
A
0"
LOAMY SAND
16.33
IOYR 4/1
8"
B LOAMY SAND
IOYR 6/8
14.33C
32"
MEDIUM
SAND
PERC 7E5T
2.5Y 7/3
O EL 13.50
6.00
132"
PERC RATE <2 MIN/IN. ("C1" HORRON)
NO GROUNDWATER OBSERVED
I, Damn M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017
to conduct sail evaluations and that the above analysis has been perfonned by me consistent with the
requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Evol. Exam In October, 1999.
BREAKOUT
ELEV.= 14.50
3.75' 5 FT. 3.75'
EFFECTIVE WIDTH = 12.5'
SOIL ABSORPTION SYSTEM (SECTION)
(500 GALLON LEACH CHAMBER)
DESIGN CRITERIA
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: 550 gpd x 200% = 1,100 gpd USE EXIST. 1,000G SEPTIC TANK
LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F.
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= 312.5 SF
SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF
TOTAL SQUARE FEET PROVIDED - 462 vs. 445.94 REQ'D
DESIGN FLOW PROVIDED: 0.74(462 S.F.) - 342.25 G.P.D. vs. 330 G.P.D. req'd
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
22 CAPTAIN BEARSE ROAD, SO. YARMOUTH, MA
Prepared for: Clifford Exc Ro
Design and Site Plan by: SCALE DRAWN DATE
MEYER & SONS, INC. N.T.S. DMM 04/19/19
PO BOX 981 REV DATE
EAST SANDWICH, A44 02537 CHECKED SHEET N0.
508-362-2922 DMM 2 of 2