HomeMy WebLinkAboutEngineered Plans - 2019TBM = EL. 20.2
TOP OF CONC. BND.
f
Permit valid for RVI"AilL 01 SFPIR SV�ffti1�
ONLI, disc to state and I "' d ,.1}tic a tunic ex.
Board of ftealth item tial .ata io.ai is e gulled tatt
any to m k` 01"gatiml, io
sewaLt hu difies at E n s4r int s eS �Htmg. i
N aruloaith tIra It it'._, at I of
PPIV V
LEGEND
PROPOSED CONTOUR
® PROPOSED SPOT GRADE
--98-- EXISTING CONTOUR
+ 96.52 EXISTING SPOT GRADE
—W— EXISTING WATER SERVICE
TEST PIT
SCALE: 1"=20'
SOUTH YARMOUTH
/�71:71
r ate a tate ROUTE 28
18.7
LOT 1
AREA=14,374 S.F.
CHARLES
)I f
19.!
STREET
Jae
19.5 �' 3
EXIST.
I
313R DWELLING �
I
T.O.F. @ EL.
19.6 20.0
�ry
BED
Z 19.02a
RM
LIV
RM
KIT
BED
PROP. 1,50OG
RMmrr
BED
SEPTIC TANK
3-S�
_
PORCti
FLOOR PLAN
19.3
DECK
BENCH MARK
_.-OP OF FOUNDATION
20.0
JSGS DATUM ASSUMED
a
0
W
Of
GAR
1
I
f
I
I
I
I
I
I
I
I
I
1
I
SURVEY CONDUCTED BY.
WELLER AND ASSOCIATES
LOCUS MAP
LOCUS INFORMATION
PLAN REF: 95/85
TITLE REF: 8067/0021
PARCEL ID: MAP 070 PAR. 106
FLOOD ZONE: PROPERTY NOT IN FLOOD ZONE
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
3 CHARLES STREET
SOUTH YARMOUTH, MA
PREPARED FOR
EST. OF SUSAN KENNEDY/
READY ROOTER EXC.
NOVEMBER 30, 2019
70,�IIASS,IC
O
�
�iI
MEYER & SONS, INC.
P.O. BOX 981
EAST SANDWICH, MA. 02537
PH: (508)360-3311
FAX: (774)413-9468
meyerandsonstitle5@gmail.com
ELEV. TOP
FOUNDATION
(Existing)
20.0 ,-F.G.EL- 19.60
INV. 18.08 INV. 17.2
1
F.G.EL 19.35
TEE'S ARE TO BE
4" SCH 40 PVC
NOTE PLACE MAGNETIC MARKING TAPE OVER ALL COVERS
BRING ALL COVERS TO WITHIN 3' OF FINISH GRADE
FINISHED GRADE (19.0)
F.G. EU 19.0
INV. 16.45
INV.17.00 INV.
PROPOSED DB -3
DISTRIBUTION BOX
(H20)
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) TANK/D-BDX 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 W/
GAS BAFFLE AS REQUIRED
GENERAL NOTES:
I. ALL CHANGES TO THIS PUN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN DOGIEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE DIVIRONi41FAL CODE. TITLE V. AM ANY APPLICABLE
LOCK RULES AND REGULATIONS.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE 6MCKFI LED PRIOR
INSPECTION MO APPROVAL BY THE BOARD OF HEALTH AND THE
4. ANY
ENGINEER.
ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SIW L BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
S. THE DESIGN ENGNM IS NOT RESPGISIBLE 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. T 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 PULPED. CRUSHED AND REMOVED PER TITLE 5.
11. 48 HOUR NOTICE FOR ENGINEER COMFIGITION
12. INS PUN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
AND 5 NOT TO BE CONSIDERED A PROPFRIY 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 0 1/8 -/FT (UISSS WECf1ED)
SEPTIC SYSTEM PROFILE
MAINTAIN 2R MIN SLOPE OVER LEACHING AREA
2. OF 3/8' DDUBLE WASHED
STONE OR FILTER FABRIC
4" SCH 40 PVC
1% MIN.)
2' EPN. DEPTH
16.25
INV. ELEV.= 15.75
/ 1 2 X 8.5'
3/4" - 1_1/2•
DOUBLE WASHED
4
I / EFFECTIVE LENGTH = 25' 1
TOP CONC. ELEV.= 16.75
INV. ELEV.= 15.75-
j I BOTTOM EL.= 13.
SEPARATION 5.50 FT.
OF TESTHOLE EL: 8.50
SOIL LOGS
DATE: NOVEMBER 20, 2019
SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614
WITNESS: PHIL RENAUD, YARMOUTH HEALTH DEPT
Bev.
TP -1
DDeb
19.0
A LOAMY SAM
0'
18.25
10YR 3
9'
B LOA0MY18
1 5/9AN8D
18.42
31"
C
MEDIUM
SAND
PEIIC TEST
2.5Y 7/3
0 IL 14.50
8.50
126"
PFRC RATE <2 MN/K (*Cl* NO"
NO GROUNDWATER OBSERVED
• L Darton IL Mr,Vw, R.S. CSE, hereby ow Wy Lal I am ounwOJy aWp d by MADEP Panum* to 310 CUR 18017
m owWuct *a evokod es and dat the oboes I 'b'o' bw bw pwformed 1V aw oo amour MM the
ngiwrwAs of 310 CMR 15.017. 1 fuNw owllly Umt I twA pawl the Sol Eva. Ex In Ootnbw, IM.
BREAKOUT
ELEV.= 16.75'
3.75' 5 FT. 3.75'
EFFECTIVE WIDTH
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)
SEPTI: TANK: 550 gPd x 20OX - 1,100 9M USE PROP. 1,5006 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 REWD
DESIGN FLOW PROVIDED: 0.74(462 S.F.) - 342.25 G.P.D. vs. 330 G.P.D. roq'd
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
3 CHARLES STREET, SOUTH YARMOUTH, MA
Prepared for: Est. of Susan Ke edy/Ready Rooter Exc.
Design and Site Pim by: SCALE DRAWL! DATE
MEYER ASOAAS,YAAC. N.T.S. DMM 11/30/19
Po BOX 961 REV DATE
EASTSMDH7CN,, AM 62537 CHECKED SHEET N0.
50I.W&892E DMM 2 of 2