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LEGEND
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PROPOSED CONTOUR
® PROPOSED SPOT GRADE-
- EXISTING CONTOUR SITE
+ 96.52 EXISTING SPOT GRADE
m
W EXISTING WATER SERVICE
® TEST PIT I( 3
c
SHEFFIELo Ro T
M
v
LOCUS MAP N.T.S.
GENERAL NOTES:
L 2ci._
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
D F O'J �J G
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 2 FT. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING TO BE
Existing Leach Pit
18 FT FROM DWELLING VS REQ'D 20 FT.
(Note 10) _ _
2) A 0.11 FT. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING TO BE
3.11 FT BELOW GRADE VS REQ'D 3 FT. (H20/VENT PROVIDED)
Permit valid for REPAIR Or SEPTIC SYS"fENI
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
CINLY, Cue to State 2-€d t-eca! sei.tic 11;_0:1'ces-
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
Esard of tlealth rev9e.» ^.nd approval is required
DESIGN ENGINEER.
for asiy future addit?ors/renob'atiors/zlterations to
4• ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
� ;.ataae faci?ities and/or structurt.•s/dwelling.
ENGINEER BEFORE CONSTRUCTION CONTINUES,
Yarmouth Health i3epat'tent
5. ALL ELEVATIONS BASED ON ASSUMED DATUM,
C
5 � J �THE
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
CONTRACTOR OWNER NOTIFY LOCAL A OF
/
ION.
HEALTH FORPRO ER NSECT ONS DURING CONSTRUCTION.
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
2 !
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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
e ' -'
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
I °
AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY
y
13. NO PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING
14. All PIPING TO BE 4" SCH 40 {ID 1 /8"/FT (UNLESS SPEC. OTHERWISE)
j
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
17. PROPERTY IS IN ZONE II (2BR DEED RESTRICTION REQ'D)
17. INSTALLER TO FIELD VERIFY H2O CERTIFICATION PRIOR TO INSTALLATION
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
28
FLICKER LANE, WEST YARMOUTH, MA.
MAP: 086
_
Prepared for: Blue Water Septic
LOT.• 222
Engineering - 'by:
Surveying by:
SCALE
DRAWN
DARRENM. MEYER,
R. S.
Weller and Assoc.
1 "=20'
DMM
POBOX981
EASTSANDWICH, MA 02537
Route 28
Centerville, MA 02632
DATE:
CHECKED
SHEET NO.
508-362-2922
(508) 775-0735
11/05/09
DMM
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NOTE: TO PREVENT BREAKOUT, THE PROPOSED '
NOTE: MAGNETIC 'PAPE TO BE PLACED OVER ALL COVERS
FINISH GRADE SHALL NOT BE < EL:24.39
FOR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S.
SEPTIC TANK
INSTALL RISERS & COVERS OVER INLET &
PROPOSED D -80X PROPOSED
INSTALL RISER & COVER INSTALL
S.A.S.
A 4" DIAMETER INSPECTION OVER.
OF MASS9
T.O.F. EL=30.0
"PORT
KIT eta
BED
OUTLET AND SET TO 6' OF FINISH GRADE
SET TO 6' OF GRADE ONE
CHAMBER (MIN.) AND SET TO 3 OF F.G.
RM yeti �'y
I�F.G. EL.=28.7± F.G. EL.=28,0±
F.G. EL: 27.51
F.G. EL: 27.5-27.0 MAX. VENT
( )
GAR.
j o/ DA f7EN
�Eh R
" No. 1140 y'
LIV.
BED
9" MIN COVER/RM
® S=1% (MIN.) 36" MAX COVER L m 10'
L s 1O'(MAX)
INSTALL TWO INSPECTION PORTS (MIN.)
RM
�Elrc�
0 S=1% (MIN.)
4"SCH40 PVC 4"SCH40 PVC
0 S=1R (MIN.)
4"SC/I PVC
MNITAR�P�
10" t4•
rs 11.3" TO
•" INV.= 26.58 48" LIQUID INV.=26.33
INVERT
FIRST FLOOR
LEVEL
GAS 13AFFLE 1
PROPOSED INV.=24.80
D -BOX
3 ROWS OF 5 UNITS AT 6.25'/UNIT + 0.75' WEDGE 32.0'/ROW
INV.=25.0
DB -3(H-10 INV.= 24.0
SOIL ABSORPTION SYSTEM (PROFILE)
EXISTING 1.000 GALLON SEPTIC TANK
RESTORE VEGETATIVE COVER
EXISTING SEWER OUTLET
BACKFILL WITH CLEAN PERC SAND
75"
TO TOP OF CHAMBERS
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING
`': ' ., ; '`,:'.•` =' • ;
PIPE INVERTS PRIOR TO CONSTRUCTION
BREAKOUT=TOP ELEV.=24.39
,.
2) D -BOX SHALL BE SET LEVEL AND TRUE TO
INV. ELEV.= 24.0
GRADE ON A MECHANICALL COMPACTED SIX .
BOTTOM ELEV.= 23.06
INCH CRUSHED STONE BASE, AS SPECIFIED IN
EXISTING SUITABLE
310 CMR 15.221(2) 2.83' MATERIAL
3 REPLACE EXISTING 1,000 GALLON SEPTIC
5' MIN. ABOVE BOTTOM OF
T.P. EXCAVATION OR G.W.
EFFECTIVE WIDTH = 3 x 2.83 = 8.49'
I •
76" `I
TANK WITH 1500 GALLON SEPTIC TANK
(5.81' PROVIDED)
USE 3 ROWS OF 5 -HIGH CAPACITY
IF FAILED, DAMAGED, OR LESS THAN 1,000G IN CAPACITY.
BOTTOM OF TESTHOLE EL.=17.25
- ADS BIODIFFUSER UNITS -NO STONE
PROFILE
4) INSTALL INLET & OUTLET TEES AS REQUIRED
_ W/ CONTOURED WEDGE
SEPTIC SYSTEM
PROFILE
TYPICAL SECTION
.16"
N.T.S.
N.T.9.
11.2"
DESIGN CRITERIA
SOIL LOG
34" �
NUMBER OF BEDROOMS: 3 BR EXIST.
DATE: OCTOBER 7, 2009
CLASS I
SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE. #1614
SECTION
END CAP
SOIL TEXTURAL CLASS:
WITNESS: PHIL RENAUD, YARMOUTH B.O.H.
DESIGN PERCOLATION RATE: <2 MIN/IN
TP -1
16"" HIGH CAPACITY (H-20) BIODIFFUSER UNIT
DAILY FLOW: 110 G.P.D/BR.
Depth
Elev. _�
DESIGN FLOW: 330 G.P.D.
27'25 A LOAMY SAND 0"
MODEL 16" HICAP
GARBAGE GRINDER: NO NOT DESIGNED FOR GARBAGE GRINDER)
(
26.59 IO 4 8„
B
LENGTH 76"
SUBJECT
PROPOSED SEPTIC TANK: USE EXISTING 1,000G SEPTIC TANK
-SANDY LOAM
10YR 5/8
NOTE: UNIT CONFIGURATION AND AVAILABILITY
EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY
LEACHING AREA REQUIRED: (330) = 445,94 S.F.
24.09 c1 38
„
SIDE WALL HEIGHT 11.2 DIFFER
SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
.74MEDIUM
OVERALL HEIGHT 16"
DISTRIBUTION BOX: 3 OUTLETS (MINIMUM)
SAND
2.5Y 7/4
OVERALL WIDTH 34"
Ems*
4640 TRUEMAN BLVD
PRIMARY S.A.S.
PERC 0 23.33
13.6 CF
HILLIARD, OHIO 43026
USE 3 ROWS OF 5 - 16" ADS 16008D 810DIFFUSER H-20 UNITS
CAPACITY
(101.7 GAL) ADVANCED
DRAINAGE SYSTEMS, INC.
NO STONE AND EXTENDED 0.75' W/ CONTOURED WEDGES
PROPOSED SEPTIC
SYSTEM SITE PLAN
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.70 SF/LF OF BIODUFUSER)
28 FLICKER LANE
'
WEST YARMOUTH MA
'
(BIODIFFUSERS) 15 UNITS x 6.25 LF x 4.70 SF/LF = 440.63 SF
17.25 120"
(CONTOURED WEDGE) 3 ROWS, x 0.75' x 4.70 SF/LF = 10.58 SF
PERC RATE <2 MIN/IN. ("C" HORIZON)
Prepared for:
P
Blue Water Septic
P
TOTAL AREA = 451.21 SF
DESIGN FLOW PROVIDED: 0.74GPD/SF(451.21 SF) = 333.89 GPD
> 330 GPD req'd
NO GROUNDWATER OBSERVED
Engineering by:
SCALE
DRAWN
DARREN M. MEYER, R.S.
NTS
D.M.M.
• I, Darren M. Meyer, R.S., CSE, hereby certify that.) am currently approved by MADEP pursuant to 310 CMR 15.017
p080X981
DATE:
to conduct soil evaluations and that the above analysis has been performed b me consistent with the
EAST SANDWICH, MA 02537
CHECKED
SHEET N0.
requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Evol. Exam in October, 1999.
508-362.2922
11/05/09
D.M.M.
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