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— 98 — —EXISTING CONTOUR R � --'Ponld
BH x 100.98 EXISTING SPOT GRADE Rte 28 n
BENCHMARK BATH —W—EXISTING WATER SERVICE MO'n o
OUTS/DE COR./8OTT. STEP G EXISTING GAS SERVICE
EL.=97.35 BED RM. BED RM.
EXISTING CESSPOOLS KITCHEN 3
TO BE PUMPED, FILLED WI TN OVERHEAD WIRES o
SAND & ABANDON TEST PIT Li►
BENCHMARK m tiN
LIVI. ROOM BED RM. Q o x
96'28 x PROPOSED SEPTIC TANK LEGEND' v m
o3
r 3
95,03- p 6�
B �? U
N 10°33'30" W 98 FLOOR PLAN p(' 89 Clev and wa
vi
+6,57 16 71' 99 LOCUS 10
^' �? 100.60
95.36
\ 9 I 9 ; 6 ^ ` X `SlfED �` 98,83
, Q
x 99.26 gg
TP /.;':<.;� LOCUS MAP
97,09
/ RSP NOT TO SCALE
I \ 97,16 x 9791 x` �! : sq •�� IT GENERAL NOTES:
i :9$,,.,
I �rCo 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
i t %,I•:. :' ^ .. nl BOARD OF HEALTH AND THE DESIGN ENGINEER.
II ( 97,27 973 97,89
iv OF
i 2. ALL WORK AND MATERIALS SHALL CONFORM CO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
x I I ShBH VLNT� LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW:
310 CMR 15.405 1(b) : CONTENTS OF LOCAL UPGRADE APPROVAL
1) a 2' varaiance to maximum cover requirement for 5' of cover.
INV, =95 Dt/ \ c� —` •n/ ¢ 3 ESEWAGE INS INSPECTION DISPOSAL AND APPROVAL BACKFILLED SHALL NOT BE
BY THE B ARD OF
TOHEALTH AND THE
DESIGN ENGINEER.
Q .:.....` . I EXISTING r \ 1 10010 of
2 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
f
I I 97.59 HOUSE(#95)� \ Q FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
I T O.F.=98.87E \ i LOT 68 o ENGINEER BEFORE CONSTRUCTION CONTINUES.
1,744 /00 ±SF 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM.
0/'
I x� / 97,74\MppLB�� �0 Q 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
v 6 89\QQC` �a THE CONTRACTOR OR OWNER TO NOTIFY THE 'LOCAL BOARD OF
":-:,; :,;.; • '\ \
8,03 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
�.: 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
x 97,6 x
> 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S.
\ >/ 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
x 97.86 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
\ ` DIRECTED BY THE APPROVING AUTHORITIES.
CD 3 ob 99.3 '� 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
95.95 1 122.90' I �r�
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
95.57 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
S 1524'00" E I c�0 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
27,00 99,39 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL.
95,19 96,38 edge oaf pavement
97 72 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
NOT CONSIDERED TO BE A PROPERTY LINE SURVEY.
Permit valid for REPAIR OF' SEPTIC SYSTEIN 98,87
ONLY; due to State and Local set ri n s OF M ss9 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC
lth
eve a d approv,11 i qu� d SYSTEM COMPONENTS NOT SHOWN ON THE PLAN
y iMV, a d' is DovaIion's a (t rat oyds
o PETER T. PROPOSED SEPTIC SYSTEM UPGRADE PLAN
W
swage farrhhes and/or structu� is/dwelling:'
M ENTEE
Yarmouth "callh De artment
' Jo L. e CIVIL 95 WENDWARD WAY, SOUTH YARMOUTH, MA
CHU HI JR. I No, 35109
APPRON1 Ea / j .4 66 A �/51���0 Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
OWNER OF RECORD J p0� SI ��\ Engineering by: Surveying by: SCALE DRAWN JOB. NO.
OrFG/ Engineering Works Inc. JC Engineering, Inc. 1 =20 P.T.M. 255-15
LEONOVICH, GEORGE A , ; '
12 West Crossfield Road 2854 Cranberry Hwy.
95 WENDWARD WAY j/ Forestdale, MA 02644 E.Wareham, MA 02538 DATE CHECKED SHEET NO.
'a'
SOUTH ve`r, MA 026 a ` Date l (508) 477-5313 (508) 273-0377 1/15/16 P.T.M. 1 Of 2
NOTE: TO PREVENT BREAKOUT, FINAL GRADE
SEPTIC TANK
SHALL NOT BE AT, OR BELOW, EL.=94.5
INSTALL RISERS & COVERS OVER INLET &
FOR A DISTANCE OF 15' FROM THE EDGE
OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED D -BOX
OF THE PROPOSED S.A.S.
SHED
INSTALL RISER & COVER
SET TO 6" OF GRADE
T.O.F=98.87±
PROPOSED S.A.S.
INSTALL RISER & COVER OVER EACH CHAMBER AND
SET TO 3" OF F.G. TO SERVE AS INSP TIQN PORT
F.G. EL.=97.81 F.G. EL=97.3± F.G. EL.=98.31
F.G. EL.=98.5 to VENT !
iN
/ %p99.5± S'4
a
MAINTAIN 2% SLOPE OVER S.A.S.
S
6g' ��/N
L = 12' 3'(max.) L = 33' --
®S=1% (MIN.) ®S=1% (MIN.) ®S 1%5(MIN.)
4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC
2" LAYER OF 1/8" TO 1/2"
shr
SH 40
"
DOUBLE WASHED STONE
,
e•
®®®�®®® (OR APPROVED FILTER FABRIC)
/ EXIST SEWER
a"
INV.=94.80 48��IU10
0000000
®0000®®-3/4'
W SHED STONEUBLE
V.
ADDINV.=94.22 PRS OX � INV.=94.05
4' 5.2'
- '4'
EFFECTIVE WIDTH = 12.8
iHOUSE(#95)1
INV.=94.55
" 3 OUTLETS INV.=94.00
TO. .=98.87±
PROPOSED SEPTIC TANK 2-500
GALLON LEACHING CHAMBERS
SURROUNDED
WITH STONE AS SHOWN
CONNECT TO EXISTING SUITABLE SEWER PIPE/S
AT HOUSE, AT OR ABOVE, INV.=95.0±(verify)
H-20 RATED
TOP CONIC. ELEV.= 95.1±
BREAKOUT ELEV.= 94.500000
SEPTIC LAYOUT
NOTES: INV. ELEV.= 94.00
00000
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPES &
INVERTS EXITING HOUSE, PRIOR TO INSTALLATION, BOTTOM ELEV.= 92.00
2) SEPTIC TANK & D -BOX SHALL BE SET LEVEL AND4'
TRUE TO GRADE ON A MECHANICALLY COMPACTED 4' OF NATURALLY OCCURRING
2 x 8.5' = 17.0' 4'
EFFECTIVE LENGTH = 25.0'
SIX INCH CRUSHED STONE BASE, AS SPECIFIED PERVIOUS MATERIAL
5 (MIN.) ABOVE G.W.
IN 310 CMR 15.221(2).
LEACHING SYSTEM SECTION
® ® ® ® O
3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM OF TEST PIT, EL.=86.5 r
® ® ® ® ® ® ® ® ® ® ® 37 „
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE
® E3 E2 E3 Ea E3 E2 Ea E3 E3 Ea
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL.
N Z ®L3 -ED ®®®®®
SEPTIC SYSTEM PROFILE
102"
DESIGN CRITERIA
SOIL LOG
4" KNOCKOUT
NUMBER OF BEDROOMS: 3 BEDROOMS
DATE: DECEMBER 23, 2015
SOIL EVALUATOR: PETER McENTEE PE(SE#1542)
20" DIA. COVER
SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF)
WITNESS: AMY VON HONE R.S. HEALTH AGENT
DESIGN PERCOLATION RATE: <2 MIN/IN
ELEV. TP -1 DEPTH
4" KNOCKOUT 4" KNOCKOUT 58"
0
DAILY FLOW: 330 GPD
98.5 A 011
DESIGN FLOW: 330 GPD
LOAMY SAND
10YR 4/2
4" KNOCKOUT
GARBAGE GRINDER: NO -not allowed with design
97.5 e 12„
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF
LOAMY SAND
10YR 5/8
500 GALLON CAPACITY, H-20 LOADING
.74 GPD/SF
95.8 32"
C
CHAMBERS
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY
PERC
PROPOSED D -BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED
32"/50"
N.T.S.
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES
M -C SAND
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES
2.5Y 6/6
95 WENDWARD WAY, SOUTH YARMOUTH, MA
SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F.
BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F.
Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
by:
Surveying by:
SCALE
DRAWN
JOB. NO.
TOTAL AREA: .............................................................. 471.2 S.F.Engineering
86.5 144"
Engineering Works, Inc.
JC Engineering, Inc.
N.T.S.
P.T.M.
255-15
DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD
PERC RATE <2 MIN/IN. "C" HORIZON
12 West Crossfield Road
2854 Cranberry Hwy.
SHEET N0.
DATE
CHECKED
NO GROUNDWATER ENCOUNTERED
Forestdole, MA 02644
(508) 477-5313
E.Wareham, MA 02538
(508) 273-0377
1/15/16
P.T.M.
2 Of 2