HomeMy WebLinkAboutEngineered Plans - 2005EM TING CESSPOOL
TD BE PUMPED &
FILLED WITH SAND
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Ma p 109
Parcel 15
37352± E,F,
0.86± AC,
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N 6 9 °58'35" E �-
150, 00'
3
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TANK
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6 $ ,�
OUTLET -3 OUTLET -2
.r INV=101.01 INV=10L0t
EXISTING
3 BEDROOM
ra HOUSE (#EB)
'" (Assumed)3,4
STRIM -
SEE NOTE 11
I
9- -� ?r 94
Beck
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6
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r
` 150, 00' �'�, ,. �!,
S 6 9 °58'35" W
Edgc, oP po ven;er;t fc,2,9
26'
15-4
12,5
r
41
7
01 s�
.,� 'w •sorra `_--__-_-
REST CREAT #r S'TE'RN RO,4,0
DRY WELL IS RECDMMENDED
FDR LOW PDINT— PLACED A
MINIMUM DF 25' FRDM S,A,E
Benchmark set
Conc, sonotube
E1,=96,45 (Assumed)
xg
PETER T,
9F McENTEE
o CIVIL
No, 35109
0FANN
TERRY
$ WARNER
No. 38721 he
-69
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 SERVICE.
8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 100' OF THE S.A.S.
9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR,
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S.
AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3).
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
PROPOSED SEPTIC SYSTEM
UPGRADE
LEGEND
WESTERN RD, SOUTH
YARMOUTH, MA
Prepared for: Larry Oneil, 28 W. Great
Western
Rd., So. Yarmouth, MA
Engineering by:
Engineering Mork
12 West Crossfield Rd
Forestdole, MA 02644
(508) 477-5313
Surveying by:
Terry l XamerF- S.
22 Long Road
Harwich, MA 02645
(508) 432-8309
SCALE
1 "=30
gy
PROPOSED CONTOUR
JOB. NO.
119-05
DATE
4/6/05
F9-91
PROPOSED SPOT GRADE
boa 31y
_._ 96
EXISTING CONTOUR
LOCUS
-Y 96,57
EXISTING SPOT GRADE
4- N
t Feat W�'
Cfo
O
Rd
a� �Y
TEST PIT
,nsorne
ROUTE 6
~-~- W " "
EXISTING WATER SERVICE
Whites Path
EXISTING TREE
QV
LACUS MAP N.T.S.
DRY WELL IS RECDMMENDED
FDR LOW PDINT— PLACED A
MINIMUM DF 25' FRDM S,A,E
Benchmark set
Conc, sonotube
E1,=96,45 (Assumed)
xg
PETER T,
9F McENTEE
o CIVIL
No, 35109
0FANN
TERRY
$ WARNER
No. 38721 he
-69
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 SERVICE.
8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 100' OF THE S.A.S.
9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR,
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S.
AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3).
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
PROPOSED SEPTIC SYSTEM
UPGRADE
28 W. GREAT
WESTERN RD, SOUTH
YARMOUTH, MA
Prepared for: Larry Oneil, 28 W. Great
Western
Rd., So. Yarmouth, MA
Engineering by:
Engineering Mork
12 West Crossfield Rd
Forestdole, MA 02644
(508) 477-5313
Surveying by:
Terry l XamerF- S.
22 Long Road
Harwich, MA 02645
(508) 432-8309
SCALE
1 "=30
DRAWN
P.T.M.
JOB. NO.
119-05
DATE
4/6/05
CHECKED
P.T.M.
SHEET N0.
1 Of
EXISTING F.G. EL: 100.1
INSTALL RISERS OVER INLET & OUTLET
L=36'(MAX.) TO WITHIN 6" OF FINISH GRADE
4" SCH 40 PVC
L =97'
�•� 4" SCH 40 PVC
La S= 2% (MIN.) Io
PROPOSED 14 @ S= 1/ (MIN.)
1500 GALLON INV. ELEV.=94.42
SEPTIC TANK
INV.EL: 98.25- I7 tNV.EL: 98.00
TALL INLET &OUTLET TEES
GAS BAFFLE TO BE INSTALLED ON
TIE IN TO THE THREE OUTLET TEE AS MANUFACTURED BY
EXISTING SEWER OUTLETS TUF-TITE, ZABEL, OR EQUAL
OUTSIDE THE HOUSE.
7 1/2•
T
45 1/2'
30 ill'
FILL SIDE KNOCK -OUTS
WITH MORTAR Tap View
3-4' DIA. INLET 5-4' DIA. OUTLETS
2'
._ ,_ Is•
8 6'
Sectlon
DISTRIBUTION BOX
N.T.S,
®®® 0 E0®®
rNE21 INVERT E3®®®®�
24' ER ®®®®0 Ea
KNOCKO
2NCOVER4" KNOC LIT 4" KNOCKO
SEPTIC TANK & 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).
SEPTIC SYSTEM PROFILE.
3"
62"
500 GALLON CAPACITY, H-10 LOADING
CHAMBERS
RT.4.
5'-8'
N.T,S.
Top View
4" Dia. Inlets 4" 4" Dia. Inlets
\ i I
5'
a
Section
1500 GALLON CAPACITY, H-10 LOADING
SEPTIC TANK
NT.S.
-4"
F.G. EL: 96.5±
SLOPE•
Or INSTALL RISER OD -BOX TO
GRADEI WITHIN 6' OF FINISH
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL:94.58
FOR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S.
. • ■ ► M 1
■ •• PERE. PVC DISTRIBUTION LINES
4" SCH • PVC
147- D T Zl� •i i•••i ii•G•i•'•irti ii•i•ii" •`" ilii i•-•il
''•vi�i� ilii%� �+ �iiii�'ii% �•iii���%%~~��
INV. ELEV. =94.18
BREAKOUT ELEV.=94.58
BOTTOM ELEV.=93.50
4' MIN. ABOVE BOTTOM OF
T.P. EXCAVATI❑N OR G.W.
HIGH G.W. ELI 89,5 -
40I[meT
DATE:
AaF
i c-'�
SOIL EVALUATOR: PETER
-8"
4'-7'
48" Liquid Level
4'
Elev.
TP— 1
4" 3"
95,50
a
Section
1500 GALLON CAPACITY, H-10 LOADING
SEPTIC TANK
NT.S.
-4"
F.G. EL: 96.5±
SLOPE•
Or INSTALL RISER OD -BOX TO
GRADEI WITHIN 6' OF FINISH
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL:94.58
FOR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S.
. • ■ ► M 1
■ •• PERE. PVC DISTRIBUTION LINES
4" SCH • PVC
147- D T Zl� •i i•••i ii•G•i•'•irti ii•i•ii" •`" ilii i•-•il
''•vi�i� ilii%� �+ �iiii�'ii% �•iii���%%~~��
INV. ELEV. =94.18
BREAKOUT ELEV.=94.58
BOTTOM ELEV.=93.50
4' MIN. ABOVE BOTTOM OF
T.P. EXCAVATI❑N OR G.W.
HIGH G.W. ELI 89,5 -
40I[meT
DATE:
AaF
i c-'�
SOIL EVALUATOR: PETER
I', McENTEE P.E.
INSPECTOR:
AMY VON
HONE R.S.
Elev.
TP— 1
depth
95,50
95.0
93.7
89.5
A LOAMY SAND
10YR 3/3
B LOAMY SAND
10YR 5/8
C1
FINE LOAMY SAND
AND SILT LOAM
5Y 6/4
(UNSUITABLE)
C2
MED. LOAMY SAND
2.5Y 6/3
(NO G W INFILTRATION
83.5 N "c2A HORIzoN) 144"
PERC RATE 5 MIN/IN. ("C2" HORIZON)
NO CORRECTION FOR
PERCHED WATER TABLE
ESTIMATED HIGH G.W. EL.=89.5
m
22"
SLOPE OF PERF, PIPE = 0.5%
36,0' EFFECTIVE LENGTH
SOIL ABSORPTION SYSTEM (PROFILE)
Kr.s.
12.5' EFFECTIVE WIDTH
SOIL ABSORPTIONSYSTEM (SECTION)
N.T,s
DESIGN CRITERIA
NUMBER OF BEDROOMS: 3 BEDROOMS
SOIL TYPE: CLASS I
DESIGN PERCOLATION RATE: 5 MIN./IN.
DAILY FLOW: 330 G.P.D.
DESIGN FLOW: 330 G.P.D.
GARBAGE GRINDER: NO
PROPOSED SEPTIC TANK: 1500 GAL/500 GAL
LEACHING AREA REQUIRED: (330) = 445.9 S.F.
.74
ENDS TO BE CAPPED
INV. EL.=94.00(END)
2' LAYER OF
1/8'-1/2' DOUBLE
WASHED STONE
3/4'-1 1/2' DOUBLE
WASHED ST.❑NE
o PETER T,
McENTEE
o CIVIL
No, 35109
00)"
12.5' X 36' LEACHING FIELD W/3 -DISTRIBUTION LINES
SIDEWALL AREA: (NOT APPLICABLE)
7� " PERCHED GW BOTTOM AREA = TOTAL AREA: 12.5' x 36.0' = 450.0 S.F.
DESIGN FLOW PROVIDED: 0.74(450.0) = 333.0 G.P.D.