HomeMy WebLinkAboutEngineered Plans - 2007QG �
k90
Q�.
Benchmark set
Right cor. cone. pad
El, =101.49 (Assumed)
EXISTING PITA
EXISTING TANK
TO BE PUMPED & TOP OF TANK, EL.=100,25
FILLED W/SAND INV.(OUT) EL.=9E3.90t
N 417 .0 8" E
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ti
I .. u9
t
o
Y l I 0.
- k -.---20
7
Lo
EXISTING ` 8
HOUSE (#24) o 0
TOF=102.26 �' w
(Assumed)
100.00'I .eY
S 39 01 '21 " W
PL YMOUTH
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GENERAL NOTES:
FSsgcti
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
LEGEND
LOCUS
3RY GAF
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
VN
Z
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
99
PROPOSED CONTOUR
a a
3a721
99
100.00'I .eY
S 39 01 '21 " W
PL YMOUTH
t
Lot 12
10,647± SF Benchmark se
Map 144 Tag .holt hydrant
Parcel 11.4 E1.=101.10 Assumed
PETER T.
MCENTEE
ROAD ca CIVIL n
No. 35109
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GENERAL NOTES:
FSsgcti
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
LEGEND
LOCUS
3RY GAF
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
VN
Z
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
99
PROPOSED CONTOUR
a a
3a721
99
PROPOSED SPOT GRADE
0
1) A 3' variance, S.A.S. to property line(side), for a 7' setback.
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3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
EXISTING CONTOUR
e4
DESIGN ENGINEER.
EXISTING SPOT GRADE
SET= 0
UCKET
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
1
TEST PIT
5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
BENCHMARK
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
--Y/--EXISTING
WATER SERVICE
7. WATER SUPPLY PROVIDED BY TOWN WATER.
8. THERE ARE NO ABUTTING WELLS LOCATED WITHIN 100' OF THE S.A.S.
LOCUS MAP N.T.S.
--
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
EXISTING GAS SERVICE
0. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
OCH. tT'.
EXISTING OVERHEAD WIRES
Yarmouth Health Depart-. ,.,'
1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
APPROVED
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.
Z
N me - _ Date i
Lot 12
10,647± SF Benchmark se
Map 144 Tag .holt hydrant
Parcel 11.4 E1.=101.10 Assumed
PETER T.
MCENTEE
ROAD ca CIVIL n
No. 35109
PROPOSED SEPTIC SYSTEM UPGRADE
24 PLYMOUTH ROAD, YARMOUTHPORT, MA
Prepared for: David Towers, 24 Plymouth Rd, Yarmouthport, MA 02675
Engineering by: Surveying by; SCALE DRAWN JOB, NO.
Engineering Works Terry A. Warner PJU 1 "=20' P.T.M. 166-07
23 Deer Hollow Road 22 Long Road DATE CHECKED SHEET N0.
Forestdole, MA 02644 Harwich, MA 02645
(508) 477-5313 1 (508) 432-8309 1 615/07 P.T.M. 1 of 2
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GENERAL NOTES:
FSsgcti
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
3RY GAF
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
VN
N
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
INER
LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW:
3a721
ff
—310 CMR 15.405(1)(a):
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1) A 3' variance, S.A.S. to property line(side), for a 7' setback.
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
1
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.
8. THERE ARE NO ABUTTING 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.
0. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
=HEALTHODE
CONSTRUCTION.
1. 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
24 PLYMOUTH ROAD, YARMOUTHPORT, MA
Prepared for: David Towers, 24 Plymouth Rd, Yarmouthport, MA 02675
Engineering by: Surveying by; SCALE DRAWN JOB, NO.
Engineering Works Terry A. Warner PJU 1 "=20' P.T.M. 166-07
23 Deer Hollow Road 22 Long Road DATE CHECKED SHEET N0.
Forestdole, MA 02644 Harwich, MA 02645
(508) 477-5313 1 (508) 432-8309 1 615/07 P.T.M. 1 of 2
TOP OF
FOUNDATION
(Existing) —
EXISTING —
86± (EXISTING)
EXISTING
EL, 100.7±(EXISTING)
INSTALL RISERS W/ COVERS TO WITHIN
6" OF FINISHED GRADE, AS REQUIRED
I o•1
1001 GL
0ALON 1
SEPTIC TANK
(SEE NOTE 12 —SHEET 1)
(3) 5" DIA.OUTLETS
15.5"
El
H-10 LOADING 2
D—BOX
n.T.o.
ONLY CONTACTOR CHAMBERS HAVE
OVERLAPPING INTERLOCKING RIBS ... —
SIMPLY PLACE THE FIRST RIB OF THE
ADDITIONAL UNITS OVER THE SMALLER
RIB AT THE END OF THE PRECEDING
CONTACTOR UNIT.
CONTACTOR CHAMBERS HAVE
HOMOGENOUSLY STRUCTURED
INTERGRATED SUPPORT WALLS
ON EVERY UNIT.
NOTE: CONTRACTOR MUST BE CERTIFIED BY CULTEC TO INSTALL THESE
UNITS, INSTALLATION SHALL BE CARRIED OUT IN STRICT CONFORMANCE
WITH MANUFACTURERS RECOMMENDATIONS.
STARTING UNIT
ADDITIONAL UNITS
IL 13.87— LENGTH FIRST 2 UNITS ---. 6.25 EACH ADDITIONAL UNIT -•1
CHAMBERS
N.T.B.
L = 36"
`4" SCH 40 PVC
0 S= 1% (MIN.)
INV.EL=98.90±
(EXISTING)
INV.EL=96.67
,r— F.G. EL.98.8t
L = 3,
4" SCH 40 PV(
S= 1 % (MIN.)
D—BO INV.EL.=96.20
PROVIDE
INLET TEE
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING
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).
3) INSTALL INLET & OUTLET TEES AS NEEDED.
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE.
SEPTIC SYSTEM PROFILE
N. T.S.
S.A.S. LAYOUT
µ.
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL:95.8
FOR A DISTANCE OF 15' AROUND THE
F.G. EL: 98.831 PERIMETER OF THE S.A.S.
MAX. COVER OVER S.A.S. = 36" \, MAINTAIN 2% MIN SLOPE OVER LEACHING AREA
BREAKOUT EL. = 95.80
PIPE INV. EL. = 95.30
EFF, DEPTH = 2'
BOTTOM S.A.S. EL,- 93.30
5' MIN. ABOVE BOTTOM OF
T.P. EXCAVATION OR G.W.
NO G.W. ENCOUNTERED -
BOTTOM OF TP, EL: 87.8
SOIL LOG
DATE: JUNE 7, 2007
SOIL EVALUATOR: PETER McENTEE CSE
WITNESS: PHILIP RENAUD
YARMOUTH HEALTH AGENT
Elev. TP 1`)Amol
98.8
A
0"
3 BEDROOMS
SANDY LOAM
CLASS I
DESIGN PERCOLATION RATE: 2 MIN./IN.
10YR 4/2
330 G.P.D.
98.3
6'
6
1000 GAL. (EXISTING)
LEACHING AREA REQUIRED: (330) - 445.9 S.F.
LOAMY SAND
USES RECHARGER 33OHD
UNITS BY CULTEC, INC
N -SIDEWALL
IOYR 5/8
+ 8.3') X 2' = 170.8 S.F.
96.3��
X 8.3' = 285.5 S.F.
30"
36"
456.3 S.F.
FINE SANDPERC
2.5Y 5/6
48"
93.8
60"
C2
M—C SAND
2.5Y 6/4
87.8
132"
PERC RATE: <2 MIN/IN ("C" HORIZONS)
NO GROUNDWATER ENCOUNTERED
SOIL ABSORPTION SYSTEM PROFILE
KTI&
2' 4.3' 2'
EFFECTIVE WIDTH = 8.3'
SOIL ABSORPTION SYSTEM SECTION
N.T.
--2" LAYER OF 1/8"-1/2"
DOUBLE WASHED STONE
(OR APPROVED FILTER FABRIC)
— 3/4"-1 1/2"
DOUBLE WASHED STONE
CHAMBERS ARE TO BE LAID
LEVEL ON A SAND BASE
DESIGN
CRITERIA
NUMBER OF BEDROOMS:
3 BEDROOMS
SOIL TEXTURAL CLASS:
CLASS I
DESIGN PERCOLATION RATE: 2 MIN./IN.
DAILY FLOW=DAILY FLOW:
330 G.P.D.
GARBAGE GRINDER: NO
SEPTIC TANK:
1000 GAL. (EXISTING)
LEACHING AREA REQUIRED: (330) - 445.9 S.F.
,74
USES RECHARGER 33OHD
UNITS BY CULTEC, INC
N -SIDEWALL
SIDEWALLAREA: 2(34.4'
+ 8.3') X 2' = 170.8 S.F.
BOTTOM AREA: 34.4'
X 8.3' = 285.5 S.F.
TOTAL AREA:
456.3 S.F.
DESIGN FLOW PROVIDED: 0.74(456.3) = 337.7 G.P.D.
PROPOSED SEPTIC SYSTEM UPGRADE
24 PLYMOUTH ROAD, YARMOUTHPORT, MA
Prepared for: David Towers, 24 Plymouth Rd, Yarmouthport, MA 02675
Engineering by: Surveying by: SCALE DRAWN JOB. NO.
EngineeringWorky Terry A. Warner P.L.S. NTS P.T.M. 166-07
23 Deer Hollow Road 22 Lang Road
Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO.
(508) 477-5313 (508) 432-8309 6/15/07 P.T,M. 2 Of 2