HomeMy WebLinkAbout83-1805 - Details 126
26
24
2:
21
1
1
'ERATION POINT:
AT 22.7• TDH
IX. 3.0' >2.5' O.K. NETWORK SYSTEM CURVE -
WITH 4" TRANSPORT PIPE -
AYERS 3WHV 3.0 BHP
6.0" IMP. DIAMETER
100 200 300 4 .,
Uu JO
CAPACITY -GPM »
')TEM CURVE WITH PUMP CURVE FOR MYERS 3WHV 3BHP 6.0 IMP. PUMP
C.I. RING & COVER
LEBARON LAO910 OR EQ. OVER
CLEANOUT TO GRADE.
TYPICAL WHERE INDICATED
AT ALL MAJOR BENDS & INTERSECTIONS
H-70 CAST IRON CO
]RST FLOOR VARIES
=L. 24-27± FLOOR ELEV'S
SEE SITE PLAN
2 cu
,CH40 _ 2' PVC RECYCLE LINE
AT 2%
CONC.
- s
1
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N
10"
Q
FIRST FLOOR VARIES EL. 23.8-27
5±
W/ GAS BAFFLE
6.5 BUI DI G 1
CONNECTION FROM BUILDING
WITH CLEANOUT TO GRADE (NP.)
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'ERATION POINT:
AT 22.7• TDH
IX. 3.0' >2.5' O.K. NETWORK SYSTEM CURVE -
WITH 4" TRANSPORT PIPE -
AYERS 3WHV 3.0 BHP
6.0" IMP. DIAMETER
100 200 300 4 .,
Uu JO
CAPACITY -GPM »
')TEM CURVE WITH PUMP CURVE FOR MYERS 3WHV 3BHP 6.0 IMP. PUMP
C.I. RING & COVER
LEBARON LAO910 OR EQ. OVER
CLEANOUT TO GRADE.
TYPICAL WHERE INDICATED
AT ALL MAJOR BENDS & INTERSECTIONS
H-70 CAST IRON CO
]RST FLOOR VARIES
=L. 24-27± FLOOR ELEV'S
SEE SITE PLAN
2 cu
,CH40 _ 2' PVC RECYCLE LINE
AT 2%
CONC.
- s
1
-27. MIN
15.30
15.40
SEWER
TH A
DATE: 9/24/03 2 PM
EVALUATOR: DANIEL A. OJALA PLS, SE
WITNESS: AMY VON HONE, RS (BOF
EXCAVATOR: REID ELLIS, ELLIS BROS.
DEPTH: ELEVATION:
0" 21.9
FILL
28" B 19.6
LS 10YR6/8
48" 17.9
BORT
Cl M/C SAN 807
1OYR5/6 AT 7
24 C
15% GRAVEL <9" AT
<2 MIN
120" 1 11.9
NO GROUNDWATER FOUND
�
00
LT 00
00
I �
NN
(D�
n 7
TYPICAL
VENT (CONNECT TO FIELD VENT) GATE VALVE
AND BOX
PVC
15.05 / II
14.95
9,000 GAL F.A.S.. READY 9,000 GAL P/C
SEPTIC TANK 11
PUMP
DUPLEX PUMPS
SEE DETAILS
MECHANICAL COMPACTION & 6" STONE (NP.) 310 CMR 15.228(1)/
REINF. CONC. PAD UNDER TUNNEL MOLD
TANK TO MANUF. SPECS. SEPTIC SYSTEM
SHORING OF EXCAVATION
MAY BE REQUIRED. RESPONSIBILITY OF CONTRACTOR NOT TO SCALE
TO MAINTAIN PUBLIC AND BUILDING SAFETY
. VALVE BOX
FINISH GRADE
SAWCUT & MATCH PAVEMENT WHERE REQ.
SEE PAVEMENT SECTION
(5) GATE VALVES
WITH COVERS TO GRADE
SEE DETAILS i 1
12" PERF. HDPE /
PUMP OUT WELL
TO SAND AT BOTTOM L.F.
INSPECTION PORT DETAIL
PROVIDE
CHARCOAL INSPECTION PORT SEE DETAIL
FILTER ON VENTS /
MATCH PA MENT WHERE REQ. 1
ELEVATION VARIES: 23.5'± MAX. TO EL. 25.0±'
CLEANOUT DETAIL:
VENT FOR EACH BANK OF LATERALS.
PITCH BACK TO SAS AT
.005 FT./FT. MIN.
CONSTRUCT VERTICAL SECTION
OF SCH80 (GRAY) 4" PVC PIPE
PROVIDE INSECT SCREEN.
LUG
PROPOSED F�
A mSGHAo 9817 S PRESSURE DOSED LEACHING FIELD
ELEV. 17.0±
V.I.F. 19.0±
14.70± EL 10 THBI
INVERT OF LATERALS LEVEL AT EL 21.67 NO GROUNDWATER FOUND
BOTTOM OF REMOVAL TO ELEV. 17.0±. SEE LOGS, DEPTH MAY
VARY WITH THE ORIGINAL GROUND SURFACE ELEVATION.
ENGINEER TO INSPEC:r S011 REMOVAL -
REPLACE WITH CLEAN MEDIUM SAND 310CMR 15.255 (3).
QUOTE ADDITIONAL MATERIAL AT COST PER
5' REMOVAL OF UNSUITABLE SOILS REQUIRED.
REMOVE TO THE BOTTOM OF THE B LAYER SHOWN
ON TEST HOLE LOGS. THE DEPTH OF FILL AND
UNSUITABLE MATERIAL MAY VARY, ENGINEER TO
INSPECT AND CERTIFY THE REMOVAL.
QUOTE
CUBIC YAARDLIN EC SAE REQUIRED.
REPLACE AT COST
0000
00
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X
0-
L) -
L)
GVtlll.TO CORDINATE
IHRU Iry v+oi. .•���`��
INSPECTION SCHEDULE: 24THR. NOTICE REQUIRED. INSPECTIONS
1. OWNERS ENGINEER TO INSPECT UNSUITABLE SOIL REMOVAL PRIOR TO THE PLACEMENT OF THE CLEAN SAND FILL.
2. OWNERS ENGINEER TO INSPECT WHEN CLEAN FILL HAS BEEN BROUGHT IN. BOTTOM OF LEACHING FIELD ELEVATION
IS TO BE CERTIFIED PRIOR TO THE PLACEMENT OF THE DOUBLE WASHED STONE.
3. OWNERS ENGINEER TO INSPECT THE DOUBLE WASHED STONE TO ENSURE IT IS FREE OF DUST AND FINES.
4, ENGINEER TO INSPECT THE SHOP DRILLED ORIFICES TO ENSURE BURRS HAVE BEEN REMOVED FROM LATERALS.
5. ENGINEER TO INSPECT TANKS TO ENSURE WATERPROOF.
6. PROPER FUNCTIONING OF THE PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER
TESTING PRIOR TO BACKFILLING THE SS FIELD.
7. AN AS -BUILT PLAN WITH INVERT ELEVATIONS AND FIELD LOCATION IS TO BE PREPARED FOR THE TOWN BY THE
OWNERS ENGINEER.BE
8. ALL SITE WORK. INCLUDING CLEARING. INAGE ETC.
PECTED
ERS
9. ALL WATER WORK TO CONFORM TO YARMOUTHREGULATIONSBASE,G, GRAVEL
REGULATIONSAND PAVEMENT,
S- ALL WORKOTO BE SINSPECTTEDYANNDNTESTED GIN
Wcq
N
10"
Q
N
15,000 GAL ST 34"
SEPTIC TANK
W/ GAS BAFFLE
-27. MIN
15.30
15.40
SEWER
TH A
DATE: 9/24/03 2 PM
EVALUATOR: DANIEL A. OJALA PLS, SE
WITNESS: AMY VON HONE, RS (BOF
EXCAVATOR: REID ELLIS, ELLIS BROS.
DEPTH: ELEVATION:
0" 21.9
FILL
28" B 19.6
LS 10YR6/8
48" 17.9
BORT
Cl M/C SAN 807
1OYR5/6 AT 7
24 C
15% GRAVEL <9" AT
<2 MIN
120" 1 11.9
NO GROUNDWATER FOUND
�
00
LT 00
00
I �
NN
(D�
n 7
TYPICAL
VENT (CONNECT TO FIELD VENT) GATE VALVE
AND BOX
PVC
15.05 / II
14.95
9,000 GAL F.A.S.. READY 9,000 GAL P/C
SEPTIC TANK 11
PUMP
DUPLEX PUMPS
SEE DETAILS
MECHANICAL COMPACTION & 6" STONE (NP.) 310 CMR 15.228(1)/
REINF. CONC. PAD UNDER TUNNEL MOLD
TANK TO MANUF. SPECS. SEPTIC SYSTEM
SHORING OF EXCAVATION
MAY BE REQUIRED. RESPONSIBILITY OF CONTRACTOR NOT TO SCALE
TO MAINTAIN PUBLIC AND BUILDING SAFETY
. VALVE BOX
FINISH GRADE
SAWCUT & MATCH PAVEMENT WHERE REQ.
SEE PAVEMENT SECTION
(5) GATE VALVES
WITH COVERS TO GRADE
SEE DETAILS i 1
12" PERF. HDPE /
PUMP OUT WELL
TO SAND AT BOTTOM L.F.
INSPECTION PORT DETAIL
PROVIDE
CHARCOAL INSPECTION PORT SEE DETAIL
FILTER ON VENTS /
MATCH PA MENT WHERE REQ. 1
ELEVATION VARIES: 23.5'± MAX. TO EL. 25.0±'
CLEANOUT DETAIL:
VENT FOR EACH BANK OF LATERALS.
PITCH BACK TO SAS AT
.005 FT./FT. MIN.
CONSTRUCT VERTICAL SECTION
OF SCH80 (GRAY) 4" PVC PIPE
PROVIDE INSECT SCREEN.
LUG
PROPOSED F�
A mSGHAo 9817 S PRESSURE DOSED LEACHING FIELD
ELEV. 17.0±
V.I.F. 19.0±
14.70± EL 10 THBI
INVERT OF LATERALS LEVEL AT EL 21.67 NO GROUNDWATER FOUND
BOTTOM OF REMOVAL TO ELEV. 17.0±. SEE LOGS, DEPTH MAY
VARY WITH THE ORIGINAL GROUND SURFACE ELEVATION.
ENGINEER TO INSPEC:r S011 REMOVAL -
REPLACE WITH CLEAN MEDIUM SAND 310CMR 15.255 (3).
QUOTE ADDITIONAL MATERIAL AT COST PER
5' REMOVAL OF UNSUITABLE SOILS REQUIRED.
REMOVE TO THE BOTTOM OF THE B LAYER SHOWN
ON TEST HOLE LOGS. THE DEPTH OF FILL AND
UNSUITABLE MATERIAL MAY VARY, ENGINEER TO
INSPECT AND CERTIFY THE REMOVAL.
QUOTE
CUBIC YAARDLIN EC SAE REQUIRED.
REPLACE AT COST
0000
00
u) if)
X
0-
L) -
L)
GVtlll.TO CORDINATE
IHRU Iry v+oi. .•���`��
INSPECTION SCHEDULE: 24THR. NOTICE REQUIRED. INSPECTIONS
1. OWNERS ENGINEER TO INSPECT UNSUITABLE SOIL REMOVAL PRIOR TO THE PLACEMENT OF THE CLEAN SAND FILL.
2. OWNERS ENGINEER TO INSPECT WHEN CLEAN FILL HAS BEEN BROUGHT IN. BOTTOM OF LEACHING FIELD ELEVATION
IS TO BE CERTIFIED PRIOR TO THE PLACEMENT OF THE DOUBLE WASHED STONE.
3. OWNERS ENGINEER TO INSPECT THE DOUBLE WASHED STONE TO ENSURE IT IS FREE OF DUST AND FINES.
4, ENGINEER TO INSPECT THE SHOP DRILLED ORIFICES TO ENSURE BURRS HAVE BEEN REMOVED FROM LATERALS.
5. ENGINEER TO INSPECT TANKS TO ENSURE WATERPROOF.
6. PROPER FUNCTIONING OF THE PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER
TESTING PRIOR TO BACKFILLING THE SS FIELD.
7. AN AS -BUILT PLAN WITH INVERT ELEVATIONS AND FIELD LOCATION IS TO BE PREPARED FOR THE TOWN BY THE
OWNERS ENGINEER.BE
8. ALL SITE WORK. INCLUDING CLEARING. INAGE ETC.
PECTED
ERS
9. ALL WATER WORK TO CONFORM TO YARMOUTHREGULATIONSBASE,G, GRAVEL
REGULATIONSAND PAVEMENT,
S- ALL WORKOTO BE SINSPECTTEDYANNDNTESTED GIN
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SHEET 4 OF 7
03-244