HomeMy WebLinkAbout83-1805 - Detail Sheet 1 Site PlanSYSTEM OPERATION POINT:
187 GPM AT 22.7' TDH
IDP APPROX. 3.0' >2.5' O.K.
40
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26
24
2'
3
1
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NETWORK SYSTEM CURVE
WITH 4' TRANSPORT PIPE
LAYERS 3WHV 3.0 BHP
6.0" IMP. DIAMETER
0
100 200 300 400 500
CAPACITY - GPM
SYSTEM CURVE WITH PUMP CURVE FOR MYERS 3WHV 313HP 6.0" IMP. PUMP
FIRST FLOOR VARIES
EL. 24-27± FLOOR ELEV'S
SEE SITE PLAN
AT 2%
VARY
03-244
8" SDR35 &
AT 0.67, &
C.I. RING & COVER
LEBARON LA0910 OR EQ. OVER
CLEANOUT TO GRADE.
TYPICAL WHERE INDICATED
AT ALL MAJOR BENDS & INTERSECTIONS
H-20 CAST IRON CC
z CU FT
_�Z2' PVC RECYCLE LINE
CONC.
S=2% MIN
-140 10" 15.30
15.40
15.65 15,000 GAL ST 34"
SEPTIC TANK
W/ GAS BAFFLE
SEWER
TH A
DATE: 9/24/03 2 PM
EVALUATOR: DANIEL A. OJALA PLS, SE
WITNESS: AMY VON HONE, RS (B01
EXCAVATOR: REID ELLIS, ELLIS BROS.
DEPTH: ELEVATION:
0" r1 21.9
FILL
28" B 19.6
LS 10YR6/8
48" 17.9
n BOT(
Cl M/C SAN LJ PER(
1 OYR5/6 AT 7
24
15% GRAVEL <9" AT
<2 MIN
120" 1 1 11.9
NO GROUNDWATER FOUND
9,000 GAL F.A.S.T. READY
SEPTIC TANK
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00
Lon
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o
VENT (CONNECT TO FIELD VENT)
PVC
TO FINISH GRADE
SAWCUT & MATCH PAVEMENT WHERE REQ.
TYPICAL SEE PAVEMENT SECTION
GATE VALVE SAWCUT &
AND BOX
(5) GATE VALVES 5' MIN
WITH COVERS TO GRADE
SEE DETAILS I S
9,000 GAL P/C
PUMP
DUPLEX PUMPS
SEE DETAILS
I 'l --l" O'u -., - - /./
MECHANICAL COMPACTION & 6" STONE (TYP.) 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
ELEV. 17.0±
V.I.F.
12" PERF. HDPE /
PUMP OUT WELL
TO SAND AT BOTTOM L.F.
INSPECTION PORT DETAIL
PROVIDE
CHARCOAL INSPECTION PORT SEE DETAIL
FILTER ON VENTS
NT WHERE REQ. ,
LATCH EXISTING GRADES OVER NEW LEACHING
ELEVATION VARIES: 23.5'± MAX. TO EL, 25.0±'
PRESSURE
`INVERT OF LATERALS LEVEL AT EL 21.67
BOTTOM OF REMOVAL TO ELEV. 17.0±. SEE LOGS, DEPTH MAY
VARY WITH THE ORIGINAL GROUND SURFACE ELEVATION.
REPLACE WITH CLEAN MEDIUM SAND 310CMR 15.255 (3).
QUOTE ADDITIONAL MATERIAL AT COST PER ^"o.^ vecn w recr Rc'oIIIRFD_
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 ADDITIONAL REMOVE/REPLACE AT COST
PER CUBIC YARD IN CASE REQUIRED.
90' ELECTICAL CONDUIT SWEEP
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.
EL. 22.0 \ PI AAM v IT cFF ncTeu (TVP
FIELD ~�
0
EL. 10 TH B
NO GROUNDWATER FOUND
TO COORDINATE
INSPECTION SCHEDULE: 24 INSTHRI. ENOTIICE REQUIRED. INSPECTIONS
1. OVTNERS 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. ENG'NEER 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 BACKRLUNG THE SAS FIELD.
7. AN AS -BUILT PLAN N".TH INVERT ELEVATIONS AND FIELD LOCATION IS TO BE PREPARED FOR THE TOWN BY THE
OWNERS ENGINEER.
B. ALL SRE WORK, INCLUDING CLEARING, GRUBBING, GRAVEL BASE, PAVEMENT, DRAINAGE ETC. TO BE INSPECTED BY OWNERS ENGINEER.
9. ALL WATER WORK TO CONFORM TO YARMOUTH REGULATIONS AND SPECIFICATIONS- ALL WORK TO BE INSPECTED AND TESTED.
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FIRST FLOOR VARIES EL. 23.8-27
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NETWORK SYSTEM CURVE
WITH 4' TRANSPORT PIPE
LAYERS 3WHV 3.0 BHP
6.0" IMP. DIAMETER
0
100 200 300 400 500
CAPACITY - GPM
SYSTEM CURVE WITH PUMP CURVE FOR MYERS 3WHV 313HP 6.0" IMP. PUMP
FIRST FLOOR VARIES
EL. 24-27± FLOOR ELEV'S
SEE SITE PLAN
AT 2%
VARY
03-244
8" SDR35 &
AT 0.67, &
C.I. RING & COVER
LEBARON LA0910 OR EQ. OVER
CLEANOUT TO GRADE.
TYPICAL WHERE INDICATED
AT ALL MAJOR BENDS & INTERSECTIONS
H-20 CAST IRON CC
z CU FT
_�Z2' PVC RECYCLE LINE
CONC.
S=2% MIN
-140 10" 15.30
15.40
15.65 15,000 GAL ST 34"
SEPTIC TANK
W/ GAS BAFFLE
SEWER
TH A
DATE: 9/24/03 2 PM
EVALUATOR: DANIEL A. OJALA PLS, SE
WITNESS: AMY VON HONE, RS (B01
EXCAVATOR: REID ELLIS, ELLIS BROS.
DEPTH: ELEVATION:
0" r1 21.9
FILL
28" B 19.6
LS 10YR6/8
48" 17.9
n BOT(
Cl M/C SAN LJ PER(
1 OYR5/6 AT 7
24
15% GRAVEL <9" AT
<2 MIN
120" 1 1 11.9
NO GROUNDWATER FOUND
9,000 GAL F.A.S.T. READY
SEPTIC TANK
�0
Lo
�0)
I 0)
Nl M
oO 00
00
Lon
X
0
o
VENT (CONNECT TO FIELD VENT)
PVC
TO FINISH GRADE
SAWCUT & MATCH PAVEMENT WHERE REQ.
TYPICAL SEE PAVEMENT SECTION
GATE VALVE SAWCUT &
AND BOX
(5) GATE VALVES 5' MIN
WITH COVERS TO GRADE
SEE DETAILS I S
9,000 GAL P/C
PUMP
DUPLEX PUMPS
SEE DETAILS
I 'l --l" O'u -., - - /./
MECHANICAL COMPACTION & 6" STONE (TYP.) 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
ELEV. 17.0±
V.I.F.
12" PERF. HDPE /
PUMP OUT WELL
TO SAND AT BOTTOM L.F.
INSPECTION PORT DETAIL
PROVIDE
CHARCOAL INSPECTION PORT SEE DETAIL
FILTER ON VENTS
NT WHERE REQ. ,
LATCH EXISTING GRADES OVER NEW LEACHING
ELEVATION VARIES: 23.5'± MAX. TO EL, 25.0±'
PRESSURE
`INVERT OF LATERALS LEVEL AT EL 21.67
BOTTOM OF REMOVAL TO ELEV. 17.0±. SEE LOGS, DEPTH MAY
VARY WITH THE ORIGINAL GROUND SURFACE ELEVATION.
REPLACE WITH CLEAN MEDIUM SAND 310CMR 15.255 (3).
QUOTE ADDITIONAL MATERIAL AT COST PER ^"o.^ vecn w recr Rc'oIIIRFD_
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 ADDITIONAL REMOVE/REPLACE AT COST
PER CUBIC YARD IN CASE REQUIRED.
90' ELECTICAL CONDUIT SWEEP
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.
EL. 22.0 \ PI AAM v IT cFF ncTeu (TVP
FIELD ~�
0
EL. 10 TH B
NO GROUNDWATER FOUND
TO COORDINATE
INSPECTION SCHEDULE: 24 INSTHRI. ENOTIICE REQUIRED. INSPECTIONS
1. OVTNERS 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. ENG'NEER 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 BACKRLUNG THE SAS FIELD.
7. AN AS -BUILT PLAN N".TH INVERT ELEVATIONS AND FIELD LOCATION IS TO BE PREPARED FOR THE TOWN BY THE
OWNERS ENGINEER.
B. ALL SRE WORK, INCLUDING CLEARING, GRUBBING, GRAVEL BASE, PAVEMENT, DRAINAGE ETC. TO BE INSPECTED BY OWNERS ENGINEER.
9. ALL WATER WORK TO CONFORM TO YARMOUTH REGULATIONS AND SPECIFICATIONS- ALL WORK TO BE INSPECTED AND TESTED.
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SHEET 4 OF 7
03-244