Project_Drawings.pdf

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CG-6

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JONATHAN COOPER DD.BK.787, PG.431 ASSESSORS MAP 271 PARCEL 52

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BARBARA SEWARD DD.BK.1167, PG.265 ASSESSORS MAP 271 PARCEL 54

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LEAH LITTLEFIELD DD.BK. 670, PG. 545 ASSESSORS MAP 271 PARCEL 56

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LARSEN LANE LLC ASSESSORS MAP 271 PARCEL 57

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SALTWATER VIEW REALTY TRUST ASSESSORS MAP 271 PARCEL 60

AutoCAD SHX Text B&D LEWIS FAMILY LIMITED PARTNERSHIP DD.BK.629, PG. 479 ASSESSORS MAP 271 PARCEL 76

AutoCAD SHX Text B&D LEWIS FAMILY LIMITED PARTNERSHIP DD.BK.629, PG. 479 ASSESSORS MAP 271 PARCEL 77

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GEOFFREY COWAN CTF.12548 ASSESSORS MAP 271 PARCEL 80

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APPROXIMATE PROPERTY LINE

AutoCAD SHX Text CONTRACTOR MUST CUT CAP & ABANDON ALL PIPING ASSOCIATED WITH EXISTING SEWAGE DISPOSAL SYSTEM. EXISTING TANKS TO BE PUMPED AND ABANDONED AS REQUIRED BY TITLE V REGULATIONS.

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LIMITS OF PAVEMENT REMOVAL

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INV. A=16.9±

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INV. B=17.2±

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SITE BENCHMARK: MAG NAIL SET IN PVMT. EL.=18.40 (NAVD1988)

AutoCAD SHX Text C.O.

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TOP OF COASTAL BANK

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EDGE OF PAVEMENT W/ BERM

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CHLORINATION CHAMBER

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WF-4

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WF-3

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WF-2

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GREEN POND (FRESH WATER)

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EDGE OF PAVEMENT W/BERM

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TOP OF COASTAL BANK

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WF-5

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50' FROM TOP OF COASTAL BANK

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50' FROM EDGE OF FLAGGED WETLAND

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EDGE OF FLAGGED WETLAND

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WF-1

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WF-7

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WF-6

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FLOOD ZONE AE EL. 12

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GC

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GC

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GC

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FLAG POLE

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BELL

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GC

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APPROX. EDGE OF POND

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HEADWALL

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10" CEDAR

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ET

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EXISTING STATION BUILDING T.O.F. EL.=21.9±

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TIMBER WALL

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TIMBER WALL

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SIGN

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EXIST SEWER MANHOLE RIM EL.=20.4±

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50' FROM TOP OF COASTAL BANK

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EX. INV. C

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CONC. WALK

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THRESHOLD EL.=21.2±

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EXISTING BARRACKS BUILDING

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PARKING AREA

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SHED

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UGE

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EDGE OF PAVEMENT

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FLOOD ZONE AE EL. 12

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WF-10

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WF-9

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WF-8

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EDGE OF LAWN

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WF-11

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EDGE OF FLAGGED WETLAND

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WF-12

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TOP COASTAL OF BANK

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FLOOD ZONE AE EL. 12

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WF-16

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WF-15

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WF-14

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WF-13

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FUEL TANK

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SHED

AutoCAD SHX Text EXISTING SEWAGE DISPOSAL SYSTEM COMPONENTS TO BE PUMPED AND FILLED WITH CLEAN SAND OR CONCRETE. ALL RISERS AND MANHOLES TO BE REMOVED.

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CG-8

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CG-5

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DOH#1

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DOH#3

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DOH#2

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DOH#4

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CG-4

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CG-9

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* ABANDONED SEPTIC TANK

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* ABANDONED LEACHING POOL & LEACHING FIELD

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LIMIT OF WORK/ SEDIMENTATION BARRIER (TYP.)

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CG-1

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CG-8

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CG-9

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CG-4

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CG-2

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CG-3

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CG-6

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JONATHAN COOPER DD.BK.787, PG.431 ASSESSORS MAP 271 PARCEL 52

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BARBARA SEWARD DD.BK.1167, PG.265 ASSESSORS MAP 271 PARCEL 54

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LEAH LITTLEFIELD DD.BK. 670, PG. 545 ASSESSORS MAP 271 PARCEL 56

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LARSEN LANE LLC ASSESSORS MAP 271 PARCEL 57

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SALTWATER VIEW REALTY TRUST ASSESSORS MAP 271 PARCEL 60

AutoCAD SHX Text B&D LEWIS FAMILY LIMITED PARTNERSHIP DD.BK.629, PG. 479 ASSESSORS MAP 271 PARCEL 76

AutoCAD SHX Text B&D LEWIS FAMILY LIMITED PARTNERSHIP DD.BK.629, PG. 479 ASSESSORS MAP 271 PARCEL 77

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GEOFFREY COWAN CTF.12548 ASSESSORS MAP 271 PARCEL 80

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APPROXIMATE PROPERTY LINE

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TOP OF COASTAL BANK

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EDGE OF PAVEMENT W/ BERM

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CHLORINATION CHAMBER

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WF-4

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WF-3

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WF-2

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GREEN POND (FRESH WATER)

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EDGE OF PAVEMENT W/BERM

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TOP OF COASTAL BANK

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WF-5

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50' FROM TOP OF COASTAL BANK

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50' FROM EDGE OF FLAGGED WETLAND

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EDGE OF FLAGGED WETLAND

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WF-1

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WF-7

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WF-6

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FLOOD ZONE AE EL. 12

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GC

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GC

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GC

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FLAG POLE

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BELL

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GC

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APPROX. EDGE OF POND

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HEADWALL

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10" CEDAR

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ET

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EXISTING STATION BUILDING T.O.F. EL.=21.9±

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TIMBER WALL

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TIMBER WALL

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SIGN

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EXIST SEWER MANHOLE RIM EL.=20.4±

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50' FROM TOP OF COASTAL BANK

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EX. INV. C

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CONC. WALK

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THRESHOLD EL.=21.2±

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EXISTING BARRACKS BUILDING

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PARKING AREA

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SHED

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UGE

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EDGE OF PAVEMENT

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FLOOD ZONE AE EL. 12

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WF-10

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WF-9

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WF-8

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EDGE OF LAWN

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WF-11

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EDGE OF FLAGGED WETLAND

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WF-12

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TOP COASTAL OF BANK

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FLOOD ZONE AE EL. 12

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WF-16

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WF-15

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WF-14

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WF-13

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FUEL TANK

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SHED

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AutoCAD SHX Text C.O.

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SITE BENCHMARK: MAG NAIL SET IN PVMT. EL.=18.40 (NAVD1988)

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INV. B=17.2±

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INV. A=16.9±

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LIMITS OF PAVEMENT REMOVAL

AutoCAD SHX Text ALL PIPING (OTHER THAN SOIL (OTHER THAN SOIL ABSORPTION SYSTEM PIPING) SHALL BE CUT, CAPPED AND ABANDONED.

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PROPOSED LIMIT OF WORK/ SEDIMENTATION BARRIER

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CG-8

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CG-5

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DOH#1

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DOH#3

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DOH#2

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DOH#4

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CG-4

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CG-9

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ALL STRUCTURES TO BE REMOVED (TYP.)

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** ABANDONED SEPTIC TANK

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** ABANDONED LEACHING POOL & LEACHING FIELD

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LIMIT OF WORK/ SEDIMENTATION BARRIER (TYP.)

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SCALE:

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VICINITY MAP

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NONE

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SCALE:

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LOCATION MAP

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NONE

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MARTHA'S

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VINEYARD

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BUZZARDS BAY

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%%UATLANTIC

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%%UOCEAN

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PROVIDENCE

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BOSTON

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MENEMSHA

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WOODS HOLE

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FALMOUTH

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CAPE COD BAY

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MASSACHUSETTS BAY

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VINEYARD SOUND

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BUZZARDS BAY

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MARTHA'S

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VINEYARD

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STATION MENEMSHA

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GAY HEAD

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LIGHT

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VINEYARD

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HAVEN

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WOODS HOLE

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CHILMARK

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MENEMSHA POND

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PLAN VIEW

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PLAN

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NORTH

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%%UPROPOSED

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LIMIT OF WORK/ SEDIMENTATION BARRIER

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CLEAN OUT

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%%UEXISTING

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%%ULEGEND

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CONTOUR

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ELECTRIC LINE

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WATER LINE

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UTILITY POLE

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FENCE

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GAS VALVE

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HYDRANT

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WATER VALVE

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WV

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GV

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SEWER MANHOLE

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CATCH BASIN

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BOUND

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EDGE OF WETLAND

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WETLAND FLAG

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ELECTRIC METER

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EM

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CG-1

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PAVEMENT SAWCUT

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BOREHOLE SOIL LOG LOCATIONS

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(CEC 12-16-16)

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DEEP OBSERVATION HOLE LOCATION

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DOH#1

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(PERFORMED BY CEC 02-09-17)

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AutoCAD SHX Text 5-24-18

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NO REVISIONS TO THIS SHEET

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UPDATE NOTES & ADJUST L.O.W.

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AutoCAD SHX Text 6-22-18

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ADD ABANDONED GREYWATER SYS

AutoCAD SHX Text P8374017d02

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PMJ

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PMJ

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PMJ

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SMR

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CIVIL

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DEMOLITION PLAN

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ENGINEERING UNIT

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PROVIDENCE

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CIVIL

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EDWARD ROWSE ARCHITECTS

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EAST PROVIDENCE, RHODE ISLAND

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U. S. COAST GUARD

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CIVIL ENGINEERING UNIT

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PROVIDENCE

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USCG. CEU PROVIDENCE

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475 KILVERT STREET, SUITE 100

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WARWICK, RI 02886

AutoCAD SHX Text 15030.16.005

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AS SHOWN

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REPLACE SEPTIC SYSTEM

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CG STA MENEMSHA

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CHILMARK

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MA

AutoCAD SHX Text M. Andrews

AutoCAD SHX Text D. Glass

AutoCAD SHX Text A. Jacobs

AutoCAD SHX Text A. A. Jacobs, By Direction

AutoCAD SHX Text 8374017

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CONSULTANTS

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REVIEWED BY:

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TECH. DIRECTOR

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DATE

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DRAWING NUMBER

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SHEET OF

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REVIEWED BY:

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PROJECT ARCH.

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APPROVING OFFICER

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PROJECT NUMBER

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DISCIPLINE/SHT NO

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REVIEWED BY:

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BRANCH CHIEF

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CHECKED BY:

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EDITED BY:

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DRAWN BY:

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DESIGNED BY:

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A/E PROJECT NO:

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CAD FILE NAME:

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SHEET TITLE

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SCALE:

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MARK

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ISSUE

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DESCRIPTION

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DATE

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%%UDEMO PLAN - OPTION A

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AutoCAD SHX Text (ALL STRUCTURES SHALL HAVE TANK BOTTOMS RUPTURED AND FILLED WITH CLEAN SAND OR CONCRETE. ALL RISERS AND MANHOLES SHALL BE REMOVED AND SURFACES SHALL BE RESTORED TO MATCH EXISTING SURFACES.)

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PLAN VIEW

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PLAN

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NORTH

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%%UDEMO PLAN - OPTION B

AutoCAD SHX Text (ALL STRUCTURES INCLUDING THE SEPTIC TANK, PUMP CHAMBER, MANHOLES, DISTRIBUTION BOX, SIPHON CHAMBER, CHLORINATION CHAMBER AND SOIL ABSORPTION SYSTEM COMPONENTS ALONG WITH CONTAMINATED SOIL SHALL BE REMOVED FROM THE GROUND, BACKFILLED AND RESTORED TO MATCH EXISTING SURFACES)

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* APPROXIMATE LOCATION OF GREYWATER SYSTEM AS SHOWN ON 10-2-1978 PLANS AS "ABANDONED". CONTRACTOR TO FIELD VERIFY LOCATION OF TANK & FIELD AND CONFIRM CONTINUED USE OF THIS SYSTEM SERVING THE LOWER LEVEL LAUNDRY ROOM BY WATER TEST. ONCE CONFIRMED, TANK & FIELD ARE TO BE CUT, CAPPED & ABANDONED AS STATED BELOW. SEE PLUMBING PLANS FOR RE-ROUTING OF LAUNDRY PLUMBING.

AutoCAD SHX Text ** APPROXIMATE LOCATION OF GREYWATER SYSTEM AS SHOWN ON 10-2-1978 PLANS AS "ABANDONED". CONTRACTOR TO FIELD VERIFY LOCATION OF TANK & FIELD AND CONFIRM CONTINUED USE OF THIS SYSTEM SERVING THE LOWER LEVEL LAUNDRY ROOM BY WATER TEST. ONCE CONFIRMED, TANK & FIELD SHALL BE REMOVED FROM THE GROUND AS STATED BELOW. SEE PLUMBING PLANS FOR RE-ROUTING OF LAUNDRY PLUMBING.

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CG-1

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CG-8

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CG-9

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CG-7

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CG-5

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CG-4

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CG-2

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CG-3

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CG-6

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JONATHAN COOPER DD.BK.787, PG.431 ASSESSORS MAP 271 PARCEL 52

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BARBARA SEWARD DD.BK.1167, PG.265 ASSESSORS MAP 271 PARCEL 54

AutoCAD SHX Text

LEAH LITTLEFIELD DD.BK. 670, PG. 545 ASSESSORS MAP 271 PARCEL 56

AutoCAD SHX Text

LARSEN LANE LLC ASSESSORS MAP 271 PARCEL 57

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SALTWATER VIEW REALTY TRUST ASSESSORS MAP 271 PARCEL 60

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RUTH GILMOUR TRUST ASSESSORS MAP 271 PARCEL 61

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T&M JENSEN REV. TRUST DD.BK. 1188, PG. 731 ASSESSORS MAP 271 PARCEL 73

AutoCAD SHX Text B&D LEWIS FAMILY LIMITED PARTNERSHIP DD.BK.629, PG. 479 ASSESSORS MAP 271 PARCEL 76

AutoCAD SHX Text B&D LEWIS FAMILY LIMITED PARTNERSHIP DD.BK.629, PG. 479 ASSESSORS MAP 271 PARCEL 77

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GEOFFREY COWAN CTF.12548 ASSESSORS MAP 271 PARCEL 80

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SWORDFISH ENTERPRISES LLC DD.BK.1169, PG.356 ASSESSORS MAP 271 PARCEL 85

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PROPOSED 1,000 GALLON GREASE TRAP (H-20)

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EXIST SEWER MANHOLE RIM EL.=20.4±

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GREEN POND (FRESH WATER)

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EDGE OF PAVEMENT

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SIGN

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TIMBER WALL

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TIMBER WALL

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CHLORINATION CHAMBER

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EXISTING STATION BUILDING T.O.F. EL.=21.9±

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UGE

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SHED

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PARKING AREA

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SHED

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EXISTING BARRACKS BUILDING

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THRESHOLD EL.=21.2±

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CONC. WALK

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ET

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10" CEDAR

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HEADWALL

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EDGE OF LAWN

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APPROX. EDGE OF POND

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EDGE OF PAVEMENT W/ BERM

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EDGE OF PAVEMENT W/BERM

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GC

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BELL

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FLAG POLE

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GC

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GC

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GC

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FUEL TANK

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FLOOD ZONE AE EL. 12

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WF-1

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WF-16

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EDGE OF FLAGGED WETLAND

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EDGE OF FLAGGED WETLAND

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FLOOD ZONE AE EL. 12

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TOP COASTAL OF BANK

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TOP OF COASTAL BANK

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50' FROM EDGE OF FLAGGED WETLAND

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50' FROM TOP OF COASTAL BANK

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APPROXIMATE PROPERTY LINE

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APPROXIMATE PROPERTY LINE

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APPROXIMATE PROPERTY LINE

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EX. INV. C

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FLOOD ZONE AE EL. 12

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SITE BENCHMARK: MAG NAIL SET IN PVMT. EL.=18.40 (NAVD1988)

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TOP OF COASTAL BANK

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PROPOSED HYDRAULIC UNIT

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1.5" (S=0.5% MIN)

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1" RETURN

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1" SUPPLY

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PROPOSED 2,500 GALLON PUMP CHAMBER

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PROPOSED 3,500 GALLON TWO-COMPARTMENT SEPTIC TANK (H-20)

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50' FROM TOP OF COASTAL BANK

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LIMITS OF PAVEMENT REMOVAL

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PROPOSED PERC-RITE FIELD MONUMENT (SEE NOTE)

AutoCAD SHX Text EXISTING SEWAGE DISPOSAL SYSTEM COMPONENTS (REFER TO DEMO SHEET FOR MORE INFORMATION PERTAINING TO DEMO OF EXISTING SYSTEM COMPONENTS)

AutoCAD SHX Text C.O.

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INV. B=17.2±

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INV. A=16.9±

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PROPOSED PERC-RITE DRIP DISPERSAL SYSTEM (2,000± S.F.)

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CG-8

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CG-5

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DOH#1

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DOH#3

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DOH#2

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DOH#4

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CG-4

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CG-9

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ABANDONED SEPTIC TANK (SEE DEMO PLAN)

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ABANDONED LEACHING POOL & LEACHING FIELD (SEE DEMO PLAN)

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PROPOSED LIMIT OF WORK/ SEDIMENTATION BARRIER (TYP.)

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SCALE:

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VICINITY MAP

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NONE

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LOCATION MAP

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NONE

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MARTHA'S

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VINEYARD

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BUZZARDS BAY

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%%UATLANTIC

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%%UOCEAN

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PROVIDENCE

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BOSTON

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MENEMSHA

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WOODS HOLE

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FALMOUTH

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CAPE COD BAY

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MASSACHUSETTS BAY

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VINEYARD SOUND

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BUZZARDS BAY

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MARTHA'S

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VINEYARD

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STATION MENEMSHA

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GAY HEAD

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LIGHT

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VINEYARD

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HAVEN

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WOODS HOLE

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CHILMARK

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MENEMSHA POND

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PLAN VIEW

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AutoCAD SHX Text %%uDESIGN CALCULATIONS

AutoCAD SHX Text AVERAGE WATER USAGE BASED ON WATER METER READINGS: AVERAGE DAILY FLOW = 557 GALLONS 557 GALLONS PER DAY x 200% = 1,114 GPD AVERAGE DAILY FLOW

AutoCAD SHX Text %%uDESIGN FLOW:

AutoCAD SHX Text %%uINSTALL:

AutoCAD SHX Text 1,114 GPD x (200% + 100%) + (126 GAL. BAFFLE AREA) = 3,468 GALLONS PROVIDE 3,500 GALLON TWO COMPARTMENT H-20 SEPTIC TANK

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%%USEPTIC TANK REQUIREMENTS:

AutoCAD SHX Text 1,114 GALLONS ABOVE ALARM LEVEL 410 GALLONS DOSE 561 GALLONS SUMP 187 GALLONS ALARM ON TOTAL=2,272 GALLONS PROVIDE 2,500 GALLON PUMP CHAMBER

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%%UPUMP CHAMBER REQUIREMENTS:

AutoCAD SHX Text ONE (1) 2,000± S.F. PERC-RITE DRIP DISPERSAL FIELD CAN LEACH:VT = (2,000 S.F.) x 0.58 GPD/SF = 1,160 GPD > 1,114 GPD REQ. PROVIDE ONE 2,000± S.F. PERC-RITE DRIP DISPERSAL FIELD

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%%USOIL ABSORBTION AREA REQUIREMENTS:

AutoCAD SHX Text 18 PERSONS AT 15 GAL/PER SEAT PER DAY = 270 GALLONS PROVIDE 1,000 GALLON H-20 GREASE TRAP (MIN. ALLOWED)

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%%UGREASE TRAP REQUIREMENTS:

AutoCAD SHX Text ONE ( 1 ) - 1,000 GALLON GREASE TRAP (H-20) ONE ( 1 ) - 3,500 GALLON TWO-COMPARTMENT SEPTIC TANK (H-20) ONE ( 1 ) - 2,500 GALLON PUMP CHAMBER ONE ( 1 ) - 1,942 S.F. PERC-RITE DRIP DISPERSAL FIELD Vt = 1,126 GPD > 1,114 GPD REQ'D

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PLAN

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NORTH

AutoCAD SHX Text PERC-RITE SYSTEM MUST BE INSTALLED BY A MUST BE INSTALLED BY A BE INSTALLED BY A CERTIFIED INSTALLER APPROVED BY ENGINEER.APPROVED BY ENGINEER. BY ENGINEER.

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PERPETUAL MAINTENANCE AGREEMENT REQUIRED WITH PERC-RITE SYSTEM

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PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON

AutoCAD SHX Text %%uREQUIRED INSPECTIONS.

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THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION

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OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER.

AutoCAD SHX Text %%uINSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER

AutoCAD SHX Text %%uINSPECTION NOTE

AutoCAD SHX Text PERC-RITE SYSTEM SHALL BE INSPECTED ONCE PER YEAR (PERPETUAL MAINTENANCE AGREEMENT REQUIRED)

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%%UPERC-RITE DRIP DISPERSAL REQUIREMENTS:

AutoCAD SHX Text GRADE > 3% - USE TOP FEED MANIFOLD REQ. TUBING = 2,000 S.F. / 2 = 1000 FT USE SINGLE ZONE, TOP FEED MANIFOLD PERC-RITE DRIP DISPERSAL WITH 1,000 FT OF TUBING ON 2' SPACING (16 RUNS)

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FINISH GRADE = 15.0%%P TO 19.0%%P

AutoCAD SHX Text %%uSCHEMATIC FLOW PROFILE

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ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5

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24.6'%%P (TO EXIST BARRACKS)

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INV. B=17.2%%P

AutoCAD SHX Text 3'%%P

AutoCAD SHX Text 13'%%P

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EXISTING BARRACKS THRESH. EL.=22.2±

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THE MINIMUM SLOPE FOR 4" DIA SCH 40 PVC PIPE IS 1/8" PER FT

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W/ 6" LAYER OF

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CRUSHED STONE

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COMPACTED BASE

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3' MAX.

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9" MIN.

AutoCAD SHX Text 16.00

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4" DIA SCH 40 PVC PIPE

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AutoCAD SHX Text DROP:2" min.

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SEE BELOW

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GAS BAFFLE USE 'TUF-TITE' OR APPROVED EQUIVALENT

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FLOW LINE

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LIQUID DEPTH

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OUTLET TEE DEPTH

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BELOW FLOW LINE

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19 INCHES

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29 INCHES

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24 INCHES

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14 INCHES

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LIQUID DEPTH

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7 FT

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5 FT

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6 FT

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4 FT

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16.25 (ALL)

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COMPARTMENT 1 2,228 GALLON (MIN.)

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COMPARTMENT 2 1,114 GALLON (MIN.)

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SEE BELOW

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ZABEL FILTER OR EQUIVALENT

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COMPACTED BASE W/ 6" LAYER OF CRUSHED STONE

AutoCAD SHX Text 15.90

AutoCAD SHX Text 15.65

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2,500 GALLON H-20 PUMP CHAMBER

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32" HDPE "SEAL-TITE" FRAME AND COVER TO FINISH GRADE

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VARIES WITH SLOPE

AutoCAD SHX Text HYDRAULIC UNIT *CONTRACTOR MUST CONFIRM MUST CONFIRM CONFIRM FINAL LOCATION WITH ENGINEER PRIOR TO INSTALLATION. TO INSTALLATION. (SEE DETAIL C-003)

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6" MIN. AND 2' MAX.

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OBSERVED HIGH GROUNDWATER WEEPING @ 104" - EL.=9.0±(SEE CEC DOH# 1)

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DEPTH TO ESTIMATED SEASONAL HIGH GROUNDWATER = 108" (EL.=9.0±)

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3' MAX.

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9" MIN.

AutoCAD SHX Text 6'-7"

AutoCAD SHX Text 13.9'%%P

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INV. A=16.9%%P

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(10' MIN.)

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26" HEAVY DUTY "SEAL-TITE" CAST IRON FRAMES AND COVERS TO FINISH GRADE (H-20)

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3' MAX.

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9" MIN.

AutoCAD SHX Text 16.60

AutoCAD SHX Text 16.35

AutoCAD SHX Text 3" max.

AutoCAD SHX Text DROP:2" min.

AutoCAD SHX Text 27"

AutoCAD SHX Text 12"

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FLOW LINE

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4'-1" LIQUID DEPTH

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1,000 GALLON (H-20) GREASE TRAP W/SANITARY TEES

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26" HEAVY DUTY "SEAL-TITE" CAST IRON FRAMES AND COVERS TO FINISH GRADE (H-20)

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COMPACTED BASE W/ 6" LAYER OF CRUSHED STONE

AutoCAD SHX Text NOTE: POSITION TEES BELOW ACCESS COVERS & : POSITION TEES BELOW ACCESS COVERS & SUPPORT WITH STRAPS AS REQUIRED

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EXISTING STATION BLDG T.O.F. EL.=21.9±

AutoCAD SHX Text 4"%%C

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3,500 GALLON TWO COMPARTMENT SEPTIC TANK (H-20) W/ SANITARY TEES

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FINISH GRADE=20.2%%P

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FLOW TO SEPTIC TANK

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EXISTING STATION BLDG T.O.F. EL.=21.9±

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FLOW FROM GREASE TRAP

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(3'%%P FROM G.T.)

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EXISTING BARRACKS BUILDING SEWER

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FINISH GRADE=20.3'%%P

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FINISH GRADE=20.1

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EL.=14.0%%P MIN. TO 17.0%%P MAX.

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1.5" SCH 40 PVC RETURNPIPE EL. 16.5' MIN. (S=0.5% MIN)

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1.5" RETURN PIPE(FROM HU)

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FLOW TO HYDRAULIC UNIT

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1" SCH 40 PVC

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%%UPROPOSED

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LIMIT OF WORK/ SEDIMENTATION BARRIER

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CLEAN OUT

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%%UEXISTING

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%%ULEGEND

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CONTOUR

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ELECTRIC LINE

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WATER LINE

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UTILITY POLE

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FENCE

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GAS VALVE

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HYDRANT

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WATER VALVE

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WV

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GV

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SEWER MANHOLE

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CATCH BASIN

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BOUND

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EDGE OF WETLAND

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WETLAND FLAG

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ELECTRIC METER

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EM

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CG-1

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PAVEMENT SAWCUT

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BOREHOLE SOIL LOG LOCATIONS

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(CEC 12-16-16)

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FLOW TO DRIP-DISPERSAL FIELD

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FINISH GRADE=20.1

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0.5" DIA DRIP-RITE PERC-RITE TUBING

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PERC-RITE DRIP DISPERSAL FIELD (SEE SHEETS C-003 AND C-004 FOR MORE DETAILS)

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SEE SHEET C-003 FOR TYPICAL PUMP DETAIL

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3,500 GALLON TWO-COMPARTMENT SEPTIC TANK (H-20)

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2,500 GALLON PUMP CHAMBER (H-20)

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%%UNOTES

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1) REFER TO PLUMBING DRAWINGS FOR LOCATION AND DETAILS FOR NEW GREASE LINE FROM GALLEY 2) THE EXISTING SEWAGE DISPOSAL SYSTEM SHALL REMAIN FULLY FUNCTIONAL UNTIL FINAL CONNECTION IS MADE TO PROPOSED SYSTEM 3) PROPOSED SILTATION BARRIER(S) REPRESENTS WORK LIMIT LINES. IN AREAS WITHOUT SILTATION PROPOSED SILTATION BARRIER(S) REPRESENTS WORK LIMIT LINES. IN AREAS WITHOUT SILTATION BARRIERS, WORK LIMIT LINE IS TO BE 3' EITHER SIDE OF LIMITS PAVEMENT REMOVAL 4) EXISTING PAVEMENT, WITHIN LIMITS OF REMOVAL, TO BE SAWCUT, REMOVED AND DISPOSED OF OFF SITE. 5) BOULDERS SHALL BE PLACED AROUND THE PERIMETER OF THE PERC-RITE DRIP DISPERSAL FIELD. BOULDERS SHALL BE 1.5' - 2' DIA. AND SPACED SUCH THAT THERE IS A MAXIMUM OF 5 FEET BETWEEN THE EDGES OF EACH ROCK. 6) MONUMENT NOTE (SEE SPECIFICATIONS FOR DETAILS) 7) CONTRACTOR RESPONSIBLE FOR MEETING ALL CONDITIONS SET FORTH WITH CONVERATION COMMISSIONS ORDER OF CONDITIONS DATED 11/06/17 8) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. 9) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL VERIFY EXISTING PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. 10) ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM SLOPE OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. 11) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE DESIGN ENGINEER NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR TO CONSTRUCTION. 12) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCTION. 13) ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. 14) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, FREE OF FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. THE MATERIAL THAT PASSES THE #4 SIEVE THE MATERIAL THAT PASSES THE #4 SIEVE SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS:

AutoCAD SHX Text # 50

AutoCAD SHX Text 10%-100%

AutoCAD SHX Text 0%-5%

AutoCAD SHX Text 0%-20%

AutoCAD SHX Text # 200

AutoCAD SHX Text # 100

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PERCENT

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PASSING

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SIEVE

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SIZE

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DEEP OBSERVATION HOLE LOCATION

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DOH#1

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(PERFORMED BY CEC 02-09-17)

AutoCAD SHX Text EXISTING TOP AND SUBSOIL TO BE REMOVED, WITHIN LIMITS OF PERC-RITE DRIP DISPERSAL FIELD, DOWN TO THE C1 SAND LAYER AS SHOWN IN THE DOH #1 - DOH #4. FILL MATERIAL AS SPECIFIED IN NOTE #14 SHALL BE INSTALLED TO PROVIDE A UNIFORM SLOPE ON WHICH TO INSTALL DRIP TUBING WITHIN DEPTH CONSTRAINTS PROVIDED.

AutoCAD SHX Text %%uSOIL REMOVAL NOTE

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AutoCAD SHX Text 5-24-18

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REVISED PER DEP COMMENTS

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UPDATE NOTES & ADJUST L.O.W.

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AutoCAD SHX Text 6-22-18

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ADD ABANDONED GREYWATER SYS

AutoCAD SHX Text P8374017d02

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PMJ

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PMJ

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PMJ

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SMR

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CIVIL

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SDS DESIGN

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AutoCAD SHX Text S

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ENGINEERING UNIT

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PROVIDENCE

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CIVIL

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EDWARD ROWSE ARCHITECTS

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EAST PROVIDENCE, RHODE ISLAND

AutoCAD SHX Text 401.331.9200

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U. S. COAST GUARD

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CIVIL ENGINEERING UNIT

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PROVIDENCE

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USCG. CEU PROVIDENCE

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475 KILVERT STREET, SUITE 100

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WARWICK, RI 02886

AutoCAD SHX Text 15030.16.005

AutoCAD SHX Text 1:1

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AS SHOWN

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REPLACE SEPTIC SYSTEM

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CG STA MENEMSHA

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CHILMARK

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MA

AutoCAD SHX Text M. Andrews

AutoCAD SHX Text D. Glass

AutoCAD SHX Text A. Jacobs

AutoCAD SHX Text A. A. Jacobs, By Direction

AutoCAD SHX Text 8374017

AutoCAD SHX Text P8374017

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CONSULTANTS

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REVIEWED BY:

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TECH. DIRECTOR

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DATE

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DRAWING NUMBER

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SHEET OF

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REVIEWED BY:

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PROJECT ARCH.

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APPROVING OFFICER

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PROJECT NUMBER

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DISCIPLINE/SHT NO

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REVIEWED BY:

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BRANCH CHIEF

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CHECKED BY:

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EDITED BY:

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DRAWN BY:

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DESIGNED BY:

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A/E PROJECT NO:

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CAD FILE NAME:

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SHEET TITLE

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SCALE:

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PLOT SCALE:

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MARK

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ISSUE

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DESCRIPTION

DATE

COOLING COLLAR

INLETS

SCH 40 PVC

1-1/2" SCH 40

FLAT CAP

ADAPTER

SUPPLY

FLUSH RETURN

FLUSH RETURN TO

SEPTIC TANK.

CONDUIT TO PANEL

BY CONTRACTOR

30' MAXIMUM DISTANCE

PUMP DISCHARGE TO HU

8' OF STATIC LIFT TO HU (MAX)

RIGID FOAM INSULATION

INSERT

SUPPLY LINE

BELOW FROST OR

INSULATED

JUNCTION BOX

SEE INSERT

PEAK ENABLE

DRIP ENABLE

ALARM

CHECK VALVE

SCH 80 UNION

ATTACH

AS PER

NOTE 1

FLOAT TREE

NO WEEP HOLE

TO BE DRILLED

GATE VALVE (2)

D=THE DAILY DESIGN FLOW FOR THE SITE

OFF

HU

VERTICAL PIPE TO BE

INSULATED

6" GRAVEL

DRIP ENABLE FLOAT ELEVATION

WATERTIGHT

SEAL

TO HU

CONTROL UNIT PANEL

MOUNTED IN AN EXTERNALLY

ACESSIBLE LOCATION

Patent No. 6,262,689

M U

L T I

S T A G

E

C E N

T R I F I C A L

M O

T O

R

Cool Guide

FLOW

FLOW

COUPLING

OPTIONAL

ANCHOR BOLT

THROUGH END

CAP

EXTENSION

COLLAR (BY

OTHERS)

PVC COUPLING

(BY OTHERS)

COOL GUIDE AND

PUMP

D/2

D/2

20"

16"

TYPICAL PUMP TANK & HYDRAULIC UNIT DETAIL

(NOT TO SCALE)

HYDRAULIC UNIT

PERC-RITE HYDRAULIC UNIT

(NOT TO SCALE)

VALVE BOX WITH 1/2" MIN RIGID

FOAM INSULATION INSERTED

UNDER COVER

NOTES:

1. ALL RIGID AND FLEXIBLE PVC ARE TO BE LOCATED ABOVE THE DRIP LINE TO

ALLOW THE PIPES TO DRAIN.

2. THE AIR RELEASE VALVES SHALL BE PLACED AT THE HIGHEST POINT ON THE

SUPPLY AND RETURN LINE.

3. EACH ZONE TO HAVE TWO AIR RELEASE VALVES.

4. RETURN LINES TO BE CONNECTED TO A COMMON RETURN LINE.

AIR RELEASE

VALVES

1" MIN.

RADIUS

RAM INSERT

ADAPTER

PVC FIP

ADAPTER

DRIP

TUBING

1/2" FLEX PVC

TUBING

4' LENGTH (TYP)

DRIP

LOOP

NOTE:

ALL DRIP LOOPS ARE TO BE LOCATED 2" ABOVE THE DRIP LINE TO ALLOW

FOR THE LOOPS TO DRAIN.

TYPICAL MANIFOLD CONNECTION

(NOT TO SCALE)

TYPICAL DRIP LOOP CONNECTION

(NOT TO SCALE)

BACKFLUSH VALVE

FLOWMETER

SUPPLY VALVE

DISC FILTERS

FIELD FLUSH VALVE

1 1/2" GRAVITY RETURN TO

SEPTIC TANK

(0.5% MIN. SLOPE)

1" COMMON

RETURN

1" SUPPLY

R

S

1 1/2" SUPPLY FROM

PUMP CHAMBER

(TYP)

12'

1/2" RETURN

1" RETURN

(TYP)

RETURN

MANIFOLD

SUPPLY

MANIFOLD

1/2" SUPPLY

1" SUPPLY

(TYP)

TREADED CONNECTION WITH

TEFLON TAPE

PVC PRIMED

AND GLUED

FLEX PIPE

ADAPTER FITTING PVC

FIP

BARBED RAM INSERT

FITTING

DRIP TUBING

CONNECTIONING DRIP TUBING TO FLEXIBLE PVC PIPE

TYPICAL SYSTEM HYDRAULIC PROFILE

(NOT TO SCALE)

HOUSE

FLUSH RETURN FROM HU

HYDRAULIC

UNIT

RETURN

SUPPLY TO HYDRAULIC

UNIT

SEPTIC TANK /

TREATMENT TANK

PUMP

CHAMBER

FIELD

PERC-RITE HYDRAULIC UNIT (15 GPM)

(NOT TO SCALE)

UNDISTURBED

EARTH

UNDISTURBED

EARTH

RIGID INSULATION BOX

AROUND VERTICAL PIPES

RIGID INSULATION BOX

AROUND VERTICAL PIPES

ALL LATERALS SLOPE

DOWNILL TO DRIP TUBING

FOR SELF DRAINAGE

MANIFOLDS AND LATERALS

BENEATH 2' X 2' FOIL WRAP

INSULATION LAID FLAT

VALVE BOX INSERTED

THROUGH 7" HOLE IN

FOIL WRAP INSULATION

GREEN VALVE BOX COVER

AT FINISHED GRADE

CLEAN 1/4" - 1/2" CRUSHED STONE

FLEXIBLE FOAM OR RUBBER

PIPE WRAP INSULATION

AROUND VERTICAL PIPES

AIR RELEASE

VALVES

MANIFOLDS AND LATERALS

BENEATH FOIL WRAP

INSULATION

FINISHED GRADE

VALVE BOX INSERTED

THROUGH 7" HOLE IN

FOIL WRAP INSULATION

FOIL WRAP INSULATION SHALL BE

INSTALLED AROUND VALVE BOX & ABOVE

MANIFOLDS AND LATERALS

(PER COLD CLIMATE NOTES)

SUPPLY AND RETURN LINES

BELOW FROST ZONE (TYP 4').

INSULATE LINES WITH RIGID

FOAM BOARD WHEN PROPER

FROST DEPTH CANNOT BE

ACHIEVED.

FOIL WRAP INSULATION SHALL BE

INSTALLED OVER TUBING

(PER COLD CLIMATE NOTES)

INSULATION DETAIL

(NOT TO SCALE)

CROSS SECTION

TOP VIEW

RIGID FOAM INSULATION

STYROFOAM PEANUTS

IN BAG

PERC-RITE DRIP TUBING

PERC-RITE FIELD

(NOT TO SCALE)

Note: All Perc-Rite components shall be obtained from

Oakson, Inc, Gloucester, MA., 978-282-1322

NOTE: THE DRIP TUBING SHALL BE THE LOWEST POINT

TO ALLOW FOR DRAINAGE FROM BOTH THE VERTICAL

INSULATED SUPPLY AND RETURN PIPES

RETURN MANIFOLD

TO BE LOCATED ABOVE DRIP

TUBING TO ALLOW THE

MANIFOLD TO DRAIN

STANDARD DRIP SYSTEM (TOP FEED MANIFOLD)

(NOT TO SCALE)

VERTICAL INSULATED RETURN

PIPE

(PER COLD CLIMATE NOTES)

AIR RELEASE

VALVE

COMMON RETURN PIPE

BELOW FROST LINE

1/2" PVC FLEX

1" PVC RIGID

VERTICAL INSULATED

RETURN PIPE

(PER COLD CLIMATE NOTES)

MAIN RETURN PIPE

BELOW FROST LINE

1/2" PVC FLEX

1/2" PVC RIGID

AIR RELEASE

VALVE

SUPPLY MANIFOLD

1/2' PIPING TO BE

LOCATED ABOVE DRIP

TUBING TO ALLOW THE

MANIFOLD TO DRAIN

PRESSURIZED

DRIP TUBING

FINISH GRADE

DRIP TUBING

INSTALLATION DEPTH 6" MIN

AS PER DESIGN

FORCE MAIN INSTALLATION

DEPTH TO BE BELOW THE FROST LINE

FOIL WRAP INSULATION SHALL BE

INSTALLED OVER TUBING

(PER COLD CLIMATE NOTES)

SUPPLY

VERTICAL SUPPLY &

RETURN LINES

INSULATED (PER

COLD CLIMATE NOTES)

AIR RELEASE VALVES WITH

COVERS TO GRADE

1/2" SUPPLY & RETURN MANIFOLD

LOCATED ABOVE DRIP TUBING TO ALLOW

MANIFOLDS TO DRAIN

EXISTING GRADE

MAIN SUPPLY &

COMMON RETURN

LINES LOCATED

BELOW FROST LINE

ESHWT

1/2" PVC FLEX RETURN

LOCATED ABOVE DRIP

TUBING

TO ALLOW DRAINAGE

DRIP TUBING COVER SHALL

CONSIST OF 2" MIN CLEAN

SAND AND REMAINDER TO BE

LOAM & SEED

PERC-RITE DRIP TUBING

DEPTH 6"-12"

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DUPLEX

VALVE DETAIL

PUMP KIT

NTS

CHECK VALVE (2 TYP.)

DISCONNECT (2 TYP.)

SHUT OFF VALVE (2 TYP.)

DISCHARGE TO FILTRATION UNIT

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ENGINEERING UNIT

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PROVIDENCE

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CIVIL

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EDWARD ROWSE ARCHITECTS

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EAST PROVIDENCE, RHODE ISLAND

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U. S. COAST GUARD

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CIVIL ENGINEERING UNIT

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PROVIDENCE

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USCG. CEU PROVIDENCE

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475 KILVERT STREET, SUITE 100

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WARWICK, RI 02886

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AS SHOWN

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REPLACE SEPTIC SYSTEM

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CG STA MENEMSHA

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CHILMARK

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MA

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CONSULTANTS

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REVIEWED BY:

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TECH. DIRECTOR

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DATE

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DRAWING NUMBER

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REVIEWED BY:

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PROJECT ARCH.

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APPROVING OFFICER

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REVIEWED BY:

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BRANCH CHIEF

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DESIGNED BY:

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A/E PROJECT NO:

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SCALE:

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MARK

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ISSUE

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DESCRIPTION

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DATE

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AutoCAD SHX Text 5-24-18

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REVISED PER DEP COMMENTS

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NO CHANGES TO THIS SHEET

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SDS DETAILS 1 OF 2

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1. Measure the distance from the bottom of the tank to 6" down from the top of the riser. Cut the extension pipe (by others) to the length necessary to reach this height. Cut half of the pipe down 12" to 18" away from the top of the pipe for a pump discharge pipe and attach to riser. (see detail A)

2. Glue the extension coupling (by others) to the extension pipe and to the cool guide.

3. For reuse of existing concrete pump chambers: glue on the cool guide flat cap and place the cool guide firmly in the bottom of the tank. Attach the extension to the riser with the anchors as shown.

4. For use in new concrete pump chambers: anchor the flat cap to the bottom of the tank in the proper location to hold the cool guide and extension. The cap may or may not be glued to the device. Attach the extension with the anchors as shown.

5. Place the pipe dope on the cool guide adapter threads and thread them into the pump discharge.

6. Attach cooling collar to adapter with set screw provided.

7. Glue pipe into flow collar and with pump attached, lower into the guide tube.

8. Attach to discharge pipe, valves, and connect electrical and specified.

1. The system shall not be installed in wet or frozen soils.

2. Do not park, drive large equipment, or store materials on the dispersal area. No activity should occur on the dispersal area other than the minimum required to install the system.

3. All installation and construction techniques shall conform to the state and local codes pertaining to on-site wastewater systems and the permit for the site.

4. If site conditions are determined to require the installation of the system to deviate from the design plans, all work shall stop immediately and the designer and inspector shall be notified. Any ongoing work shall be the sole responsibility of the contractor.

5. Drip tubing may be installed with a vibratory plow, a static plow, a narrow trencher (< 6" wide), by hand trenching, or by scarifying the surface and bedding the drip tubing in clean sand meeting the requirements for fill material in the state code. For sand fill systems, cover consisting of 2" of the same sand and then topsoil meeting the approved depth requirement shall be provided.

6. All drip tubing is to be installed parallel to the contour.

7. Air release valves shall be placed below the ground surface in an insulated valve box but at an elevation above the highest drip line in that particular zone.

8. Vegetative cover must be replaced for installations where it is removed or buried during installation.

9. All cutting of rigid pvc pipe, flexible pvc, and drip tubing of size 2" or smaller shall be accomplished with pipe cutters. No sawing is allowed.

10. All rigid PVC pipe, flexible PVC pipe and drip tubing shall have the ends covered with duct tape after cutting to prevent construction debris from entering the pipe.

11. Prior to gluing, all joints shall be inspected for and cleared of any debris. All joints shall be cleaned and primed with pvc primer prior to being glued.

12. All PVC pipe and fittings shall be sch 40.

13. Whenever possible, all force mains shall be tested for leaks prior to being back- filled by pressurizing the system and observing for leakage.

14. The hydraulic unit shall be placed on top of the septic/treatment tank, pump chamber, or on a bed of 4" - 6" thick 3/4" gravel in a location within 30' of the pump.

15. If standing water is a problem in the vicinity of the hydraulic unit, a screened drain to daylight is required.

16. Electrician to provide separate circuits for the pump and controls/alarm, or as required by state and local codes.

17. All conduit entering the control panel shall be sealed at both ends to prevent condensation or gases inside the panel.

18. An archaeologist shall be present during excavation activities to identify potentially significant archaeological deposits or features.

GENERAL CONSTRUCTION NOTES:

1. All attempts should be made to place the hydraulic unit in a location with an open southern exposure for warming purposes.

2. All pipes entering and leaving the hydraulic unit shall elbow vertically down 90 degrees to a depth below the frost line prior to extending away from the unit horizontally.

3. The supply and return lines shall be installed below the frost line. When this is not possible, rigid foam insulation (min 1" thick) shall be placed over those pipes that are above the frost line.

4. The vertical sections of pipe that travel through the frost zone and connect the supply and return lines to the manifolds shall be insulated sch 40 pvc pipe. Insulation shall consist of foam pipe wrap insulation and 1" rigid foam insulation strips made into a box. (see insulation detail)

5. Foil wrap insulation shall be placed over the supply/return manifolds and loop connectors so that at least 1' of insulation extends each direction beyond the fittings. (see insulation detail)

6. Air release valve enclosures shall be insulated with bagged Styrofoam peanuts, foil wrap insulation, and rigid foam insulation inside the lid. (see insulation detail)

7. All loops connecting drip runs shall be slightly elevated (minimum 1" - 2") so that they drain into the drip tubing after the pump shuts off. It is the contractor's responsibility to ensure that these loops stay elevated during and after the loops are backfilled.

8. Dense vegetative cover is to be established over the supply trench, return trench, manifolds, and drip tubing prior to the first exposure to freezing temperatures. If vegetation cannot be established then the entire drip dispersal field is to be covered with a thick layer

(minimum 6") of mulch, straw/hay, or frost blanket until such turf cover is established.

9. Vegetation height over the drip dispersal area should be a minimum of 4" - 6" throughout the winter months.

COLD CLIMATE NOTES:

INSTALLATION INSTRUCTIONS:

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ET

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10" CEDAR

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10" CEDAR

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ET

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1" RETURN

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1" SUPPLY

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LIMITS OF PERC-RITE DRIP DISPERSAL FIELD

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1.5'-2' DIA. BOULDERS SPACED 5' MAX BETWEEN EDGES OF BOULDER

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SEE TYPICAL DRIP LOOP CONNECTION DETAILS

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DRIP-RITE TUBING 16 RUNS @ L=62.5 FT. TOTAL LENGTH OF TUBING = 1,000 FT

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AIR VENTS

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2.0' (TYP.)

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* ABANDONED SEPTIC TANK

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%%UGENERAL CONSTRUCTION NOTES

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1) REFER TO SHEET NO. C-002 FOR GENERAL CONSTRUCTION NOTES.

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CLEANOUT ADAPTOR

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THREAD TO SPIGOT

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4" THREADED PLUG W/

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CLEANOUT PLUG RAISED

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WYE BRANCH

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CEMENT MASONRY

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4" PVC BELL END

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CRUSHED STONE

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BLOCKS (MORTARED)

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THREAD TO SPICKET

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CLEANOUT ADAPTOR

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4" PVC BELL END

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FINISH GRADE = VARIES

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SQUARE RECESSED DRIVE

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4" THREADED PLUG WITH A

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%%UCLEANOUT DETAIL

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H-20 SQUARE VALVE FRAME AND COVER BOX

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NOT TO SCALE

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PLAN VIEW OF PERC-RITE DRIP DISPERSAL FIELD

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DRY

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DRY

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1 LOAM & SUBSOIL

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%%USOIL KEY

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2 SILT LOAM W/ SOME SAND

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3 SAND - FINE TO MEDIUM

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4 CLAY - BROWN, SILTY

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5 CLAY - BLUE/GRAY, SILTY

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6 SAND - VERY FINE TO FINE

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