site - ledgeview, wisconsin · 2/6/2019 · moved wsf 40ft west * * * * * * * * * * engineer:...

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LEDGEVIEW FARM, LLC2018 WASTE STORAGE FACILITY AND RUNOFF

MANAGEMENT SYSTEMS

3688 LIME KILN ROADDE PERE, WI

BROWN COUNTY

NTS

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To the best of my professional knowledge, judgment and belief, this design and these construction plans 2017 WASTE STORAGE FACILITY AND RUNOFF 2017 WASTE STORAGE FACILITY AND RUNOFF MANAGEMENT SYSTEMS, meet the criteria, standards and specifications outlined in , meet the criteria, standards and specifications outlined in USDA Natural Resources Conservation Service Field Office Technical Guide, Section IV, Standards 313(10/17), 522(10/12), and 634(1/14), Spec.'s 4(10/12), 313(10/17), 522(10/12), and 634(1/14), Spec.'s 4(10/12), , Spec.'s 4(10/12), 4(10/12), , 004(10/17), 204(10/12) and 634(8/16) Date

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TITLE SHEET

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REVISION DATE

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DESCRIPTION OF REVISION

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REVISION DATE

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Roach & Associates, LLC Dairy Business and Management Consulting Environmental Engineering 856 North Main Street, Seymour, WI, 54165 PH: 920-833-6340 Fax: 920-833-9851

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VARIES

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DATE:

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12/06/2017

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TJS

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DRAWN BY:

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CHECKED BY:

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JMR

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06-01-18

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MTS

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MOVED WSF 40FT WEST

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ENGINEER:

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ROACH & ASSOCIATES, LLC

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856 N. MAIN ST., SEYMOUR, WI 54165

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PHONE: 920-833-6340

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6 WASTE TRANSFER PIPE #1 PLAN AND PROFILE

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SHEET #

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PLAN TABLE OF CONTENTS

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DESCRIPTION

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SITE VICINITY MAP

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NO REPRESENTATION IS MADE BY ROACH & ASSOCIATES AS TO THE EXISTENCE OR NONEXISTENCE OF UNDERGROUND HAZARDS. PRIOR TO THE START OF CONSTRUCTION THE OWNERS OF UTILITIES MUST BE NOTIFIED OF THE PENDING CONSTRUCTION. CONTRACTOR WILL BE LIABLE FOR DAMAGES RESULTING FROM CONSTRUCTION ACTIVITIES. (CALL DIGGERS HOTLINE)

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OFFICE USE ONLY

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7 WASTE TRANSFER PIPE #2 PLAN AND PROFILE

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2 SITE PLAN

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1 TITLE SHEET

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3 WASTE STORAGE FACILITY PLAN

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3: PROFILE - WASTE STORAGE FACILITY

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1: PLAN - WATERSTOP PLACEMENT

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2: PROFILE - WASTE STORAGE FACILITY

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4 WASTE STORAGE FACILITY PROFILES

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8 CONSTRUCTION DETAILS

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%%ULEGEND

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500

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499

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500

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499

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EXISTING CONTOURS

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PROPOSED CONTOURS

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PROPOSED CONCRETE

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EXISTING CONCRETE

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EXISTING BUILDING

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PROPOSED BUILDING

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PRESSURE TRANSFER PIPE

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GRAVITY TRANSFER PIPE

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TILE LINE

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SILT FENCE

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BALE DIVERSION

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DITCH CHECK

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TEST PIT

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WELL

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BENCH MARK

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PROPOSED ASPHALT

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COMPACTED FILL

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PROPOSED GRAVEL DRIVE

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IN-PLACE EARTH LINER

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COMPACTED CLAY LINER

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ELECTRIC LINE

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WETLAND (DELINEATED)

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LEDGEVIEW FARM, LLC 2018 WASTE STORAGE FACILITY AND RUNOFF MANAGEMENT SYSTEMS BROWN COUNTY, WISCONSIN

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4: 5" CONCRETE DETAIL

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5 DETENTION BASIN PLAN AND PROFILES

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3: PROFILE - DETENTION BASIN

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1: PLAN - DETENTION BASIN

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7: CONCRETE CONNECTION DETAIL

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3: ALTERNATE PIPE MATERIALS

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1: PLAN - WASTE TRANSFER PIPE #1

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2: PROFILE - WASTE TRANSFER PIPE #1

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4: MANHOLE @ STA: 11+00 DETAIL

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5: PIPE TRENCH DETAIL

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3: LINER PENETRATION DETAIL

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1: PLAN - WASTE TRANSFER PIPE #2

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2: PROFILE - WASTE TRANSFER PIPE #2

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4: TANK PENETRATION DETAIL

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5: DOUBLE CLEANOUT DETAIL

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6: 4-FT MANHOLE DETAIL

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3: DEPTH GAUGE DETAIL

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1: WATERSTOP JOINT DETAIL

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2: WATERSTOP INSTALLATION DETAIL

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4: FENCE DETAIL

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5: PIPE PENETRATION DETAIL

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11-02-18

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MTS

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ROTATED WSF

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LIME KILN RD

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WSF DETAIL 1/3

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FLOOR ELEV: 706.60

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BERM ELEV: 720.0

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DELINEATED WETLAND

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35-FT WETLAND SETBACK

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DELINEATED WETLAND

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WASTE TRANSFER PIPE #2 DETAIL 1/7

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WASTE TRANSFER PIPE #1 DETAIL 1/6

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L1: BEDDED PACK HEIFER BARN

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Y2: CONCRETE LOT 38,925 SQ.FT.

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CB: COLLECTION BASIN

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MACHINE SHED

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EXISTING FSA 83,003 SQ.FT.

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HOUSE

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SHED

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SHED

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SHED

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BIN

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L2: FREESTALL HEIFER BARN

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PROJECTED AREA EL: 720.0-FT 4.65 ACRES

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350' SETBACK FROM R.O.W.

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R.O.W.

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350' SETBACK FROM PROPERTY LINE

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1.16%

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0.50%

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DETENTION BASIN DETAIL 1/5

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FUTURE FSA EXPANSION 24,143 SQ.FT.

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FUTURE FSA EXPANSION 14,084 SQ.FT.

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TP 1803

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BERM ELEV: 720.0

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CORE TRENCH DETAIL 2/4

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LIME KILN RD

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SITE PLAN

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SCALE

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1"=60'

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DATE:

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12/06/2017

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DRAWN BY:

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CHECKED BY:

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JMR

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06-01-18

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11-02-18

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MOVED WSF 40FT WEST

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ROTATED WSF

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FILL

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TOPSOIL

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CUT

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WSF: CUT & FILL BALANCE (CU.YD.)

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SUBTOTALS

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TOTAL-SHORTFALL

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-28,851.7

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-11,446.4

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28,843.6

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-40,298.1

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32,924.1

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7,374.0

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5" CONCRETE

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969.2

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7" CONCRETE

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3,111.3

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FILL

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TOPSOIL

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CUT

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DB: CUT & FILL BALANCE (CU.YD.)

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SUBTOTALS

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TOTAL-SHORT FALL

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-112.5

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-376.4

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173.7

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-488.9

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283.7

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-205.2

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5" CONCRETE

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31.0

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7" CONCRETE

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79.0

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NOTE: THE PROPOSED STRUCTURES MEET SETBACKS FOR ANIMAL HOUSING AND WASTE STORAGE.

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5" CONCRETE DETAIL 4/4

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56,844 SQ.FT 5" CONCRETE DETAIL 4/4

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141,524 SQ.FT. 7" CONCRETE (FLOOR) DETAIL 5/4

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DELINEATED WETLAND

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35-FT SETBACK

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18" PVC PIPE DETAIL 1/6

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15" PVC PIPE DETAIL 1/7

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MOL EL: 718.36 194,475 SQ.FT. 14,749,062 GALLONS

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FLOOR ELEVATION 706.6-FT

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BERM ELEVATION 720.0-FT

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SUMP EL: 705.6

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FENCE DETAIL 4/8

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2,185 SQ.FT. 5" CONCRETE DETAIL 4/4

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2,484 SQ.FT. 7" CONCRETE (RAMP) DETAIL 5/4

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CURB STAFF GAUGE DETAIL 3/8

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3,776 SQ.FT. 5" CONCRETE DETAIL 4/4

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LINER PENETRATION DETAIL 3/7

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WASTE STORAGE FACILITY PLAN

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1"=30'

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DATE:

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12/06/2017

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DRAWN BY:

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JMR

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PROFILE - WASTE STORAGE FACILITY

HORIZONTAL SCALE 1" = 30'

VERTICAL SCALE 1" = 4'

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PROFILE - WASTE STORAGE FACILITY



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PLAN - WATERSTOP PLACEMENT

SCALE 1" = 60'

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7" CONCRETE DETAIL

NTS

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5" CONCRETE DETAIL

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6-10'BGS PI 33 P200 96%

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6-12'BGS PI 18 P200 98%

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TP 21 OUT OF SECTION

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7'BGS PI 23 P200 80%

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FLOOR BOTTOM ELEV: 706.60

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7" REDUCED SEEPAGE CONCRETE WITH WATERSTOP DETAIL 5/4

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TP 6 OUT OF SECTION

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SUB-LINER IN-PLACE MATERIAL TABLE 2A P200 40% 40% PI 12 12 THICKNESS 8IN8IN

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SUB-LINER PLACED MATERIAL P200 40% 40% PI 12 12 THICKNESS 8IN 8IN COMPACTION WI SPEC 300

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PLACED MATERIAL COMPACTION WI SPEC 204

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EL: 720.0

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EL: 720.0

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WATERSTOP JOINT DETAIL 2/8 LOAD BEARING

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EL: 720.0

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SUB-LINER IN-PLACE MATERIAL TABLE 2A P200 40% 40% PI 12 12 THICKNESS 8IN8IN

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FLOOR BOTTOM ELEV: 706.60

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EL: 720.0

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CORE TRENCH COMPACTION WI SPEC 204

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TYPICAL SECTION

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#4 BARS @ 15" 0.C. EACH WAY

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%%UQUANTITIES:

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LOCATION OF SLAB - WSF SIDE SLOPES

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SLAB AREA -

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%%U62,805

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SQ. FT.

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REBARS: (#4 @ 15" O.C., EACH WAY, 1.71FT/FT2)

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%%U107,397

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LIN.FT.

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CONCRETE SLAB (5" SLAB - 1.55 CU. YD. PER 100 SQ. FT.)

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CU.YD.

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WHITE CURING COMPOUND SQ.FT. (ASTM C-309, TYPE 2)

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SQ. FT.

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GENERAL CONSTRUCTION NOTES: 1. CONCRETE IS TO BE MIXED AND PLACED ACCORDING TO SPEC. 4 AND SHALL BE CONSOLIDATED AS NECESSARY TO INSURE DENSE CONCRETE 2. JOINTS, IF USED, ARE TO BE SPACED AS SPECIFIED ELSEWHERE 3. WHITE CURING COMPOUND SHALL BE APPLIED TO CONCRETE AS SOON AS THE CONCRETE CAN BE WALKED ON. 4. SITE PREPARATION: REMOVE ALL ORGANIC AND UNCOMPACTED MATERIAL BEFORE PLACING SUBGRADE. 5. SUB-LINER IS TO BE CLEAN, COMPACTED, MINERAL SOILS WITH GREATER THAN OR EQUAL TO 40% FINES PASSING A #200 IS TO BE CLEAN, COMPACTED, MINERAL SOILS WITH GREATER THAN OR EQUAL TO 40% FINES PASSING A #200 SIEVE, AND A PI GREATER THAN OR EQUAL TO 12. DAMPEN THE SUB-LINER BEFORE THE CONCRETE IS POURED. DAMPEN THE SUB-LINER BEFORE THE CONCRETE IS POURED. 6. METAL CHAIRS, METAL HANGERS, METAL SPACERS, CONCRETE SPACERS OR PLASTIC CHAIRS SHALL BE USED TO SUPPORT METAL CHAIRS, METAL HANGERS, METAL SPACERS, CONCRETE SPACERS OR PLASTIC CHAIRS SHALL BE USED TO SUPPORT THE REINFORCEMENT. ANY METAL SUPPORTING DEVICES SHALL HAVE A PROTECTIVE COATING, BARRIER, OR FINISH BETWEEN THE REINFORCING STEEL AND THE SUPPORT AND/OR BETWEEN THE GROUND AND THE SUPPORT, IF THE SUPPORT IS NOT FULLY ENCASED IN CONCRETE. THE COATING, BARRIER, OR FINISH CAN BE HOT DIP GALVANIZING, EPOXY, PLASTIC, OR STAINLESS STEEL. CONCRETE CHAIRS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH EQUAL TO, OR GREATER THAN, CONCRETE CHAIRS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH EQUAL TO, OR GREATER THAN, THAT OF THE CONCRETE BEING PLACED. 7 #4 LAP = 16"

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TYPICAL SECTION

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%%UQUANTITIES:

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LOCATION OF SLAB - WSF RAMP, WSF FLOOR

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AND TRANSFER APRONS

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SLAB AREA -

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%%U144,008

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SQ. FT.

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REBARS: (#5 @ 15" O.C., EACH WAY, 1.74 FT/FT2

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%%U250,574

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LIN.FT.

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CONCRETE SLAB (7" SLAB- 2.16 CU. YD. PER 100 SQ. FT.)

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CU.YD.

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WHITE CURING COMPOUND SQ.FT. (ASTM C-309, TYPE 2)

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%%U144,008

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SQ. FT.

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GENERAL CONSTRUCTION NOTES: 1. CONCRETE IS TO BE MIXED AND PLACED ACCORDING TO SPEC. 4 AND SHALL BE CONSOLIDATED AS NECESSARY TO INSURE DENSE CONCRETE 2. JOINTS, IF USED, ARE TO BE SPACED AS SPECIFIED ELSEWHERE 3. WHITE CURING COMPOUND SHALL BE APPLIED TO CONCRETE AS SOON AS THE CONCRETE CAN BE WALKED ON. 4. SITE PREPARATION: REMOVE ALL ORGANIC AND UNCOMPACTED MATERIAL BEFORE PLACING SUBGRADE. 5. SUB-LINER IS TO BE CLEAN, COMPACTED, MINERAL SOILS WITH GREATER THAN OR EQUAL TO 40% FINES PASSING A IS TO BE CLEAN, COMPACTED, MINERAL SOILS WITH GREATER THAN OR EQUAL TO 40% FINES PASSING A #200 SIEVE AND A PI GREATER THAN OR EQUAL TO 12. DAMPEN THE SUB-LINER BEFORE THE CONCRETE IS POURED. DAMPEN THE SUB-LINER BEFORE THE CONCRETE IS POURED. 6. METAL CHAIRS, METAL HANGERS, METAL SPACERS, CONCRETE SPACERS OR PLASTIC CHAIRS SHALL BE USED TO METAL CHAIRS, METAL HANGERS, METAL SPACERS, CONCRETE SPACERS OR PLASTIC CHAIRS SHALL BE USED TO SUPPORT THE REINFORCEMENT. ANY METAL SUPPORTING DEVICES SHALL HAVE A PROTECTIVE COATING, BARRIER, OR FINISH BETWEEN THE REINFORCING STEEL AND THE SUPPORT AND/OR BETWEEN THE GROUND AND THE SUPPORT, IF THE SUPPORT IS NOT FULLY ENCASED IN CONCRETE. THE COATING, BARRIER, OR FINISH CAN BE HOT DIP GALVANIZING, EPOXY, PLASTIC, OR STAINLESS STEEL. CONCRETE CHAIRS SHALL HAVE A MINIMUM COMPRESSIVE CONCRETE CHAIRS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH EQUAL TO, OR GREATER THAN, THAT OF THE CONCRETE BEING PLACED. 7. #5 LAP = 20"

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#5 BARS @ 15 " 0.C. EACH WAY

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WASTE STORAGE FACILITY PROFILES

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REVISION DATE

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BY

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BY

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SHEET NO.

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4

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DATE:

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12/06/2017

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DRAWN BY:

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JMR

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06-01-18

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*

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MTS

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MOVED WSF 40FT WEST

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*

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DETAIL 2/8 LOAD BEARING DETAIL 2/8 NON-LOAD BEARING

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WATERSTOP LEGEND

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11-02-18

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ROTATED WSF

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MTS

2

5

2

5

3

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4

5

4

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5

PLAN - DETENTION BASIN

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3

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4

5

5" CONCRETE DETAIL

NTS

5

5

7" CONCRETE DETAIL

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6

5

CONCRETE CONNECTION DETAIL

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7

5

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FLOOR EL: 724.50

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4-FT MANHOLE DETAIL 4/6

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2,000 SQ.FT. OF 5-IN CONCRETE WITH WATERSTOP DETAIL 5/5

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3,650 SQ.FT. OF 7-IN CONCRETE WITH WATERSTOP DETAIL 6/5

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43LF OF 6" WATERSTOP DETAIL 2/8 LOAD BEARING

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TYPICAL SECTION

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#4 BARS @ 18" 0.C. EACH WAY

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QUANTITIES: LOCATION OF SLAB - DETENTION BASIN LOCATION OF SLAB - DETENTION BASIN SLAB AREA - 2,000 SQ. FT. 2,000 SQ. FT. SQ. FT. REBARS: (#4 @ 18" O.C., EACH WAY 1.42 LF/SQ.FT.) 2,840 LIN.FT. 2,840 LIN.FT. LIN.FT. CONCRETE SLAB: 31 CU.YD. 31 CU.YD. CU.YD. WHITE CURING COMPOUND SQ.FT. (ASTM C-309, TYPE 2) 2,000 SQ. FT. 2,000 SQ. FT. SQ. FT.

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GENERAL CONSTRUCTION NOTES: 1. CONCRETE IS TO BE MIXED AND PLACED ACCORDING TO SPEC. 4 AND SHALL BE CONSOLIDATED AS NECESSARY TO INSURE DENSE CONCRETE 2. JOINTS, IF USED, ARE TO BE SPACED AS SPECIFIED ELSEWHERE 3. WHITE CURING COMPOUND SHALL BE APPLIED TO CONCRETE AS SOON AS THE CONCRETE CAN BE WALKED ON. 4. SITE PREPARATION: REMOVE ALL ORGANIC AND UNCOMPACTED MATERIAL BEFORE PLACING SUB-LINER. 5. SUB-LINER IS TO BE CLEAN, COMPACTED, MINERAL SOILS WITH GREATER THAN OR EQUAL TO 40% FINES PASSING A #200 SIEVE AND A PI GREATER THAN OR EQUAL TO 12. DAMPEN THE SUB-LINER BEFORE THE CONCRETE IS POURED. 6. METAL CHAIRS, METAL HANGERS, METAL SPACERS, CONCRETE SPACERS OR PLASTIC CHAIRS SHALL BE USED TO SUPPORT THE REINFORCEMENT. ANY METAL SUPPORTING DEVICES SHALL HAVE A PROTECTIVE COATING, BARRIER, OR FINISH BETWEEN THE REINFORCING STEEL AND THE SUPPORT AND/OR BETWEEN THE GROUND AND THE SUPPORT, IF THE SUPPORT IS NOT FULLY ENCASED IN CONCRETE. THE COATING, BARRIER, OR FINISH CAN BE HOT DIP GALVANIZING, EPOXY, PLASTIC, OR STAINLESS STEEL. CONCRETE CHAIRS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH EQUAL TO, OR GREATER THAN, THAT OF THE CONCRETE BEING PLACED. 7 #4 LAP = 16"

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REBAR REINFORCED

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4-FT MANHOLE DETAIL 4/6

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INV: 720.50

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18" PVC PIPE ASTM F679

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EL: 723.42

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SUB-LINER IN-PLACE MATERIAL NRCS 522 TABLE 2A P200 40% 40% PI 12 12 THICKNESS 8IN8IN

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EL: 724.08

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EL: 728.00

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5-INCH CONCRETE WITH WATERSTOP DETAIL 5/5

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EL: 724.50

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EG

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CONSTRUCTION JOINT DETAIL 7/5

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NOTE 1

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NOTE 2

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NOTES: 1) SLOPE VARIES BETWEEN SLOPE VARIES BETWEEN HORIZONTAL AND 10% 2) SLOPE VARIES BETWEEN SLOPE VARIES BETWEEN 3.4% AND 10%

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COMPACTED FILL WCS 204

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EG

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NOTES: 1) SLOPE VARIES BETWEEN SLOPE VARIES BETWEEN 20% AND 28% 2) SLOPE VARIES BETWEEN SLOPE VARIES BETWEEN 16% AND 28%

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NOTE 1

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NOTE 2

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EL: 723.42

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EL: 724.08

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EL: 724.50

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COMPACTED FILL WCS 204

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EG

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TYPICAL SECTION

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QUANTITIES: LOCATION OF SLAB - DETENTION BASIN LOCATION OF SLAB - DETENTION BASIN SLAB AREA - 3,650 SQ. FT. 3,650 SQ. FT. SQ. FT. REBARS: (#4 @ 15" O.C., EACH WAY, 1.71LF/SQ.FT.) 6,242 LIN.FT. 6,242 LIN.FT. LIN.FT. CONCRETE SLAB 79 CU.YD. 79 CU.YD. CU.YD. WHITE CURING COMPOUND SQ.FT. (ASTM C-309, TYPE 2) 3,650 SQ. FT. 3,650 SQ. FT. SQ. FT.

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GENERAL CONSTRUCTION NOTES: 1. CONCRETE IS TO BE MIXED AND PLACED ACCORDING TO SPEC. 4 AND SHALL BE CONSOLIDATED AS NECESSARY TO INSURE DENSE CONCRETE 2. JOINTS, IF USED, ARE TO BE SPACED AS SPECIFIED ELSEWHERE 3. WHITE CURING COMPOUND SHALL BE APPLIED TO CONCRETE AS SOON AS THE CONCRETE CAN BE WALKED ON. 4. SITE PREPARATION: REMOVE ALL ORGANIC AND UNCOMPACTED MATERIAL BEFORE PLACING SUB-LINER. 5. SUB-LINER IS TO BE CLEAN, COMPACTED, MINERAL SOILS WITH GREATER THAN OR EQUAL TO 20% FINES PASSING A #200 SIEVE AND A PI GREATER THAN OR EQUAL TO 12. DAMPEN THE SUB-LINER BEFORE THE CONCRETE IS POURED. 6. METAL CHAIRS, METAL HANGERS, METAL SPACERS, CONCRETE SPACERS OR PLASTIC CHAIRS SHALL BE USED TO SUPPORT THE REINFORCEMENT. ANY METAL SUPPORTING DEVICES SHALL HAVE A PROTECTIVE COATING, BARRIER, OR FINISH BETWEEN THE REINFORCING STEEL AND THE SUPPORT AND/OR BETWEEN THE GROUND AND THE SUPPORT, IF THE SUPPORT IS NOT FULLY ENCASED IN CONCRETE. THE COATING, BARRIER, OR FINISH CAN BE HOT DIP GALVANIZING, EPOXY, PLASTIC, OR STAINLESS STEEL. CONCRETE CHAIRS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH EQUAL TO, OR GREATER THAN, THAT OF THE CONCRETE BEING PLACED. 7. #4 LAP = 16"

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REBAR REINFORCEMENT

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#4 BARS @ 15 " 0.C. EACH WAY

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HOLES DRILLED AT A SLIGHT ANGLE AND EPOXIED INTO EXISTING SLAB, MATCHING PLANNED BAR SIZE AND SPACING, BEND TO MATCH NEW STEEL

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10

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1

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#4 REBAR, 24" LONG

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NEW

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CONCRETE

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SIDE VIEW

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1

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1

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EXISTING CONCRETE

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NOTES: 1. ACCEPTABLE HYDROPHILIC ACCEPTABLE HYDROPHILIC SEALANT; SIKASWELL TYPE A, SIKASWELL TYPE E, LEAKMASTER LV-1

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NOTE 1

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DETENTION BASIN PLAN AND PROFILES

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REVISION DATE

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BY

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BY

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SHEET NO.

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5

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VARIES

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DATE:

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12/06/2017

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A A

PROFILE - WASTE TRANSFER PIPE #1



2

6

MANHOLE @ STA: 11+00 DETAIL

SCALE 1" = 2'

4

6

ALTERNATE PIPE MATERIALS3

6

PLAN - WASTE TRANSFER PIPE #1

SCALE 1" = 40'

1

6

PIPE TRENCH DETAIL

NTS

5

6

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STA: 12+34.7 4-FT MANHOLE DETAIL 4/6 RIM EL: 724.50 FLOOR EL:719.50

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347LF OF 18" PVC PIPE ASTM F679

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STA: 0+08.6 BEGIN PIPE INV: 709.34

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STA: 4+38.6 4-FT MANHOLE RIM EL: 728.04 FLOOR EL:716.15

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DEPTH: 12-FT

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INV EL: 716.53

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INV EL: 718.27

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INV EL: 720.5

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STA: 7+88.6 4-FT MANHOLE RIM EL: 728.26 FLOOR EL:717.86

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DEPTH: 10-FT

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DEPTH: 5.33-FT

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INSTALL PIPE PER DETAIL 5/6 SEE DETAIL 3/6 FOR ALTERNATE PIPE MATERIALS

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STA: 1+32.1 45DEG BEND HORIZ. INV: 711.41

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STA: 1+31.1 45DEG BEND INV: 711.41

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STA: 3+28.4 45DEG BEND INV: 714.21

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STA: 5+21.0 45DEG BEND INV: 716.94

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STA: 4+38.6 4-FT MANHOLE DETAIL 6/7 RIM: 728.00 INV: 716.53

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347LF 18" PVC PIPE ASTM F679

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STA: 5+08.8 45DEG BEND INV: 716.87

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HEIFER LOT

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HEIFER BARN

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FSA

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HEIFER BARN

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MACHINE SHED

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SHED

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SHED

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SHED

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BIN

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W

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1.16%

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0.50%

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STA: 12+01.7 45DEG BEND INV: 720.34

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STA: 12+08.9 45DEG BEND INV: 720.42

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MATERIAL

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PVC

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ASTM D2241

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TABLE 1: GRAVITY PIPELINES (INCLUDING ABRASIVE MATERIALS)

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SPECIFICATION

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HDPE

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HDPE

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PVC

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PVC

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AASHTO M252, TYPE S

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AASHTO M294, TYPE S OR ASTM F2306

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ASTM F679

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ASTM D3034 (SDR35)

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ASTM D2241 (SDR32.5)

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PIPE JOINTS AND FITTINGS MUST MEET THE DESIGNATED MAXIMUM OPERATING PRESSURE.

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OTHER JOINTS AND METAL/CAST FITTINGS MAY BE USED IF PRESSURE RATING OF FITTING IS GREATER THAN PRESSURE RATING OF THE PIPE TO BE INSTALLED.

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SIZE

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4"-10"

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12"-60"

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18"-48"

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3"-15"

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1/8"-36"

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JOINT PERFORMANCE SPECS

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ASTM D3212 (10.8 PSI)

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ASTM D3212 (10.8 PSI)

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ASTM D3212, D3139, D2672

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ASTM D3212, D3139, D2672

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ASTM D3212, D3139, D2672

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JOINT FITTING SPEC

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F2306/F477)

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F2306/F477)

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ASTM F679

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ASTM D3034

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SECTION A-A

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NOTES:

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PLAN

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1. FOR ALL PIPE PENETRATIONS USE CAST IN FOR ALL PIPE PENETRATIONS USE CAST IN PLACE ASTM C-923 PIPE CONNECTOR 2. MANHOLE IS TO BE ASTM C-478 MANHOLE IS TO BE ASTM C-478 MONOLITHICALLY POURED WITH THE BASE 3. NEENAH FOUNDRY MANHOLE FRAME R-1792 OR NEENAH FOUNDRY MANHOLE FRAME R-1792 OR EQUIVALENT 4. GRATE CONSTRUCTED OF #4 REBAR, WELDED GRATE CONSTRUCTED OF #4 REBAR, WELDED 6-INCHES ON CENTER OR EQUIVALENT 5. ACCEPTABLE HYDROPHILIC SEALANT; SIKASWELL ACCEPTABLE HYDROPHILIC SEALANT; SIKASWELL TYPE A, SIKASWELL TYPE E, LEAKMASTER LV-1

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TO WSF

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EL: 724.5

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EL: 719.17

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INV: 720.5

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ASTM C923 PIPE CONNECTOR

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18" PVC PIPE ASTM F679

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48" DIAMETER CONCRETE MANHOLE

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10

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1

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HYDROPHILIC SEALANT

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#4 REBAR WELDED 6-INCHES ON CENTER

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NEENAH FOUNDRY MANHOLE FRAME R-1792 OR EQUIVALENT

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1:1

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1:1

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OR FLATTER

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OR FLATTER

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PIPE BEDDING AND BACKFILL NOTES: 1. MINIMUM PIPE COVER TO BE 4 FT. 2. BED THE TRANSFER PIPE WITH CLEAN, PIT-RUN, SAND/GRAVEL COMPACTED IN 4-INCH LIFTS TO 6" ABOVE TOP OF PIPE.

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CLEAN, PIT-RUN, SAND/GRAVEL

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BACKFILL

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WASTE TRANSFER PIPE #1 PLAN AND PROFILE

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REVISION DATE

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BY

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BY

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6

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12/06/2017

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DRAWN BY:

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MOVED WSF 40FT WEST

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11-02-18

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A A

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PROFILE - WASTE TRANSFER PIPE #2



2

7

PLAN - WASTE TRANSFER PIPE #2

SCALE 1" = 20'

1

7

LINER PENETRATION DETAIL

NTS

3

7

TANK PENETRATION DETAIL

NTS

4

7

DOUBLE CLEANOUT DETAIL

NTS

5

7

4-FT MANHOLE DETAIL

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6

7

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INSTALL PIPE PER DETAIL 5/6 SEE DETAIL 3/6 FOR ALTERNATE PIPE MATERIALS

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372LF OF 15" PVC PIPE ASTM D3034 (SDR 35)

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INV: 719.00

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PIPE PENETRATION DETAIL 4/7

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STA: 1+46.4 0.5 DEG DEFLECTION INV: 708.06

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EG

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FG

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FLOOR EL: 706.6

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BERM EL: 720.0

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FLOOR: 718.40

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STA 2+72.6 DOUBLE CLEANOUT DETAIL 5/7

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{

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WHERE COVER IS LESS THAN 4-FT PLACE 4'X8' SHEET RIGID INSULATION 2" OF INSULATION IS EQUAL TO 1-FT OF COVER

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STA 1+23.5 DOUBLE CLEANOUT DETAIL 5/7

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{

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STA: 2+72.6 DOUBLE CLEANOUT DETAIL 5/7

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{

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TANK PENETRATION DETAIL 4/7

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COLLECTION BASIN

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HEIFER YARD

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HEIFER BARN

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FLOOR EL: 706.6

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BERM EL: 720.0

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{

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STA: 1+23.5 DOUBLE CLEANOUT DETAIL 5/7

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372LF OF 15" PVC PIPE ASTM D3034 (SDR 35)

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C EMBANKMENT

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CONCRETE

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L

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PIT BOTTOM

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NOTES: 1. BED THE TRANSFER PIPE WITH CLEAN, PIT-RUN BED THE TRANSFER PIPE WITH CLEAN, PIT-RUN SAND-GRAVEL COMPACTED IN 4 IN. LIFTS TO 6" ABOVE TOP OF PIPE FROM THE DETENTION BASIN TO THE EMBANKMENT CENTERLINE. 2. FROM THE EMBANKMENT CENTERLINE TO THE PIPE OUTLET, FROM THE EMBANKMENT CENTERLINE TO THE PIPE OUTLET, THE PIPE BEDDING AND TRENCH BACKFILL MATERIAL SHALL MATCH THE STORAGE FACILITY DESIGN. THE PERFORMANCE AND INTEGRITY OF ALL LINERS SHALL BE MAINTAINED. 3. THE SECTION OF PIPE THAT PENETRATES THE WSF LINER THE SECTION OF PIPE THAT PENETRATES THE WSF LINER SHALL BE A MINIMUM OF 10 FT. IN LENGTH 4. JOINTS WITHIN 25 FT. OF THE PENETRATION SHALL HAVE A JOINTS WITHIN 25 FT. OF THE PENETRATION SHALL HAVE A MECHANICAL A/O CONCRETE RESTRAINT 5. ACCEPTABLE HYDROPHILIC SEALANT; SIKASWELL TYPE A, ACCEPTABLE HYDROPHILIC SEALANT; SIKASWELL TYPE A, SIKASWELL TYPE E, LEAKMASTER LV-1

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CUT PIPE FLUSH

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HYDROPHILIC SEALANT AROUND PIPE

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SECTION A-A

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PLAN VIEW

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NOTE 1

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NOTE 2

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NOTE 4

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NOTE 1

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FLOW

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FLOW

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INSIDE

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A

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A

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SECTION A-A

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SAW CUT 18"X18" HOLE

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SAW CUT 18"X18" HOLE

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NEW CONCRETE

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15" PVC PIPE ASTM D3034 (SDR35)

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4-#4 BARS, 12" LONG, SPACED AT 90 DEG. DRILLED AND EPOXIED INTO EXISTING TANK WALL

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4-#4 BARS 2'-1" LONG

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PRE-APPROVED HYDROPHILIC SEALANT

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EXISTING CONCRETE

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TANK FLOOR

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PLAN VIEW

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FLOOR: 718.40

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INV: 719.00

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PVC ASTM D3034 (SDR 35)

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CAP

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6" PIPE

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45DEG BEND

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15" PIPE

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15"X6" WYE

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WASTE TRANSFER PIPE #2 PLAN AND PROFILE

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BY

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BY

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7

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DATE:

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12/06/2017

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TJS

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DRAWN BY:

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CHECKED BY:

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JMR

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06-01-18

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MTS

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MOVED WSF 40FT WEST

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11-02-18

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MTS

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ROTATED WSF

YARD

WATERSTOP JOINT DETAIL

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8

WATERSTOP INSTALLATION DETAIL

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8

DEPTH GAUGE DETAIL

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8

FENCE DETAIL

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8

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8"x8" CURB

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SECTION A-A

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#4 REBAR

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CONCRETE (.0164 CU.YDS. PER LIN.FT.)

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QUANTITIES

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124 FT.

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2 CU.YD.

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SLAB

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A

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SLAB

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SECTION B-B

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#4 REBAR

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A

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@ 24" O.C.

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#4 REBAR

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8"x8" CURB

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PLAN VIEW

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8" CURB

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INSERT REBARS INTO CONCRETE, EVERY OTHER BAR, A MARKER BAR (SEE DETAIL)

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NOTE: ALL STEEL SHALL BE TIED PRIOR TO POURING ALL STEEL SHALL BE TIED PRIOR TO POURING

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NOTE INSTALL MARKERS AT THE FOLLOWING ELEVATIONS; 707.6, 708.6, 709.6, 710.6, 711.6, 712.6, 713.6, 714.6, 715.6, 716.6, 717.6 MOL - EL: 718.36 MOS - EL: 719.00

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EPOXY COATED #4 BAR, 24" LONG, CENTER OF BEND 8" FROM END

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@ 24" O.C.

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#4 REBAR

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B

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B

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9.2:1

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GATE SECTION

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5 1/2" X 8'

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CORNER POSTS

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16 1/2' MAX

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CORNER POST ASSEMBLY

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PULL POST ASSEMBLY

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SEE NOTE 6

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CORNER

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SEE NOTE 5

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5" X 7' BRACE POSTS

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QUANTITIES TOTAL LENGTH OF FENCE 1,852 LIN. FT. 1,852 LIN. FT. LIN. FT. NUMBER OF CORNERS 5 EA. 5 EA. EA. NUMBER OF PULL POST ASSEMBLIES 0 EA. 0 EA. EA. CORNER POSTS (5 1/2" X 8') 7 EA. 7 EA. EA. BRACE POSTS (5" X 7') 12 EA. 12 EA. EA. HORIZONTAL BRACES (3" X 6 1/2') 12 EA. 12 EA. EA. LINE POSTS 112 EA. 112 EA. EA. WIRE FENCE (12-1/2 GAGE) 14,812 LIN. FT14,812 LIN. FT LIN. FT

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3" X 6-1/2'

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20-FT GATE

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5" X 7' BRACE POST

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5"X7' BRACE POST

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3" X 6-1/2'

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3" X 6-1/2'

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5"X7' BRACE POST

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5"X7' BRACE POST

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5-1/2"X8' CORNER POST

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NOTES 1. USE PRESSURE TREATED POSTS WITH BRACING AT THE USE PRESSURE TREATED POSTS WITH BRACING AT THE CORNERS AND GATES. STEEL POSTS 6.5 FEET LONG MAY BE USED FOR LINE POSTS 2. MAXIMUM POST SPACING IS 16.5 FEET MAXIMUM POST SPACING IS 16.5 FEET 3. WOVEN OR WELDED WIRE TO BE A MINIMUM 12-1/2 GAGE WOVEN OR WELDED WIRE TO BE A MINIMUM 12-1/2 GAGE NON-CLIMB TYPE WITH 2"X4" OPENINGS OR CYCLONE DIAMOND SHAPE 4. FENCE HEIGHT TO BE A MINIMUM OF 48" FENCE HEIGHT TO BE A MINIMUM OF 48" 5. CORNER POST ASSEMBLIES NEEDED AT CORNERS OF CORNER POST ASSEMBLIES NEEDED AT CORNERS OF DEFINITE ANGLES (NOT JUST 90 ) o) 6. PULL POST ASSEMBLY NEEDED EVERY 660 FEET.PULL POST ASSEMBLY NEEDED EVERY 660 FEET.

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LINE POST

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WIRE FENCE NOT SHOWN FOR CLARITY

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QUANTITIES

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6'' WATERSTOP - 3,740 LIN.FT.

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CONSTRUCTION NOTES 1. FACTORY PREFABRICATED CORNERS AND TRANSITIONS SHALL BE USED, LEAVING ONLY STRAIGHT BUTT FACTORY PREFABRICATED CORNERS AND TRANSITIONS SHALL BE USED, LEAVING ONLY STRAIGHT BUTT JOINT SPLICES FOR FIELD WELDING. 2. SEE DETAIL FOR PREFABRICATED TRANSITIONS NEEDED. SEE DETAIL FOR PREFABRICATED TRANSITIONS NEEDED. 3. SEE JOINT PLAN, SHEET 8, FOR LOCATIONS AND DETAILS OF JOINTS SEE JOINT PLAN, SHEET 8, FOR LOCATIONS AND DETAILS OF JOINTS 4. PROVIDE FACTORY WELDED WATERSTOP INTERSECTIONS AS SHOWN. PROVIDE FACTORY WELDED WATERSTOP INTERSECTIONS AS SHOWN. 5. WATERSTOP IS TO BE MANUFACTURED PVC, TPE, OR PE, WITH A MINIMUM WEB THICKNESS OF 3/8". WATERSTOP IS TO BE MANUFACTURED PVC, TPE, OR PE, WITH A MINIMUM WEB THICKNESS OF 3/8". 6. ACCEPTABLE MODELS: GREENSTREAK 706, 717, 779, BOMETALS RCB-638LB, RCB-612, RCB-638NT, ACCEPTABLE MODELS: GREENSTREAK 706, 717, 779, BOMETALS RCB-638LB, RCB-612, RCB-638NT, DURAJOINT TYPE 9. 7. EMBEDDED WATERSTOPS MAY NOT BE WELDED OR JOINED TO OTHER WATERSTOPS OF DIFFERENT EMBEDDED WATERSTOPS MAY NOT BE WELDED OR JOINED TO OTHER WATERSTOPS OF DIFFERENT SIZE, CONFIGURATION, OR MATERIAL.

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A. TYPICAL WATERSTOP CROSS SECTION (BOMETALS RCB-638NT SHOWN)

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B. FLAT CROSS QUANTITY: 9

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1" OUTER DIAMETER MAX.

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1/2" INNER DIAMETER

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C. FLAT TEE QUANTITY: 3

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D. CUSTOM CORNER QUANTITY: 1

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E. CUSTOM CORNER QUANTITY: 1

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F. CUSTOM CORNER QUANTITY: 1

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G. CUSTOM CORNER QUANTITY: 1

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H. CUSTOM CORNER QUANTITY: 1

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I. CUSTOM CORNER QUANTITY: 1

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J. CUSTOM CORNER QUANTITY: 1

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K. CUSTOM CORNER QUANTITY: 1

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SLIP DOWEL SLEEVE

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FIRST POUR

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STEEL DOWEL, #6 BAR 18" LONG, 12" O.C.

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SECOND POUR

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6" WATERSTOP, DETAIL 1/6

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7" SLAB

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CROSS-SECTION OF WATERSTOP CONTROL JOINT LOAD BEARING

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INSTALLATION: INSTALLATION: A. CENTER THE WATERSTOP ON THE JOINT. B. SECURE THE WATERSTOP ALONG ITS LENGTH AT THE CENTER BULB AND SUFFICIENTLY AT THE WEB TO HOLD IT IN PLACE. C. PLACE CONCRETE WITHOUT DISPLACING THE WATERSTOP. D. THOROUGHLY VIBRATE CONCRETE AROUND THE WATERSTOP TO PREVENT VOIDS. E. AFTER THE FIRST POUR, CLEAN THE UNEMBEDDED WATERSTOP WEB TO INSURE FULL CONTACT WITH THE SECOND POUR OF CONCRETE. F. KEEP THE CENTER BULB UNEMBEDDED AT THE JOINT CENTERLINE.

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NOTE: SLAB THICKNESS AT ALL CONTROL JOINTS TO BE 8"

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REINFORCING STEEL

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6'' WATERSTOP, DETAIL 1/6

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1/2'' EXPANSION JOINT MATERIAL

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CROSS-SECTION OF WATERSTOP CONTROL JOINT NON-LOAD BEARING

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CONSTRUCTION DETAILS

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REVISION DATE

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BY

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REVISION DATE

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BY

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SHEET NO.

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8

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SCALE

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VARIES

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DATE:

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12/06/2017

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TJS

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DRAWN BY:

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CHECKED BY:

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JMR

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site - ledgeview, wisconsin · 2/6/2019 · moved wsf 40ft west * * * * * * * * * * engineer:...

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