ARFQ DEP26-32 OSR Z&F Development Co (1). System Upgrade - Plans (1).pdf

DA-1

LOCATION MAP

WEST VIRGINIA COUNTY HIGHWAY MAP

VICINITY MAP

RIVESVILLE -BLACKSVILLE 15' QUADRANGLE

MORGANTOWN

OFFICE OF SPECIAL RECLAMATION

DIVISION OF LAND RESTORATION

West Virginia Department of Environmental Protection

HAROLD D. WARD, CABINET SECRETARY

MONONGALIA COUNTY, WEST VIRGINIA

PROJECT

AREA

LAT. 39 ° 55' 00" N

PROJECT

AREA

Z&F SYSTEM UPGRADE

MONONGALIA COUNTYLON. 80 ° 03' 00" W

JUNE 2025

DRAWING INDEX

DESCRIPTION SHEET NO. DESCRIPTION SHEET NO.

TITLE PAGE 1

SUMMARY OF QUANTITIES 2

GENERAL AND STRUCTURAL NOTES 3

SEDIMENT AND EROSION CONTROL 4

TREATMENT SITE OVERVIEW 1 5

TREATMENT SITE OVERVIEW 2 6

BUILDING UPGRADE 7

ELECTRICAL UPGRADES 8-9

SPILLWAY 10

TREATMENT POND BERM 11

DITCH DETAILS 12

FENCE DETAILS 13

BAFFLE CURTAINS 14

ROAD, CULVERT, & OUTLET DETAILS 15

PROJECT SIGN 16

PERMIT # S-21-84

PROJECT

AREA

Digitally signed by: Daniel Q. Aucremanne DN: CN = Daniel Q. Aucremanne email = daniel.q.

aucremanne@wv.gov C = US O = WV Department of Environmental Protection OU = WVDEP OSR Date: 2025.09.12 14:43:22 -04'00'

Daniel Q.

Aucremanne

SPECIFICATION SUMMARY OF QUANTITIES QUANTITY UNITS

6-2 SILT FENCE 600 LF

6-1 REVEGETATION TYPE I 4 AC

5-2, 7-1 ROAD MAINTENANCE 1 LS

7-1 NEW ROAD CONSTRUCTION BASE LAYER 175 LF

7-1 NEW ROAD CONSTRUCTION FINAL LAYER 175 LF

7-1, 7-3 INCIDENTAL LIMESTONE 600 TN

7-2,7-3 INCIDENTAL NON-CALCAREOUS STONE 200 TN

7-2 DITCH 1 (non-calcareous ditch) 150 LF 7-1, 9-4 DITCH 2 (1 foot grouted riprap trap ditch) 110 LF 7-1 DITCH 3 (riprap ditch) 100 LF

8-5 BAFFLE CURTAINS 220 LF

9-1, 10-14, 13-15 BAFFLE CURTAIN ANCHORS 8 EA

10-14 12 INCH SDR-35 CONVEYANCE PIPE 150 LF

7-2, 8-2, 10-14 12 INCH SDR-35 PERFORATED PIPE 100 LF

10-16 18 INCH HDPE DUAL WALL CULVERT 40 LF

7-1,9-2 12 INCH HEADWALL 1 EA

5-6 FARM FENCING WITH GATES 1200 LF

7-1, 9-2, 9-3, 9-5 4 FOOT MANHOLE 1 EA

11-1 thru 11-30 ELECTRICAL 1 LS

11-6 2 INCH ELECTRICAL CONDUIT 175 LF

10-14, 13-9, 13-15, 13-22 BUILDING UPGRADE 1 LS

6-5, 8-6 SLUDGE CELL CLEANING AND EXPANDING 1 LS

10-15 6 INCH HDPE SLUDGE FORCEMAIN 150 LF

9-1, 10-16 SPILLWAY UPGRADE 1 LS

10-15, 10-38 2 INCH DRAIN FOR SLUDGE FORCEMAIN 2 EA

6-5 TREATMENT POND EARTHEN BERM 1 LS

8-6 GEOSYNTHETIC CLAY LINER 5500 SF

THE QUANTITIES SHOWN ON THE SUMMARY OF QUANTITIES REPRESENT THE AMOUNTS AS

DIRECTLY MEASURED IN THE PLANS. WHEN BIDDING IN WVOASIS THE COMMODITY LINES MAY BE

DIFFERENT AMOUNTS FROM THE PLANS TO ACCOMMODATE ANY UNFORESEEN CHANGES IN THE

FIELD. THEREFORE, ALWAYS BID ON THE QUANTITIES LISTED IN WVOASIS.

SUMMARY OF QUANTITIES

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

DATE:JUNE 2025

Z&F DEVELOPMENT SYSTEM UPGRADE

PERMIT # S-21-84

MONONGALIA COUNTY, WEST VIRGINIA

SEDIMENT AND EROSION CONTROL

THE FIRST ORDER OF WORK FOR THE CONTRACTOR IS TO INSTALL SEDIMENT

CONTROL STRUCTURES TO ESTABLISH EROSION CONTROL AT THE EARLIEST POSSIBLE

DATE. INITIAL CLEARING AND GRUBBING IS TO ONLY BE WHAT IS NECESSARY IN

ORDER TO ACCOMPLISH THESE OPERATIONS.

WVDEP SHALL CONDUCT PERIODIC INSPECTION OF SEDIMENT AND EROSION CONTROL

MEASURES TO INSURE PROPER OPERATION AND COMPLIANCE.

IN THE EVENT THAT THE TEMPORARY EROSION AND POLLUTION CONTROL MEASURES

ARE ORDERED BY THE PROJECT CONTACT DUE TO THE CONTRACTOR'S NEGLIGENCE,

CARELESSNESS, OR FAILURE TO INSTALL PERMANENT CONTROLS AS PART OF THE

WORK AS SCHEDULED, SUCH WORK SHALL BE PERFORMED BY THE CONTRACTOR AT

THE CONTRACTOR'S EXPENSE.

WASTE AND BORROW SITES

WHEN REQUIRED, WASTE AND BORROW SITES SHALL BE DEPICTED ON THE PROJECT

PLANS. DURING THE CONTRACT, IF ADDITIONAL WASTE AND BORROW SITES ARE

REQUIRED, THE CONTRACTOR SHALL CONTACT THE PROJECT CONTACT.

NO WASTE OR BORROW SITES SHALL BE PERMITTED WITHIN ANY FLOODPLAIN,

WETLANDS, OR HIGHLY SENSITIVE CULTURAL RESOURCES.

EXISTING PIPE REMOVAL

ANY EXISTING PIPES THAT ARE REMOVED DURING CONSTRUCTION SHALL BECOME

THE PROPERTY OF THE WVDEP, UNLESS OTHERWISE NOTED. THE COST OF THE

REMOVAL OF EXISTING PIPES SHALL BE INCLUDED IN THE COMMODITY LINE ITEM "SITE

PREPARATION" AND SHALL INCLUDE REMOVAL, DISPOSAL, AND BACKFILL WITH

SUITABLE MATERIAL.

CONSTRUCTION ENTRANCE AND ROADS

CONSTRUCTION ENTRANCE(S) SHALL BE INSTALLED AT THE LOCATION(S) SHOWN ON

THE PROJECT PLANS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE ROADS IN A CLEAN

AND DUST FREE CONDITION.

AGGREGATE BASE COURSE SHALL BE APPLIED IMMEDIATELY FOLLOWING ROUGH

GRADING PER PROJECT PLAN DETAILS.

ELECTRICAL

THE CONTRACTOR SHALL FOLLOW ALL LATEST LOCAL, STATE, AND FEDERAL

ELECTRICAL CODES, INCLUDING THE NATIONAL ELECTRICAL CODE (NEC).

ALL ELECTRICAL WORK PERFORMED SHALL BE EITHER COMPLETED BY OR UNDER THE

DIRECT SUPERVISION OF A MASTER ELECTRICIAN.

THE GENERAL CONTRACTOR OR AN ELECTRICAL SUBCONTRACTOR SHALL BE

LICENSED IN THE STATE OF WEST VIRGINIA TO PERFORM ELECTRICAL WORK. THE

COMPANY PERFORMING THE ELECTRICAL WORK SHALL HAVE A MINIMUM OF FIVE (5)

YEARS OF EXPERIENCE IN THE INSTALLATION OF ELECTRICAL SYSTEMS FOR WATER

TREATMENT FACILITIES. THE COMPANY MAY EMPLOY WEST VIRGINIA LICENSED

JOURNEYMAN ELECTRICIANS WORKING UNDER THE SUPERVISION OF THE MASTER

ELECTRICIAN. HOWEVER, NO MORE THAN ONE APPRENTICE PER JOURNEYMAN SHALL

BE PERMITTED.

UTILITIES

THE LOCATIONS OF ALL KNOWN UTILITIES ARE SHOWN ON THE PROJECT PLANS AND

FIELD INFORMATION. THE CONTRACTOR IS RESPONSIBLE TO ASCERTAIN THE STATUS

AND LOCATION OF EACH UTILITY WHEN PERFORMING WORK WHICH MAY AFFECT THE

FACILITIES, INCLUDING CALLING WV 811, PROBING, EXCAVATION, OR ANY OTHER

PRECAUTION REQUIRED TO CONFIRM LOCATION. THE CONTRACTOR WILL BE

RESPONSIBLE FOR ANY DAMAGE OR DISRUPTION TO UTILITY LINES WHICH ARE KNOWN

ACTIVE AND ARE TO REMAIN IN OPERATION.

DRAINAGE

THE CONTRACTOR SHALL MAINTAIN WORKING STORM DRAINAGE SYSTEMS THROUGH THE WORK

AREAS AT ALL TIMES DURING CONSTRUCTION. THE WORKING SYSTEM MAY CONSIST OF THE

EXISTING STORM DRAINAGE SYSTEM, THE PROPOSED STORM DRAINAGE SYSTEM OR COMBINATION

THEREOF.

BENCH MARKS

THE CONTRACTOR SHALL BE RESPONSIBLE FOR HOLDING BENCH MARK LOCATIONS THROUGHOUT

THE LIFE OF THE CONTRACT. IN THE EVENT THAT A BENCH MARK IS DISTURBED, THE

CONTRACTOR, AS DIRECTED BY THE PROJECT CONTACT, WILL RELOCATE OR RE-ESTABLISH THE

BENCH MARK. NO ADDITIONAL PAYMENT OR COMPENSATION WILL BE MADE FOR THIS WORK.

VERIFICATION OF DIMENSIONS

THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL PLAN AND ELEVATION DIMENSIONS

PRIOR TO ORDERING MATERIALS FOR THE CONSTRUCTION OF THE VARIOUS COMMODITY LINE

ITEMS IN THIS CONTRACT.

NOTICE TO CONTRACTORS

REPRESENTATIVES OF THE FOLLOWING STATE AND FEDERAL AGENCIES MAY BE IN THE AREA ON

OCCASION TO OBSERVE, INSPECT AND MONITOR THE CONSTRUCTION ACTIVITIES:

WEST VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION, (WVDEP)

WEST VIRGINIA DIVISION OF NATURAL RESOURCES, (WVDNR)

WEST VIRGINIA STATE HISTORIC PRESERVATION OFFICE, (WVSHPO)

UNITED STATES FISH AND WILDLIFE SERVICES, (USFWS)

UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, (USEPA)

UNITED STATES ARMY CORPS OF ENGINEERS, (USACE)

UNITED STATES NATURAL RESOURCES CONSERVATION SERVICE,(USNRCS)

ADVISORY COUNCIL OF HISTORIC PRESERVATION, (ACHP)

UNITED STATES DEPARTMENT OF AGRICULTURE, FOREST SERVICE, (USDA, FS)

OFFICE OF SURFACE MINING (OSM)

SHOP DRAWINGS

SHOP DRAWINGS SHALL BE SENT TO THE ATTENTION OF THE PROJECT CONTACT.

GEOTECHNICAL REPORT

WHEN SITE CONDITIONS REQUIRE A GEOTECHNICAL REPORT, REFER TO TECHNICAL SPECIFICATION

SECTION 14-1 GEOTECHNICAL REPORT. ANY INQUIRIES SHALL BE DIRECTED TO THE PROJECT

CONTACT.

ELEVATIONS

ALL ELEVATIONS SHOWN REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. (NAD88)

COORDINATES

THE PROJECT PLAN DATUMS ARE BASED UPON THE NORTH OR SOUTH ZONE OF THE WEST

VIRGINIA STATE PLANE SYSTEM. THE HORIZONTAL DATUM IS BASED ON THE NORTH\

AMERICAN DATUM OF 1983 (NAD 83). GRID FACTORS ARE NOT REQUIRED WHEN MAKING FIELD

MEASUREMENTS.

CROSS-SECTION VIEWS

ALL CROSS SECTIONS ARE TO BE VIEWED IN THE DIRECTION OF THE ARROW.

VIEWING DIRECTION

FOUNDATIONS

1. THE CONTRACTOR SHALL REVIEW THE SUBSURFACE INVESTIGATION

REPORT, IF AVAILABLE, BEFORE THE START OF CONSTRUCTION.

2. THE CONTRACTOR SHALL NOT PLACE ANY FOUNDATION UNTIL THE

SUBGRADE HAS BEEN ACCEPTED BY THE PROJECT CONTACT.

STRUCTURAL STEEL

1. ALL STEEL SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR THE

DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR

BUILDINGS", LATEST EDITION.

2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST EDITION OF

AMERICAN WELDING SOCIETY, AWS D1.1.

3. ALL EXTERIOR STRUCTURAL STEEL SHALL BE PAINTED IN ACCORDANCE

WITH TECHNICAL SPECIFICATION SECTION 13-15 PAINTING METAL

STRUCTURES.

CAST-IN-PLACE CONCRETE

1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT

TWETNY-EIGHT (28) DAYS OF FOUR THOUSAND (4,000) PSI UNLESS OTHERWISE

NOTED.

2. ALL CONCRETE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH

"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 350-01.

3. ALL EMBEDDED ITEMS ARE NOT SHOWN ON THE PROJECT PLANS. THE

CONTRACTOR SHALL REVIEW THE PROJECT PLANS OF THE VARIOUS TRADES

AND COORDINATE PLACEMENT OF EMBEDDED ITEMS.

4. CONSTRUCTION JOINTS ARE SHOWN ON THE PROJECT PLANS. ANY CHANGES

OR ADDITIONS SHALL BE SUBMITTED TO THE PROJECT CONTACT BEFORE

CONCRETE PLACEMENT. USE TWO (2) INCH X FOUR (4) INCH KEY FOR LESS

THAN EIGHTEEN (18) INCH WALL OR SLAB THICKNESS AND TWO (2) INCH X SIX

(6) INCH KEY FOR THICKNESS OF EIGHTEEN (18) INCHES AND GREATER.

5. PROVIDE FORM COVER WITH A MINIMUM OF TWO (2) INCH OF CONCRETE FROM

THE OUTSIDE SURFACE. TIES FOR WALLS SUBJECT TO HYDROSTATIC

PRESSURE SHALL HAVE WATERSTOPS.

6. PROVIDE ROUGH BROOM FINISH FOR EXTERIOR SLABS AND STEEL TROWEL

FINISH FOR INTERIOR SLABS UNLESS NOTED OTHERWISE.

REINFORCING STEEL

1. ASTM, A615, A616, OR A617, GRADE 60, MINIMUM YIELD STRENGTH SIXTY

THOUSAND (60,000) PSI.

2. REINFORCING DETAILS SHALL CONFORM TO ACI "DETAILING MANUAL - 1994"

OR AS SHOWN ON THE PROJECT PLANS.

3. MINIMUM BAR LAPS

TOP OTHER

#9 BAR 90 INCHES 65 INCHES

#8 BAR 71 INCHES 51 INCHES

#7 BAR 54 INCHES 39 INCHES

#6 BAR 43 INCHES 31 INCHES

#5 BAR 36 INCHES 26 INCHES

#4 BAR 28 INCHES 20 INCHES

4. MINIMUM CLEARANCE

a. CAST AGAINST EARTH - 3"

b. #6 BARS AND LARGER - 2"

c. #5 BARS AND SMALLER - 2"

STRUCTURAL LINTELS

UNLESS SHOWN OTHERWISE, PROVIDE THE FOLLOWING LINTEL ANGLES:

MASONRY OPENING ANGLE & SIZE BEARING

4'-0" TO LESS (2) 3 12 X 3 12 X 5

16 6"

4'-1" TO 6'-0" (2) 4 X 3 12 X 5

16 LLV 6"

6'-1" TO 7'-0" (2) 5 X 3 12 X 38 LLV 6"

7'-1" TO 3'-0" (2) 6 X 3 12 X 38 LLV 6"

8'-1" TO 9'-0" (2) 7 X 4 X 38 LLV 6"

1. ALL LINTELS SHALL BE GALVANIZED.

2. ALL LINTELS SHALL HAVE TWELVE (12) INCHES OF SOLID MASONRY BELOW

BEARING END.

BLOCK CONSTRUCTION

1. MASONRY WORK SHALL CONFORM TO THE LATEST EDITION OF THE "NATIONAL

CONCRETE MASONRY ASSOCIATION."

2. HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS SHALL MEET THE

REQUIREMENTS OF ASTM C90 AND HAVE A TWO (2) HOUR FIRE RATING.

3. MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM C-270 AND HAVE A

MINIMUM COMPRESSIVE STRENGTH OF ONE THOUSAND EIGHT HUNDERED

(1,800) PSI AT TWENTY-EIGHT (28) DAYS, GROUT SHALL HAVE A MINIMUM

COMPRESSIVE STRENGTH OF TWO THOUSAND FIVE HUNDRED (2,500) PSI AT

TWENTY-EIGHT (28) DAYS.

4. REINFORCING STEEL SHALL BE ASTM, A615, A616, OR A617 YIELD GRADE 60.

MINMUM STRENGTH SIXTY THOUSAND (60,000) PSI.

5. REINFORCING STEEL SHALL BE LAPPED AS SPECIFIED ON THIS SHEET. (REF

REINFORCING STEEL, SUB 3)

6. BLOCK MANUFACTURER SHALL PROVIDE A CONTROL JOINT DETAIL TO BE

REVIEWED AND APPROVED BY THE PROJECT CONTACT DURING

CONSTRUCTION.

GENERAL NOTES STRUCTURAL NOTES

GENERAL AND STRUCTURAL NOTES

TOTAL

SHT. NO.

GENERAL STEEL NOTES

1. STEEL FABRICATION AND ERECTION SHALL COMPLY WITH THE LATEST EDITIONS

OF THE FOLLOWING CODES & STANDARDS:

A. AMERICAN INSITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATION FOR

STRUCTURAL STEEL BUILDINGS.

B. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC) SPECIFICATION

FOR STRUCTURAL STEEL JOINTS USING HIGH-STRENGTH BOLTS.

C. WELDING AS PER AMERICAN WELDING SOCIETY (AWS) D1.1 "STRUCTURAL

WELDING CODE.

D. STATE BUILDING CODE - LATEST EDITION.

E. FEDERAL REGULATIONS OT THE OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) OF THE U.S. DEPARTMENT OF LABOR, TITLE 29.

F. ASTM INTERNATIONAL (ASTM) A992 STANDARD SPECIFICATION FOR

STRUCTURAL STEEL SHAPES.

G. ASTM A36 STANDARD SPECIFICATION FOR CARBON STEEL STRUCTURAL

STEEL.

H. PAINTING TO BE IN ACCORDANCE WITH THE SSPC PAINTING MANUAL:

1. VOLUME 1 - GOOD PAINTING PRACTICE

2. VOLUME 2 - SYSTEMS AND SPECIFICATIONS.

2. C SHAPES & ANGLE SHALL BE ASTM A992.

3. ALL OTHER PLATES AND SHAPES SHALL BE ASTM A36.

4. BOLT ASSEMBLY SHALL BE 3/4" ASTM F3125, GRADE A325 BOLTS; ASTM A563 NUTS,

GRADE C PLAIN; ASTM F436 WASHER, PLAIN.

5. THE STRUCTURAL STEEL DETAILER IS RESPONSIBLE FOR THE DESIGN OF ALL

CONNECTIONS, EXCEPT THOSE SPECIFICALLY SHOWN ON THE DESIGN DRAWINGS.

6. ALL BOLTED CONNECTIONS SHALL BE FULLY PRE TENSIONED.

7. ALL BOLTED CONNECTIONS SHALL HAVE A MINIMUM OF TWO (2) BOLTS.

8. FABRICATOR SHALL FURNISH ALL FIELD BOLTS, NUTS AND WASHERS NECESSARY.

9. WHERE FIELD WELD IS SPECIFIED, THE FABRICATOR SHALL FURNISH ALL

NECESSARY CLIPS AND BOLTS.

10. ALL GRATING TO BE MOLDED FIBERGLASS AS MANUFACTURED BY MCNICHOLS OR

EQ.

A. SERIES TYPE TO BE MS-S-150.

B. CONSTRUCTION TYPE TO BE MOLDED

C. GRID SHAPE TO BE SQUARE.

D. PRIMARY MATERIAL TO BE FIBERGLASS

E. RESIN TO BE SGF POLYESTER RESIN (SGF)

F. GRID SIZE TO BE 1 1/2" x 1 1/2" ON CENTER.

G. GRID HEIGHT TO BE 1 1/2".

H. GRID THICKNESS TO BE 1/4".

I. COLOR TO BE YELLOW.

J. GRATING SHALL BE ATTACHED WITH STAINLESS STEEL, TYPE 316 FRICTION

TYPE GRATING CLIPS.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection 03Z&F DEVELOPMENT UPGRADE

MONONGALIA COUNTY, WEST VIRGINIA 16DATE: JUNE 2025

OUTLET CROSS-SECTIONUP-SLOPE FACE

R3-ROCK

AASHTO #57

6" MIN.

1 MIN.

1 MIN.

FILTER FABRIC OR

STRAW BALESWOOD POSTS

1 MIN.

HEIGHT OF ROCK FILTER = 5/6

HEIGHT OF FILTER FABRIC FENCE

OR STRAW BALES

3' MIN.

AASHTO #57

% SLOPE

L

1'

3"

FLOW

RUN

R

IS

E

9"

3" MIN.

SECTION A-A' SECTION C-C'

NOTE:

1. SPACING OF PREFABRICATED DITCH CHECKS

SHALL BE THE SAME AS STONE DITCH CHECKS.

2. AASHTO #1 (2-4 INCH) SHALL BE USED, AND MAY

BE REINFORCED WITH 3 TO 6 INCH RIPRAP.

3. THE MINIMUM DITCH DEPTH IS 1.0'.DITCH MAY BE

TRAPEZOIDAL OR V-DITCH.

A

A'

C

C'

LL= (160/S), WITH A 100' MAX

WHERE,

L= SPACING IN FEET

S= % SLOPE= (RISE/RUN) X 100

9"

3" MIN.

ROCK CHECK DAM

NTS

3"

2"-5"

12"

6"

2.4.

5.

3B.

1.

3A.

CRITICAL POINTS

A. OVERLAPS AND SEAMS

B. PROJECTED WATER LINE

C. CHANNEL BOTTOM/SIDE

SLOPE VERTICES

* HORIZONTAL STAPLE SPACING SHOULD BE ALTERED

IF NECESSARY TO ALLOW STAPLES TO SECURE THE

CRITICAL POINTS ALONG THE CHANNEL SURFACE.

A

A

B C

B C

** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE

OR STAKE LENGTHS GREATER THAN 6" MAY BE

12"

6"

6"

6"

4"-6"

4"

(15 cm)

NOTE:

NECESSARY TO PROPERLY ANCHOR THE BLANKETS.

4"

2"-5"1.

6.

7.

2.

5.

4.8.

3.

6"

" M

IN

4" MIN

FLOW

EMBED FILTER FABRIC

MIN. 6" INTO GROUND

FILTER FABRIC

FILTER FABRIC

THE FENCE POSTS AND EXTEND

IT INTO THE DITCH.

EXTENSION OF FABRIC INTO TRENCH

FENCE POST

THE EXCAVATED SOIL.

48" MIN. FENCE

OF FILTER ABOVE

GROUND SURFACE

30" MIN. HEIGHT

FLOW

FLOW

10' MAX. C/O2. ATTACH THE FILTER FABRIC TO

A 4" X 4" TRENCH UPSLOPE

ALONG THE LINE OF POSTS.

1. SET POSTS AND EXCAVATE 3. BACKFILL AND COMPACT

POST

48" HIGH (MIN.) FENCE POSTS

NOTE:

SILT FENCE SHALL BE INSTALLED IN THE LOCATIONS SHOWN ON THE PROJECT PLANS AND IN

ACCORDANCE WITH THE DRAWING DETAILS SHOWN:

1. A TRENCH SHALL BE PLOWED OR OTHERWISE EXCAVATED TO THE REQUIRED DEPTH

WITH LITTLE, IF ANY, DISTURBANCE TO THE DOWN SLOPE SIDE OF THE TRENCH. THE

BOTTOM OF THE TRENCH AND THE FENCE TOP SHALL BE PLACED ON A LEVEL GRADE.

WHEN IT IS NECESSARY TO CROSS SMALL DEPRESSIONS, THE TRENCH BOTTOM AND

FENCE TOP MAY DEVIATE SLIGHTLY FROM THE LEVEL GRADE. GRADES IN SUCH

SECTIONS WILL NOT EXCEED 1%, NOR WILL THE DEVIATION EXTEND

FOR MORE THEN TWENTY-FIVE (25) FEET.

2. SUPPORT STAKES WILL BE DRIVEN TO THE REQUIRED DEPTH BELOW THE EXISTING

GROUND SURFACE AT THE SPECIFIED INTERVALS.

3. STRETCH AND FASTEN FABRIC TO THE UP-SLOPE SIDE OF THE SUPPORT STAKES.

4. WHERE THE ENDS OF THE FABRIC COME TOGETHER, THEY BE BE OVERLAPPED,

FOLDED, AND STAPLED TO PREVENT SEDIMENT BYPASS.

5. THE TOE ANCHOR WILL BE BACKFILLED AND COMPACTED TO A DENSITY EQUAL TO THE

SURROUNDING SOILS.

6. FILTER FABRIC IS TO BE FASTENED SECURELY TO POSTS WITH WIRE TIES OR STAPLES.

7. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER, THEY SHALL BE

OVERLAPPED BY SIX INCHES AND FOLDED.

8. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND INSPECTED FOR DAMAGE

AFTER RAINS.

9. POSTS SHALL BE CONSTRUCTED OF TWO (2) INCH X TWO (2) INCH HARDWOOD, THREE

(3) FEET LONG.

10. APPROVED PREFABRICATED UNITS INCLUDE "GEOFAB", "ENVIROFENCE", OR APPROVED

EQUAL.

11. REFER TO TECHNICAL SPECIFICATION SECTION 6-2 SEDIMENT CONTROL FOR MORE

DETAILS.

1. PREPARE SOIL BEFORE INSTALLATION BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. WHEN USING

EROSION MATTING.

2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A SIX (6) INCH DEEP X SIX (6) INCH WIDE TRENCH THAT WITH APPROXIMATELY TWELVE (12) INCHES OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY TWELVE (12) INCHES APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING TWELVE (12) INCH PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY

TWELVE (12) INCHES ACROSS THE WIDTH OF THE BLANKET.

3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO THE SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH

EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.

4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A FOUR (4) INCH TO SIX (6) INCH OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED FOUR (4) INCHES APART AND FOUR (4) INCH ON CENTER TO SECURE BLANKETS.

5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY TWELVE

(12) INCHES APART IN A SIX (6) INCH DEEP X SIX (6) INCH WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.

6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY TWO (2) TO FIVE (5) INCHES (DEPENDING ON BLANKET TYPE) AND STAPLED.

7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT THIRTY (30) TO FORTY (40) FOOT INTERVALS. USE A

DOUBLE ROW OF STAPLES STAGGERED FOUR (4) INCHES APART AND FOUR (4) INCH ON CENTER THE ENTIRE WIDTH OF THE CHANNEL.

8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY TWELVE (12) INCHES APART IN

A SIX (6) INCH DEEP X SIX (6) INCH WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.

1. PREPARE SOIL BEFORE INSTALLATION BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. WHEN USING

EROSION MATTING.

2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A SIX (6) INCH DEEP X SIX (6) INCH WIDE TRENCH THAT WITH APPROXIMATELY TWELVE (12) INCHES OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY TWELVE (12) INCHES APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING TWELVE (12) INCH PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY

TWELVE (12) INCHES ACROSS THE WIDTH OF THE BLANKET.

3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO THE SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH

EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.

4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY TWO (2) INCH TO FIVE (5) INCH OVERLAP DEPENDING ON

BLANKET TYPE.

5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE THREE (3) INCH OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY TWELVE (12) INCHES APART ACROSS THE ENTIRE BLANKET WIDTH.

6. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGHTS GREATER THAN SIX (6) INCHES MAY BE NECESSARY TO PROPERLY

SECURE THE BLANKETS.

1' 1'

EROSION MATTING

NTS

ROCK FILTER OUTLETS

NTS

SILT FENCE DETAIL

NTS

CONSTRUCTION DETAIL

INSTALLATION DETAIL

SLOPE INSTALLATION

CHANNEL INSTALLATION

STORAGE TANKCOMPACTED

SOIL COMPACTED

SOIL

10 MIL PLASTIC LINER

EARTHEN BASIN

4 SIDES

LOOSE SAND TO PROTECT

PLASTIC LINER FROM PUNCTURE

BURY "ENDS" OR WEIGHT

TO SECURE LINER (TYP.)

(H) MIN 2'

6'4'

2" SS - NPT

MALE THREAD

2" BANJO BALL VALVE OR

APPROVED EQUIVALENT

SEAL TO LINER BY MEANS

OF MECHANICAL FITTINGS

OR WELDING

SPILL CONTAINMENT DETAIL

NTS

NOTES:

1. SELECTED HEIGHT (H) OF EARTHEN BERM IS TO BE A TWO (2) FOOT MINIMUM OR 110% OF THE CAPACITY OF THE TANK(S) TOTAL VOLUME WITHIN THE BERM. A SIX (6) INCH FREEBOARD MUST BE INCLUDED.

2. A TWO (2) INCH WATER REMOVAL DRAIN SHALL BE LOCATED AT THE LOWEST POINT IN THE BOTTOM OF THE CONTAINMENT VOLUME. IT SHALL CONNECT TO A NORMALLY CLOSED VALVE OUTSIDE THE DIKE.

THE VALVE SHALL BE MANUALLY OPERATED AND PROTECTED FROM UNAUTHORIZED OPERATION.

RAINWATER CONTAINED WITHIN THIS DIKE SHALL BE EXAMINED PRIOR TO RELEASE TO ENSURE THAT HARMFUL QUANTITIES OF FUELS AND LUBRICANTS ARE NOT DISCHARGED. ALTERNATE METHODS OF

WATER REMOVAL WILL BE CONSIDERED FOR APPROVAL.

3. TANKS WITH SECONDARY CONTAINMENT MAY BE USED AS AN ALTERNATIVE.

SECTION A-A'

A

A'

8'

6'

2'

3"

MIN

Flow

SEDIMENT SUMP DETAIL

NTS

STRAW OR HAY BALE DIKE DETAILS

NTS

NOTES:

1. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES.

2. ALL BALES SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF FOUR (4) INCHES OR BALES COVERED WITH A FILTER MAT, WITH EARTH TAMPED

ON THE UPSTREAM SIDE TO PREVENT PIPING.

3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES DRIVEN THROUGH THE BALES. THE FIRST STAKE IN EACH BALE SHALL BE

DRIVEN TOWARD PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER.

4. BALES SHALL BE REMOVED AS DIRECTED BY THE ENGINEER.

ANCHORING DETAIL END VIEW

FLOW

EMBEDDED AS SITE

CONDITIONS DICTATE TO

PREVENT FLOW UNDER

BALES.

SOIL COMPACTED TO

PREVENT PIPING

ANGLE FIRST STAKE TOWARD

PREVIOUSLY LAID BALE

BOUND BALES

PLACED ON CONTOUR

2" X 2" STAKES MINIMUM OF 1 FT. INTO GROUND

SEDIMENT AND EROSION CONTROL

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection 04Z&F DEVELOPMENT SYSTEM UPGRADE

MONONGALIA COUNTY, WEST VIRGINIA 16DATE: JUNE 2025

FENCE

BAFFLE CURTAIN

15' of 18" HDPE DUAL WALL

CULVERT W/ CAST IN PLACE

HEADWALL. MAINTAIN SAME POND

LEVEL AT THE DISCHARGE.

BAFFLE CURTAIN

DITCH 3

ADD 2" DRAIN

EXISTING SLUDGE

FORCEMAIN

NEW 6" FORCEMAIN

SLUDGE LINE

IN

ST

AL

L

FE

N

C E

6" CAMLOCK

AND CAP W/

2" DRAIN

BAFFLE CURTAIN

BAFFLE CURTAIN

6' BERM

CLEAN OUT POND

HAUL SLUDGE TO

LAROSA

SEEP COLLECTOR TO BE FIELD

LOCATED AND PAID UNDER

STONE AND PIPE.

APPROXIMATELY 25' LONG

REPLACE

EXISTING FENCE

1' DEEP ROCK CHANNEL

NEW ROAD

10' WIDE

12" SDR35

12" SDR35

4' GATE

HEADWALL FOR

12" PIPE

4' MANHOLE

FOR PH

ASSEMBLIES

DITCH 2

EXTEND 8"

PIPE TO DITCH

EXISTING

PIPE

2" ELECTRICAL

PH CONDUIT

EXISTING

DRIVEWAY

DITCH 2

NEW POWER POLE TO BE

INSTALLED BY CONTRACTOR.

MON POWER WILL BRING POWER

TO NEW POLE.

ELECTRICAL

CONDUIT

BUILDING UPGRADE

SEE SHEET 7

(2) Ten foot gates

FINISHING POND

TREATMENT POND

ADD GRAVEL

FOOT PATH

TO OUTLET

SITE OVERVIEW 1

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS DATE: JUNE 2025

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Z&F DEVELOPMENT SYSTEM UPGRADE

PERMIT # S-21-84

MONONGALIA COUNTY, WEST VIRGINIA

Division of Land Restoration

Office of Special Reclamation

West Virginia Department of Environmental Protection

NOTES:

1. 2" DRAINS FOR THE SLUDGE FOR MAIN

SHALL INCLUDE 6" CAMLOCKS AND CAPS. SEE DETAIL

SHEET 14.

2. A TEMPORARY POND BYPASS SHALL BE

CONSTRUCTED WHILE CLEANING OUT THE TREATMENT

POND AND CONSTRUCTING THE BERM.

3. BORROW MATERIAL WILL COME FROM EXPANDING THE

SLUDGE CELL AND FROM THE END OF THE TREATMENT

POND. THE TREATMENT POND CAN BE EXPANDED 10'

TO THE WEST AND 8' DEEP.

4. TIE NEW 6" FORCEMAIN SLUDGELINE

INTO EXISTING SLUDGE FORCE MAIN AND

ADD A 2" DRAIN.

5. 4 FOOT MANHOLE WILL HAVE (2) 6 INCH HOLES AND A

18' X 18' FIBERGLASS GRATING IN THE TOP SECTION.

MANHOLE WILL BE STRAIGHT FLOW THROUGH WITH 6"

DEPTH BELOW THE PIPE INVERT FOR THE PH PROBES

TO SIT IN THE WATER.

DITCH 1

(NONCALCAREOUS)

CLEAR AND GRUB

TREES AND BRUSH

WITHIN THE FENCED AREA

TREES AND BRUSH

MUST BE MULCHED.

6'BERM

EXISTING

OVERFLOW

1. CLEAR AND GRUB ALL

TREES FROM THE

SLUDGE CELL.

2. CLEAN AND EXPAND

SLUDGE CELL TO THE

SOUTH TO LEAVE A 6' WIDE

BERM. REMOVE 6' DEEP OF

SLUDGE. DRY SLUDGE CAN

BE USED TO RAISE THE

BERM. UNUSABLE SLUDGE

SHALL BE HAULED TO

LAROSA.

3. ADD CLAY LINER

TO SLUDGE CELL AFTER

CLEANING AND EXPANDING.

PLACE ABOUT 12 INCHES

OF WET SLUDGE BACK ON

TOP OF THE LINER.

REMOVE OLD BROKEN

FARM FENCE AND REPLACE

WITH NEW.

SITE OVERVIEW 2

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS DATE: JUNE 2025

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Z&F DEVELOPMENT SYSTEM UPGRADE

PERMIT # S-21-84

MONONGALIA COUNTY, WEST VIRGINIA

Division of Land Restoration

Office of Special Reclamation

West Virginia Department of Environmental Protection

UPGRADES TO BE COMPLETED:

1. REMOVE SILO AND FEET STANDS. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO EMPTY

THE LIME FROM THE SILO (APPROXIMATELY 35% FULL) AND DISPOSE OF THE SILO.

2. INSTALL THE EXISTING CAUSTIC TANKS INSIDE THE BUILDING.

3. INSTALL 12" SDR 35 PIPE WITH INJECTION "T" IN THE TROUGH.

4. GROUT THE 12" PIPE AND "T" IN THE TROUGH.

5. INSTALL NEW METAL ROOF AND TRUSSES.

6. PAINT EXISTING BUILDING.

7. INSTALL PLUMBING FROM THE CAUSTIC TANKS TO THE NEW CAUSTIC PUMPS.

8. INSTALL VENTS FROM THE CAUSTIC TANKS TO THE OUTSIDE.

9. INSTALL LIGHTS, RECEPTACLES, PUMPS ACCORDING TO THE ELECTRICAL PLANS.

10.INSTALL INCOMING ELECTRIC, CONTROL PANEL, LIGHTING PANEL ACCORDING TO THE ELECTRICAL

PLANS.

11.INCLUDE A 30 YARD DUMPSTER FOR A 30-DAY RENTAL, DUMPSTER WILL BE LOADED WITH SITE

DEBRIS BY A THIRD PARTY.

12.BUILD A STAINLESS STEEL PUMP STAND FOR THE TWO (2) CAUSTIC PUMPS. APPROXIMATELY A

STAND 24" X 36" AND SITS 1 FOOT OFF THE FLOOR.

13.CLEAR BRUSH FROM AROUND THE BUILDING.

INSTALL

NEW METAL ROOF

15'

4'-3 1 4"

8'-7 3 4"

1'-1 1 2"

8"

8'-11 3 4"

DEMO SILO &

SILO STANDS

2" PVC

VENT

2" PVC

VENT

EXISTING CAUSTIC

TANK TO BE

SET INSIDE THE

BUILDING

2" PEX LINE

TO THE PUMP AND

INJECTION "T"

MVI

CONTROL

PANEL

(SHEET 8)

EXISTING CHANNEL TO BE

GROUTED WITH 12" SDR 35

"T" TO INSTALL

CAUSTIC LINES

PUMPS SUPPLIED BY MVI

PUMP STAND

12 INCH SDR-35

CONVEYANCE PIPE

15'

PLAN VIEW

BUILDING UPGRADES

TOTAL

SHT. NO.

SCALE: NTS DATE: JUNE 2025

Division of Land Restoration

Office of Special Reclamation

West Virginia Department of Environmental Protection

Z&F DEVELOPMENT SYSTEM UPGRADE

PERMIT # S-21-84

MONONGALIA COUNTY, WEST VIRGINIA

OFFICE OF SPECIAL RECLAMATION

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

CONDUIT ONE LINE

TOTAL

SHT. NO.

SCALE: NTS

Z&F DEVELOPMENT SYSTEM UPGRADE

PERMIT # S-21-84

MONONGALIA COUNTY, WEST VIRGINIA DATE: JUNE 2025

Division of Land Restoration

West Virginia Department of Environmental Protection

Office of Special Reclamation

OFFICE OF SPECIAL RECLAMATION

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

INCOMING POWER SCHEMATIC

TOTAL

SHT. NO.

SCALE: NTS

Z&F DEVELOPMENT SYSTEM UPGRADE

PERMIT # S-21-84

MONONGALIA COUNTY, WEST VIRGINIA DATE: JUNE 2025

Division of Land Restoration

West Virginia Department of Environmental Protection

Office of Special Reclamation

OFFICE OF SPECIAL RECLAMATION

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

FENCE

15' of 18" HDPE DUAL WALL

CULVERT W/ CAST IN PLACE

HEADWALL. MAINTAIN SAME POND

LEVEL AT THE DISCHARGE.

NEW 6" FORCEMAIN

SLUDGE LINE

IN

ST

AL

L

FE

N

C

E BAFFLE CURTAIN

6' BERM

1' DEEP ROCK CHANNELFINISHING POND

TREATMENT POND

ADD GRAVEL

FOOT PATH

TO OUTLET

NOTES:

1. DEMO THE EXISTING DISCHARGE PIPE. INSTALL NEW 18"

HDPE CULVERT.

2. CONSTRUCT A CONCRETE HEADWALL AND A

CONCRETE EMERGENCY SPILLWAY(6'L x 2'W x 6" DEEP)

BESIDE THE HDPE DISCHARGE PIPE.

3. CONSTRUCT ACCESS FOR DEP OPERATORS TO

COLLECT SAMPLES AT THE END OF THE PIPE.

4. RELOCATE THE FENCE AND INSTALL NEW FENCE

WHERE NEEDED.

5. MAINTAIN CURRENT POND LEVEL DURING

CONSTRUCTION.

6. THE NEW DISCHARGE WILL NEED TO BE ABLE TO HAVE

A 5-GALLON BUCKET PLACED UNDER IT FOR

MEASURING FLOW. THE PIPE WILL HAVE A SPLASH PAD

TO AVOID EROSION.

SPILLWAY UPGRADE

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS DATE: JUNE 2025

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Z&F DEVELOPMENT SYSTEM UPGRADE

PERMIT # S-21-84

MONONGALIA COUNTY, WEST VIRGINIA

Division of Land Restoration

Office of Special Reclamation

15' of 18" HDPE DUAL WALL

CULVERT W/ CAST IN PLACE

HEADWALL. MAINTAIN SAME POND

LEVEL AT THE DISCHARGE.

BAFFLE CURTAIN

ADD 2" DRAIN

EXISTING SLUDGE

FORCEMAIN

NEW 6" FORCEMAIN

SLUDGE LINE

IN

ST

AL

L

FE

N

C E

6" CAMLOCK

AND CAP W/

BAFFLE CURTAIN

BAFFLE CURTAIN

6' BERM

CLEAN OUT POND

HAUL SLUDGE TO

LAROSA

SEEP COLLECTOR TO BE FIELD

LOCATED AND PAID UNDER

STONE AND PIPE.

APPROXIMATELY 25' LONG

REPLACE

EXISTING FENCE

1' DEEP ROCK CHANNEL

NEW ROAD

10' WIDE

BUILDING UPGRADE

SEE SHEET 7

FINISHING POND

TREATMENT POND

NOTES:

1. CLEAN OUT TREATMENT POND AND HAUL SLUDGE TO

LAROSA. THE TREATMENT POND IS APPROXIMATELY

8 FEET DEEP.

2. LENGTHEN THE POND 12 FEET AND USE THAT

MATERIAL FOR THE BORROW MATERIAL TO

CONSTRUCT THE BERM.

3. BORROW MATERIAL WILL COME FROM EXPANDING THE

SLUDGE CELL AND FROM THE END OF THE TREATMENT

POND.

4. THE BERM WILL BE APPROXIMATELY 6 FEET WIDE WITH

A ROCK CHANNEL TO ALLOW THE WATER TO FLOW TO

THE OPPOSITE SIDE OF THE TREATMENT POND.

5. SEEP COLLECTOR WILL BE PAID UNDER INCIDENTAL

NONCALCAREOUS STONE AND 12 INCH SDR-35

PERFORATED PIPE.

TREATMENT POND BERM

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS DATE: JUNE 2025

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Z&F DEVELOPMENT SYSTEM UPGRADE

PERMIT # S-21-84

MONONGALIA COUNTY, WEST VIRGINIA

Division of Land Restoration

Office of Special Reclamation

STAPLES ARE THROUGH

BOTH BLANKETS.

FLOW

6" OVERLAP UPSLOPE

BLANKET OVERLAPS

DOWNSLOPE BLANKET

IN A SHINGLE AFFECT.

2 ROWS OF STAPLES

4" APART, STAGGERED,

6" O.C.

SIDE SEAM OVERLAP DETAIL CHANNEL BLANKET END OF ROLL

OVERLAP DETAIL

EROSION CONTROL MATTING

D

TW

AL

NOTE: USE MIINIMUM OF 6 FEET WIDE ROLLS AND PIN

ADDITIONAL WIDTH ON TOP OF DITCH.

H V

D

TF

TW

SL

RIPRAP

"V" DITCH TYPICAL

BW

TRAPEZOIDAL DITCH TYPICAL

H V

F

D

TW

SL

RIPRAP

GRASS MAT DITCH TYPICAL

PROJECT DITCH SCHEDULE

DITCH # DITCH/CHANNEL TYPE

DITCH LENGTH

(LINEAR FEET)

DEPTH

(D)

ARC LENGTH

(AL)

TOP WITDH

(TW)

BOTTOM

WIDTH

(BW)

FREEBOARD

(F)

THICKNESS

(T)

HORIZONTAL

(H)

VERTICAL

(V)

SLOPE

LENGTH

(SL)

LINER

REQUIRED

(YES/NO)

IF YES, SEE

DITCH NOTE 3.

RIPRAP SIZE

(D50)

TYPE OF RIPRAP

(LIMESTONE OR

NON-CALCAREOUS)

GROUT

REQUIRED

(YES/NO)

1 1 FT. NONCALCAREOUS 120 1 FT. N/A 4 FT. N/A 1 FT. 1 FT. 2 FT. 1 FT. 2.24 FT. NO R-3 NONCALCAREOUS NO

2 1 FT. GROUTED RIPRAP 110 1 FT. N/A 4 FT. NA 1 FT. 1 FT. 2 FT. 1 FT. 2.24 FT. NO R-3 LIMESTONE YES

3 1 FT. V-DTCH 100 1 FT. N/A 4 FT. N/A 1 FT. 1 FT. 2 FT. 1 FT. 2.24 FT. NO R-3 LIMESTONE NO

T

GROUT NOTES:

1. EXTEND GROUT KEY LATERALLY THE FULL WIDTH OF THE CHANNEL

AS SHOWN IN THE CROSS SECTION VIEWS.

2. INSTALL GROUT KEYS AT LOCATIONS SHOWN ON THE PLANS AND

AS SHOWN IN THE PROFILE VIEW.

3. AFTER EXCAVATING THE GROUT KEY TO THE DIMENSIONS SHOWN,

PLACE GROUT IN THE EXCAVATION TO THE CHANNEL SUB GRADE

PRIOR TO PLACING THE RIPRAP.

4. GROUT SHALL BE 2,000 PSI UNLESS OTHERWISE NOTED.

BLANKET OVERLAP

2"-4"

DITCH NOTES:

1. ALL VOIDS IN GROUTED RIPRAP DITCHES TO BE FILLED 100% WITH GROUT.

2. DITCHES REQUIRING LINERS SHALL USE 60 MIL. LINER UNLESS DESIGNATED

OTHERWISE.

3. DITCHES WITH LINERS SHALL HAVE 3 INCHES OF 1 12 INCHES CRUSHER RUN

AGGREGATE PLACED BETWEEN LINER AND RIPRAP. THE 3 INCHES OF

CRUSHER RUN AGGREGAGTE IS NOT INCLUDED IN THE DEPTH OF RIPRAP.

4. FOR GRASS LINED "V" DITCHES USE "V" DITCH TYPICAL. "T" DIMENSION WILL

NOT APPLY.

5. UNLESS OTHERWISE NOTED, ALL DITCHES OR CHANNELS, ROCK LININGS SHALL

HAVE MIRAFI 160N OR ENGINEER APPROVED EQUAL SEPARATING THE

SOIL AND AGGREGATE.

GROUT KEY TYPICALS

RIPRAP SIZING

"T" DIMENSION D50

1' - 0" 9"

1' - 6" 12"

2' - 6" 18"

LINER KEY PROFILE DETAIL

RIPRAP

1.5" OF CRUSHER RUN AGGREGATE

60 MIL LINER

2.0'

2.0'

LINER NOTES:

1. EXTEND LINER KEY LATERALLY THE FULL WIDTH OF THE CHANNEL.

2. THE LINER SHALL BE 60 MIL HDPE LINER UNLESS OTHERWISE NOTED.

3. IN AREAS NOTED BY THE ENGINEER DURING CONSTRUCTION, 1-1

2 INCH

CRUSHER RUN SHALL BE PLACED AT A DEPTH OF 3 INCHES BETWEEN

THE LINER AND EARTH.

3.0 FT.,

MIN.

GROUTED ROCK RIPRAP

CUTOFF TRENCH

3.0'

MIN.

2.0' OR 3.0'

8.0' OR 12.0'

9.3' OR 13.3'

SCALE: NTS

V - DITCH CROSS SECTION A - A

H:V H:V

PROPOSED ROCK RIPRAP

LINED "VEE" DITCH FLOW LINE

12" Ø GROUTED

ROCK RIPRAP

PROPOSED GROUTED ROCK

RIPRAP LINED "VEE" DITCH

FLOW LINE

1.5 FT., MIN.

12" Ø

ROCK RIPRAP

GROUTED ROCK

RIPRAP CUTOFF

TRENCH

DESIGN SLOPE,

ROCK RIPRAP

REQUIRED

CHANNEL SUBGRADE

CHANNEL SUBGRADE

3.0 FT.,

MIN.

10.0 FT., MIN.

1.5' MIN.

A.

A.

DESIGN SLOPE - RIPRAP

REQUIRED, BUT GROUTED

RIPRAP INSTALLED

2.0' OR

3.0'

12.0' OR 32'

13.3' OR

33.3'

GROUTED ROCK

RIPRAP CUTOFF

TRENCH

H:V H:V

4.0'

OR

20.0'

4.0' OR

6.0'

SCALE: NTS

TRAPEZOIDAL DITCH CROSS SECTION A - A

1.5 FT.

MIN.

4.0' OR

6.0'

3.0'

MIN.

10 OZ. FELT FABRIC

MIRAFI 160N SEE

DITCHES NOTE 5

MIRAFI 160N SEE

DITCHES NOTE 5

DITCH DETAILS

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection 12

16DATE: JUNE 2025

Z&F DEVELOPMENT SYSTEM UPGRADE

each Wooden Brace.

Diagonal

20' with three Approach Posts when more than 300' to next Corner by 5" Steel Pin at both ends of Notch Post and Dowel with 5/8" Intermediate,Gate,or End Post.

when less than 300' to next Corner, 10' with one Intermediate Post

3' -0

" M in

Wire Twisters

Twisters Wire

Intermediate or End Post Post or Gate

Braces 4" Dia.

3" (N or m al S pa ci ng

3' -0

" M in

1- 1/

2"

3' -1

1"

5" 1/2 "

1/2 "

4"

3"

1/2 "

6"

7"

2"

8"

3" construction.

may be adjusted level terrain.

Applies on for slope

8' Min. Length 6"Min.Dia., or Intermediate Posts End Post,Corner Post

TYPICAL WIRE FENCE SPLICE

Not Less Than 3 Twists Tightly Wrapped

(Connection of Fencing Fabric to Intermediate Assembly Posts)

SECTION X-X

DEPRESSIONS AND WET WEATHER CROSSINGS

6" Max.

as shown above.

When a portion of any post falls in rock, that portion shall be grouted in place

4'-0"Min.

Wire Twisters

3' -0

" M in

15'-0"Max.

7 1/2' Min. Length Line Posts 4" Min. Dia.

Diagonal Wire Bracing

15 1/2" Gauge Stranded Barbed Wire

Wire Bracing

Rock line

1' 6"

M ax

Rock line

Grout

1'

DETAIL SHOWING TYPICAL FARM FENCE SECTION

CORNER POST SECTION

GATE SECTION

300' SECTION

300' OR MORE SECTION

LINE POST SECTION

LESS THAN

PLAN SHOWING TYPICAL SECTIONS OF FENCE

3' -0

" M

IN

GROUT

1' 6"

M

AX

10' VEHICULAR GATE

3"

GATE CORNER ATTACHMENT

PRESSED STEEL

SIMILAR DESIGNS

MEETING THE APPROVAL

OF THE ENGINEER MAY BE

USED.

8" TRUSS

RODS

8" GALVANIZED

TRUSS RODS

WHEN A PORTION OF ANY

POST FALLS IN ROCK,

THAT PORTION SHALL BE

GROUTED IN PLACE AS

SHOWN.

2" Ø DIAMETER, 10' MIN. LENGTH,

GALVANIZED PIPE, TYP. 0.226" WALL

THICKNESS, 9.11 lbs./ft.

DIAGONAL BRACE

1 14" I.D., 2.27 #/FT.

(ALTERNATE TO TURNBUCKLE CONNECTION IN END, CORNER,

SCALE PULL, GATE AND INTERMEDIATE ASSEMBLY

INSTALLATIONS.)

NOTES: 1. FABRIC IS TWO (2) INCH NO. 9 GAUGE

DIAMOND MESH KNUCKLED ON BOTH

SELVAGES, GALVANIZED OR ALUMINUM-

COATED.

2. ALL POSTS SHALL BE TWO (2) INCH

INSIDE DIAMETER (MINIMUM)

GALVANIZED PIPE WITH A WALL

THICKNESS OF 0.154 INCHES AND

A WEIGHT OF 3.65 POUNDS PER FOOT.

BRACE AND TRUSS

ATTACHMENT

1 1/2 ", TYP.

NO. 7 GA.

TENSION WIRE

TRUSS

ATTACHMENT

3/16"X3/4" STEEL

STRETCHER BAR

3'-0"

3'-1"

POST BRACE

10' VEHICULAR GATE

3"

1 - 12" I.D.

GALVANIZED

VEHICULAR GATE

FRAME & VERTICAL

BRACE 2.72#PER

FT.

2'-0"

1'- 0"

DIA.

2" Ø DIAMETER, 10' MIN. LENGTH,

GALVANIZED PIPE, TYP. 0.226" WALL

THICKNESS, 9.11 lbs./ft.

10'-0"

6'-0"

CHAINLINK FENCE, TYPICAL

NOT TO SCALE

3. SPACING OF LINE POSTS SHALL BE

TEN (10'-0") FEET MAXIMUM FROM

CENTER TO CENTER OF POSTS.

SPACING OF PULL POSTS SHALL BE

ONE HUNDRED (100) FEET, MAX.

4. TYPICAL SHOWN IS FOR END POSTS,

FENCE LINE BENDS (INTO AND OUT

OF BEND), AND PULL POSTS. FENCE

BETWEEN THIS TYPICAL WILL BE

IDENTICAL, BUT WITHOUT THE POST

BRACE OR TRUSS ROD.

NOTE: TYPE FW-4-5 NICOPRESS OVAL SLEEVE WIRE SPLICES, OR

OTHER EQUAL SLEEVE SPLICES APPROVED BY THE ENGINEER,

MAY BE USED IN LIEU OF THE ABOVE WRAPPED WIRE SPLICES.

TRUSS TIGHTENER ASSEMBLY

NO SCALE

PRESSED STEEL

TRUSS FITTING

BRACE BAND

POST

POST BRACE

3/8"O TRUSS ROD

(BENT AT END)

3/8"O EYEBOLT

AND HEX NUT

ROCK LINE

SCHEDULE 20 1 1/2" GALVANIZEDPOST CAP

TIES OR CLIPS 12"C TO C

POST CAP

POST BAND

POST, TYP.

6'-0"

9'-2"

3/8"GALVANIZED TRUSS ROD, TYPICAL

Concrete

3'-0"9'-2"

3'-0"

1"

Concrete

1'-0"DIA.

10'-0" MAX.

1'-0"DIA.

Use same approach spans as for End Posts

8' Min. Length Gate Posts 6" Min. Dia.

10' Vehicular Gate10' Vehicular Gate

Posts shall be 15'-0".

Max. Spacing of Line

Stranded Barbed Wire, 15 1/2 gage, 4 point Barbs at 5" Centers.

Gate Posts Shall Be Embedded in Concrete

3' -0

" M in

Line Posts: 4" Min. Dia. up to and including heights 6.5' above ground line.

Keep bottom wire as close to the ground as possible

Wherever practical the normal flow lower wire placed 6" (Maximum) above the elevation line shall be determined and theStranded Wire 15 1/2 gauge 4" Point Barbs at 5" Centers to fan wires.

Cut grade as necessary

For crossing less than 15'

NOTES:

DETAIL SHOWING TYPICAL SECTION AT GATE

1. POSTS & BRACES SHAPES MAY POSTS BE EITHER ROUND OR SQUARED. DIMENSIONS SHOWN ON THE PLANS ARE FOR ROUND POSTS AND BRACES ONLY. WHEN SQUARE POSTS ARE USED, LINE POSTS SHALL BE THREE (3) INCHES SQUARE(MIN.); BRACES SIX (6) INCHES SQUARE (MIN.);CORNER, END, PULL, GATE, APPROACH & INTERMEDIATE

POSTS SIX (6) INCHES SQUARE (MIN).

2. THE POSITIONING OF THE FENCE FABRIC AND BARBED WIRE ON THE POSTS, AS SHOWN ON THE "TYPICAL FENCE SECTION" DETAIL, APPLIES FOR LEVEL & GENTLY SLOPING TERRAIN. FOR FENCES ERECTED ON SLOPES, THE POSITIONING MAY BE ADJUSTED TO MEET THE SLOPE CONDITIONS AS LONG AS THE ADJUSTMENT IS CONTINUED FROM POST TO POST IN A UNIFORM MANNER. TRENCHING ON SLOPES MAY BE WARRANTED. ON SLOPES, POSTS WILL CONTINUE TO BE ERECTED VERTICALLY, UNLESS OTHERWISE DIRECTED, AND THE ENDS OF THE FENCING FABRIC SHALL BE CUT ON A SKEW AS MAY BE NECESSARY FOR PROPER CONNECTION TO THE POSTS.

3. DUMPED ROCK CHANNEL PROTECTION WILL BE USED AT CHANNEL CROSSINGS WHEN CALLED FOR ON THE PLANS.

4. INSTALL DRAINAGE STRUCTURE TERMINAL INSTALLATIONS AS CALLED FOR ON THE PLANS AND/OR AS SHOWN ON

THE TYPICAL FENCE DETAILS.

5. UNLESS OTHERWISE SPECIFIED, OR DIRECTED BY THE ENGINEER, THE FARM FIELD FENCE MAY BE INSTALLED

WITH THE FENCE FABRIC AND BARBED WIRE POSITIONED ON EITHER SIDE OF THE FENCE.

6. HARDWARE & MISCELLANEOUS FITTINGS, NOT SPECIFICALLY DESIGNATED HEREIN AS TO TYPE OR DIMENSIONS, SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: FENCING SHALL BE OF WOVEN-WIRE CONSTRUCTION, OF THE TYPE DESIGNATED 1047--12.5, AND SHALL BE OF GOOD QUALITY COMMERCIAL DESIGN DEEMED ACCEPTABLE AND APPROVED BY THE ENGINEER. FENCES SHALL BE GALVANIZED TO A MINIMUM RATING OF CLASS I, WITH

CLASS III GALVANIZATION ALSO DEEMED ACCEPTABLE.

7. IN LIEU OF THE BARBED WIRE DETAILED HEREIN, THE FOLLOWING ADDITIONAL TYPES ARE ACCEPTABLE, PROVIDED THEY RETAIN THE "4-POINT BARB AT 5-INCH CENTERS" REQUIREMENT AND PROVIDED THEY MEET OR EXCEED THE STRENGTH & COATING REQUIREMENTS FOR THE STANDARD, CONSISTING OF NO LESS THAN TWO STRANDS, 15-1/2

GAUGE BARBED WIRE, AND MORE SPECIFICALLY DESCRIBED AS FOLLOWS:

(A) STRANDED, 15-1/2 GAUGE, HIGH CARBON STEEL BARBED WIRE

(B) ONE-STRAND, 12 GAUGE, STEEL BARBED WIRE

8. ALL GATES SHALL HAVE A FIVE (5) FOOT x FOUR (4) INCH x FOUR (4) INCH (TWO (2) FOOT BURIAL) POST INSTALLED AT 90 DEGREES TO THE GATE IN THE CLOSED POSITION TO ALLOW THE GATE TO BE ANCHORED IN THE OPEN POSITION. THE POST SHALL BE INSTALLED A DISTANCE EQUAL TO THE LENGTH OF THE GATE FROM THE HINGE POST, AND LOCATED ON THE SAME SIDE OF THE ROADWAY AS THE HINGES. THE POST SHALL HAVE A LATCH TO

LOCK THE GATE.

SCHEDULE 40 1 1/2" GALVANIZED

FENCE DETAILS 13

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

DO NOT USE

DATE: JUNE 2025

Z&F DEVELOPMENT SYSTEM UPGRADE

CURTAIN BAFFLE DETAIL

SCALE: NTS

REFER TO SPECIFIC BAFFLE

5/16" OR LARGER LINK CHAIN

FOR WEIGHT

5/16" STAINLESS STEEL

WIRE CABLE IN SEAM

STYROFOAM

FLOATS

STYROFOAM

FLOATS

1/2" GROMMETS

VINYL COATED POLYESTER

17 OZ./SQ.YD. TOTAL WEIGHT

1/2" POLYPROPYLENE

ROPE SEAM IN ENDS

ATTACH SHACKLE WITH

REINFORCING ALUMINUM

PLATES EACH END (TYP)

BAFFLE CURTAIN DETAIL

SCALE: NTS

CURTAIN BAFFLE ANCHOR DETAIL

SCALE: NTS

4" SCH 80 STEEL PIPE, PAINTED SAFETY YELLOW W/ EPOXY PAINT

FILL PIPE WITH CONCRETE,

FORM CONCRETE TO ALLOW WATER TO FLOW TO THE OUTSIDE OF THE PIPE

1" SS EYE BOLT WITH NUT AND WASHER ON BOTH SIDES

PAINT OVER CRACK BETWEEN CONCRETE AND PIPE TO CREATE A SEAL

EMBED PIPE IN CONCRETE

FORM CONCRETE TO FLOW WATER AWAY FROM THE PIPE

0.5'

0.5'

8.5'

3.5'

SEE CART BELOW FOR ESTIMATED LENGTH ON EACH CURTAIN

ALL DIMENSIONS TO BE MEASURED AND APPROVED BY

WVDEP PRIOR TO ORDERING. ADD FOUR (4) FEET TO

THE LENGTH OF THE BAFFLE TO COMPENSATE FOR

DEFLECTION)

FOLD CORNER OF BAFFLE CURTAIN TO ANGLE OF

POND SLOPE AND ATTACHED TO FLOATATION

PORTION OF BAFFLE CURTAIN, TYPICAL

BAFFLE ANCHOR, TYPICAL,

SEE DETAIL

6' AVERAGE

NOTES:

1. THE CABLE MUST EXTEND 12 FEET PAST THE BAFFLE MATERIAL ON EACH END.

2. THE CABLE SHALL BE ATTACHED TO THE EYE BOLT USING A 3/4" SS CARABINER

WITH THE CABLE DOUBLE CLAMPED WITH SS 1/2" CLAMPS .

3. ANY OPENINGS SHALL BE CUT IN THE CURTAINS ON-SITE AT THE DIRECTION OF

THE ON-SITE DEP REPRESENTATIVE.

4. ALL SEAMS SHALL BE THERMALLY WELDED.

5. SEE TECHNICAL SPECIFICATION 8-5 FLOATING BAFFLE CURTAIN.

6. ATTACH LOWER WEIGHTED CHAIN TO SS CABLE BY WAY OF CABLE CLAMP.

BAFFLE CURTAIN WITH WINDOWS

BAFFLE CURTAIN (EXTEND 8' BELOW WATER LEVEL TO

POND BOTTOM. ALL DIMENSIONS TO BE MEASURED

AFTER POND CONSTRUCTION

AND APPROVED BY WVDEP PRIOR TO ORDERING. ADD

2' TO THE LENGTH

OF THE BAFFLE TO COMPENSATE FOR DEFLECTION)

2' X 2' OPENING, TYPICAL, SPACED ON 4' CENTERS

FOLD LINE, TYPICAL, LOCATED 0.5' BELOW WATER LEVEL

CUT LINE, TYPICAL

FOLD CORNER OF BAFFLE CURTAIN TO ANGLE OF

POND SLOPE AND ATTACHED TO FLOATATION

PORTION OF BAFFLE CURTAIN, TYPICAL

BAFFLE ANCHOR, TYPICAL,

SEE DETAIL

BAFFLE CURTAIN INFORMATION

BAFFLE CURTAIN # TYPE LENGTH (FT.)

NOTES FOR

DEPTH OF

CURTAIN

SEE SPECIFICATIONS

Measure curtain before ordering.

6 FOOT DEEP

CURTAINS

NOTES FOR BAFFLE CURTAIN:

1. ALL LENGTHS ARE ESTIMATED.

2. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL DIMENSIONS FOR ALL CURTAINS.

SEE CART BELOW FOR ESTIMATED LENGTH ON EACH CURTAIN

2 INCH DRAIN FOR 6 INCH

SLUDGE LINE DETAIL

SCALE: NTS

1 - 4

BAFFLE CURTAIN DETAILS

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection 14

16DATE: JUNE 2025

Z&F DEVELOPMENT SYSTEM UPGRADE

30 DEGREE ANGLE

ROAD

DITCH ROCK APRON 12 INCH MINIMUM COVER*

ROAD

ROAD

3% MIN. SLOPE FROM INLET TO OUTLET

3% MIN.

ROCK APRON

EARTHEN DIKE TO BE INSTALLED IN DITCH LINE

BELOW CULVERT INLET

LOWER SECTION

UPPER SECTION

INSTALL ROCK TO

PREVENT EROSION

CULVERT

EARTHEN DIKE

LOWER SECTION

UPPER SECTION

*OR 1/2 CULVERT DIAMETER, WHICHEVER IS GREATER.

ROAD

SUMP

SUMP

CULVERT INSTALLATION DETAILS

Min. 2' Compacted

ROADWAY

SPILLWAY CHANNEL

TOE OF

SLOPE

TOP OF

SLOPE

ROADWAY

EXISTING STABILIZED

AREA

FILTER FABRIC

TOE KEY

EXTEND FABRIC

6" MINIMUM

SECTION A-A

PLAN VIEW

Min. 3'

Min. 1'

NO OVERFALLW=D+0.4L

AA

B

B

C

C

L

D CULVERT

CULVERT

SECTION C-C

Min. 3'

0% GRADE

W=D+0.4L FILTER FABRIC

2:1 2:1

Min. 2' Compacted

ROADWAY

SECTION B-B

3 TIMES D

FILTER FABRIC

NOTE:

FOR 1 FOOT DIAMETER CULVERT, L=10'

FOR 2 FOOT DIAMETER CULVERT, L=20'

AGGREGATE SHALL HAVE A d50 VALUE OF 9"

WITH THE STONE SIZE RANGING 4" TO 12".

OUTLET PROTECTION

DISCHARGE TO UNCONFINED SECTION (MINIMUM TAILWATER)

1'-0", MIN. DIA.

0'-4", MIN.

0'-6", MIN.

1 12" CRUSHER

RUN STONE FOR

LEVELING

MATCH EXISTING

GRADE

1'-0", MIN.

PIPE TRENCH - AGGREGATE SURFACE

MATCH EXISTING

GRADE

36"

1'-0", MIN.

SELECT

BACKFILL

NOTES:

1. *SHOULD DIA. ÷ 2 BE

EQUAL TO 1'-0", THEN

CRUSHER RUN STONE

GOES ALL THE WAY TO

SURFACE.

2. 1 1/2" CRUSHER RUN

STONE SHALL MEET THE

GRADATION

REQUIREMENTS FOR

CLASS I AGGREGATE IN

TABLE 704.6.2A OF THE

WVDOH STANDARD

SPECIFICATIONS FOR

ROADS AND BRIDGES.

1 12" CRUSHER

RUN STONE FOR

LEVELING

1'-0", MIN. DIA.

0'-4", MIN.

0'-6", MIN.

1 12" CRUSHER

RUN STONE FOR

LEVELING

MATCH EXISTING

GRADE

1'-0", MIN.

PIPE TRENCH - UNSURFACED

MATCH EXISTING

GRADE

1'-0", MIN.

SELECT

BACKFILL

NOTES:

1. *SHOULD DIA. ÷ 2 BE

EQUAL TO 1'-0", THEN

CRUSHER RUN STONE

GOES ALL THE WAY TO

SURFACE.

2. 1 1/2" CRUSHER RUN

STONE SHALL MEET THE

GRADATION

REQUIREMENTS FOR

CLASS I AGGREGATE IN

TABLE 704.6.2A OF THE

WVDOH STANDARD

SPECIFICATIONS FOR

ROADS AND BRIDGES.

1 12" CRUSHER

RUN STONE FOR

LEVELING

36"

1.5

12' ROAD WIDTH

6" of 1.5" CRUSHER RUN AGGREGATE

MIN. 2% SLOPE FROM CROWN TO EDGES

1.5

NEW ROAD

SCALE: NTS

12' ROAD WIDTH

NOTES:

1. ROAD BANK TO BE SEEDED AND MULCHED.

2. EACH LAYER OF AGGREGATE AND FINAL SOIL GRADE

SHALL BE COMPACTED AS DIRECTED BY SPECIFICATIONS.

3. NEW ROAD DETAILS DOES NOT APPLY TO THE ROAD AROUND THE

POND

4. SEE POND DETAILS FOR THE ROAD SLOPE AROUND THE POND.

5. LINE DITCH WITH THREE (3) INCH CRUSHER RUN

6. NOT ALL ROADS WILL HAVE DITCH. REFER TO SITE.

3" of 1.5" CRUSHER RUN AGGREGATE

6" of 3" CRUSHER RUN AGGREGATE

REHABILITATED ROAD

SCALE: NTS

NOTES:

1. ROAD BANK TO BE SEEDED AND MULCHED

2. EACH LAYER OF AGGREGATE AND FINAL

SOIL GRADE SHALL BE COMPACTED AS DIRECTED

BY SPECIFICATIONS.

3. NOTE: REHABILITATED ROADS TO BE GRADED & ROLLED

PRIOR TO PLACING AGGREGATE.

4. LINE DITCH WITH THREE (3) INCH CRUSHER RUN

5. NOT ALL ROADS WILL HAVE DITCH. REFER TO SITE.

EXISTING ROAD

SEPARATION FABRIC

NOTE: DO NOT USE

SEPARATION FABRIC

ON SLOPES OF 10%

OR GREATER.

UNLESS DESIGNATED OTHERWISE ON PLANS

MIN. 2% SLOPE FROM CROWN TO EDGES

UNLESS DESIGNATED OTHERWISE ON PLANS

UNLESS DESIGNATED OTHERWISE ON PLANS

UNLESS DESIGNATED OTHERWISE ON PLANS

TREATMENT FACILITY

GRAVEL PAD DETAIL

SCALE: NTS

6 INCHES OF AASHTO #4

FILTER FABRIC

EARTH

INSIDE DIA.

OF PIPE

BEVEL

CL

SYMMETRICAL

#4H BAR

#4V BARS

@12"C-C

FOR CONCRETE PIPE ONLY

(SEE BACKWALL DETAIL)

ELEVATION

#4V BARS

@18"C-C

#4H BAR2

B

C

2'-0"

(300° ARC)

LC

ABOUT

1. ALL CONCRETE SHALL BE CLASS B CONCRETE.

2. REINFORCING STEEL SHALL BE NEW BILLET STEEL.

3. THE COVERING FOR REINFORCING STEEL SHALL BE 2" MEASURED FROM THE SURFACE OF THE

CONCRETE TO THE FACT OF THE BAR, UNLESS OTHERWISE NOTED ON THE PLANS. REINFORCEMENT IN MEMBERS WHERE CONCRETE IS DEPOSITED ON THE GROUND SHALL HAVE 3" OF CONCRETE FROM THE

FACE OF THE BAR TO THE GROUND CONTACT SURFACE.

4. ALL EXPOSED EDGE SHALL HAVE 34" X 45 CHAMFER. CHAMFER ON VERTICAL EDGES SHALL BE

CONTINUED A MINIMUM OF ONE FOOT BELOW FINISHED GROUND LINE.

5. WHEN WINGWALLS ARE PLACED ON THE INLET END OF CORRUGATED METAL OR STRUCTURAL PLATE PIPE, A BEVEL SHALL BE USED AT THE INLET OPENING. THE END OF THE PIPE SHALL BE SENT IN FROM THE FACE OF THE WALL AS SHOWN ON THE "BEVEL DETAIL", AND THE BEVEL CONSTRUCTED FROM THE

END OF THE PIPE TO THE FACE OF THE WALL.

6. WHEN WINGWALLS ARE PLACED ON THE INLET END OF CONCRETE PIPE, THE "BELL" OR "GROOVE" OF THE PIPE SHALL BE PLACED IN WALL, AND THE IN THE WALL, AND THEN IN-SIDE OF THE "BELL" OR

"GROOVE" SHALL BE FILLED WITH CONCRETE UP TO THE FLOW LINE.

7. BEVELS ARE NOT REQUIRED ON OUTLET WINGWALLS OR ON INLET WINGWALLS FOR CONCRETE PIPE.

8. KEYED OR DOWELED TYPE CONSTRUCTION JOINTS, ACCEPTABLE TO THE ENGINEER, MAY BE USED

DURING CONSTRUCTION.

9. IF EMBANKMENT SLOPE ABOVE WINGWALLS IS FLATTER THAN 2:1, PROVIDE WINGS FOR 2:1 SLOPE AND

WARP EMBANKMENT TO 2:1 SLOPE AT WINGWALL.

10. THE PAY QUANTITY FOR WINGWALLS, CONSTRUCTED IN ACCORDANCE WITH THE DETAILS HEREIN, WILL

BE THE CUBIC YARDS OF CLASS B CONCRETE SPECIFIED ON THIS SHEET. COST OF ALL REINFORCING

STEEL SHALL BE INCLUDED IN THE UNIT PRICE BID FOR CLASS B CONCRETE.

11. WATERSTOP SHALL BE PLACED AS SHOWN WHEN CONCRETE GUTTER IS TO ABUT THE WINGWALL.

#4

V BARS @

"C

-C

#4V BARS @18"C-C

#4H BAR2

45°

A

A

I.D.

#4H BAR

LC

3"

PLAN VIEW

A

6" 4 1/4"

E

4 1/4"

F

H

D

6"

12 INCH HDPE HEADWALL

12 INCH HDPE HEADWALL

INSIDE

DIA.

OF

PIPE

SLOPE

OF

FILL

DIMENSIONS REINFORCEMENT QUANTITIES

A B C D E F G H MARK SIZE NO.OF

BARS a b TOTAL

LENGTH

TYPE

* DIMENSIONS FOR INLET WINGWALLS ON CORRUGATED METAL PIPE (TO ACCOMMODATE THE BEVEL).

DIMENSIONS FOR INLET WINGWALLS ON CONCRETE PIPE AND ALL OUTLET WINGWALLS.t

CONC

(R.C.P.)

C.Y.

CONC

(C.M.P.)

C.Y.

STEEL

LBS.

24"

30"

2:1

2:1

BEVEL:DEPTH=1" LENGTH=1 1/2"

BEVEL:DEPTH=1 1/4" LENGTH=2"

2'-8"

2'-10"

3'-1"

3'-4" t t

1'-4"

1'-7"

2'-9" 2'-11" 8'-10 1/2" 4'-2 1/2"

3'-3" 3'-5" 10'-4 1/2" 4'-11" t t

0'-6"

0'-9"

0'-6"

0'-8" t t

0'-5 3/8"

0'-2 1/2"

0'-6 3/4 "

0'-2 1/2" h h v h h v

#4

#4

#4

#4

#4

#4

BENT

ST.

BENT

BENT

ST.

BENT

1.01

1.32

1.02

1.37

52.4

58.1

11'-0"

8'-4"

3'-0"

13'-0"

9'-10"

3'-0"

2'-9"

3'-3"

4'-1 1/2"

4'-10 1/2"

TYPE

I

II

18" 2:1

BEVEL:DEPTH=3/4" LENGTH=1 1/8"

2'-0"

2'-10" t 1'-1" 2'-2" 2'-3" 6'-10 1/2" 3'-3 1/4" t

0'-6"

0'-8" t

0'-5 3/8"

0'-2 1/2" h h v

#4

#4

#4

BENT

ST.

BENT

1.01 1.02 52.48'-6"

6'-4"

3'-0"

2'-1" 3'-2 1/2"III

SLOPE = 10H:1V

SLOPE = 10H:1V

SLOPEVARIES

SLOPE

VARIES

SLOPE

VARIES

SLOPEVARIES

ROAD WIDTH

10 FT., MIN., OR AS

APPROVED BY THE

ENGINEER, SLOPE

TRANSITION AREA

10 FT., MIN., OR AS

APPROVED BY THE

ENGINEER, SLOPE

TRANSITION AREA

EXISTING OR

PROPOSED "VEE"

CHANNEL

FL

O

W

PLAN VIEW

A'

SLOPE = 10H:1V

SLOPE = 10H:1V

10 FT., MIN., OR AS

APPROVED BY THE

ENGINEER, SLOPE

TRANSITION AREA

10 FT., MIN., OR AS

APPROVED BY THE

ENGINEER, SLOPE

TRANSITION AREA

1.5 X D50

DESIGN

EXISTING

GRADE

PLACE SUFFICIENT AASHTO #1 STONE,

TO THE SATISFACTION OF THE

ENGINEER, TO PROVIDE A SMOOTH

TRAVELED WAY

CROSS SECTION A - A'

MATCH

ROAD

GRADE

SLO

PE

VARIES SL

O

PE

VA

RI

ES

ROAD WIDTH

SLOPE = 10H:1V

SLOPE = 10H:1V SLOPE = 10H:1V

SLOPE = 10H:1V

EXISTING OR

PROPOSED "VEE"

CHANNEL

D50 DESIGN RIPRAP D50 DESIGN RIPRAP

SL

O

PE

VA

RI

ES

SLO

PE

VARIES

MATCH

ROAD

GRADE

A

D50 DESIGN

RIPRAP

LIMITS OF 3" CLEAN CAP STONE

ROCK RIPRAP SIZING

GRADATION D = 12"50

50% 12"…