ASSEMBLED FILE 2 ARFQ DE[P26-92 - AML - Miller Mine Drainage Phase II.pdf

LAT:39.28970

LON:-80.30166

west virginia department of environmental protection

HAROLD D. WARD, CABINET SECRETARY

DIVISION OF LAND RESTORATION

OFFICE OF ABANDONED MINE LANDS AND RECLAMATION

MILLER MINE DRAINAGE PHASE II

HARRISON COUNTY, WEST VIRGINIA

N 0 1"

1" = 1/2 MILEN0 1"

1" = 2000'

VICINITY MAP

USGS 7.5' QUAD (CLARKSBURG)

LOCATION MAP

WV COUNTY HIGHWAY MAP

(Downloaded from the WVDOT Webpage - See Note Page 2)

PROJECT SITE PROJECT SITE

APPROVED

REV DESCRIPTIONDATE

SHEET LIST

SHEET NUMBER SHEET TITLE

1 COVER PAGE

2 GENERAL NOTES

3 SEEDING SCHEDULE

4 EROSION AND SEDIMENT CONTROL NOTES

5 PROJECT AREA ACCESS MAP

6 EXISTING CONDITIONS AND TAX MAP OVERLAY

7 GEOTECH LOCATION MAP

8 CLEARING EXTENTS MAP

9 COLLECTION SYSTEM DETAILS

10 EROSION & SEDIMENT CONTROL PLAN

11 REVEGETATION MAP

12 GEOMETRIC LAYOUT FOR ACCESS ROADS AND CHANNELS

13 TEMPORARY ACCESS ROAD PROFILES

14 CHANNEL PROFILES

15 ACCESS ROAD DETAILS

16 TIMBER MAT DETAILS

17 GATE AND FENCE DETAILS

18 EROSION & SEDIMENT CONTROL DETAILS

19 EROSION & SEDIMENT CONTROL DETAILS

20 EROSION & SEDIMENT CONTROL DETAILS

21 EROSION & SEDIMENT CONTROL DETAILS

22 TEMPORARY TRAFFIC CONTROL DETAIL

IFC

ISSUED FOR CONSTRUCTION

June 2, 2026

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West Virginia Department of Environmental Protection Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation 1000 Technology Drive - Fairmont, WV 26554

DRAWN BY:

CHECKED BY:

APPROVED BY:

DFS

BWD

SJS

SJS

THIS DRAWING IS

NOT TO SCALE

MILLER MINE DRAINAGE PHASE II

HARRISON COUNTY, WEST VIRGINIA

GENERAL NOTES

MARCH 20, 2026

WV DEPARTMENT OF TRANSPORTATION - GENERAL HIGHWAY MAP DISCLAIMER

THIS MAP WAS DEVELOPED BY THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION (WVDOT) INFORMATION TECHNOLOGY DIVISION AND IS PROVIDED FOR GENERAL REFERENCE ONLY. THE WVDOT DOES NOT GUARANTEE THE ACCURACY, COMPLETENESS, OR CURRENTNESS OF ANY INFORMATION PRESENTED AND DISCLAIMS ANY WARRANTIES, WHETHER EXPRESSED OR IMPLIED. USERS WHO RELY ON THE INFORMATION CONTAINED IN THIS MAP DO SO AT THEIR OWN RISK. THE WVDOT AND ITS AGENTS WILL NOT BE HELD LIABLE FOR INACCURATE, OUTDATED, OR OTHERWISE ERRONEOUS INFORMATION, OR FOR DAMAGES ARISING, WHETHER DIRECTLY OR INDIRECTLY, FROM USE OR MISUSE OF THIS MAP OR ANY DATA CONTAINED

HEREIN.

ALL ROUTES ARE PROVIDED BY WEST VIRGINIA (WV) DEPARTMENT OF TRANSPORTATION. URBAN AREAS, CORPORATION LINES, AND POPULATION DATA ARE FROM THE U.S. CENSUS BUREAU FOR CENSUS YEARS 2000 AND 2010. CONTRIBUTING SOURCES INCLUDE UNITED STATES (U.S.) NATIONAL PARK SERVICE, U.S. FOREST SERVICE, U.S. GEOLOGICAL SURVEY, WV DEPARTMENT OF ENVIRONMENTAL PROTECTION, WV DIVISION OF FORESTRY, WV DIVISION OF NATURAL RESOURCES, WV GIS TECHNICAL CENTER, WV HEALTH CARE AUTHORITY, WV LEGISLATIVE SERVICES, AND WVU NATURAL RESOURCE ANALYSIS CENTER.

THIS MAP IS AN ILLUSTRATION AND IS NOT INTENDED FOR USE IN DIRECT MENSURATION OF REAL FEATURES ON THE SURFACE OF THE EARTH OR ANY OTHER ENGINEERING DESIGN. THE SIZE OF OBJECTS AND DISTANCES BETWEEN THEM ARE EXAGGERATED FOR EASE OF USE ONLY. THIS MAP DOES NOT CONTAIN ALL OR EVEN MOST OF THE FEATURES FOUND ON THE FACE OF THE EARTH IN ANY GIVEN LOCATION. IT ONLY DEPICTS THOSE FEATURES FOUND IN THE LEGEND WITHIN ITS GEOGRAPHIC AREA. THE INTENDED USE OF THIS MAP IS FOR PLANNING AND SIMPLE LOCATION OF FEATURES TO WITHIN

SEVERAL HUNDRED FEET OF THEIR CORRECT POSITION ON THE FACE OF THE EARTH.

R

WEST

VIRGINIA

MISS UTILITY OF WEST VIRGINIA

1-800-245-4848

WEST VIRGINIA STATE LAW REQUIRES

THAT YOU CALL TWO BUSINESS DAYS

BEFORE YOU DIG IN THE STATE OF

WEST VIRGINIA. IT'S A LAW!!

AERIAL PHOTOGRAPHY AND SURVEYING

DATED: APRIL 24, 2025

PROVIDED BY:

6 Guns, LLC 304-662-6123 - 6guns@6gunsllc.com 10125 Mason-Dixon Highway Burton, WV 26562

GENERAL NOTES

CONTRACTOR ACKNOWLEDGEMENT

THE CONTRACTOR ACKNOWLEDGES SATISFACTION AS TO THE NATURE AND LOCATION OF THE WORK, THE GENERAL AND LOCAL CONDITIONS, PARTICULARLY THOSE BEARING UPON TRANSPORTATION, DISPOSAL, HANDLING, AND STORAGE OF MATERIALS, AVAILABILITY OF LABOR, WATER, ELECTRIC POWER, ROADS AND UNCERTAINTIES OF WEATHER, GROUNDWATER TABLE OR SIMILAR PHYSICAL CONDITIONS AT THE SITE, THE CONFORMATION OF SUBSURFACE MATERIALS TO BE ENCOUNTERED, THE PRESENCE AND LOCATION OF SUBSURFACE UTILITIES, THE CHARACTER OF EQUIPMENT AND FACILITIES NEEDED PRIOR TO AND DURING THE PERFORMANCE OF THE WORK AND ALL OTHER MATTERS WHICH CAN IN ANY WAY AFFECT THE WORK OR THE COST THEREOF UNDER THIS CONTRACT. ANY FAILURE BY THE CONTRACTOR TO ACQUAINT ITSELF WITH ALL AVAILABLE INFORMATION OR CONDUCT INVESTIGATIONS TO ITS OWN SATISFACTION CONCERNING THESE CONDITIONS WILL NOT RELIEVE IT FROM RESPONSIBILITY FOR ESTIMATING PROPERLY THE

DIFFICULTY OR COST OF SUCCESSFULLY PERFORMING THE WORK.

CAUTION: THE ENGINEER OF RECORD PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN

WRITING AND MUST BE APPROVED BY THE ENGINEER OF RECORD.

PERMITS

CONTRACTOR SHALL ADHERE TO AND BE RESPONSIBLE FOR ANY AND ALL REQUIREMENTS SET FORTH BY

PERMITTING AGENCIES.

MAPPING

PROPERTY OWNERS AND ROAD NUMBER INFORMATION REPRESENTS AN APPROXIMATE BEST FIT ESTIMATE OF PROPERTY LINE BOUNDARIES AS OBTAINED FROM COUNTY TAX MAPS ACQUIRED THROUGH THE WEST VIRGINIA STATE TAX DEPARTMENT IN CHARLESTON, WV. PROPERTY LINE SHOWN ARE DESIGNATED WITHIN

THE CONSTRUCTION PLANS DO NOT REPRESENT TRUE AND ACCURATE BOUNDARY SURVEYS.

MAPPING WITHIN THE BOUNDARY AREA SHOWN PROVIDED BY 6 GUNS, LLC. MAPPING OUTSIDE OF THIS

AREA PROVIDED BY LIDAR/PUBLIC DATA.

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.

SURVEY CONTROL

THE CONTRACTOR SHALL BE RESPONSIBLE FOR HOLDING SURVEY CONTROL LOCATIONS THROUGHOUT THE LIFE OF THE CONTRACT. IN THE EVENT THAT A SURVEY CONTROL POINT IS DISTURBED, THE CONTRACTOR, AS DIRECTED BY THE PROJECT ENGINEER, WILL RELOCATE OR RE-ESTABLISH THE SURVEY CONTROL. NO ADDITIONAL PAYMENT OR COMPENSATION WILL BE MADE FOR THIS WORK. LOCATIONS OF SURVEY

CONTROL SHOULD BE FIELD VERIFIED PRIOR TO COMMENCING 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 RECLAMATION AND ENFORCEMENT (OSMRE)

SHOP DRAWINGS

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

ELEVATIONS

ALL ELEVATIONS SHOWN REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

COORDINATES

THE PROJECT PLAN DATUMS ARE BASED UPON THE NORTH ZONE OF THE WEST VIRGINIA STATE PLANE SYSTEM. THE HORIZONTAL DATUM IS BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD83). GRID

FACTORS ARE NOT REQUIRED WHEN MAKING FIELD MEASUREMENTS.

RAINFALL GAUGE LOCATION

DAILY PRECIPITATION LEVELS WILL BE MONITORED USING THE CLARKSBURG 1, WV US, NOAA WEATHER

STATION LOCATED AT 39.268145, -80.352287.

SEDIMENT AND EROSION CONTROL

IN THE EVENT THAT TEMPORARY EROSION AND SEDIMENT CONTROLS MEASURES ARE ORDERED BY THE PROJECT ENGINEER DUE TO THE CONTRACTOR'S NEGLIGENCE, CARELESSNESS, OR FAILURE TO INSTALL THE PERMANENT CONTROLS IN ACCORDANCE WITH THE PLANS AS PART OF THE WORK AS SCHEDULED, SUCH WORK SHALL BE PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. PLACEMENT OF TEMPORARY EROSION AND SEDIMENT CONTROLS DOES NOT ALLEVIATE THE REQUIREMENT FOR THE

CONTRACTOR TO CONSTRUCT THE PERMANENT E&S CONTROLS AS SPECIFIED IN PLANS.

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 ENGINEER.

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

CONTRACTOR SHALL UTILIZE EXISTING ROADS TO THE PROJECT AREA IN ACCORDANCE WITH THE SPECIFICATIONS AND MAINTAIN UNRESTRICTED ACCESS AT THE SITE AT ALL TIMES DURING CONSTRUCTION.

MM109 ENTRANCE PERMIT: CONTRACTOR MUST NOTIFY WVDOH DISTRICT A MINIMUM OF TWO BUSINESS

DAYS PRIOR TO STARTING ANY CONSTRUCTION ACTIVITIES.

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.

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 TWO BUSINESS DAYS PRIOR TO 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.

SPILL HOTLINE

PRIOR TO ANY CONSTRUCTION CALL THE WV DEP OFFICE OF WATER AND WASTE AT 1-304-926-0499.

REPORT A SPILL OR ACCIDENTAL DISCHARGE:

IN THE EVENT OF AN EMERGENCY, A SPILL OR AN ACCIDENTAL DISCHARGE, IMMEDIATELY CALL:

1-800-642-3074

GRADING

CONTRACTOR'S LIMITS OF DISTURBANCE AND LIMITS OF GRADING AREA ARE APPROXIMATE. MINOR

DEVIATIONS MAY BE PERMITTED SUBJECT TO THE APPROVAL OF THE PROJECT ENGINEER.

MINOR ADJUSTMENTS IN GRADE MAY BE MADE BY THE PROJECT ENGINEER, TO SUIT FIELD CONDITIONS.

SITE AND PROPERTY CORNERS

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE, AS A RESULT OF THE WORK, TO ANY: EXISTING IMPROVEMENTS, ACCESS ROADS, UTILITIES, FENCES AND STRUCTURES (WHETHER THEY ARE SHOWN ON

THE DRAWINGS OR NOT).

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL PROPERTY CORNERS, (i.e. IRON RODS, REBARS, CONCRETE MONUMENTS AND SIGNS) DISTURBED DURING THE PROJECT. PROPERTY CORNERS WITH THE POTENTIAL TO BE DISTURBED SHALL BE LOCATED SO THEY CAN BE RESET TO THE SAME LOCATION UPON COMPLETION OF THE PROJECT. SEE SHEET 6 - EXISTING CONDITIONS AND TAX MAP OVERLAY FOR LOCATED

CORNERS.

RECLAMATION

CONTRACTOR SHALL BE RESPONSIBLE THAT ALL AREAS AFFECTED BY ACCESS AND/OR CONSTRUCTION SHALL BE REGRADED, SEEDED AND MULCHED UPON COMPLETION OF PROJECT. ALL AREAS OUTSIDE THE CONTRACTOR'S WORK AREA THAT ARE DISTURBED BY THE CONTRACTOR, MUST BE RESTORED TO AS GOOD

AS OR BETTER THAN EXISTING CONDITIONS.

ALL DISTURBED AREAS WILL BE RE-SEEDED PER SPECIFIED SEED MIXES FOR FINAL RECLAMATION.

DISTURBED WETLAND AREAS WILL BE RE-SEEDED WITH THE SPECIFIED WETLAND SEED MIX.

REFER TO SHEETS 3 & 4 AND SPECIFICATIONS FOR SPECIFIC NOTES REGARDING THE RECLAMATION WORK.

PROPERTY OWNER TABLE

ID. PROPERTY OWNER PARCEL ID EROE SIGNED CROE SIGNED

1 HARRISON COUNTY COMMISSION 17-07-1113-0325-0000 2/19/2025 11/5/2025

2 HARRISON COUNTY COMMISSION 17-07-1113-0316-0000 2/19/2025 11/5/2025

3 HARRISON COUNTY COMMISSION 17-07-1113-0363-0000 2/19/2025 11/5/2025

4 HARRISON COUNTY COMMISSION 17-07-1113-0364-0000 2/19/2025 11/5/2025

5 HARRISON COUNTY COMMISSION 17-07-1113-0365-0000 2/19/2025 11/5/2025

6 HARRISON COUNTY COMMISSION 17-07-1113-0366-0000 2/19/2025 11/5/2025

7 HARRISON COUNTY COMMISSION 17-07-1113-0367-0000 2/19/2025 11/5/2025

8 Unknown Police Power Posted 9/4/25

9 HARRISON COUNTY COMMISSION 17-07-0308-0022-0000 2/19/2025 11/5/2025

10 HARRISON COUNTY COMMISSION 17-07-0288-0033-0000 2/19/2025 11/5/2025

11 HARRISON COUNTY COMMISSION 17-07-0308-0051-0021 2/19/2025 11/5/2025

12 SHERRY WASHINGTON 17-07-0288-0034-0002 5/7/2025 12/16/25

ID. ADJOINING OWNER PARCEL ID EROE SIGNED CROE SIGNED

13 TIMOTHY FITZWATER 17-07-0288-0034-0003

14 JEFFERY STEWART 17-07-1113-0317-0000

15 MIKE ROSS INC 17-08-0308-0051-0017

16 PURPOSE PROPERTIES LLC 17-08-0288-0034-0000

BID SCHEDULE

ITEM

NO. DESCRIPTION QUANTITY

1.0 Mobilization and Demobilization (Cannot Exceed 10% of Total Bid Amount) 1 LS

2.0 Construction Layout Stakes (Cannot Exceed 5% of Total Bid Amount) 1 LS

3.0 Quality Control (Cannot Exceed 3% of Total Bid Amount) 1 LS

4.0 Site Preparation (Cannot Exceed 10% of Total Bid Amount) 1 LS

4.1 Temporary Access Road Construction 670 LF

4.2 Gravel Drive Rehabilitation 846 LF

4.3 Temporary Channel Crossing (Matting) 2 EA

4.4 Temporary Work Pad 1 LS

4.5 Farm Gate 1 EA

4.6 Orange Safety or Construction Fence 290 LF

5.1 Stabilized Construction Entrance 3 EA

5.2 Stabilized Construction Storage Area 2 EA

5.3 Compost Filter Sock - 32" 270 LF

5.4 Compost Filter Sock - 24" 900 LF

5.5 Compost Filter Sock - 12" 2,900 LF

5.6 Timber Mat Skirt 1,060 LF

5.7 Erosion Control Blanket - (Rolled) 12,250 SY

5.8 Water Bar 1,550 LF

5.9 Concrete Washout Structure With Dumpster 1 EA

6.0 Revegetation (Per Plan View Acre) 5.4 AC

7.1 Vegetated "Vee" Channel 990 LF

7.2 Vegetated "Trapezoidal" Channel 165 LF

7.3 Riprap "Vee" Channel 220 LF

7.4 Grouted Riprap "Trapezoidal" Channel 528 LF

7.5 Road Crossing 1 EA

7.6 Collection System 150 LF

7.7 12" HDPE Culvert 30 LF

7.8 8" HDPE Culvert 35 LF

7.9 Filter Bag 10 EA

7.10 Class A Rirap Drainage Blanket 2756 TN

7.11 Seep Collector 200 LF

7.12 Splash Pad 5 EA

8.1 Unclassified Excavation 15,563 CY

9.0 Traffic Control 1 LS

10.0 Utilities - No Bid Item -- --

Note: 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.

MASTER LEGEND

< WB < < WB <

SURVEY CONTROL

BOREHOLE

EXISTING MAJOR CONTOUR (10')

EXISTING MINOR CONTOUR (2')

EXISTING NATURAL GAS LINE

EXISTING OVERHEAD POWER LINE

PROPOSED MAJOR CONTOUR (10')

PROPOSED MINOR CONTOUR (2')

COAL CONTOURS (PITTSBURGH SEAM)

DEEP MINE LIMITS (PITTSBURGH SEAM)

PROPOSED LIMITS OF DISTURBANCE

PROPOSED SILT FENCE

EXISTING CHAIN LINK FENCE

PROPOSED WATER BAR

AREA TO BE REGRADED

STABILIZED CONSTRUCTION STORAGE AREA

TEMPORARY STREAM CROSSING

PROPOSED ORANGE CONSTRUCTION FENCE

PROPERTY OWNER TABLE ID (SEE SHEET 2)

EXISTING TAX MAP LINE

EXISTING SANITARY SEWER LINE

EXISTING WATER LINE

6 GUNS MAPPING BOUNDARY

EXISTING TREE LINE

EXISTING RIGHT-OF-WAY (FIRST ENERGY)

EXISTING SPLIT RAIL FENCE

TEMPORARY WORK PAD

EXISTING GRAVEL

PEM WETLAND

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EXISTING WATER LINE METER

EXISTING SANITARY SEWER MANHOLE

PROPOSED CONSTRUCTION AREA LIMITS

EXISTING STRUCTURE

EXISTING UNDERGROUND POWER LINE

PLUGGED GAS WELL (API NUMBER)

EXISTING GAS METER

AREA OF DISCARDED POWER PLANT AIR

FILTERS TO BE REMOVED FROM SITE

(SPECIAL REMEDIATION MAY BE REQUIRED)

TOPSOIL STORAGE AREA

SPOIL STORAGE AREA

PROPOSED 32" COMPOST FILTER SOCK

PROPOSED 24" COMPOST FILTER SOCK

PROPOSED 12" COMPOST FILTER SOCK

CLARKSBURG CITY LIMITS

INTERMITTENT STREAM

EPHEMERAL STREAM

Miller Mine Drainage Phase II (WV-4983), Permitting Matrix, 3/25/26 Permit Authorizing Agency Required Discussion Status Permit #

Clean Water Act, Section 404

United States Army Corps of Engineers Yes

Authorization for stream and wetland impacts through verification of the Regional General Permit (RGP).

Approved LRP-2025-00395

Clean Water Act, Section 401

West Virginia Department of Environmental

Protection (WVDEP) Yes

401 Water quality certification received through the WVDEP Division of Water and Waste

Management

Approved N/A

National Pollutant Discharge

Elimination System Water Pollution Control Permit, WV0115924

WVDEP Yes

Stormwater Pollution Prevention Plan and Groundwater Protection

Plan approval through the

WVDEP.

Application Approved Public Notice in Progress WVR113336

Endangered Species Act (ESA), Section 7

United States Fish and Wildlife Service (USFWS) No

Due diligence coordination completed. Formal Section 7 consultation not required.

Complete FWS 2025-0099570

National Historic Preservation Act (NHPA), Section

WV State Historic Preservation Office (SHPO) No

Due diligence coordination completed. Formal Section 106 consultation not required.

Complete FR 25-1771-HS

WV State Endangered

Species Coordination

WV Division of Natural Resources (DNR) No

Due diligence species records request completed. No Further coordination required.

Complete 25-085

Stream Activity Application

WV DNR Office of Land and Streams Yes

Approval for all work in streams (ie- crossings, relocations, fill, culverts, etc.)

Approved

R-2026-I-17-18918 R-2026-I-17-18919 R-2026-I-17-18920

Harrison County Floodplain

Development Permit

Harrison County No Project not within FEMA floodzone. N/A N/A

MM109 Entrance Permit

WV Department of Transportation Yes Entrance permit required for construction traffic.

Approved Approved

04-2026-13400 04-2026-13398

*Project must adhere to the winter tree clearing season (trees must be cleared between November 15 - March 31)

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West Virginia Department of Environmental Protection Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation 1000 Technology Drive - Fairmont, WV 26554

DRAWN BY:

CHECKED BY:

APPROVED BY:

DFS

BWD

SJS

SJS

THIS DRAWING IS

NOT TO SCALE

MILLER MINE DRAINAGE PHASE II

HARRISON COUNTY, WEST VIRGINIA

SEEDING SCHEDULE

MARCH 20, 2026

A. SITE PREPARATION

1. SEEDBED PREPARATION

THE SEEDBED MUST BE LOOSE AT THE TIME OF SEEDING. APPLICATIONS OF SEED ON

HARD GROUND WILL RESULT IN A POOR STAND OF VEGETATION. THE SOIL SURFACE

MUST BE LOOSENED TO A MINIMUM DEPTH OF 3 INCHES BY DISKING ON THE

CONTOUR, OR BY BULLDOZER TRACKING UP AND DOWN THE SLOPE. BACKBLADING IS

ACCEPTABLE ON GENTLE SLOPES SUCH AS THE BENCH OR ROAD BED. IF SEEDBED

PREPARATION IS NOT FEASIBLE, 50% MORE SEED SHALL BE ADDED TO THE

RECOMMENDED RATES.

2. TEMPORARY SEEDING

WHERE EXPOSED SOIL SURFACES ARE NOT TO BE FINE-GRADED OR WORKED FOR

PERIOD LONGER THAN 14 DAYS, TEMPORARY VEGETATIVE COVER WITH SEDIMENT

CONTROLS MUST BE ESTABLISHED WITHIN 4 DAYS. APPLY SEED BY BROADCASTING,

DRILLING, OR HYDRAULIC APPLICATIONS ACCORDING TO THE RATE INDICATED IN THE

TABLE BELOW.

NOTE: THESE RATES SHOULD BE INCREASED BY 50% IF PLANTED APRIL 15 - AUGUST 1

AND OCTOBER 1 - MARCH 1. IN SITUATIONS WHERE ANOTHER COVER IS DESIRED,

APPROVAL OF THE ENGINEER IS REQUIRED.

3. PERMANENT SEEDING

PLANTING OF PERMANENT VEGETATIVE COVER SHALL BE PERFORMED ON ALL

DISTURBED AREAS WHERE NO FURTHER SOIL DISTURBANCE IS ANTICIPATED OR

NEEDED. PLANTING OF PERMANENT VEGETATIVE COVER MUST BE PERFORMED ON

ALL DISTURBED AREAS WITHIN 4 DAYS OF REACHING FINAL GRADE. ANY SITE THAT

CONTAINS SIGNIFICANT AMOUNTS OF TOPSOIL SHALL HAVE THE TOPSOIL REMOVED

AND STOCKPILED WHEN FEASIBLE. LIME AND FERTILIZER RATES SHALL BE APPLIED

TO ALL PERMANENT SEEDING AT THE TIME OF SEEDBED PREPARATION. FINISH

GRADE SLOPES STEEPER THAN 3:1 SHALL INSTALL ROLLED EROSION CONTROL

PRODUCTS (RECPS).

NOTE: ALL LEGUMES SHOULD BE PLANTED WITH

PROPER INOCULATES PRIOR TO SEEDING. FOR

UNPREPARED SEEDBEDS OR SEEDINGS OUTSIDE

THE OPTIMUM TIME FRAMES, ADD 50% MORE SEED

TO THE SPECIFIED RATE.

Straw Mulching

2 Tons per acre

MAINTENANCE

ALL MULCHES AND SOIL COVERINGS SHOULD BE INSPECTED PERIODICALLY

(PARTICULARLY AFTER RAINSTORMS AND HIGH WINDS) TO CHECK FOR EROSION AND

DISPLACEMENT. WHERE EROSION IS OBSERVED IN MULCHED AREAS, ADDITIONAL

MULCH SHOULD BE APPLIED AND EROSION REPAIRED IF NECESSARY. NETS AND

MATS SHOULD BE INSPECTED AFTER RAINSTORMS FOR DISLOCATION OR FAILURE. IF

WASHOUTS OR BREAKAGE OCCUR, REINSTALL NETTING OR MATTING AS NECESSARY

AFTER REGRADING TO REPAIR DAMAGE TO THE SLOPE OR DITCH. INSPECTIONS

SHOULD TAKE PLACE UP UNTIL GRASSES ARE FIRMLY ESTABLISHED OR THE AREA IS

REDISTURBED.

ANCHORING

STRAW MULCH SHOULD BE ANCHORED IMMEDIATELY AFTER SPREADING TO

PREVENT DISPLACEMENT. OTHER ORGANIC MULCHES LISTED IN TABLE 3.12.1 SHOULD

NOT REQUIRE ANCHORING. THE FOLLOWING METHODS OF ANCHORING STRAW MAY

BE USED:

1. MULCH ANCHORING TOOL (OFTEN REFERRED TO AS A KRIMPER OR KRIMPER TOOL)

- A TRACTOR-DRAWN IMPLEMENT DESIGNED TO PUNCH MULCH INTO THE SOIL

SURFACE. THIS METHOD PROVIDES GOOD EROSION CONTROL WITH STRAW. IT IS

LIMITED TO USE ON SLOPES WHERE THE EQUIPMENT CAN OPERATE SAFELY.

2. WOOD CELLULOSE FIBER MULCH- APPLY FIBER MULCH BY MEANS OF A

HYDROSEEDER AT A RATE OF 500-750 LBS/ACRE OVER TOP OF STRAW MULCH. IT HAS

AN ADDED BENEFIT OF PROVIDING ADDITIONAL MULCH TO THE NEWLY SEEDED AREA.

3. LIQUID MULCH BINDERS- APPLICATION OF LIQUID MULCH BINDERS AND TACKIFIERS

SHOULD BE HEAVIEST AT EDGES OF AREAS AND AT CRESTS OF RIDGES AND BANKS,

TO PREVENT DISPLACEMENT. THE REMAINDER OF THE AREA SHOULD HAVE BINDER

APPLIED UNIFORMLY. BINDERS MAY BE APPLIED AFTER MULCH IS SPREAD OR MAY BE

SPRAYED INTO THE MULCH AS IT IS BEING BLOWN ONTO THE SOIL.

4. SYNTHETIC BINDERS- FORMULATED BINDERS OR ORGANICALLY FORMULATED

PRODUCTS MAY BE USED AS RECOMMENDED BY THE MANUFACTURER TO ANCHOR

MULCH.

5. MULCH NETTING- LIGHTWEIGHT PLASTIC, COTTON AND COIR NETS MAY BE

STAPLED OVER THE MULCH ACCORDING TO MANUFACTURER'S RECOMMENDATIONS

(SEE ROLLED EROSION CONTROL PRODUCTS SECTION).

TABLE 3.10.1 TEMPORARY SEEDING CHART

PLANT NAMES PLANTING

DATES

APPLICATION RATE

lbs/AcreCOMMON SCIENTIFIC

Annual Ryegrass Lolium multiflorum 2/16 - 5/15

8/1 - 11/1

Field Bromegrass Bromus ciliatus 3/1 - 6/15

8/1 - 9/15

Spring Oats Avena Sativa 3/1 - 6/15 100

Winter Rye Secale Cereale 8/15 - 2/28 170

Winter Wheat Triticum Aestivum 8/15 - 2/28 180

Japanese Millet Echinochloa Crusgalli 5/15 - 8/15 30

Redtop Agrostis alba 3/1 - 6/15 10

Annual Ryegrass and Spring Oats

Lolium multiflorum Avena sativa 3/1 - 6/15

German/Foxtail Millet Setaria italica 5/1 - 8/1 40

Hairy Vetch Vicia villosa 8/15 - 2/28 60

Inoculation is required. If a hydroseeder is utilized, the application rate is 5 times the recommended rate.

LIME

Pulverized Agricultural Grade

2 Tons/Acre; 90 lbs./1,000 SF *May be applied separately in pelletized or liquid form

FERTILIZER

SEED MIX N-P-K RATIO

Mixed Grasses and Legumes 10-20-10 (or equivalent)

Legume Only 5-20-10 (or 10-20-10 equivalent)

Grass Stand Only 10-20-10 (or equivalent)

TABLE 3.12.1 ORGANIC MULCH MATERIALS AND APPLICATION RATES

MULCHES

RATES

NOTES

Per Acres Per 1000 ft2

Straw

1 1/2 - 2 Tons (Minimum 2 tons for winter cover)

70 - 90 lbs.

Free from weeds and coarse matter.

Must be anchored. Spread with mulch blower or by hand.

Fiber Mulch Minimum 1,500 lbs. 35 lbs.

Do not use as mulch for winter cover or during hot, dry periods. * Apply as slurry

Cornstalks 4 - 6 Tons 185 - 275 lbs.

Cut or shredded in 4-6" lengths.

Air-dried. Do not use in fine turf areas. Apply with mulch blower or by hand.

Wood Chips 4 - 6 Tons 185 - 275 lbs.

Free of coarse matter. Air dried.

Treat with 12 lbs. nitrogen per ton.

Do not use in fine turf areas. Apply with mulch blower, ship handler, or by hand.

Bark Chips or Shredded Bark

50 - 70 cu.yds. 1 -2 cu.yds.

Free of coarse matter. Air dried. Do not use in fine turf areas. Apply with mulch blower, ship handler, or by hand.

*When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2,000 lbs./ac. Or 45 lbs./1,000 sp.ft.

Permanent Seeding, Riparian Areas Eastern West Virginia Riparian Buffer Mix- ERNMX-281

Common Name Botanical Name Seed % Virginia Wildrye, Madison-NY Ecotype

Elymus virginicus, Madison-NY Ecotype 20.00%

Deertongue, Tioga Panicum clandestinum, Tioga 20.00% Indiangrass, 'Holt' Sorghastrum nutans, 'Holt' 19.00% Big Bluestem, 'Bison' Andropogon gerardii, 'Bison' 14.00% Fox Sedge, PA Ecotype Carex vulpinoidea, PA Ecotype 11.00% Switchgrass, 'Shelter' Panicum virgatum, 'Shelter' 5.00% Blackeyed Susan Rudbeckia hirta 3.50%

Oxeye Sunflower, PA Ecotype Heliopsis helianthoides, PA Ecotype 2.50%

Smooth Blue Aster, NY Ecotype Aster laevis, NY Ecotype 1.00% Soft Rush Juncus effusus 1.00% Woolgrass, PA Ecotype Scirpus cyperinus, PA Ecotype 1.00%

New York Ironweed, PA Ecotype Vernonia noveboracensis, PA Ecotype 1.00%

Joe Pye Weed, PA Ecotype Eupatorium fistulosum, PA Ecotype 0.50%

Boneset, PA Ecotype Eupatorium perfoliatum, PA Ecotype 0.50%

Seeding Rate: Seed at 20 lbs/acre with a cover crop. For a cover crop on areas that should not experience flooding, use one of the following: grain oats (30 lbs/acre; 1 Jan to 30 Apr), brown top millet (10 lbs/acre; 1 May to 31 Aug), or Grain Rye (30 lbs/acre; 1 Sep to 31 Dec). If flooding may occur, use grain rye (30 lbs/are; 1 Sep to 30 Apr) or Japanese Millet (10 lbs/acre; 1 May to 31 Aug).

Permanent Seeding, Final Grading and Steep Slope Areas Eastern West Virginia Steep Slope Mix- ERNMX-280

Common Name Botanical Name Seed % Indiangrass, 'Holt' Sorghastrum nutans, 'Holt' 40.00% Virginia Wildrye, Madison-NY Ecotype

Elymus virginicus, Madison-NY Ecotype 23.50%

Deertongue, Tioga Panicum clandestinum, Tioga 17.00% Big Bluestem, 'Rountree' Andropogon gerardii, 'Rountree' 7.00% Switchgrass, 'Shelter' Panicum virgatum, 'Shelter' 4.00% Purpletop Tridens flavus 3.30%

Oxeye Sunflower, PA Ecotype Heliopsis helianthoides, PA Ecotype 1.80%

Blackeyed Susan Rudbeckia hirta 1.30% Common Milkweed Asclepias syriaca 0.80% Smooth Blue Aster, NY Ecotype Aster laevis, NY Ecotype 0.50%

Partridge Pea, PA Ecotype Chamaecrista fasciculata, PA Ecotype 0.40%

Wild Bergamot, Fort Indiantown Gap-PA Ecotype

Monarda fistulosa, Fort Indiantown Gap-PA Ecotype 0.20%

Early Goldenrod, PA Ecotype Solidago juncea, PA Ecotype 0.20%

Seeding Rate: Seed at 45 lbs/acre with a cover crop. For a cover crop use one of the following: grain oats (30 lbs/acre; 1 Jan to 30 Apr), brown top millet (10 lbs/acre; 1 May to 31 Aug), or Grain Rye (30lbs/acre; 1 Sep to 31 Dec).

Permanent Seeding, Wetland Areas Eastern West Virginia FACW Wetland Mix- ERNMX-282

Common Name Botanical Name Seed % Fox Sedge, PA Ecotype Carex vulpinoidea, PA Ecotype 29.50% Virginia Wildrye, Madison-NY Ecotype

Elymus virginicus, Madison-NY Ecotype 20.00%

Lurid Sedge, PA Ecotype Carex lurida, PA Ecotype 19.50% Frank's Sedge Carex frankii 16.00% Swamp Milkweed, PA Ecotype Asclepias incarnata, PA Ecotype 4.00% Soft Rush Juncus effusus 3.00% Woolgrass, PA Ecotype Scirpus cyperinus, PA Ecotype 3.00% Mud Plantain Alisma subcordatum 1.00%

Boneset, PA Ecotype Eupatorium perfoliatum, PA Ecotype 1.00%

Oxeye Sunflower, PA Ecotype Heliopsis helianthoides, PA Ecotype 1.00%

Path Rush, PA Ecotype Juncus tenuis, PA Ecotype 1.00%

New York Ironweed, PA Ecotype Vernonia noveboracensis, PA Ecotype 0.70%

Great Blue Lobelia, PA Ecotype Lobelia siphilitica, PA Ecotype 0.30%

Seeding Rate: Seed at 20 lbs/acre with a cover crop. For a cover crop use Japanese Millet (10 lbs/acre; 1 May to 31 Aug), Barnyard Grass (10 lbs/acre; 1 May to 31 Aug), or Grain Rye (30 lbs/acre; 1 Sept to 30 Apr).

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REVISIONS

REV DESCRIPTIONDATE

SCALE: DATE:

SHEET NO.

TOTAL

West Virginia Department of Environmental Protection Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation 1000 Technology Drive - Fairmont, WV 26554

DRAWN BY:

CHECKED BY:

APPROVED BY:

DFS

BWD

SJS

SJS

THIS DRAWING IS

NOT TO SCALE

MILLER MINE DRAINAGE PHASE II

HARRISON COUNTY, WEST VIRGINIA

EROSION AND SEDIMENT CONTROL NOTES

MARCH 20, 2026

B. CONSTRUCTION NOTES

1. THE CONTRACTOR SHALL NOT BRING ANY HAZARDOUS MATERIALS ONTO THE PROJECT SITE.

2. THE CONTRACTOR ACKNOWLEDGES SATISFACTION AS TO THE NATURE AND LOCATION OF THE

WORK, THE GENERAL AND LOCAL CONDITIONS, PARTICULARLY THOSE BEARING UPON

TRANSPORTATION, DISPOSAL, HANDLING, AND STORAGE OF MATERIALS, AVAILABILITY OF

LABOR, WATER, ELECTRIC POWER, ROADS AND UNCERTAINTIES OF WEATHER, GROUNDWATER

TABLE OR SIMILAR PHYSICAL CONDITIONS AT THE SITE, THE CONFORMATION OF SUBSURFACE

MATERIALS TO BE ENCOUNTERED, THE PRESENCE AND LOCATION OF SUBSURFACE UTILITIES,

THE CHARACTER OF EQUIPMENT AND FACILITIES NEEDED PRIOR TO AND DURING THE

PERFORMANCE OF THE WORK AND ALL OTHER MATTERS WHICH CAN IN ANY WAY AFFECT THE

WORK OR THE COST THEREOF UNDER THIS CONTRACT. ANY FAILURE BY THE CONTRACTOR TO

ACQUAINT ITSELF WITH ALL AVAILABLE INFORMATION OR CONDUCT INVESTIGATIONS TO ITS

OWN SATISFACTION CONCERNING THESE CONDITIONS WILL NOT RELIEVE IT FROM

RESPONSIBILITY FOR ESTIMATING PROPERLY THE DIFFICULTY OR COST OF SUCCESSFULLY

PERFORMING THE WORK.

3. CONTRACTOR SHALL DEMOLISH AND ALTER EXISTING FACILITIES, REMOVE, SALVAGE, OR

OTHERWISE DISPOSE OF MINOR SITE IMPROVEMENTS, AS INDICATED ON DRAWINGS.

4. EXISTING ENVIRONMENTAL CONTAMINATION IS NOT EXPECTED; SOLID WASTE ENCOUNTERED

WITHIN THE PROJECT BOUNDARIES SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH

APPLICABLE STATE AND FEDERAL LAWS AND REGULATIONS AS OUTLINED IN SECTION 9 OF THE

PROJECT'S SPECIAL PROVISIONS. APPROPRIATE AUTHORITIES IN THE WVDEP WOULD BE

CONSULTED REGARDING DISPOSAL OF SOLID WASTE IF A SIGNIFICANT AMOUNT IS FOUND

ON-SITE. PROPER DISPOSAL OF SOLID WASTE IS A MODERATE LONG-TERM BENEFICIAL IMPACT.

5. EXCESS SOILS OR MATERIALS THAT ARE UNSUITABLE FOR REUSE AS LOAD BEARING FILL

AND/OR ARE TOO WET TO PROPERLY PLACE AND COMPACT, SHALL BE REMOVED FROM THE

PROJECT SITE BY THE CONTRACTOR. REMOVAL AND OFF-SITE DISPOSAL OF THESE MATERIALS

WILL BE REQUIRED.

6. CONTRACTOR SHALL DESIGN, FURNISH, OPERATE, MAINTAIN, AND REMOVE TEMPORARY

SYSTEMS TO CONTROL GROUNDWATER (IF ENCOUNTERED) AND SURFACE WATER TO MAINTAIN

STABLE, UNDISTURBED SUBGRADES, AND TO PERMIT EARTHWORK TO BE PERFORMED UNDER

DRY AND STABLE CONDITIONS.

7. IF REQUIRED, THE CONTRACTOR SHALL DESIGN, FURNISH, AND INSTALL TEMPORARY

EXCAVATION SUPPORT SYSTEMS TO MAINTAIN LATERAL SUPPORT, PREVENT LOSS OF GROUND,

LIMIT SOIL MOVEMENTS TO ACCEPTABLE LIMITS, AND PROTECT FROM DAMAGE THE EXISTING

AND PROPOSED IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, ELECTRICAL TRANSMISSION

STRUCTURES AND THEIR ASSOCIATED FOUNDATIONS, UTILITIES, STRUCTURES, AND

ROADWAYS.

8. ALL GARBAGE AND DEBRIS MUST BE REMOVED FROM THE SITE AND DISPOSED OF AT A

LAWFULLY APPROVED LANDFILL IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND

LOCAL REGULATIONS.

9. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING SLOPES AND SITE FEATURES IN THE

WORK AREA. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS NOT INCLUDED IN THE

SITE DEVELOPMENT PLANS SHOWN HEREIN TO THEIR ORIGINAL CONDITION, OR BETTER, UPON

COMPLETION OF CONSTRUCTION.

10. WATER TRUCKS SHALL BE USED FOR DUST CONTROL, AS NECESSARY.

11. WHERE EXCAVATIONS ARE IN CLOSE PROXIMITY OF TREES NOT SHOWN AS BEING REMOVED, THE CONTRACTOR SHALL USE EXTREME CARE IN NOT DAMAGING THE ROOT SYSTEM. NO

EQUIPMENT, SUPPLIES, OR VEHICLES SHALL BE STORED OR PARKED WITHIN THE DRIP LINE OF

TREES TO REMAIN AND BE PRESERVED.

12. DRAINAGE REPORT AND GRADING & DRAINAGE PLAN SHALL BE IN ACCORDANCE WITH THE

CURRENT WEST VIRGINIA DEP STANDARDS FOR STORMWATER MANAGEMENT.

13. ANY WORK DONE IN A DRAINAGE CHANNEL MUST COMPLY WITH STATE AND FEDERAL

REGULATIONS.

14. AN APPROVED SET OF PLANS SHALL BE MAINTAINED ON THE JOB SITE AT ALL TIMES WHILE

WORK IS IN PROGRESS. DEVIATION FROM THE PLANS SHALL NOT BE ALLOWED WITHOUT AN

APPROVED PLAN REVISION.

15. ANY WORK PERFORMED WITHOUT THE APPROVAL OF THE ENGINEER AND/OR ALL WORK AND

MATERIAL NOT IN CONFORMANCE WITH THE SPECIFICATIONS IS SUBJECT TO REMOVAL AND

REPLACEMENT AT THE CONTRACTOR’S EXPENSE.

C. CONSTRUCTION SEQUENCE (E & S)

THIS SECTION PROVIDES AN OVERVIEW OF THE EQUIPMENT AND OPERATIONS NECESSARY TO

STABILIZE SLIP AREAS AND MANAGE DRAINAGE RUNOFF, DESCRIBES POTENTIAL IMPACTS THAT MAY OCCUR FROM EACH OPERATION, AND IDENTIFIES THE MEASURES THAT WILL BE IMPLEMENTED TO CONTROL THESE POTENTIAL IMPACTS. THIS SECTION ALSO DISCUSSES IN DETAIL THE EROSION AND

SEDIMENT CONTROL TECHNIQUES THAT APPLY TO EACH CONSTRUCTION PHASE ACTIVITY

INCLUDING CLEARING, GRADING, TRENCHING, AND BACKFILLING. THE SPACING BETWEEN

INDIVIDUAL CREWS RESPONSIBLE FOR EACH INTERDEPENDENT ACTIVITY IS BASED ON ANTICIPATED

RATE OF PROGRESS. THE ACTIVITIES LISTED BELOW ARE NORMALLY PERFORMED IN THE

FOLLOWING SEQUENCE:

E&S PHASE I

1. A COPY OF THE FINAL PLANS MUST BE AVAILABLE ON THE PROJECT SITE AT ALL TIMES.

2. MM109 ENTRANCE PERMIT: CONTRACTOR MUST NOTIFY WVDOH DISTRICT A MINIMUM OF TWO

BUSINESS DAYS PRIOR TO STARTING ANY CONSTRUCTION ACTIVITIES.

3. ALL CONTRACTOR(S) INVOLVED IN THESE ACTIVITIES SHALL NOTIFY THE WEST VIRGINIA ONE

CALL SYSTEM 2 BUSINESS DAYS BEFORE STARTING ANY CONSTRUCTION ACTIVITIES.

4. PRIOR TO COMMENCEMENT OF ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING CLEARING

AND GRUBBING, THE CONTRACTOR SHALL CLEARLY DELINEATE SENSITIVE AREAS, THE LIMITS

OF CLEARING, AND UTILITIES THAT ARE TO BE CONSERVED WITHIN AND/OR NEAR THE PROJECT

SITE AND INSTALL APPROPRIATE BARRIERS AND SIGNS WHERE EQUIPMENT MAY NOT BE

PARKED, STAGED, OPERATED OR LOCATED FOR ANY PURPOSE. APPROPRIATE BMPS SHOULD

BE INSTALLED AND FUNCTIONING.

5. ORANGE SAFETY OR CONSTRUCTION FENCE SHALL BE INSTALLED AS INDICATED ON PLANS.

ORANGE SAFETY OR CONSTRUCTION FENCE SHALL BE CHECKED REGULARLY FOR WEATHER

RELATED OR OTHER DAMAGE. ANY NECESSARY REPAIRS SHALL BE MADE IMMEDIATELY.

ORANGE SAFETY OR CONSTRUCTION FENCE WILL REMAIN DURING ALL PHASES OF

CONSTRUCTION.

6. INSTALLATION OF STONE CONSTRUCTION ENTRANCES AT ALL ACCESS LOCATIONS SHALL BE

THE FIRST STEP OF CONSTRUCTION AND SHALL BE FOLLOWED BY THE INSTALLATION OF

ADDITIONAL STONE DESIGNATED FOR EQUIPMENT AND MATERIAL STAGING.

7. PERIMETER EROSION AND SEDIMENT CONTROL DEVICES, AS REQUIRED BY THE EROSION AND

SEDIMENT CONTROL PHASE I PLANS ARE TO BE INSTALLED PRIOR TO CONDUCTING ANY

CONSTRUCTION ACTIVITY ON THE SITE. THIS INCLUDES BUT IS NOT LIMITED TO PERIMETER

BMP'S (COMPOST FILTER SOCK) ALONG CLEARING AND GRUBBING BOUNDARIES, TEMPORARY

DIVERSION CHANNEL AND OUTLET PROTECTION AND BERMS FOR CLEAN STORMWATER

RUNOFF.

8. INSTALL COMPOST FILTER SOCK AND WORK PAD AREA WITH THE TIMBER MAT SKIRT. BEGIN

LAND CLEARING AND GRUBBING ONLY AFTER ALL DOWNSLOPE BMPS HAVE BEEN INSTALLED.

9. APPLY TEMPORARY OR PERMANENT STABILIZATION MEASURES IMMEDIATELY TO ANY

DISTURBED AREAS WHERE WORK HAS BEEN COMPLETED, DELAYED OR OTHERWISE

TEMPORARILY SUSPENDED.

10. INSTALL RIPRAP APRONS UPON COMPLETION OF CULVERT AND CHANNEL CONSTRUCTION.

E&S PHASE II

1. INSTALL COLLECTION SYSTEM AND COMPLETE REGRADE OF HIGHWALL AREA AND AREAS TO BE

RECLAIMED.

2. HIGHWALL FILL SHALL BE CONSTRUCTED IN 12-INCH LIFTS AND COMPACTED TO MINIMUM 95%

OF STANDARD PROCTOR MAXIMUM DRY DENSITY.

3. APPLY TEMPORARY OR PERMANENT STABILIZATION MEASURES IMMEDIATELY TO ANY

DISTURBED AREAS WHERE WORK HAS REACHED FINAL GRADE, DELAYED OR OTHERWISE

TEMPORARILY SUSPENDED.

4. INSTALL RIPRAP APRONS UPON COMPLETION OF CULVERT AND CHANNEL CONSTRUCTION.

5. ANY WATER ENCOUNTERED WITHIN THE EXCAVATION AREAS DURING CONSTRUCTION SHALL BE

REMOVED BY USING PUMPS, HOSES, AND PUMPED WATER FILTER BAGS WHICH SHALL BE

DISCHARGED INTO UNDISTURBED WELL-VEGETATED UPLAND AREAS.

6. IF SEEPS ARE ENCOUNTERED DURING CONSTRUCTION, A SEEP COLLECTOR AND SPLASH PAD

WILL BE USED UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

7. THE CONTRACTOR SHALL APPLY A MINIMUM OF SIX INCHES (6") OF TOPSOIL TO ALL EXCAVATED

AND FILLED SURFACES THAT WILL RECEIVE PERMANENT SEEDING AND MULCHING EXCEPT AS

DIRECTED OTHERWISE IN SPECIFICATIONS (I.E. COAL REFUSE). TOPSOIL SHALL CONSIST OF

FRIABLE SURFACE SOIL REASONABLY FREE OF GRASS, ROOTS, WEEDS, STICKS, ROCKS, AND

OTHER UNSUITABLE MATERIAL. THE SOURCE OF THE TOPSOIL SHALL BE EXISTING STOCKPILED

TOPSOIL OR IMPORTED AS REQUIRED.

8. COMPLETE ACCESS ROAD REPAIRS AND GRAVEL ROAD REHABILITATION.

9. TOPSOIL SPREADING SHALL NOT BE CONDUCTED WHEN THE GROUND OR TOPSOIL IS FROZEN, EXCESSIVELY WET, OR OTHERWISE IN A CONDITION DETRIMENTAL TO UNIFORM SPREADING

OPERATIONS. SURFACES DESIGNATED TO RECEIVE A TOPSOIL APPLICATION SHALL BE LIGHTLY

SCARIFIED JUST PRIOR TO THE SPREADING OPERATION. WHERE COMPACTED EARTH FILLS ARE

TOPSOILED, THE TOPSOIL SHALL BE PLACED CONCURRENTLY WITH THE EARTHFILL AND SHALL

BE BONDED TO THE COMPACTED FILL WITH THE COMPACTING EQUIPMENT. FOLLOWING THE

SPREADING OPERATION, THE TOPSOIL SURFACE SHALL BE LEFT REASONABLY SMOOTH AND

WITHOUT RUTS AND SURFACE IRREGULARITIES THAT COULD CONTRIBUTE TO CONCENTRATED

WATER FLOW DOWN SLOPE.

10. AFTER CONSTRUCTION IS COMPLETE, FINAL SEEDING AND MULCHING OF ALL DISTURBED

AREAS NOT YET STABILIZED SHALL BE COMPLETED. STABILIZE AND SEED ALL OPEN AREAS

INCLUDING BORROW AND SPOIL AREAS.

11. FINISH GRADE SLOPES STEEPER THAN 3:1 SHALL INSTALL ROLLED EROSION CONTROL

PRODUCTS. SEE REVEGETATION PLAN FROM SWPPP EROSION AND SEDIMENT CONTROL PLANS.

12. REMOVAL OF ALL TEMPORARY BMPS CAN BE PERFORMED UPON ACHIEVEMENT OF A UNIFORM

70 PERCENT PERENNIAL VEGETATIVE COVER WITH A DENSITY CAPABLE OF RESISTING

ACCELERATED EROSION FOR ALL AREAS WHICH WOULD CONTRIBUTE RUNOFF TO THE BMPS.

STABILIZE ANY DISTURBANCES ASSOCIATED WITH THE REMOVAL OF BMPS.

D. TEMPORARY CONTROL MEASURES AND FACILITIES

1. SEE PLANS, DETAILS AND SPECIFICATIONS FOR PROPOSED LOCATIONS AND CONSTRUCTION

DETAILS FOR BMP's.

2. STABILIZED CONSTRUCTION ENTRANCE - SHALL BE INSTALLED AS SHOWN ON PLAN.

CONSTRUCTION ENTRANCES ARE STABILIZED TO REDUCE THE AMOUNT OF SEDIMENT

TRANSPORTED ONTO PAVED ROADS BY VEHICLES OR EQUIPMENT BY CONSTRUCTING A

STABILIZED PAD OF STONE AT ENTRANCES TO CONSTRUCTION SITES.

3. COMPOST FILTER SOCK AND TIMBER MAT SKIRT - SERVES AS PERIMETER CONTROL AROUND

PROPOSED CONSTRUCTION ACTIVITY AND SHALL BE PLACED ALONG SLOPES OF THE

DISTURBED AREAS AS SHOWN.

4. RIPRAP APRONS / SPLASH PADS - A SECTION OF ROCK PROTECTION PLACED AT THE OUTLET

END OF CULVERTS AND CHANNELS TO PREVENT SCOUR AT STORMWATER SYSTEM OUTLETS, A

FLOW TRANSITION STRUCTURE IS NEEDED WHICH WILL ABSORB THE INITIAL IMPACT OF THE

FLOW AND REDUCE THE FLOW VELOCITY TO A LEVEL WHICH WILL NOT ERODE THE RECEIVING

CHANNEL OR OVERLAND AREA. (TO REMAIN AFTER CONSTRUCTION IS COMPLETE.)

5. ROLLED EROSION CONTROL PRODUCTS (RECPS) - APPLIED TO ALL SLOPES STEEPER THAN 3:1.

ARE TEMPORARY OR PERMANENT EROSION CONTROL NETS, BLANKETS AND

THREE-DIMENSIONAL MATRIXES MADE FROM A WIDE VARIETY OF NATURAL (SUCH AS JUTE,

COIR AND STRAW) AND MANMADE MATERIALS ALONE OR IN COMBINATION. THERE ARE

NUMEROUS COMMERCIALLY AVAILABLE PRODUCTS SO GREAT CARE MUST BE USED TO

CHOOSE THE CORRECT PRODUCT FOR THE APPLICATION. RECPS HELP PREVENT EROSION IN

SEVERAL WAYS. THEY CAN BE A DIRECT REPLACEMENT FOR STRAW OR HAY MULCH AND

PROVIDE UNIFORM PROTECTION FROM RAINDROP EROSION, MODERATING TEMPERATURE AND

MOISTURE EXTREMES AND PREVENTING DETACHMENT OF THE SOIL BY SHEET FLOW. THEY CAN

HOLD SEED AND MULCH IN PLACE ON SLOPES AND IN CHANNELS SO THAT VEGETATION CAN

BECOME ESTABLISHED. AND THEY CAN BE USED TO PERMANENTLY REINFORCE TURF TO

PROTECT CHANNELS AND STREAM BANKS IN HIGH FLOW CONDITIONS.

6. HYDRAULICALLY APPLIED EROSION CONTROL PRODUCT (HECP) (FELXTERRA®) - A

HYDRAULICALLY APPLIED, 100% BIODEGRADABLE, HIGH PERFORMANCE-FLEXIBLE GROWTH

MEDIUM THAT IS COMPOSED OF 100% RECYCLED WOOD FIBERS, CRIMPED INTERLOCKING

BIODEGRADABLE FIBERS, MICRO-PORE GRANULES, NATURALLY DERIVED CROSSLINKED

BIOPOLYMERS, AND WATER ABSORBENTS. THE PRODUCT CREATES A CONTINUOUS, POROUS,

ABSORBENT, AND FLEXIBLE EROSION RESISTANT BLANKET THAT ALLOWS FOR RAPID

GERMINATION AND ACCELERATED PLANT GROWTH. HYDROSEED WITH TACKIFIER SHALL NOT

BE USED WITHIN 50-FEET OF STREAMS AND WETLANDS.

E. MAINTENANCE OF TEMPORARY CONTROL MEASURES AND FACILITIES

1. GENERAL

a. THE MAINTENANCE FOR THE PROJECT SHALL BE IN ACCORDANCE WITH THE APPROVED

EROSION AND SEDIMENT CONTROL PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

CONTINUOUS MAINTENANCE OF ALL E&S MEASURES AND DEVICES FOR THE DURATION OF THE

PROJECT AND UNTIL THE AREA IS STABILIZED WITH A MINIMUM UNIFORM 70% PERENNIAL

VEGETATIVE COVER.

b. THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROLS WITHIN DISTURBED

AREAS AT LEAST ONCE EVERY 4 CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY

PRECIPITATION EVENT 0.25 INCHES OR GREATER PER 24 HOURS PERIOD.

c. ANY DEVICE FOUND TO BE CLOGGED, DAMAGED, HALF-FULL OF SILT OR NOT FULLY

OPERATIONAL SHALL BE CLEANED OF ALL DEBRIS. THE SOLID WASTE DISPOSAL IS THE

RESPONSIBILITY OF THE CONTRACTOR. ALL DEPOSITED SEDIMENT FROM THE TRAP SHALL BE

REMOVED AND SPREAD ACCORDINGLY IF DEBRIS IS TRACKED ON A PUBLIC ROADWAY, THE

CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP. PROPER TRAFFIC CONTROL MUST ALSO

BE IN PLACE. ACCUMULATED SEDIMENT PLACED WITHIN THE LOD SHALL BE PLACED IN A

MANNER TO NOT DISRUPT THE DESIGN GRADE, SHALL NOT COLLECT OR POOL WATER, AND

SHALL CONFORM TO THE GRADE OF THE SLOPE. IMMEDIATELY SEED AND MULCH.

2. STABILIZED CONSTRUCTION ENTRANCE AND STABILIZED CONSTRUCTION STORAGE AREA.

a. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR

FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP

DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND / OR CLEAN OUT

OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR

TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.

b. WHEELS ON ALL VEHICLES SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE

ONTO PUBLIC RIGHTS-OF-WAY. IF WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA

STABILIZED WITH STONE AND WHICH DRAINS INTO APPROVED SEDIMENT TRAPPING DEVICE. IF

THE STREET IS WASHED PRECAUTIONS MUST BE TAKEN TO PREVENT MUDDY WATER FROM

RUNNING INTO WATERWAYS OR STORM SEWERS.

c. INSPECTION AND NEEDED MAINTENANCE SHOULD BE PROVIDED DAILY BUT AT A MINIMUM

EVERY 4 DAYS AND AFTER EACH RAINFALL EVENT OF 0.25 INCHES OR GREATER.

3. TIMBER MAT SKIRT (TS) / COMPOST FILTER SOCK (CFS)

a. INSPECT TS AND CFS EVERY 4 DAYS AND AFTER EACH RAINFALL EVENT OF 0.25 INCHES OR

GREATER. MAKE ALL REQUIRED REPAIRS IMMEDIATELY.

b. ACCUMULATED SEDIMENTS SHALL BE REMOVED AS REQUIRED TO KEEP THE TS AND CFS

FUNCTIONAL. IN ALL CASES REMOVE DEPOSITS WHERE ACCUMULATIONS REACH 1/2 THE ABOVE

- GROUND HEIGHT OF THE TIMBER MAT SKIRT.

c. SEDIMENT COLLECTED FROM THE EROSION CONTROL STRUCTURES SHALL BE PLACED

UPSTREAM OF THOSE CONTROLS AND IMMEDIATELY STABILIZED WITH SEED AND AN ANCHORED

MULCH OR HAULED OFFSITE TO A DISPOSAL AREA WITH AN APPROVED EROSION AND SEDIMENT

CONTROL PLAN.

d. ADHERE TO MANUFACTURER'S RECOMMENDATIONS FOR REPLACING TIMBER MAT SKIRT DUE

TO WEATHERING.

e. ANY TIMBER MAT SKIRT / COMPOST FILTER SOCK SECTION THAT HAS COLLAPSED OR

EXPERIENCED A FAILURE DUE TO CONCENTRATED SURFACE FLOW SHALL BE IMMEDIATELY

REPLACED WITH A NEW SECTION OF DESIGNATED TYPE TIMBER MAT SKIRT OF THE SAME

LENGTH OF COLLAPSED AREAS.

f. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, REMOVE ALL

TIMBER MAT SKIRT MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE DISTURBED

AREA TO GRADE AND STABILIZE. REMOVE THE PLASTIC WRAP PORTION OF THE CFS BUT LEAVE

THE MULCH IN THE STABILIZED AREA.

4. RIPRAP APRON / SPLASH PADS

a. INSPECT EACH CHECK DAM EVERY 4 DAYS AND AFTER ANY RAINFALL EVENT OF 0.25 INCHES OR

GREATER.

b. REPLACE STONE AND REPAIR DAMS AS NECESSARY TO MAINTAIN THE CORRECT HEIGHT AND

CONFIGURATIONS.

c. REMOVE SEDIMENT ACCUMULATIONS FROM BEHIND THE CHECK DAMS WHEN IT HAS

ACCUMULATED TO ONE HALF OF THE ORIGINAL HEIGHT OF THE DAM. SEDIMENT COLLECTED

FROM THE EROSION CONTROL STRUCTURES SHALL BE PLACED UPSTREAM OF EROSION AND

SEDIMENT CONTROLS AND IMMEDIATELY STABILIZED WITH SEED AND AN ANCHORED MULCH OR

HAULED OFFSITE TO A DISPOSAL AREA WITH AN APPROVED EROSION AND SEDIMENT CONTROL

PLAN.

F. MAINTENANCE / CONTRACTOR'S RESPONSIBILITIES

1. CONTRACTOR SHALL IMPLEMENT THE EROSION AND SEDIMENT CONTROL PLAN IN

ACCORDANCE WITH PLANS, SPECIFICATIONS AND PROJECT NARRATIVE.

2. CONTRACTOR SHALL INSPECT BMPS EVERY 4 CALENDAR DAYS AND WITHIN 24 HOURS AFTER A

STORM EVENT 0.25 INCHES OR GREATER PER 24 HOUR PERIOD. ALL PREVENTATIVE

MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING,

RESEEDING, REMULCHING, AND ANCHORING OF THE MULCH SHALL BE PERFORMED

IMMEDIATELY. SEDIMENT COLLECTED FROM THE EROSION CONTROL STRUCTURES SHALL BE

PLACED UPSTREAM OF THOSE CONTROLS AND IMMEDIATELY STABILIZED WITH SEED AND AN

ANCHORED MULCH OR HAULED OFFSITE TO A DISPOSAL AREA WITH AN APPROVED EROSION

AND SEDIMENT CONTROL PLAN.

3. AT NO TIME WILL SEDIMENT-LADEN RUNOFF BE ALLOWED TO LEAVE THE SITE AND ENTER

WATERS OF THE STATE WITHOUT FIRST PASSING THROUGH A SEDIMENT FILTERING DEVICE. IF EROSION CONTROL FACILITIES FAIL TO PERFORM AS EXPECTED, ALTERNATIVE FACILITIES OR

MODIFICATIONS OF THOSE FACILITIES INSTALLED WILL BE REQUIRED.

4. ALL PERMANENTLY SEEDED AREAS THAT BECOME ERODED SHALL HAVE THE TOPSOIL

REPLACED, THE EROSION CONTROL MATTING REPLACED (IF APPLICABLE), SEED AND MULCH

REAPPLIED AND ANCHORED. IF EROSION PERSISTS, THE AREA SHALL BE EITHER LINED WITH

SOD OR STABILIZED AS APPROPRIATE.

5. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE

SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT

IN NO CASE MORE THAN 4 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE

SITE HAS PERMANENTLY CEASED.

6. EXPOSED AND UNWORKED SOILS SHALL BE STABILIZED BY APPLICATION OF EFFECTIVE BMPS

THAT PROTECT THE SOIL FROM EROSIVE FORCES OF RAINDROPS, FLOWING WATER AND WIND.

ALL DISTURBED AREAS THAT ARE AT FINAL GRADE MUST BE SEEDED AND MULCHED WITHIN

FOUR DAYS AND AREAS THAT WILL NOT BE WORKED AGAIN FOR 14 DAYS OR MORE MUST BE

SEEDED AND MULCHED WITHIN FOUR DAYS. FOR DISTURBED AREAS WITH SLOPES OF 3:1 OR

GREATER, THE AREA WILL BE VERTICALLY TRACKED AND EROSION CONTROL FABRIC SHALL BE

INSTALLED AFTER SEED, MULCH, AND SOIL SUPPLEMENTS HAVE BEEN APPLIED. THE

TEMPORARY/PERMANENT SEEDING AND MULCH TABLE ON THE DETAIL SHEETS CONSIST OF THE

TYPE OF SEED AND APPLICATION RATE THAT SHALL BE APPLIED, INCLUDING THE NURSE CROP THAT SHALL BE USED DURING CERTAIN TIME OF THE YEAR TO PROMOTE STABILIZATION OF THE

SOIL UNTIL THE PERENNIAL SEEDLINGS ESTABLISH.

7. AREAS WHERE THE SEED HAS FAILED TO GERMINATE ADEQUATELY (UNIFORM PERENNIAL

VEGETATIVE COVER WITH A DENSITY OF 70%) WITHIN 30 DAYS AFTER SEEDING AND MULCHING

MUST BE RESEEDED IMMEDIATELY, OR AS SOON AS WEATHER CONDITIONS ALLOW.

8. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE KEPT AVAILABLE

FOR INSPECTION ON THE CONSTRUCTION SITE AT ALL TIMES THROUGHOUT THE DURATION OF

THE PROJECT.

G. RECYCLING AND DISPOSAL METHODS

1. REMOVE WASTE MATERIALS INCLUDING TRASH AND DEBRIS, AND LEGALLY DISPOSE OF THEM

OFF THE SITE TO A WVDEP APPROVED DUMP SITE. SEPARATE RECYCLABLE MATERIALS

PRODUCED DURING SITE CLEARING FROM OTHER NON-RECYCLABLE MATERIALS. STORE OR

STOCKPILE WITHOUT INTERMIXING WITH OTHER MATERIALS AND TRANSPORT THEM TO

RECYCLING FACILITIES. MATERIAL TO BE REMOVED SHALL BE REMOVED AS NEEDED AND SHALL

NOT BE ALLOWED TO ACCUMULATE AT THE SITE.

H. CONSTRUCTION SEQUENCE

1. MM109 ENTRANCE PERMIT: NOTIFY LOCAL DISTRICT (HARRISON COUNTY DISTRICT 4

304-842-1500) FOR PERMITS 04-2026-13398 AND 04-2026-13400 A MINIMUM OF TWO BUSINESS

DAYS PRIOR TO STARTING ANY CONSTRUCTION ACTIVITIES.

2. LOCATE ALL EXISTING UTILITIES. CONTRACTOR SHALL NOTIFY MISS UTILITY OF WEST VIRGINIA

AT 1-800-245-4848 A MINIMUM OF TWO BUSINESS DAYS PRIOR TO ANY EXCAVATION OR

CONSTRUCTION.

3. MOBILIZE CONSTRUCTION EQUIPMENT TO THE SITE.

4. SITE ACCESS IS THE FIRST LAND DISTURBANCE ACTIVITY TO TAKE PLACE AT THE SITE AND

EROSION CONTROL DEVISES (ECD) SHOULD BE PROVIDED TO MINIMIZE ACCELERATED EROSION

AND SEDIMENTATION FROM THE FOLLOWING AREAS: ENTRANCES TO THE SITE, CONSTRUCTION

ROUTES, AND AREAS DESIGNATED FOR OTHER USE SUCH AS PARKING AND STOCKPILES.

DURING THIS TIME APPROPRIATE ECD CAN BE INSTALLED. ALL GRADING WORK MUST STAY

INSIDE THE LOD AS SHOWN ON THE DRAWINGS PROVIDED.

5. INSTALL PERIMETER ECD AND BMPS DOWNGRADIENT OF THE PROJECT AREA AFTER THE

CONSTRUCTION SITE IS ACCESSED. THESE INCLUDE BUT ARE NOT LIMITED TO SILT FENCE,

SUPER SILT FENCE, DIVERSION BASINS, TRAPS, INLET PROTECTION, STABILIZED CONSTRUCTION

ENTRANCES, ETC. ANY SECTION OF THE SEDIMENT BARRIER THAT HAS BEEN OVERTOPPED OR

UNDERMINED WILL BE REPAIRED IMMEDIATELY, OR AS SOON AS PRACTICAL. IF THE SECTION

CONTINUES TO BE OVERTOPPED OR UNDERMINED, A ROCK FILTER OUTLET WILL BE INSTALLED

TO REPLACE THE SECTION.

6. CONSTRUCT ROAD CONSTRUCTION ENTRANCES AT LOCATION SHOWN IN ACCORDANCE WITH

THE DETAILS, EXCAVATE AND ROUGH GRADE EXISTING ROADS, PADS, AND STABILIZED

CONSTRUCTION STORAGE AREAS AS NECESSARY FOR CONSTRUCTION.

7. INSTALL TEMPORARY CROSSING TIMBER MATS AND STREAM AND WETLAND CROSSINGS AS

SHOWN ON THE PLAN SET AND INSTALL ORANGE CONSTRUCTION FENCE AROUND STREAMS

AND WETLANDS.

8. INSTALL SIGNS TO DEMARK 100-FEET BUFFER FUELING AREA AWAY FROM ALL STREAMS,

WETLANDS, AND WATERBODIES.

9. CONSTRUCT ACCESS ROADS AS NECESSARY.

10. STRIP TOPSOIL, CLEAR, GRUB AND DISPOSE OF TREE STUMPS, TREES AND BRUSH WITHIN THE LOD. TIMBER IS TO BE PLACED IN DESIGNATED AREAS. LIMBS, BRUSH AND TOPS LESS THAN 8

INCHES TO BE MULCHED AND REMOVED OFF-SITE TO APPROPRIATE DEP APPROVED FILL SITES

IN ACCORDANCE WITH CONSTRUCTION SPECIFICATIONS.

11. REMOVE THE EXISTING SPRING HOUSE AND POWER PLAN FILTERS AND DISPOSE OF IN DEP

APPROVED FACILITY.

12. INSTALL PUMP WATER FILTER BAG IN THE DESIGNATED DEWATERING AREA AND DEWATER THE

HISTORIC SEDIMENT BASIN. SEDIMENT BASIN WILL BE USED THROUGHOUT CONSTRUCTION

UNTIL GROUTED RIP RAP CHANNEL A IS CONSTRUCTED.

13. INSTALL TEMPORARY WATERBARS DIRECTING OVERLAND FLOW INTO THE HISTORIC SEDIMENT

BASIN ABOVE EXCAVATION AREA FOR THE COLLECTION SYSTEMS.

14. REESTABLISH DRAINAGE FOR VEGETATED CHANNEL E1, INSTALL CULVERT 2, RE-ESTABLISH

DRAINAGE AND INSTALL RIPRAP FOR CHANNEL E2, RE-ESTABLISH CHANNEL E3 AND E4 AND

INSTALL RIPRAP THROUGH CHANNEL E5.

15. EXCAVATE MATERIAL FOR THE COLLECTION SYSTEMS AS SHOWN ON SHEET 9 OF THE PLAN SET AND STORE THE…