ADDENDUM 3 ARFQ DEP25-34.pdf

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Attached to: OSR C. C. Conley & Sons, Inc S-3046-91 Pond Removal Project
Solicitation number: ARFQ-0313-DEP2500000034-6
Issued by: Marshall County, West Virginia

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File	Type	Posted
ARFQ DEP25-34 -Special Provisions & Technical Specs (1).pdf	PDF	Dec 20, 2024
ADDENDUM 5 ARFQ DEP25-34.pdf	PDF	Dec 20, 2024
Final_ARFQ_0313_DEP2500000034_4_WV_ARFQ_FORM.PDF	PDF	Dec 20, 2024
ARFQ DEP25-34 -Plans Part 1 (1).pdf	PDF	Dec 20, 2024
Final_ARFQ_0313_DEP2500000034_3_WV_ARFQ_FORM.PDF	PDF	Dec 20, 2024
ADDENDUM 2 ARFQ DEP25-34.pdf	PDF	Dec 20, 2024
Final_ARFQ_0313_DEP2500000034_6_WV_ARFQ_FORM.PDF	PDF	Dec 20, 2024
Final_ARFQ_0313_DEP2500000034_5_WV_ARFQ_FORM.PDF	PDF	Dec 20, 2024
Final_ARFQ_0313_DEP2500000034_1_WV_ARFQ_FORM.PDF	PDF	Dec 20, 2024
ARFQ DEP25-34 -Plans Part 1 (2).pdf	PDF	Dec 20, 2024
ADDENDUM 1 ARFQ DEP25-34.pdf	PDF	Dec 20, 2024
ARFQ DEP25-34 Construction Forms (1).pdf	PDF	Dec 20, 2024
ARFQ DEP25-34 T&Cs.pdf	PDF	Dec 20, 2024
ARFQ DEP25-34 -Plans Part 2 (1).pdf	PDF	Dec 20, 2024
ADDENDUM 4 ARFQ DEP25-34 (1).pdf	PDF	Dec 20, 2024
Final_ARFQ_0313_DEP2500000034_2_WV_ARFQ_FORM.PDF	PDF	Dec 20, 2024

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AGENCY SOLICITATION NUMBER – ARFQ DEP2500000034

Addendum Number: _3___

The Purpose of this addendum is to modify the solicitation identified as (“Agency Solicitation”) to reflect the change(s) identified and described below.

Applicable Addendum Category:

[] Modify bid opening date and time

[x] Modify specification of product or service being sought

[] Attachment of vendor questions and responses

[x] Attachment of pre-bid sign-in sheet

[] Correction of error

[] Other

Description of Modification to Solicitation:

This Addendum issued to publish and distribute the attached documentation to the vendor community.

1. To revise plans 1 and 2

2. To add Section 6-5 Unclassified Excavation add pay item Sediment Ditches With Breaching On

Only Paid per lump sum $5,000.00 commodity line 17.

3. To add section 5-2 Road Maintenance Add pay item Road Maintenance paid per lump sum $10,000.00, commodity line 18

4. Pre bid sign-in sheet

Additional Documentation: Documentation related to this Addendum (if any) has been included herewith as Attachment A and is specifically incorporated herein by reference.

Terms and Conditions:

1. All provision of the Agency Solicitation and other addenda not modified herein shall remain in full force and effect.

2. Vendor should acknowledge receipt of all addenda issued for this Agency Solicitation by completing an Addendum Acknowledgement, a copy of which is included herewith. Failure to acknowledge addenda may result in bid disqualification. The addendum acknowledgement should be submitted with the bid to expedite document processing.

Strip Mine

Strip

Mine

Strip Mine

NEFF FORK OF RADER FORK OF TWENTYMILE CREEK OF GAULEY RIVER

OFFICE OF SPECIAL RECLAMATION

DIVISION OF LAND RESTORATION

west virginia department of environmental protection

HANCOCK

BROOKE

OHIO

MARSHALL

PRESTON

MORGAN

MONONGALIA

WETZEL

MINERAL

BERKELEY

MARION

TYLER

HAMPSHIRE

JEFFERSONPLEASANTS

HARRISON

TAYLOR

DODDRIDGE

WOOD

RITCHIE

GRANT

BARBOUR TUCKER

HARDY

WIRT

LEWIS

RANDOLPH

UPSHUR

GILMER

JACKSON CALHOUN

MASON

PENDLETON

ROANE

BRAXTON

POCAHONTAS

WEBSTER

PUTNAM

CLAY

KANAWHA

CABELL

WAYNE

LINCOLN

GREENBRIER

FAYETTE

BOONE

LOGAN

RALEIGH

MINGO

SUMMERS

WYOMING

MONROE

MERCER

McDOWELL

NICHOLAS COUNTY, WEST VIRGINIA

C.C. CONLEY & SONS, INC.

PERMIT S-3046-91

POND REMOVAL AND RECLAMATION PROJECT

HAROLD D. WARD, CABINET SECRETARY

NICHOLAS

PROJECT

AREA

PROJECT

AREA

OCTOBER 2024

DESCRIPTION

TITLE SHEET

SHEET NO.

DRAWING INDEX

STATE OF

NOS I

RP O W

TSE

E NLA

REENI NGRV I

G I

17052

REG I STERED

I S

TOPHER B . FARR

I SH

SUMMARY OF QUANTITIES 3

OVERVIEW 4

CHANNEL NO. 1 AND 1A PLAN VIEW, PROFILE AND SECTIONS SHEET 1 OF 2 5

SEDIMENT DITCH NO. 1 REGRADE PLAN VIEW, PROFILE AND SECTIONS 9

GENERAL AND STRUCTURAL NOTES 2

CHANNEL NO. 1 AND 1A PLAN VIEW, PROFILE AND SECTIONS SHEET 2 OF 2 6

BENCH POND REGRADE PLAN VIEW, PROFILE AND SECTIONS 7

SHEET 1 OF 2

BENCH POND REGRADE PLAN VIEW, PROFILE AND SECTIONS

SHEET 2 OF 2

SEDIMENT DITCH NO. 2 REGRADE PLAN VIEW, PROFILE AND SECTIONS

SHEET 1 OF 3

SEDIMENT DITCH NO. 2 REGRADE PLAN VIEW, PROFILE AND SECTIONS

SHEET 2 OF 3

SEDIMENT DITCH NO. 2 REGRADE PLAN VIEW, PROFILE AND SECTIONS

SHEET 3 OF 3

SEDIMENT DITCH NO. 3 REGRADE PLAN VIEW, PROFILE AND SECTIONS 13

SEDIMENT DITCHES NO. 4, NO. 5 AND NO. 6 REGRADE PLAN VIEW, PROFILE

AND SECTIONS SHEET 1 OF 2

SEDIMENT AND EROSION CONTROL 16

PROJECT SIGN 17

PROJECT

AREA

SEDIMENT DITCHES NO. 4, NO. 5 AND NO. 6 REGRADE PLAN VIEW, PROFILE

AND SECTIONS SHEET 2 OF 2

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AutoCAD SHX Text S U M M E R S V I L L E

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JEEP

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JEEP

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TRAIL

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JEEP

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LOCATION MAP

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WEST VIRGINIA COUNTY HIGHWAY MAP

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VICINITY MAP

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GILBOA USGS 7.5' QUADRANGLE

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NICHOLAS COUNTY

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SCALE: 1"=1 MILE

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SCALE: 1"=2000'

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ENGINEER

AutoCAD SHX Text CHRISTOPHER B. FARRISH, PE WEST VIRGINIA PROFESSIONAL ENGINEER REGISTRATION NUMBER 17052

AutoCAD SHX Text

DATE

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 SOUTH ZONE OF THE WEST VIRGINIA STATE

PLANE SYSTEM. THE HORIZONTAL DATUM IS BASED ON THE NORTH\ AMERICAN DATUM OF 1927

(NAD 27). 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.

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.

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.

GENERAL NOTES STRUCTURAL NOTES

CHANNEL LININGS

LINING FOR CHANNELS NOT SHOWN ON ALL CROSS SECTIONS. SEE PLAN VIEWS FOR

EXTENTS OF LININGS.

REVISIONS

DATE: ( ):BY: GENERAL AND STRUCTURAL NOTES

TOTAL

SHT. NO.

SCALE: NTS DATE: OCTOBER 2024

C.C. CONLEY & SONS, INC.

PERMIT S-3046-91

NICHOLAS COUNTY, WEST VIRGINIA

Division of Land Restoration

Office of Special Reclamation

West Virginia Department of Environmental ProtectionSTANDARD

DETAILS

OFFICE OF SPECIAL RECLAMATION

601 57th STREET SE

CHARLESTON WEST VIRGINIA 25304

OFFICE: 1-304-926-0499

FAX: 1-304-926-0458

TECHNICAL SPECIFICATION(S) SUMMARY OF QUANTITIES QUANTITY UNITS

1-1 MOBILIZATION & DEMOBILIZATION (SHALL NOT EXCEED 5% OF TOTAL) 1 LS

2-1 ADMINISTRATION (SHALL NOT EXCEED 3% OF TOTAL) 1 LS

3-1 CONSTRUCTION LAYOUT (SHALL NOT EXCEED 3% OF TOTAL) 1 LS

4-1 QUALITY CONTROL (SHALL NOT EXCEED 2% OF TOTAL) 1 LS

5-1 SITE PREPARATION (SHALL NOT EXCEED 4% OF TOTAL) 1 LS

6-2 SEDIMENT CONTROL SILT FENCE 5500 LF

5-5 UTILITIES (NON BID ITEM) N/A N/A

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.

6-1 TYPE I REVEGETATION 8.91 AC

SEDIMENT CONTROL HAY BALE DIKE 500 LF6-2

CHANNEL NO. 1 185 LF6-5, 7-1, 7-2

CHANNEL NO. 1A 162 LF6-5, 7-1, 7-2

INCIDENTAL STONE 1000 TN7-1, 7-2, 7-3

CHANNEL NO. 2 152 LF6-5, 7-1

CHANNEL NO. 3 128 LF6-5, 7-1

ROADSIDE CONVEYANCE DITCH 687 LF6-5, 7-1

SEDIMENT DITCHES AND BENCH POND REGRADE 1 LS6-5

SEDIMENT DITCHES WITH BREACHING ONLY 1 LS6-5

ROAD MAINTENANCE 1 LS5-2

SUMMARY OF QUANTITIES

TOTAL

SHT. NO.

SCALE: NTS DATE: OCTOBER 2024

Division of Land Restoration

Office of Special Reclamation

West Virginia Department of Environmental Protection601 57th STREET SE

CHARLESTON, WEST VIRGINIA 25304

OFFICE: 1-304-926-0499

OFFICE OF SPECIAL RECLAMATION

FAX: 1-304-926-0458

C.C. CONLEY& SONS, INC.

PERMIT S-3046-91

NICHOLAS COUNTY, WEST VIRGINIA

OVERVIEW

300 0 300 600

2060 20

2140 2140

1900 1900

CHANNEL NO. 1

CHANNEL NO. 1A

SEDIMENT DITCH NO. 1

SEDIMENT DITCH NO. 2

BENCH POND

CHANNEL NO. 2

ROADSIDE CONVEYANCE DITCH

SEDIMENT DITCH NO. 3

SEDIMENT DITCH NO. 4

CHANNEL NO. 3

LIMITS OF DISTURBANCE

S-3046-91 PERMIT BOUNDARY

U-3032-92 PERMIT BOUNDARY

SEDIMENT DITCH NO. 6

SEDIMENT DITCH NO. 5

SEDIMENT DITCH TO

BE BREACHED ONLY

SEDIMENT DITCH TO

BE BREACHED ONLY

SEDIMENT DITCH TO

BE BREACHED ONLY

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: AS SHOWN DATE: OCTOBER 2024

601 57th STREET SE

CHARLESTON, WV 25304

OFFICE: 1-304-926-0499

FAX: 1-304-926-0458

C.C. CONLEY& SONS, INC.

PERMIT S-3046-91

NICHOLAS COUNTY, WEST VIRGINIA

CBF

NLP

CBF

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

PLAN VIEW

50 0 50 100

REGRADE LIMITS

CHANNEL NO. 1

CHANNEL NO. 1A

S-3046-91 PERMIT BOUNDARY

0+00

0+20

0+40

0+60

0+80

1+00

1+20

1+40

1+60

1+80

2+00 2+07.12

POND NO. 1

POND NO. 1A0+00

0+40

0+60

0+80

1+00

1+20

1+40

1+60 1+67.74

0+20

LIMITS OF DISTURBANCE

PROFILE

20 0 20 40

CHANNEL NO. 1

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20

17401740

17601760

17801780

1720 1720

17401740

17601760

1720 1720

17401740

17601760

1720 1720

17401740

17601760

17801780

1720 1720

EXISTING GROUND PROPOSED CHANNEL NO. 1POND NO. 1

10.17%

7.51%

0 604020204060

17401740

17601760

1720 1720

STATION 0+00

20 0 20 40

CHANNEL NO. 1

EXISTING GROUND

PROPOSED CHANNEL NO. 1

BEGINNING OF

TOP OF ROCK

RIPRAP SURFACE

0 604020204060

STATION 0+40

20 0 20 40

CHANNEL NO. 1

EXISTING GROUND

PROPOSED CHANNEL NO. 1

TOP OF ROCK

RIPRAP SURFACE

2.00:1 2.00:1

EXISTING GROUND

PROPOSED CHANNEL NO. 1

TOP OF ROCK

RIPRAP SURFACE

PROPOSED CHANNEL NO. 1TOP OF ROCK

RIPRAP SURFACE

PROPOSED CHANNEL NO. 1

TOP OF ROCK

RIPRAP SURFACE

STATION 0+80

20 0 20 40

CHANNEL NO. 1

STATION 1+20

20 0 20 40

CHANNEL NO. 1

STATION 1+60

20 0 20 40

CHANNEL NO. 1

0 604020204060

1.00%1.00%

1.00% 1.00%

1.00%1.00%

NOTE:

THE BOTTOM ELEVATION OF POND NO. 1

HAS BEEN ESTIMATED BASED UPON FIELD INSPECTION.

CHANNEL NO. 1 DETAIL

NOT TO SCALE

DEPTH LINING

(FT)

TOP WIDTH

(FT)

D T

14.0

BOTTOM

WIDTH

(FT)

6.0 D50 = 24 INCHES

RIPRAP

LINER

THICKNESS

(INCHES)

36.02.0

DESIGN

NOTE:

CHANNEL LINING MAY CONSIST OF LIMESTONE OR NON-ACID PRODUCING,

NON-CALCAREOUS STONE.

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

CHANNEL NO. 1 AND 1A

PLAN VIEW, PROFILE AND SECTIONS

SHEET 1 OF 2

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: AS SHOWN DATE: OCTOBER 2024

601 57th STREET SE

CHARLESTON, WV 25304

OFFICE: 1-304-926-0499

FAX: 1-304-926-0458

C.C. CONLEY& SONS, INC.

PERMIT S-3046-91

NICHOLAS COUNTY, WEST VIRGINIA

CBF

NLP

CBF

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

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CHANNEL NO. 1A

EXISTING GROUND PROPOSED CHANNEL NO. 1APOND NO. 1A

NOTE:

THE BOTTOM ELEVATION OF POND NO. 1A

HAS BEEN ESTIMATED BASED UPON FIELD INSPECTION.

18.50%

3.73%

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BEGINNING OF

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RIPRAP SURFACE

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PROPOSED CHANNEL NO. 1ATOP OF ROCK

RIPRAP SURFACE

1.00%1.00%

CHANNEL NO. 1A DETAIL

NOT TO SCALE

DEPTH LINING

(FT)

TOP WIDTH

(FT)

D T

14.0

BOTTOM

WIDTH

(FT)

6.0 D50 = 24 INCHES

RIPRAP

LINER

THICKNESS

(INCHES)

36.02.0

DESIGN

NOTE:

CHANNEL LINING MAY CONSIST OF LIMESTONE OR NON-ACID PRODUCING,

NON-CALCAREOUS STONE.

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: AS SHOWN DATE: OCTOBER 2024

601 57th STREET SE

CHARLESTON, WV 25304

OFFICE: 1-304-926-0499

FAX: 1-304-926-0458

C.C. CONLEY& SONS, INC.

PERMIT S-3046-91

NICHOLAS COUNTY, WEST VIRGINIA

CBF

NLP

CBF

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

CHANNEL NO. 1 AND 1A

PLAN VIEW, PROFILE AND SECTIONS

SHEET 2 OF 2

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REGRADE LIMITS

BENCH POND

CHANNEL NO. 2

EXISTING CULVERT

S-3046-91 PERMIT BOUNDARY

ROADSIDE CONVEYANCE DITCH

SEE DETAIL ON SHEET 8

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SLOPE 1 TO 2%

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EXISTING GROUND

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

BENCH POND REGRADE

PLAN VIEW, PROFILE AND SECTIONS

SHEET 1 OF 2

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: AS SHOWN DATE: OCTOBER 2024

601 57th STREET SE

CHARLESTON, WV 25304

OFFICE: 1-304-926-0499

FAX: 1-304-926-0458

C.C. CONLEY& SONS, INC.

PERMIT S-3046-91

NICHOLAS COUNTY, WEST VIRGINIA

CBF

NLP

CBF

Division of Land Restoration Office of Special Reclamation

19201920

19401940

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PROFILE

10 0 10 20

CHANNEL NO. 2

1.24%1.12% 1.09%

TOP OF ROCK

RIPRAP SURFACE REGRADE LINE

CHANNEL NO. 2 DETAIL

NOT TO SCALE

DEPTH LINING

(FT)

TOP WIDTH

(FT)

D T

9.0

BOTTOM

WIDTH

(FT)

3.0 D50 = 12 INCHES

LIMESTONE RIPRAP

LINER

THICKNESS

(INCHES)

18.01.5

DESIGN

1.5'

1 1

TYPICAL

6 INCH LAYER OF

ROADSIDE CONVEYANCE DITCH

3 INCH LIMESTONE

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: AS SHOWN DATE: OCTOBER 2024

601 57th STREET SE

CHARLESTON, WV 25304

OFFICE: 1-304-926-0499

FAX: 1-304-926-0458

C.C. CONLEY& SONS, INC.

PERMIT S-3046-91

NICHOLAS COUNTY, WEST VIRGINIA

CBF

NLP

CBF

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

BENCH POND REGRADE

PLAN VIEW, PROFILE AND SECTIONS

SHEET 2 OF 2

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LIMITS OF DISTURBANCE

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STATION 8+00

20 0 20 40

SEDIMENT DITCH NO. 1

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13%

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REGRADE LINE

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

SEDIMENT DITCH NO. 1 REGRADE

PLAN VIEW AND SECTIONS

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: AS SHOWN DATE: OCTOBER 2024

601 57th STREET SE

CHARLESTON, WV 25304

OFFICE: 1-304-926-0499

FAX: 1-304-926-0458

C.C. CONLEY& SONS, INC.

PERMIT S-3046-91

NICHOLAS COUNTY, WEST VIRGINIA

CBF

NLP

CBF

Division of Land Restoration Office of Special Reclamation

Strip Mine

Strip

Mine

Strip Mine

NEFF FORK OF RADER FORK OF TWENTYMILE CREEK OF GAULEY RIVER

OFFICE OF SPECIAL RECLAMATION

DIVISION OF LAND RESTORATION

west virginia department of environmental protection

HANCOCK

BROOKE

OHIO

MARSHALL

PRESTON

MORGAN

MONONGALIA

WETZEL

MINERAL

BERKELEY

MARION

TYLER

HAMPSHIRE

JEFFERSONPLEASANTS

HARRISON

TAYLOR

DODDRIDGE

WOOD

RITCHIE

GRANT

BARBOUR TUCKER

HARDY

WIRT

LEWIS

RANDOLPH

UPSHUR

GILMER

JACKSON CALHOUN

MASON

PENDLETON

ROANE

BRAXTON

POCAHONTAS

WEBSTER

PUTNAM

CLAY

KANAWHA

CABELL

WAYNE

LINCOLN

GREENBRIER

FAYETTE

BOONE

LOGAN

RALEIGH

MINGO

SUMMERS

WYOMING

MONROE

MERCER

McDOWELL

NICHOLAS COUNTY, WEST VIRGINIA

C.C. CONLEY & SONS, INC.

PERMIT S-3046-91

POND REMOVAL AND RECLAMATION PROJECT

HAROLD D. WARD, CABINET SECRETARY

NICHOLAS

PROJECT

AREA

PROJECT

AREA

OCTOBER 2024

DESCRIPTION

TITLE SHEET

SHEET NO.

DRAWING INDEX

STATE OF

NOS I

RP O W

TSE

E NLA

REENI NGRV I

G I

17052

REG I STERED

I S

TOPHER B . FARR

I SH

SUMMARY OF QUANTITIES 3

OVERVIEW 4

CHANNEL NO. 1 AND 1A PLAN VIEW, PROFILE AND SECTIONS SHEET 1 OF 2 5

SEDIMENT DITCH NO. 1 REGRADE PLAN VIEW, PROFILE AND SECTIONS 9

GENERAL AND STRUCTURAL NOTES 2

CHANNEL NO. 1 AND 1A PLAN VIEW, PROFILE AND SECTIONS SHEET 2 OF 2 6

BENCH POND REGRADE PLAN VIEW, PROFILE AND SECTIONS 7

SHEET 1 OF 2

BENCH POND REGRADE PLAN VIEW, PROFILE AND SECTIONS

SHEET 2 OF 2

SEDIMENT DITCH NO. 2 REGRADE PLAN VIEW, PROFILE AND SECTIONS

SHEET 1 OF 3

SEDIMENT DITCH NO. 2 REGRADE PLAN VIEW, PROFILE AND SECTIONS

SHEET 2 OF 3

SEDIMENT DITCH NO. 2 REGRADE PLAN VIEW, PROFILE AND SECTIONS

SHEET 3 OF 3

SEDIMENT DITCH NO. 3 REGRADE PLAN VIEW, PROFILE AND SECTIONS 13

SEDIMENT DITCHES NO. 4, NO. 5 AND NO. 6 REGRADE PLAN VIEW, PROFILE

AND SECTIONS SHEET 1 OF 2

SEDIMENT AND EROSION CONTROL 16

PROJECT SIGN 17

PROJECT

AREA

SEDIMENT DITCHES NO. 4, NO. 5 AND NO. 6 REGRADE PLAN VIEW, PROFILE

AND SECTIONS SHEET 2 OF 2

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AutoCAD SHX Text Oil

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AutoCAD SHX Text Mine

AutoCAD SHX Text McCutchin

AutoCAD SHX Text Cem

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JEEP

AutoCAD SHX Text

JEEP

AutoCAD SHX Text Well

AutoCAD SHX Text Deal

AutoCAD SHX Text Twentymile

AutoCAD SHX Text Fork

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TRAIL

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JEEP

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JEEP

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LOCATION MAP

AutoCAD SHX Text

WEST VIRGINIA COUNTY HIGHWAY MAP

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text

GILBOA USGS 7.5' QUADRANGLE

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NICHOLAS COUNTY

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SCALE: 1"=1 MILE

AutoCAD SHX Text

SCALE: 1"=2000'

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ENGINEER

AutoCAD SHX Text CHRISTOPHER B. FARRISH, PE WEST VIRGINIA PROFESSIONAL ENGINEER REGISTRATION NUMBER 17052

DATE

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 SOUTH ZONE OF THE WEST VIRGINIA STATE

PLANE SYSTEM. THE HORIZONTAL DATUM IS BASED ON THE NORTH\ AMERICAN DATUM OF 1927

(NAD 27). 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.

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.

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.

GENERAL NOTES STRUCTURAL NOTES

CHANNEL LININGS

LINING FOR CHANNELS NOT SHOWN ON ALL CROSS SECTIONS. SEE PLAN VIEWS FOR

EXTENTS OF LININGS.

REVISIONS

DATE: ( ):BY: GENERAL AND STRUCTURAL NOTES

TOTAL

SHT. NO.

SCALE: NTS DATE: OCTOBER 2024

C.C. CONLEY & SONS, INC.

PERMIT S-3046-91

NICHOLAS COUNTY, WEST VIRGINIA

Division of Land Restoration

Office of Special Reclamation

West Virginia Department of Environmental ProtectionSTANDARD

DETAILS

OFFICE OF SPECIAL RECLAMATION

601 57th STREET SE

CHARLESTON WEST VIRGINIA 25304

OFFICE: 1-304-926-0499

FAX: 1-304-926-0458

TECHNICAL SPECIFICATION(S) SUMMARY OF QUANTITIES QUANTITY UNITS

1-1 MOBILIZATION & DEMOBILIZATION (SHALL NOT EXCEED 5% OF TOTAL) 1 LS

2-1 ADMINISTRATION (SHALL NOT EXCEED 3% OF TOTAL) 1 LS

3-1 CONSTRUCTION LAYOUT (SHALL NOT EXCEED 3% OF TOTAL) 1 LS

4-1 QUALITY CONTROL (SHALL NOT EXCEED 2% OF TOTAL) 1 LS

5-1 SITE PREPARATION (SHALL NOT EXCEED 4% OF TOTAL) 1 LS

6-2 SEDIMENT CONTROL SILT FENCE 5500 LF

5-5 UTILITIES (NON BID ITEM) N/A N/A

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.

6-1 TYPE I REVEGETATION 8.91 AC

SEDIMENT CONTROL HAY BALE DIKE 500 LF6-2

CHANNEL NO. 1 185 LF6-5, 7-1, 7-2

CHANNEL NO. 1A 162 LF6-5, 7-1, 7-2

INCIDENTAL STONE 1000 TN7-1, 7-2, 7-3

CHANNEL NO. 2 152 LF6-5, 7-1

CHANNEL NO. 3 128 LF6-5, 7-1

ROADSIDE CONVEYANCE DITCH 687 LF6-5, 7-1

SEDIMENT DITCHES AND BENCH POND REGRADE 1 LS6-5

SEDIMENT DITCHES WITH BREACHING ONLY 1 LS6-5

ROAD MAINTENANCE 1 LS5-2

SUMMARY OF QUANTITIES

TOTAL

SHT. NO.

SCALE: NTS DATE: OCTOBER 2024

Division of Land Restoration

Office of Special Reclamation

West Virginia Department of Environmental Protection601 57th STREET SE

CHARLESTON, WEST VIRGINIA 25304

OFFICE: 1-304-926-0499

OFFICE OF SPECIAL RECLAMATION

FAX: 1-304-926-0458

C.C. CONLEY& SONS, INC.

PERMIT S-3046-91

NICHOLAS COUNTY, WEST VIRGINIA

OVERVIEW

300 0 300 600

2060 20

2140 2140

1900 1900

CHANNEL NO. 1

CHANNEL NO. 1A

SEDIMENT DITCH NO. 1

SEDIMENT DITCH NO. 2

BENCH POND

CHANNEL NO. 2

ROADSIDE CONVEYANCE DITCH

SEDIMENT DITCH NO. 3

SEDIMENT DITCH NO. 4

CHANNEL NO. 3

LIMITS OF DISTURBANCE

S-3046-91 PERMIT BOUNDARY

U-3032-92 PERMIT BOUNDARY

SEDIMENT DITCH NO. 6

SEDIMENT DITCH NO. 5

SEDIMENT DITCH TO

BE BREACHED ONLY

SEDIMENT DITCH TO

BE BREACHED ONLY

SEDIMENT DITCH TO

BE BREACHED ONLY

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: AS SHOWN DATE: OCTOBER 2024

601 57th STREET SE

CHARLESTON, WV 25304

OFFICE: 1-304-926-0499

FAX: 1-304-926-0458

C.C. CONLEY& SONS, INC.

PERMIT S-3046-91

NICHOLAS COUNTY, WEST VIRGINIA

CBF

NLP

CBF

Division of Land Restoration Office of Special Reclamation

REGRADE LIMITS

CHANNEL NO. 1

CHANNEL NO. 1A

S-3046-91 PERMIT BOUNDARY

0+00

0+20

0+40

0+60

0+80

1+00

1+20

1+40

1+60

1+80

2+00 2+07.12

POND NO. 1

POND NO. 1A0+00

0+40

0+60

0+80

1+00

1+20

1+40

1+60 1+67.74

0+20

LIMITS OF DISTURBANCE

PROFILE

20 0 20 40

CHANNEL NO. 1

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20

17401740

17601760

17801780

1720 1720

17401740

17601760

1720 1720

17401740

17601760

1720 1720

17401740

17601760

17801780

1720 1720

EXISTING GROUND PROPOSED CHANNEL NO. 1POND NO. 1

10.17%

7.51%

0 604020204060

17401740

17601760

1720 1720

STATION 0+00

20 0 20 40

CHANNEL NO. 1

EXISTING GROUND

PROPOSED CHANNEL NO. 1

BEGINNING OF

TOP OF ROCK

RIPRAP SURFACE

0 604020204060

STATION 0+40

20 0 20 40

CHANNEL NO. 1

EXISTING GROUND

PROPOSED CHANNEL NO. 1

TOP OF ROCK

RIPRAP SURFACE

2.00:1 2.00:1

EXISTING GROUND

PROPOSED CHANNEL NO. 1

TOP OF ROCK

RIPRAP SURFACE

PROPOSED CHANNEL NO. 1TOP OF ROCK

RIPRAP SURFACE

PROPOSED CHANNEL NO. 1

TOP OF ROCK

RIPRAP SURFACE

STATION 0+80

20 0 20 40

CHANNEL NO. 1

STATION 1+20

20 0 20 40

CHANNEL NO. 1

STATION 1+60

20 0 20 40

CHANNEL NO. 1

0 604020204060

1.00%1.00%

1.00% 1.00%

1.00%1.00%

NOTE:

THE BOTTOM ELEVATION OF POND NO. 1

HAS BEEN ESTIMATED BASED UPON FIELD INSPECTION.

CHANNEL NO. 1 DETAIL

NOT TO SCALE

DEPTH LINING

(FT)

TOP WIDTH

(FT)

D T

14.0

BOTTOM

WIDTH

(FT)

6.0 D50 = 24 INCHES

RIPRAP

LINER

THICKNESS

(INCHES)

36.02.0

DESIGN

NOTE:

CHANNEL LINING MAY CONSIST OF LIMESTONE OR NON-ACID PRODUCING,

NON-CALCAREOUS STONE.

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

CHANNEL NO. 1 AND 1A

PLAN VIEW, PROFILE AND SECTIONS

SHEET 1 OF 2

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: AS SHOWN DATE: OCTOBER 2024

601 57th STREET SE

CHARLESTON, WV 25304

OFFICE: 1-304-926-0499

FAX: 1-304-926-0458

C.C. CONLEY& SONS, INC.

PERMIT S-3046-91

NICHOLAS COUNTY, WEST VIRGINIA

CBF

NLP

CBF

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

AutoCAD SHX Text B

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text T

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80

17601760

17801780

18001800

1740 1740

17601760

17801780

18001800

1740 1740

17601760

17801780

18001800

1740 1740

17601760

17801780

18001800

1740 1740

PROFILE

20 0 20 40

CHANNEL NO. 1A

EXISTING GROUND PROPOSED CHANNEL NO. 1APOND NO. 1A

NOTE:

THE BOTTOM ELEVATION OF POND NO. 1A

HAS BEEN ESTIMATED BASED UPON FIELD INSPECTION.

18.50%

3.73%

STATION 0+00

20 0 20 40

CHANNEL NO. 1A

0 604020204060

PROPOSED CHANNEL NO. 1A

BEGINNING OF

TOP OF ROCK

RIPRAP SURFACE

EXISTING GROUND

STATION 0+40

20 0 20 40

CHANNEL NO. 1A

0 604020204060

PROPOSED CHANNEL NO. 1ATOP OF ROCK

RIPRAP SURFACE

2.00:1 2.00:1

EXISTING GROUND

STATION 0+80

20 0 20 40

CHANNEL NO. 1A

0 604020204060

STATION 1+20

20 0 20 40

CHANNEL NO. 1A

0 604020204060

EXISTING GROUND PROPOSED CHANNEL NO. 1ATOP OF ROCK

RIPRAP SURFACE

1.00%1.00%

EXISTING GROUND

PROPOSED CHANNEL NO. 1ATOP OF ROCK

RIPRAP SURFACE

1.00%1.00%

CHANNEL NO. 1A DETAIL

NOT TO SCALE

DEPTH LINING

(FT)

TOP WIDTH

(FT)

D T

14.0

BOTTOM

WIDTH

(FT)

6.0 D50 = 24 INCHES

RIPRAP

LINER

THICKNESS

(INCHES)

36.02.0

DESIGN

NOTE:

CHANNEL LINING MAY CONSIST OF LIMESTONE OR NON-ACID PRODUCING,

NON-CALCAREOUS STONE.

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: AS SHOWN DATE: OCTOBER 2024

601 57th STREET SE

CHARLESTON, WV 25304

OFFICE: 1-304-926-0499

FAX: 1-304-926-0458

C.C. CONLEY& SONS, INC.

PERMIT S-3046-91

NICHOLAS COUNTY, WEST VIRGINIA

CBF

NLP

CBF

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

CHANNEL NO. 1 AND 1A

PLAN VIEW, PROFILE AND SECTIONS

SHEET 2 OF 2

AutoCAD SHX Text B

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text T

PLAN VIEW

0+00

0+25

0+50

0+75

1+00

1+25

1+50

1+75

2+00

2+25

2+50

2+75

3+00

3+25

3+50

3+75

4+00

4+25

4+50 4+75 5+00 5+25

5+39.47

REGRADE LIMITS

BENCH POND

CHANNEL NO. 2

EXISTING CULVERT

S-3046-91 PERMIT BOUNDARY

ROADSIDE CONVEYANCE DITCH

SEE DETAIL ON SHEET 8

LIMITS OF DISTURBANCE

0 1008060402020406080100

19201920

19401940

19601960

1900 1900

19001900

19201920

19401940

19601960

1880 1880

19001900

19201920

19401940

19601960

1880 1880

19001900

19201920

19401940

19601960

1880 1880

19001900

19201920

19401940

1880 1880

19001900

19201920

19401940

1880 1880

STATION 0+00

20 0 20 40

BENCH POND REGRADE

EXISTING GROUND

REGRADE LINE

SLOPE 1 TO 2%

STATION 0+50

20 0 20 40

BENCH POND REGRADE

0 1008060402020406080100

STATION 1+00

20 0 20 40

BENCH POND REGRADE

0 1008060402020406080100

REGRADE LINE

SLOPE 1 TO 2%

REGRADE LINE

SLOPE 1 TO 2%

EXISTING GROUND

STATION 1+50

20 0 20 40

BENCH POND REGRADE

0 1008060402020406080100

STATION 2+00

20 0 20 40

BENCH POND REGRADE

STATION 2+50

20 0 20 40

BENCH POND REGRADE

REGRADE LINE

SLOPE 1 TO 2%

EXISTING GROUND

REGRADE LINE

SLOPE 1 TO 2%

EXISTING GROUND

REGRADE LINE

SLOPE 1 TO 2%

EXISTING GROUND

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

BENCH POND REGRADE

PLAN VIEW, PROFILE AND SECTIONS

SHEET 1 OF 2

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: AS SHOWN DATE: OCTOBER 2024

601 57th STREET SE

CHARLESTON, WV 25304

OFFICE: 1-304-926-0499

FAX: 1-304-926-0458

C.C. CONLEY& SONS, INC.

PERMIT S-3046-91

NICHOLAS COUNTY, WEST VIRGINIA

CBF

NLP

CBF

Division of Land Restoration Office of Special Reclamation

19201920

19401940

1900 1900

19201920

19401940

1900 1900

19001900

19201920

19401940

19601960

1880 1880

19001900

19201920

19401940

19601960

1880 1880

19201920

19401940

19601960

1900 1900

STATION 3+00

20 0 20 40

BENCH POND REGRADE

0 1008060402020406080100

STATION 3+50

20 0 20 40

BENCH POND REGRADE

0 1008060402020406080100

STATION 4+00

20 0 20 40

BENCH POND REGRADE

0 1008060402020406080100

STATION 4+50

20 0 20 40

BENCH POND REGRADE

0 1008060402020406080100

STATION 5+00

20 0 20 40

BENCH POND REGRADE

0 1008060402020406080100

REGRADE LINE

SLOPE 1 TO 2%

EXISTING GROUND

REGRADE LINE

SLOPE 1 TO 2%

EXISTING GROUND

REGRADE LINE

SLOPE 1 TO 2%

EXISTING GROUND

REGRADE LINE

SLOPE 1 TO 2%

EXISTING GROUND

REGRADE LINE

SLOPE 1 TO 2%

EXISTING GROUND

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30

1+40 1+50 1+60

PROFILE

10 0 10 20

CHANNEL NO. 2

1.24%1.12% 1.09%

TOP OF ROCK

RIPRAP SURFACE REGRADE LINE

CHANNEL NO. 2 DETAIL

NOT TO SCALE

DEPTH LINING

(FT)

TOP WIDTH

(FT)

D T

9.0

BOTTOM

WIDTH

(FT)

3.0 D50 = 12 INCHES

LIMESTONE RIPRAP

LINER

THICKNESS

(INCHES)

18.01.5

DESIGN

1.5'

1 1

TYPICAL

6 INCH LAYER OF

ROADSIDE CONVEYANCE DITCH

3 INCH LIMESTONE

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: AS SHOWN DATE: OCTOBER 2024

601 57th STREET SE

CHARLESTON, WV 25304

OFFICE: 1-304-926-0499

FAX: 1-304-926-0458

C.C. CONLEY& SONS, INC.

PERMIT S-3046-91

NICHOLAS COUNTY, WEST VIRGINIA

CBF

NLP

CBF

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

BENCH POND REGRADE

PLAN VIEW, PROFILE AND SECTIONS

SHEET 2 OF 2

AutoCAD SHX Text B

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text T

5+ 005+

506+ 006+

REGRADE LIMITS

SEDIMENT DITCH NO. 1

SEDIMENT DITCH NO. 2

S-3046-91 PERMIT BOUNDARY

LIMITS OF DISTURBANCE

1908 1908

1910 1912

19401940

19601960

19801980

1920 1920

19401940

19601960

19801980

1920 1920

19201920

19401940

19601960

1900 1900

19201920

19401940

19601960

1900 1900

STATION 0+00

20 0 20 40

SEDIMENT DITCH NO. 1

0 604020204060

EXISTING GROUND

STATION 1+00

20 0 20 40

SEDIMENT DITCH NO. 1

0 604020204060

EXISTING GROUND

SLOPE 1 TO 2%

REGRADE LINE

STATION 2+00

20 0 20 40

SEDIMENT DITCH NO. 1

0 604020204060

STATION 3+00

20 0 20 40

SEDIMENT DITCH NO. 1

0 604020204060

SLOPE 1 TO 2%

REGRADE LINE

SLOPE 1 TO 2%

REGRADE LINE

EXISTING GROUND

19201920

19401940

1900 1900

19001900

19201920

19401940

1880 1880

19001900

19201920

19401940

1880 1880

18801880

19001900

19201920

19401940

1860 1860

19001900

19201920

19401940

1880 1880

STATION 4+00

20 0 20 40

SEDIMENT DITCH NO. 1

0 604020204060

STATION 5+00

20 0 20 40

SEDIMENT DITCH NO. 1

0 604020204060

STATION 6+00

20 0 20 40

SEDIMENT DITCH NO. 1

0 604020204060

STATION 7+00

20 0 20 40

SEDIMENT DITCH NO. 1

0 604020204060

SLOPE 1 TO 2%

REGRADE LINE

SLOPE 1 TO 2%

REGRADE LINE

SLOPE 1 TO 2%

REGRADE LINE

SLOPE 1 TO 2%

REGRADE LINE

EXISTING GROUND

STATION 8+00

20 0 20 40

SEDIMENT DITCH NO. 1

0 604020204060

13%

EXISTING GROUND

REGRADE LINE

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

SEDIMENT DITCH NO. 1 REGRADE

PLAN VIEW AND SECTIONS

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: AS SHOWN DATE: OCTOBER 2024

601 57th STREET SE

CHARLESTON, WV 25304

OFFICE: 1-304-926-0499

FAX: 1-304-926-0458

C.C. CONLEY& SONS, INC.

PERMIT S-3046-91

NICHOLAS COUNTY, WEST VIRGINIA

CBF

NLP

CBF

Division of Land Restoration Office of Special Reclamation

"Sediment Ditches With Breaching Only", per lump sum.

5-2 (1)

5-2 ROAD MAINTENANCE

1.0 GENERAL

1.1 SCOPE OF WORK

A. Scope: Provide design and engineering, labor, material, equipment, related services, and supervision required, including, but not limited to, maintaining all access road to and from the project during the contract period, as required for the complete performance of the work, and as shown on the Project Plans and as herein specified.

B. Section Includes: The work specified in this Section includes, but will not be limited to, the following:

1. Maintenance includes grading, reshaping and replacement of aggregate (incidental stone, separate…

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