ARFQ DEP25-043-AML - Weston (Curtis) Landslide-GWPP.pdf

GROUNDWATER PROTECTION PLAN

for the

WESTON (CURTIS) LANDSLIDE PROJECT

Lewis County, West Virginia

Prepared for:

West Virginia Dept. of Environmental Protection Office of Abandoned Mine Lands & Reclamation

1000 Technology Drive, Suite 3220 Fairmont, WV 26554

Prepared by:

1095 Chaplin Road, Suite 200 Morgantown, WV 26501

September 2024

WESTON (CURTIS) LANDSLIDE GPP Page 3

INVENTORY WORK SHEET FOR POTENTIAL CONTAMINANTS

(47 CSR 58.4.11.1)

Complete the following table providing the storage location, quantity and potential to contaminate soil or ground water. If the potential contaminate listed is not kept on site, then enter "NA" in all three columns. If this site maintains additional items with the potential to contaminate ground water. List the additional items in the spaces provided at the end of this list. The storage location should be indicated on a site map.

Potential Contaminant Storage Locations

Quantity in Gallons

Potential to Contaminate Soil or Ground Water

Fertilizers/ Including Ammonium Nitrate Onsite TBD Yes

Batteries/ Battery Acid N/A N/A N/A Fuels (tanks) Onsite 1000 GAL Yes

Lubricants (Oil/Grease) (tanks and drums) Onsite 20 Grease

55 H-Oil Yes

Parts Cleaners N/A N/A N/A

PROCEDURES DESIGNED TO PROTECT GROUND WATER AT

CONSTRUCTION SITES (47 CSR 58.4.11.2)

Complete the following table providing the practices and procedures which will be in place at the construction site to prevent contamination of ground water by the potential contaminates. Equipment cleaning, maintenance activities, pipelines, and sumps and tanks which contain potential contaminants must be addressed. Examples of Groundwater Protection Practices can be found in 47 CSR 58.4. et seq.

Potential Contaminant Procedures to Prevent Contamination of Ground Water

Fertilizers/ Including Ammonium Nitrate

Materials to be stored as directed by WVDEP-DLR-AML’s Environmental Health and Safety Specialist.

Batteries/ Battery Acid N/A

Fuels (tanks) Machinary and bulk storage onsite.

Material to be stored in double walled container.

Lubricants (Oil/Grease) (tanks and drums)

Machinery and bulk storage onsite. Material to be stored in approporiate containers and stores as directed by WVDEP-DLR-AML’s Environmental Health and Safety Specialist.

Parts Cleaners N/A Storage area for raw materials, product, or wastes Raw materials and product shall be restored and placed according to the direction provided by WVDEP-DLR-AML’s Environmental Health and Safety Specialist. Wastes shall be disposed of in accordance with the WVDEP regulations

WESTON (CURTIS) LANDSLIDE GPP Page 4

47 CSR 58.4.11.4.

A summary of all activities carried out under other regulatory programs that have relevance to ground water protection. Indicate below all permits, required plans and regulatory agencies who have any control over the facility and how the facility could impact ground water. Examples WV/National Pollutant Discharge Elimination System, WV/DEP/OWM Solid Waste Facility Permit, WV/DEP/OWM Hazardous Waste Facility Permit, WV/DEP/OWM Underground Storage Tank Program, Resource Conservation Recovery Act (RCRA), Comprehensive Environmental Response, Compensation & Liability Act (CERCLA), Toxic Substances Control Act, Underground Injection Control Permit, and WV Department of Health (septic tanks and sewage systems)

Permit Number

Permit

TBD

West Virginia General Water Pollution Control Permit for Stormwater Associated with Abandoned Mine Lands and Reclamations.

TBD NWP-Nationwide Permit N/A WVDNR OLS Permit N/A WV/NPDES Hydrostatic Test Water (New Pipeline) General

Permit

47 CSR 58.4.11.5.

A discussion of all available information reasonably available to the facility/activity regarding existing ground water quality at, or which may be affected by the site.

Complete the following table as much as possible and attach a brief description of readily available information such as soil type, type of underlying geologic formations, the results of any percolation tests conducted by the county health department for septic tanks, and the results of any sampling activity at the facility from drinking water wells, springs, or seeps. The location of the sampling points should be identified on the site sketch. Sampling is not a requirement of a GPP.

However, if the information is available, it should be included. Prior spills, remediation efforts, and known contamination, both on site and at adjacent or nearby sites, should be included.

WESTON (CURTIS) LANDSLIDE GPP Page 5

Closest surface water body: Unt to Little Skin Creek Distance to closest surface water body: 0 FT Depth to ground water (if known) Assumed Shallow at Stream Know ground water monitoring wells within 2000 feet:

None Known

Known public or private drinking water wells within 2000 feet:

None Known

Closest Well Head Protection Area: Broken Wheel Campground (WHPA) Closest Source Water Protection Area: WVAW-Weston (Within ZCC)

47 CSR 58.4.11.6.

No wastes will be used for deicing, ice control, structural fills, road base or other uses unless provided for in existing regulations.

47 CSR 58.4.11.7.

All employees will be trained on their responsibility to ensure groundwater protection. Current job procedures provide direction on how to prevent ground water contamination through proper work practices.

47 CSR 58.4.11.8.

Every three months during the life of the construction activity the site will be inspected to ensure that all elements and equipment of the sites ground water protection program are in place, properly functioning, and appropriately managed.

West Virginia Department of Environmental Protection

BMP Inspection & Maintenance Guidance

West Virginia’s Construction Storm water General Permit requires that all erosion and sediment control Best Management Practice’s [BMP’s] be inspected on a routine basis. These inspections must be maintained on the construction site at all times.

WV DEP has developed this document to provide guidance on conducting and documenting BMP inspections at your construction site.

The West Virginia Construction Storm Water General Permit sets forth General Management Controls that the SWPPP must contain.

Additional requirements for Construction Activities in the SWPPP.

The following are guidelines to assist you in inspection protocol for your BMP’s.

1. Describe the specific BMP you are inspecting. (You are required to inspect all erosion and sediment control structures as well as storm water management structures).

2. Record the date, time and weather conditions on your inspection report.

3. Make sure the inspector’s name is on the report; they should also sign the inspection report.

4. Describe actions that are taken to resolve/repair problems with the BMP’s

The next page is a sample inspection report. You may use this report or develop your own, however the inspection report should contain all the information that is outlined on the next page. These reports must be maintained on the construction site for the duration of the project.

G.4.e.2.(E) Inspection of all erosion and sediment controls will occur at least once every 4 calendar days and within 24 hours after any precipitation event greater that 0.25 inches per 24 hour period, unless such inspections are not practicable within 24 hours, in which case that fact shall be noted in the inspection report:

Repairs or maintenance to BMPs shall be performed immediately following the .25-inch rain event in a 24-hour period, and repairs shall be re-inspected no later than the next inspection date. If repairs cannot be completed within that 4-day period, that fact shall be explained on the inspection report and such explanation shall include an anticipated completion date.

G.4.d.1.A Preventative Maintenance – A preventative maintenance program shall involve inspection and maintenance of sediment and erosion control devices and storm water management structures to uncover conditions that could cause breakdowns or failures resulting in discharges of pollutants to surface waters.

BMP Inspection Report

Date: Time:

Weather conditions during inspection:

Name of project:

Name of person conducting inspection:

Signature:

FOR EACH BMP – FILL OUT THE FOLLOWING

For more information on specific construction site Best Management Practices (BMP’s) please consult West Virginia’s BMP manual. The BMP manual will provide design criteria and detailed information about maintenance of BMP’s. Available Fall 2006.

For more information about West Virginia’s BMP manual please visit our website:

http://www.wvdep.org/dwwm/stormwater/index.htm

BMP you are inspecting:

Condition of the BMP:

Does this BMP need to be repaired or have other maintenance performed?

What maintenance or repairs are being performed?

When will repair or maintenance of this BMP be complete?

Other Comments:

http://www.wvdep.org/dwwm/stormwater/index.htm

Addendum to BMP Inspection Report, Use as many of these BMP inspection boxes as necessary.

DATE:

Please print legible – Yellow Fields Required Page of

Column Number

(from chart)

Time per Instructor (hrs:min)

Date

Daily Start Time

Daily Finish Time

Daily Total Hours

Total hours for multi-day classes

Column Number Date Submitted

Instr. A (from below)

Instr. B (from below)

Instr. C (from below)

Instr D (from below)

1 2 3 4 5 6 7

C o u rs e

N am e u rs e

N u rs e

N u rs e

N u rs e

N u rs e

N u rs e

N

Send e-mail confirmation receipt to: Training Location/ Room

Instr Instructor ID # Instructor Last Name Instructor First Name Instructor Phone #

A Days Learner Attended

Class (optional)

B

C

D

Learner ID # Learner Last Name Learner First Name M.I. Initials S, U, I, T S, U, I, T S, U, I, T S, U, I, T S, U, I, T S, U, I, T S, U, I, T

1 M T W T F

2 M T W T F

3 M T W T F

4 M T W T F

5 M T W T F

6 M T W T F

7 M T W T F

8 M T W T F

9 M T W T F

10 M T W T F

11 M T W T F

12 M T W T F

Comments:

X

X

X

FH

GLM

G

G

G

W

W

W

WV

WV

GAS

GAS

GAS

GAS

GAS

PP

PP

PP

PP

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

PP

PP

PP

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

G GGG

W

SA

N

SA

N

SAN

SAN

PHILIP J BARTLING &

CLARA MARIE SPATAFORE

TM 8J PCL. 46

DB 572 PG. 525

3.26 AC

MATTHEW R AMANDA L BENNETT

TM 8K PLC 32.4

DB 662 PG. 634

2 AC

SCOTT A & CYNTHIA A GODWIN

TM 8J PCL. 44

DB 666 PG. 88

1.04 AC

SCOTT A & CYNTHIA A GODWIN

TM 8J PCL. 45

DB 666 PG. 88

1.21 AC

RICKY LEE & JOYCE LEE STOUT

TM 8J PCL.42

DB 484 PG. 270

1.09 AC

MICHAEL J & MARY C GASPER

TM 8K PCL. 32.2

DB 603 PG. 771

2.65 AC

KATELYN & LOGAN THOMAS

TM 8K PCL. 32.5

DB 761 PG. 808

1 AC

KELLY J BARBINA

TM 8J PCL. 52

DB 723 PG. 494

1.3 AC

MARK L MELCHER SR

TM 8K PCL. 32.3

DB 767 PG. 215

2.35 AC

AMELIE MARIE GISELE CORMIER

TM 8J PCL. 41

DB 805 PG. 50

3.39 AC

ROGER L & ETHEL M CURTIS

TM 8K PCL. 32

DB 458 PG. 583

69.88 AC

UNITED STATES OF AMERICA

TM 8K PCL. 29

DB 348 PG. 532

32 AC

JANE BRADY

TM 8J PCL. 43

DB 530 PG. 750

2 AC

SCOTT A & CYNTHIA A

GODWIN

TM 8J PCL. 45

DB 666 PG. 88

1.21 AC

PROJECT SIGN

WITH RAIN GAUGE

CC

C

C

C

C

CCC

C

C C

C

C

C

C C C

C

C C

C C

C

C C

F F F

F

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C C

C C

C

C

C

C

C

C

CF F

F

(GRAVEL)

RESIDENTIALSTRUCTURE

RE

SI

DE

NT

IA

L

ST

RU

CT

UR

E

RESIDENTIAL

STRUCTURE

RESIDENTIAL

STRUCTURE

BLDG.

STRUCT.

RESIDENTIAL

STRUCTURE

LITTLE SKIN CREEK RD. COUNTY ROUTE 36 VARYING RIGHT-OF-WAY (ASPHALT)

CURTIS LANE

(GRAVEL)

RESIDENTIAL

STRUCTURE

CU

RT

IS

LA

NE

(AS

PH

AL

T)

RESIDENTIAL

STRUCTURE

RESIDENTIAL

STRUCT.

BLDG.

STRUCT.

(GRAVEL DRIVEWAY)

BLDG.

STRUCT.

NOTES:

1. SEE SHEET 2 FOR LEGEND AND GENERAL NOTES.

2. TOPOGRAPHIC INFORMATION PROVIDED BY MEAD & HUNT AND

DRAWN BY:

APPROVED BY:

DESIGNED BY:

CHECKED BY:

PWH

D&H

HLP

JHL

REVISIONS

DATE: ( ):BY:

DATE: SEPTEMBER, 2024

SHT. NO.

REV.

OF 1

Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation

West Virginia Department of Environmental Protection

SURVEY CONTROL

No. Northing Easting Elev. Description

10 717823.36 2137601.38 1099.91 CAPPED REBAR SET

116 718460.21 2136719.30 1273.78 CAPPED REBAR SET

120 718145.87 2136317.46 1193.57 CAPPED REBAR SET

600 718424.36 2136691.13 1267.96 IRON PIN AND CAP

WESTON (CURTIS) LANDSLIDE

LEWIS COUNTY, WEST VIRGINIA

DIEFFENBAUCH & HRITZ, LLC

1095 Chaplin Road, Suite 200

Morgantown, WV 26501 www.dandhengineers.com

P: 304.985.5555 F:304.985.5557

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10/2024 RME ENS

1GPP OVERALL EROSION AND SEDIMENT

CONTROL PLAN PHASE II

0 50' 100'

STAGING AREA /

TEMPORARY STOCKPILE

IMPROVED GRAVEL ACCESS

AND LAYDOWN AREA

DELINEATED

WETLAND

UNT TO LITTLE SKIN CREEK

(INTERMITTENT STREAM)

DELINEATED

WETLAND

W

V DOH VARIABLE RIGHT-OF-W

AY

UNT TO LITTLE SKIN CREEK

(EPHEMERAL STREAM)

UNT TO LITTLE SKIN CREEK

(EPHEMERAL STREAM)

STAGING AREA AND

FUEL STORAGE

CONCRETE

WASHOUT AREA

WOVEN BELTED SILT FENCE

(TYP.)

ROCK CHECK DAM

(TYP.)