Covington Quarry Site Plan Review | SPR – 18-252 November 7th, 2018

1

Benton County Planning Board Ron Homeyer, Chair Bob Bracy, Vice Chair Ashley Tucker, Member Stephen Torrez, Member Rick Williams, Member Terry Maienschein, Member Sean Collyge, Member

Benton County Planning Department 1204 SW 14th Street, Ste. 6

Bentonville, AR 72712 Phone: (479) 464-6166

Fax: (479) 464-6170 E-mail: taylor.reamer@bentoncountyar.gov

SITE PLAN REVIEW

PLANNER’S PUBLIC HEARING REPORT Covington Quarry Site Plan Review

1425 + 1427 N Old Wire Road, Lowell AR 72745

EXECUTIVE SUMMARY Per the applicant’s cover letter, The Cross Hollows mine is owned by David Covington Trust and is currently operating as a red dirt mine by its owner under Overland Development, Inc. Limestone is prevalent on the site and has historically been utilized for materials acquisition since 1904 when Lime Stone was harvested for powdered lime by the Rogers White Lime Company. An agreement has been reached with Anchor Stone Company, a Tulsa Oklahoma corporation, to quarry the stone. A Lease agreement is in place and all of the required ADEQ permits have been obtained and provided. The plan shows 135 acres of total land area with certain parts of the property laid out in sections of 10-acre parcels. Each 10-acre parcel represents a 5-year operating period, and intended to be the cycle of quarry operations for the future of that area. The 5 parcels cover 50 acres of the 135-acre site area. The first stage of quarry operation would be in the same location as the current red dirt mining activity. The plan documents show the general area of the rock crusher and initial stockpile area for rock and overburden. The site will operate much as it has since first permitted by Overland Development in 2006 with material being excavated, loaded and hauled out to provide suitable soils for subgrade under city streets, highways, building, and parking lot pads. The Quarry will add gravel base material and other Limestone rock products necessary to serve Northwest Arkansas’ growing needs. Adding the Quarry operation will change the site activity by adding a Rock Crusher and necessary blasting. Blasting is expected to happen once per month, with blasting activity being permitted as required by Arkansas Law and always performed by a permitted specialist brought in for that purpose. No dynamite or blasting components will be stored on site, but supplied by the blasting company on an individual basis. Site activity is to take place during normal operating hours between 7am and 6pm during summer months and daylight until dusk in winter months. No night time or Sunday activity will occur and Saturday operation is not desired but may occur based on demand.

Covington Quarry Site Plan Review | SPR – 18-252 November 7th, 2018

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PROJECT INFORMATION Owner: David Covington

Engineer: Sand Creek Engineering – Ken Booth

Address of subject property (as assigned): 1425 N Old Wire Road, Lowell AR 72745

Parcel IDs: 18-04070-001

Parcel Area: 135.0 +/- acres (50 +/- acres of mining operation in 5 10-acre stages within first 25 years)

Current Land Use(s): Consent Decree of Open Cut Mining for red dirt by Overland Development (30.0 acres total)

Proposed Land Use(s): Heavy Industrial Use (11) – Limestone Quarry

Attachments: The following drawings and documents are attached:

1. Vicinity Graphic 2. Context Map 3. Site Aerial 4. Civil Set from Applicant 5. State Permits

PLANNING ANALYSIS Description of Property and Surrounding Area: The subject property consists of a one hundred thirty-five (135) acre parcel located on the south side of Cross Hollow Road at the Cross Hollow / N Old Wire Road intersection. Primary vehicular access is proposed via an existing gravel drive extending east from N Old Wire Road. The property is partially located within the FEMA 100-yr. floodplain and not within the County designated Urbanized MS4 area. The immediately surrounding land uses are as follows:

- North: Vacant Timber / Agricultural - East: Agricultural / Single Family Residential - South: Single Family Residential - West: Single Family Residential

Background information: On October 3rd, 2018, the applicant submitted a Site Plan Review application and accompanying information meeting Staff’s requirements. On October 9th, 2018, an inter-departmental review form was sent to the following agencies: Planning Division, Health Dept., Road Dept., Building Dept., Fire Marshal, City of Lowell, Assessor’s GIS Mapping Manager, and Benton County E-911 Administration.

Covington Quarry Site Plan Review | SPR – 18-252 November 7th, 2018

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TECHNICAL REVIEW OF SITE PLAN Parcel Information: Site inspection and research against State assessment records show the property as having zero assessed improvements. Parcel History – County Planning:

• August 2006 | Benton County Planning Board denied the Red Dirt mine proposal by Overland Development. • October 2006 | Benton County Justice of the Peace’s Appeal Panel upheld the Planning Board denial. • November 2006 | Overland Development filed a Complaint against Benton County, Arkansas requesting an

Appeal pursuant of Ark. Code Ann. 14-17-211. • December 2006 | Benton County, Arkansas files a response to the November 2006 Complaint. • June 2008 | Consent Decree is agreed upon by both parties and filed for record.

Noticing Requirements: On October 24th, 2018, the applicant submitted USPS certified mail receipts showing that written notice was sent to surrounding property owners regarding the November 7th Public Hearing. On October 24th, 2018, the applicant submitted the required photographs verifying that the required public hearing notice signage along the property’s frontage has been conspicuously posted on site. Standard Building Setbacks: Required: Fifty (50) feet measured from the center line of the fronting road (Cross Hollow and Old Wire Rd) or twenty-five (25) feet from the fronting property lines, whichever is greater is required; A side and rear yard, building to property line setback of ten (10) feet is required. Comments: The site plans detail the required 10-ft. setback along the side and rear property line, but shall be revised to notate the required front setback along County roads Cross Hollow and N Old Wire. Parking Requirements: ‘Professional Office’:

Required: 3 spaces per 1,000-sq. ft. GFA Calculation: 3/1000 x 720 = 3 spaces Required Parking: 3 spaces

Total Parking Provided: 10 parking spaces. The project engineer shall designate one (1) space as ADA Van accessible. Site Features - Loading area: Loading areas not designated on site plan. Site Features – Lighting: The Site Plan shall provide a text note that all outdoor lights will be ‘full cut-off lighting in accordance with IESNA standards. Parking / Landscape Buffer: Required: Adjoining incompatible uses should be screened with landscaping, walls, berms, or similar treatments. Section 4.6.16.c states that all required vegetative screening must have a minimum height of five (5) feet. All trees should be wire basket, B & B, or container grown. Smaller flowering trees and ornamentals will be centered at four (4’) feet maximum. Coniferous trees will be centered at four (4’) feet to five (5’) feet depending on desired effect. All shrubs are to be planted in continuous planting beds. Planting beds will be mulched to a minimum depth of three (3”) inches and will be

Covington Quarry Site Plan Review | SPR – 18-252 November 7th, 2018

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maintained weed free. Plantings consisting of trees and shrubs will be a minimum of 50% coniferous plantings. All required setbacks are required to be maintained as landscaped open space, per §4.6(16). Comment: Land Use Compatibility analysis, per sec. 6.7, shows that the proposed use is classified as ‘Heavy Industrial’ use, and is immediately adjacent to aspects of residential uses to the east, south, and west; vacant land to the north. This places the proposed use as being ‘Incompatible’ with adjacent properties requiring extraordinary levels of mitigation in order to buffer and screen the proposed Heavy Industrial use. Specifically, table 6.6 (Compatibility Levels and Criteria) indicates greater than 20 ft. of additional setback, buffering 40 ft. or greater in depth, and may require wall/fence and 3 tier plantings. The current site plan details a State required 50-ft. buffer area along all property lines of the 135 acres. Access Driveways/Internal Circulation: Required: The design and construction shall be in accordance with the standards as presented in the Benton County Road Plan. Comment: The site fronts along a County maintained roadway. The applicant proposes to utilize an existing access drive from the public right-of-way. The site plans detail internal ‘Drive-Haul Roads’ for the red dirt mine and proposed quarry. Site Services - Drainage/ Storm water Management Plan: Required: Applicant is required to indicate on plan storm drainage infrastructure and to provide an off-site drainage study. If study indicates an increase in peak flow discharge downstream, the developer shall construct a detention facility or an alternative LID methodology that shall control the peak runoff rate. The County also recommends minimizing impervious surface to limit the need for such facilities. Comment: The subject property is not located in an MS4 area. The project engineer shall prepare an off-site drainage study in accordance with Chapter 4, sec. 4.6, 10, B. The project engineer submitted a copy of ADEQ’s Notice of Coverage for the Industrial Stormwater permit. Site Services - Solid Waste Disposal: The applicant confirmed the necessity of outdoor refuse containers and the location of such containers with fence enclosure. Site Services - Electrical Power Supply: The applicant shall provide written confirmation from provider. Site Services – Septic System: Required: Regardless of development size, a state-approved septic disposal method is required of all commercial and industrial developments. All disposal system criteria must meet or exceed septic requirements as established by the Arkansas Department of Health (ADH) in accordance with Act 402 of 1977 as amended. Comment: The proposal does not detail septic requirements. Site Services - Water Service: The development does not detail water service to the site. Site Services - Fire & EMS: The Benton County Emergency 911 Administration verified the addresses associated with the property.

Covington Quarry Site Plan Review | SPR – 18-252 November 7th, 2018

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Staff has received formal comments from the Benton County Fire Marshal.

1. Quarry Gate and Office Trailer will need a Knox style box keyed to the Lowell Fire Department. 2. Fuel Tank will need to be permitted by the Arkansas State Fire Marshal. 3. Office Trailer will need to the required emergency lighting and Fire Extinguishers. 4. Fuel Tank will need a Fire Extinguisher mounted within a weather tight fixture.

The site plans shall be revised to detail all required Fire Marshal comments with both text and graphical plan elements. Site Services – Hazardous Chemical Storage In accordance with §4.6. B #5, all proposed commercial and industrial developments must submit written confirmation of hazardous materials to be used and stored on-site. Documentation is to be forwarded to the County Office of Emergency Services. The applicant submitted documentation providing that no hazardous chemicals are to be stored on site. The site plans detail a 12,000-gallon fuel tank on site, the applicant shall submit the State Fire Marshal’s approved permit for the above ground tank prior to quarry operation. State Permitting Review: The applicant shall be required to apply and receive all State permits prior to quarry operation. The applicant submitted the following documents:

1. Authorized ADEQ General Air Permit for Rock Crushing Facilities | Expiration date: 9/22/2022 a. AFIN: 88-01557, Tracking: 1916-AGP-144

2. Arkansas State Police Aboveground Storage Tank Installation application a. To be reviewed and approved by the State and Local Fire Marshal prior to operation.

3. Approved ADEQ Industrial Stormwater General Permit Notice of Coverage | Expiration: 06/30/2019 a. AFIN: 04-01635, Tracking: ARR001695

4. Authorized ADEQ Quarry permit for the ‘Cross Hollow Quarry’ issued to Anchor Stone | Expiration: 09/03/2023 a. Tracking: 033-MQ Anchor Stone Company

Covington Quarry Site Plan Review | SPR – 18-252 November 7th, 2018

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OUTSTANDING ITEMS:

1. The site plans shall be revised to notate the required front setback along County roads Cross Hollow and N Old

Wire. 2. The project engineer shall designate one (1) space as ADA Van compliant.

3. The Site Plan shall provide a text note that all outdoor lights will be ‘full cut-off lighting in accordance with

IESNA standards.

4. The site plans shall be revised to detail all required Fire Marshal comments with both text and graphical plan

elements.

5. The site plans detail a 12,000-gallon fuel tank on site, the applicant shall submit the State Fire Marshal’s approved

permit for the above ground tank prior to quarry operation.

6. The project engineer shall prepare an off-site drainage study in accordance with Chapter 4, sec. 4.6, 10, B.

CONSIDERATIONS FOR THE BOARD:

I. Covington Quarry Site Plan Review, case no. 18-252 conditioned upon the following; 1. The site plans shall be revised to notate the required front setback along County roads Cross Hollow and

N Old Wire. 2. The project engineer shall designate one (1) space as ADA Van compliant.

3. The Site Plan shall provide a text note that all outdoor lights will be ‘full cut-off lighting in accordance

with IESNA standards.

4. The site plans shall be revised to detail all required Fire Marshal comments with both text and graphical

plan elements.

5. The site plans detail a 12,000-gallon fuel tank on site, the applicant shall submit the State Fire Marshal’s

approved permit for the above ground tank prior to quarry operation.

6. The project engineer shall prepare an off-site drainage study in accordance with Chapter 4, sec. 4.6, 10, B.

7. The current and future property owners shall appear before the Planning Board every 24-months for status

updates.

8. The project shall adhere to Standard Conditions of Site Plan Review

Prepared by: Taylor Reamer – Planning Director Reviewed by: Derek Linn – Senior County Planner

4305 S 1ST ST

4131 S 1ST ST

4001 S 1ST ST

4111 S 1ST ST

4201 S 1ST ST

1515 FEAST PL

4315 S 1ST ST

4301 S 1ST ST

904 N OLD WIRE RD824 N OLD WIRE RD

1427 N OLD WIRE RD

3940 S OLD WIRE RD

3995 S OLD WIRE RD

4602 S OLD WIRE RD

1425 N OLD WIRE RD

1024 N OLD WIRE RD

1000 N OLD WIRE RD

4600 S OLD WIRE RD

4002 S OLD WIRE RD

1111 N OLD WIRE RD

1226 N OLD WIRE RD

4003 S OLD WIRE RD

4304 S OLD WIRE RD

1206 N OLD WIRE RD

4009 S OLD WIRE RD

4010 S OLD WIRE RD

4610 S OLD WIRE RD

4314 S OLD WIRE RD4310 S OLD WIRE RD

4005 S OLD WIRE RD

1013 N OLD WIRE RD

4312 S OLD WIRE RD

3939 S OLD WIRE RD

10789 STONEY POINT RD

12590 CROSS HOLLOW RD12400 CROSS HOLLOW RD

12810 FRISCO CEMETERY RD

12830 FRISCO CEMETERY RD

12824 FRISCO CEMETERY RD

12788 FRISCO CEMETERY RD

12707 FRISCO CEMETERY RD

12806 FRISCO CEMETERY RD

12820 FRISCO CEMETERY RD

12828 FRISCO CEMETERY RD

12780 FRISCO CEMETERY RD

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N OLD WIRE RD

CROSS HOLLOW RD

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S 1ST

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Covington Limestone Quarry

¯

1:8,400 1 in = 700 ft

Area of Development

1292

1302

13281330

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1200

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4

1346

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Covington Limestone Quarry

¯

1:4,800 1 in = 400 ft

1610 NW 12th Street Bentonville, AR 72712 Phone: (479) 464-9282 Fax: (479) 464-9284

October 3, 2018 Project #18010

RE: Cross Hollow Quarry, Benton County, Arkansas

Dear Planning,

As requested by the submittal application, this narrative is offered to provide written description of this

submittal, the intended use of the site and its compatibility with the surrounding properties.

The Cross Hollows mine is owned by David Covington Trust and is currently operating as a red dirt

mine by its owner under Overland Development, Inc. Limestone is prevalent on the site and has

historically been utilized for materials acquisition since 1904 when Lime Stone was harvested for

powdered lime by the Rogers White Lime Company. An agreement has been reached with Anchor Stone

Company, a Tulsa Oklahoma corporation, to quarry the stone. A Lease agreement is in place and all of

the required ADEQ permits have been obtained and provided.

The plan shows 135 acres of total land area with certain parts of the property laid out in sections of 10

acre parcels. Each 10 acre parcel represents a 5-year operating period, and intended to be the cycle of

quarry operations for the future of that area. The 5 parcels cover 50 acres of the 135 acre site area. The

first stage of quarry operation will be in the same location as the current red dirt mining activity. The

plan documents show the general area of the rock crusher and initial stockpile area for rock and

overburden. The site will operate much as it has since first permitted by Overland Development in 2006

with material being excavated, loaded and hauled out to provide suitable soils for subgrade under city

streets, highways, building, and parking lot pads. The Quarry will add gravel base material and other

Limestone rock products necessary to serve Northwest Arkansas’ growing needs.

– 2 – October 3, 2018

1610 NW 12th Street Bentonville, AR 72712 Phone: (479) 464-9282 Fax: (479) 464-9284

Adding the Quarry operation will change the site activity by adding a Rock Crusher and necessary

blasting. Blasting is expected to happen once per month, with blasting activity being permitted as

required by Arkansas Law and always performed by a permitted specialist brought in for that purpose.

No dynamite or blasting components will be stored on site, but supplied by the blasting company on an

individual basis. Site activity is to take place during normal operating hours between 7am and 6pm

during summer months and daylight until dusk in winter months. No night time or Sunday activity will

occur and Saturday operation is not desired but may occur based on demand.

The surrounding properties consist of undeveloped land, poultry farming, ranching, and large track

residential. The closest structure to the Stage 1 quarry area is a mobile home on the East side of the

property serving as a residence for a Poultry operation manager and is 145’ East of the property line.

The nearest Poultry house is 345’ East of the property boundary.

To the Southeast of the Phase 1 area is a residence at 1150’±, to the South is a residence at 1430’, and to

the West is a residence at 1750’. To the Northwest the nearest residence is 2500’, and to the North the

nearest is 1800’ being on the North side of Cross Hollow Road.

The site has been operating as a red dirt mine since 2006 and is situated to provide high quality

limestone for construction projects in the Eastern part of the County.

Sincerely,

Ken Booth

Sand Creek Eng. - Project Manager kboot h@s andcr eek. us

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Know what's below.

Call before you dig.

THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE

SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN

INDEPENDENTLY VERIFIED BY THE OWNER OR ITS

REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE

EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE

COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE

FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY

THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND

PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

CROSS HOLLOW QUARRY SITE MAP

CROSS HOLLOW & OLD WIRE ROADSBENTON COUNTY, ARKANSAS

DEED DESCRIPTION - 01202862: (Reference Plat P4-488)

The SW 1/4 of the NE 1/4, the NW 1/4 of the SE 1/4, part of the NE 1/4 of the SW l:/4, part of the SE

1

4

of the NW 1/4 and part of the NE 1/4 of the NW l/4 of Section 31, Township 19 North, Range 29 West,

Benton County, Arkansas, being more particularly described as follows:

Beginning at the SE Comer of said SE 1/4 of the NW 1/4, thence North 01°15' 08" East 1136.03 feet

along the West line of said SE 1/4 of the NW 1/4, thence along the approximate center of Benton

County Road 622 (Cross Hollow Road) as follows: North 68° 32' 53" East 748.38 feet; North 60° 46'

30" East 114.46 feet; North 53° 34' 02" East 21 L 13 feet; North 7l°19' 32" East 307.19 feet and North

66° 52' 51" East 117.67 feet; thence leaving said Road South 01° 53' 41" West 469.46 feet along the

East line of said NE 1/4 of the NW 1/4 to the SE Corner of said NE 1/4 of the NW l /4; thence South

87° 53' 25" East 1319.31 feet to the NE Comer of said SW 1/4 of the NE 1/4; thence South 01° 46' 06"

West 1329.08 feet to the SE Corner of said SW 1/4 of the NE 1/4; thence South 01° 58' 26" West

1319.57 feet to the SE Comer of said NW 1/4 of the SE 1/4; thence North 87 deg. 29' 32" West

1322.13 feet to a stone at the SW Comer of said NW 1/4 of the SE 1/4; thence North 87° 46' 11" West

330.25 feet to a stone; thence North 01° 58' 37" East 1312.38 feet to a set iron pin; thence along the

South line of said SE 1/4 of the NW 1/4, North 87° 17' 18" West 1002.33 feet to the Point of Beginning,

containing 135.10 acres being subject to the Right-of-Way of Benton County Roads 83 (Old Wire

Road) and 622 (Cross Hollow Road) and subject to any other easements of record.

SAND CREEKengineering and landscape architecture, inc.Bentonville, Arkansas (479) 464-9282

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STAGE 1

5-YEAR

10.00 ACRES

50'

50'

EXISTING

DRAIN PIPE

STAGE 3

SEDIMENT

BASIN C

BASIN

"C"

BASIN

"B"

STAGE 3

5-YEAR

10.00 ACRES

STAGE 4

5-YEAR

10.00 ACRES

STAGE 5

5-YEAR

8.60 ACRES

ONLY EXISTING

ENTRY TO HAUL

ROAD

GATED & LOCKED

EXISTING DRIVE-

HAUL ROAD

STAGE 2

5-YEAR

10.00 ACRES

BASIN

"A"

SCALES

OFFICE TRAILER,

PORTA POTTY,

TRASH RECEPTACLE

(See detail below)

RECEIVING RUNOFF

FROM OFFSITE

NO POLLUTANTS KNOWN

AREA NOT TO BE

DISTURBED AT THIS TIME

AREA NOT TO BE

DISTURBED AT THIS TIME

AREA NOT TO BE

DISTURBED AT THIS TIME

1.5 MILES

TO BEAVER LAKE

PROVIDE ROCK BASIN BERM

WHERE NEEDED FOR CONTROL

PROVIDE ROCK

BASIN BERM

FOR CONTROL

OWNER:

GEORGE ANDERSON

183 ACRES ±

OWNER:

WARREN COOK

44 ACRES ±

OWNER:

GEORGE ANDERSON

183 ACRES ±

OWNER:

JOHN JOHNSON

38 ACRES ±

OWNER:

JOHN EDSTER

86 ACRES ±

OWNER:

JEFFERY TODD

7 ACRES ±

OWNER:

JAMES HILLIGAS

8 ACRES ±

OWNER:

SCARLETT WILSON

36 ACRES ±

LEASE BOUNDARY

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PERMIT

POSTING

AREA

NO MINING OR

DISTURBANCE ALONG

CHANNEL OTHER THAN

HAUL ROAD MAINTENENCE

AREA NOT TO BE

DISTURBED AT THIS TIME

EXISTING

DRIVE-HAUL ROAD

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BASIN

"D"

50' B

UF

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50' BUFFER

50'

50'

EXISTING

DRAIN PIPE

OUTFALL

36°16'27"

94°06'26"

OUTFALL

36°16'28"

94°06'30"

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FUELING STATION

DOUBLE-WALL TANK

CONTAINED AREA

EXISTING

EXPOSED ROCK

FACE

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10' SETBACK

10' SETBACK

25' SETBACK

10' SETBACK

10' SETBACK

10' SETBACK

10' SETBACK

50'

50'

50'

50'

50'

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LEGEND

PROPERTY BOUNDARY

PROPOSED STAGE 1 AREA

FUTURE STAGE AREAS

BUILDING SETBACKS

ALONG STREET - 25'

SIDE & REAR - 10'

100yr FEMA FLOOD AREA

(Approximate)

Fema Flood Map-

15007C0292K June 5, 2012

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DATE:

ANCHOR STONE COMPANY

4124 S. Rockford Ave.

Tulsa, Oklahoma 74105

(918) 293-3922

tom@anchorstoneco.com

DESIGNED BY:

DRAWN BY:

CHECKED BY:

SHEET:

engi

neer

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and

land

scap

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chite

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c.Ben

tonv

ille,

Ark

ansa

s (4

79) 464-9

282

SAND

CREE

K

MANAGER:

· Total area 135.0 Acres - Mostly Wooded

· No structures or impervious surfaces exists and none are planned other

than a mobile office trailer

· No potential pollutant sources are known or expected on the site

· Sedimentation basins will be used for silt control and monitoring

· Sedimentation basins are shown with a letter ID and approved by the

ADEQ SWPPP permit. Storm drainage will be routed and collected in

these basins to be used in the quarrying operations.

· Potential Rock crusher, stockpiles of rock and gravel, loading areas, and

overburden storage areas are shown, but will be determined by the

operator and protected from erosion as necessary as quarrying

progresses.

· Both Old Wire Road and Cross Hollow Road are dirt roads at the entry

area. Old Wire Road paving starts approximately one-quarter mile north

of the entry point.

· Part of this property is located within a presently established 100-year

flood plain as determined by the National Flood Insurance Program, flood

insurance rate map for Benton County, Arkansas. Map Number

05007C0290K. Revised date June 5, 2012. Other than the haul-road, no

activity will occur near the flood area

NOTES:

Trash dumpster area to be screened to protect from trash blowout and prevent

scatter. Regular maintenance and pickup to be performed.

Office and employee trash must be deposited into collection area for proper

disposal.

12,000 gallon double-walled fuel tank will be placed at the drive area for easy

access and a contained area provided for equipment fueling safely away from

quarrying activity.

A Porta-Potty is to be provided with a maintenance agreement for regular

pickup. Steps should be taken to prevent tip-over in windy conditions.

Quarry Operator exposes and excavates the lime stone and crushes the stone

to the requested specifications. Materials are loaded and hauled from the site

by private drivers or trucking company's. No truck storage on site.

Parking at office is based on 5 site workers, 1 site manager, 1 load counter, and

2 visitor spaces. Parking area to be natural ground or gravel. No hard surface

areas are proposed.

TRASH RECEPTICLESCREENED WITH 6'CHAINLINK FENCEAND GATE

PORTA-POTTY WITHMAINTENENCEAGREEMENT

OFFICE TRAILER

GRAVEL PARKINGAREA

12,000 Gal.DOUBLE-WALLEDDIESEL FUEL TANK

HAUL ROAD

19'

10'

Not to Scale

42'

OFFICE/PARKING DETAIL