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Home My WebLink AboutSP201900006 Resubmittal 2019-12-11SHIMP ENGINEERING, P.C. Design Focused Engineering December 11, 2019 Ms. Tori Kanellopoulos, Planner County of Albemarle Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902 RE: SP2019-00006 Boyd Tavern Market Ms. Kanellopoulos, Thank you for your review of SP2019-00006, Boyd Tavern Market. We would like for this application to be scheduled for public hearing with the Planning Commission. Please find the following included with this resubmittal: • Revised Narrative Dated 12.10.2019 • Revised Concept Plan • Architectural Design Details Supplement • Turn Lane Warrant Analysis reviewed with initial SDP2018-00086 (included because road improvements are referenced in the project narrative) • VDH Correspondence Please note response to VDOT comments dated July 10, 2019 are not provided at this time as these items will be addressed during final site plan. The comments provided from VDOT were in reference to SDP2018-00086. If you have any questions, please do not hesitate to contact me at kelsey(cr�,shimp-en ine�ering com or by phone at 434-227-5140. You can also contact Justin Shimp at Justin(cr�,shimp-en ing eering com. Best regards, Kelsey Schlein Shimp Engineering, P.C. 912 E. High St. Charlottesville, VA 22902 1434.227.5140 1 shimp-engineering.com SUP2019-06 Response 1 1 1 SHIMP ENGINEERING, P.C. Design Focused Engineering December 10, 2019 Tori Kanellopoulos, Planner County of Albemarle Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902 RE: Response Letter #1 for SP201900006 Boyd Tavern Market Dear Tori, Thank you for your review of the special use permit request for a convenience store not served by public water and sewer for Boyd Tavern Market. This letter contains responses to County comments dated July 2, 2019. Our responses are as follows: 1. Responses to Tori Kannellopoulos, Planning 2. Responses to Frank Pohl, Engineering 3. Responses to Margaret Maliszewski, Architectural Review Board Planning Tori Kannellopoulos — Planner Special Use Permit Revise the proposal so that it is more consistent with the scale called for in the Rural Area. See comments below and comments on the Comprehensive Plan in the following section. RESPONSE: The proposal has been revised in scale in the following ways: • The number of pumps has been reduced from six to five • The pumps have been relocated from the front of the site to the side and rear of the market building (which will house the convenience store use) • The parking area has been redesigned to be more internally oriented to the site. • The parking spaces that were previously shown adjacent to Black Cat Road have been relocated on the site. • The market building has been moved further east on the site, closer to Black Cat Road. In the previous submission, the gas canopy was a prominent building feature on the site. With this submission, the orientation and location of the market building gives the market a new hierarchy on the site. • A three -board fence has been incorporated into the landscape design fronting Black Cat Road 2. The following are design changes that would make the character and scale of the proposal more consistent with existing country stores and would mitigate some of the potential impacts, such as lighting: a. The number of fuel pumps does not appear to be consistent with existing Rural Area gas stations, especially those located on secondary roads. The number of pumps should be revised to be between one and three (with two nozzles each), to be consistent with 912 E. High St. Charlottesville, VA 22902 1434.227.5140 1 shimp-engineering.com SUP2019-06 Response 1 1 2 existing uses in the Rural Area. The application currently shows six pumps (these are being counted individually). RESPONSE: There are examples of existing gas stations in the Rural Areas with four (4) and five (5) pumps. The Exxon at Louisa Road and Rt 250 has four pumps and eight (8) nozzles and the BP on Rt 250 just northeast of I-64 Exit 107 has five pumps with eight gasoline nozzles and one diesel nozzle. Recently, the BP on Route 250 was granted approval for up to nine (9) total pumps with ten (10) gasoline nozzles, two (2) diesel nozzles, one (1) separate truck diesel nozzle, one (1) off -road diesel dispenser, and one (1) kerosene dispenser. Both of these examples were constructed within the past 10 years, whereas other gas stations in the Rural Areas, and specifically those gas stations referenced in this comment letter, were built primarily in the 20th century. The request has been revised to be more consistent with gas stations built in the Rural Areas in the past decade; we now request a maximum of five pumps and ten nozzles. It also should be noted that many of the stations provided as examples with two or three dispensers continues to go out of business and undergoes change of ownership. There is a balance between a scale of development that is appropriate for the rural areas and the scale necessary for a local business to successfully function and adequately serve its customers. We propose a maximum building footprint area of 4,000 square feet, a size that is consistent with the areas allowed for Class A Country stores, a by -right use, in the rural areas and we propose a maximum of 5 fuel pumps (10 nozzles) which is consistent with other more recently constructed gas stations in the Rural Areas. The scale of improvements has to be adequate to support the business and to provide the opportunity for the business to sufficiently support its customers and to be successful. In looking at property transfer records on Albemarle GIS for gas stations built in Albemarle County in the 20th century compared to those built within the past 10 years, it seems the older stores have frequently changed ownership, which possibly is an indication that today's customers may not be adequately served by gas stations built for the customer of 70-80 years ago. The gas station on SR 22 (Cismont Market) has changed property ownership six times in the past 17 years' and Boyd Tavern Market on Route 250 was leased to five different individuals/businesses from 2008-2015. The two gas stations built in the past ten years in the Rural Areas have not changed ownership since inception.2 b. In order to screen visual and lighting impacts, switch the locations of the canopy/pumps and the building; the building should front Black Cat Road and the pumps and canopy should be behind the building or to the side of the building. RESPONSE: The site has been redesigned to relegate the canopy and pumps to the side and rear of the convenience store building. Please note this design guideline for the site has been noted as a "major element" of the Concept Plan on Sheet 4. c. Fuel pump canopy height must be limited to 14'6" to the bottom of the fascia to mitigate lighting and visual impacts. RESPONSE: Noted. The maximum height of 14'6" to the bottom of the fascia is noted on the "Site and SP Details" sheet of the concept plan and as a "major element" of the Concept Plan on Sheet 4. ' Parcel ID: 06500-00-00-012CO County of Albemarle — GIs Web — Property Information Z Parcel ID: 055BO-00-00-00100 and 07900-00-00-00900 912 E. High St. Charlottesville, VA 22902 1434.227.5140 1 shimp-engineering.com SUP2019-06 Response 1 1 3 d. The architectural design of the convenience store should have the character of a country store. This should include a porch facing Black Cat Road. Include the proposed architectural style. RESPONSE: Comment received. Major design elements for this special use permit have been added onto sheet 4 of the concept plan. These elements establish guidelines for general site design, building design, parking orientation, and mechanical equipment visibility. Additionally, we have included a separate "Architectural Standards" packet that draws upon design elements from precedent projects, such as the canopy from the Culpeper Shell and the building facades from the Market at Mill Creek that demonstrate key design elements that should be incorporated into the Market at Boyd Tavern. This packet also includes proposed elevations for the Market at Boyd Tavern that are aligned with the recommended architectural style of a country store. e. Locate all mechanical equipment out of view from Black Cat Road, including vent stacks, air pumps, and building -related equipment. RESPONSE: Noted. This has been incorporated into the Major Elements of the special use permit, found on sheet 4. f. The amount of parking does not appear consistent with the character of the Rural Area and scale. The drive aisles and parking should not be able to accommodate large trucks, as stated in the narrative. Revise parking and drive aisles to be consistent with the scale of Rural gas stations and Country Stores. RESPONSE: The parking layout has been revised to be more internally oriented than the design presented in the previous submission. Although the site design is not designed to accommodate tractor trailers, it is designed to accommodate delivery of petroleum by Tiger Fuel trucks. The amount of parking provided at site plan stage will comply with Sec. 4.12 of Chapter 18 of the Albemarle County Zoning Ordinance. Landscaping comments: a. Provide a naturalistic planting buffer along the Black Cat Road side of the site. Consider integrating the planting with a three -board wood fence. The plantings should provide screening to limit the impacts from illumination of this site beyond the development. Show which trees are remaining. RESPONSE: A conceptual landscape design is depicted adjacent to Black Cat Road that is consistent with landscape requirements outlined in Sec. 32.7.9.5 of Chapter 18 of the Albemarle County Code. b. Revise the shape and location of the stormwater facility to allow a minimum 15'-deep planting area for trees and shrubs along the northern parking/paved area and along the north side of the parcel. Revise the design of the stormwater facility so that it looks like a designed landscape feature that is fully integrated into the surroundings — not a stark, engineered feature. RESPONSE: The stormwater facility has been updated from a detention pond to a biofilter. The biofilter aims to fulfill the appearance of a landscape feature that is integrated into the surroundings. The raingarden will be a planted element of the site to minimize the appearance of being engineered. 4. Lighting comments: a. All light fixtures (site and building) shall be full cutoff fixtures. RESPONSE: Comment received, all light fixtures (site and building) shall be full of cutoff fixtures in accordance with Sec.4.17(a) of the Code of Albemarle 912 E. High St. Charlottesville, VA 22902 1434.227.5140 1 shimp-engineering.com SUP2019-06 Response 1 1 4 b. Provide a conceptual lighting plan for review. Lighting should be screened from adjacent parcels, especially those with existing residences, as much as possible. Screening should include landscaping, especially along Black Cat Road. Screening can also be accomplished by moving the gas canopy behind the proposed store. RESPONSE: A conceptual lighting plan has been provided with this resubmittal. Lighting for the property will comply with Section 4.17 and will follow the Entrance Corridor Design Guidelines. c. Illumination should be limited to 20 foot candles at the ground. RESPONSE: Noted. The conceptual lighting plan does not show foot candles at the ground in excess of 20. d. To mitigate lighting impacts to the Rural Area, the canopy fascia must not be illuminated. RESPONSE: Noted. Language to prohibit illumination of the canopy fascia has been included on Sheet 4 under the notes for "major elements of concept plan." Traffic and transportation comments: a. Include trip generation estimates with this proposal. RESPONSE: Comment received. Please refer to sheet 2, where trip generation estimates have been included. 6. Water usage comments: a. Show comparative water usage data. Include how many gallons per day this development is expected to use, compared with other potential uses on the site (including by -right uses), such as single-family homes. RESPONSE: Comparative water usage data is now included in the narrative. Narrative comments: The narrative should be updated to provide justification for the "factors to be considered" for Special Use Permits per 18-33.40. Please provide a narrative for the following: b. 1. No substantial detriment. Whether the proposed special use will be a substantial detriment to adjacent parcels. c. 2. Character of the nearby area is unchanged. Whether the character of the adjacent parcels and the nearby area will be changed by the proposed special use. d. 3. Harmony. Whether the proposed special use will be in harmony with the purpose and intent of this chapter, with the uses permitted by right in the district, with the regulations provided in Section 5 as applicable, and with the public health, safety, and general welfare. e. 4. Consistency with the Comprehensive Plan. Whether the proposed special use will be consistent with the Comprehensive Plan. RESPONSE: Comment received. Please refer to the narrative for analysis of these factors. Engineering Frank Pohl — County Engineer 1. Stormwater facilities as shown on submitted plan may end up being different as a result of VSMP review. RESPONSE: Comment received. 912 E. High St. Charlottesville, VA 22902 1434.227.5140 1 shimp-engineering.com SUP2019-06 Response 1 1 5 Architectural Review Board Margaret Maliszewski — Chief of Planning, Resource Management 1. Illumination must be limited to 20 fc at the ground. RESPONSE: Comment received. Please see the conceptual lighting plan provided with this submission. This plan shows fc will not exceed 20 fc at the ground. 2. The fuel pump canopy is subject to the requirements of the Entrance Corridor Design Guidelines. RESPONSE: Noted. Visual impacts on the development on the EC must be reduced. Provide a landscape screening buffer including a staggered row of mixed evergreen trees along the north, northeast, and northwest perimeters of the travelway, high on the slope. RESPONSE: Comment received. Please refer to sheet 4 for landscaping details. Landscaping will comply with Section 32.7.9 as well as Entrance Corridor Design Guidelines, where applicable. A double staggered row of evergreens are now shown in the plan along the north, northeast, and northwest perimeters of the travelway, high on the slope. If you have any questions or concerns about these revisions, please feel free to contact me at Kelsey(kshimp-en ineering com or by phone at 434-227-5140. Regards, Kelsey Schlein Land Planner Shimp Engineering, P.C. 912 E. High St. Charlottesville, VA 22902 1434.227.5140 1 shimp-engineering.com 7/30/2019 Shimp Engineering, P.C. Mail - SP2019-6 Boyd Tavern Market C;ma*ll- Kelsey Schlein <kelsey@shimp-engineering.com> byC',{x lc' SP2019-6 Boyd Tavern Market 3 messages Tori Kanellopoulos <vkanellopoulos@albemarle.org> Fri, Jul 26, 2019 at 8:01 AM To: Josh Kirtley <Joshua.kirtley@vdh.virginia.gov>, Alan Mazurowski <alan.mazurowski@vdh.virginia.gov> Cc: Kelsey Schlein <kelsey@shimp-engineering.com> Good Morning Josh, I am attaching the Tier 3 Groundwater Study for SP2019-6 Boyd Tavern for Health Department review and comments. Mainly I am looking for any significant concerns and if the Health Department concurs with these findings. I believe this is the most up to date study, and will let the applicant respond if there is any additional new information. Best, Tori Tori Kanellopoulos, AICP Candidate Planner Community Development Department Phone: 434-296-5832 ext. 3270 2 attachments yn SP201900006 Tier 3 Groundwater Assessment 2019-05-21 (1).pdf 20488K SP2019-6 Site Plan.pdf 1840K Kelsey Schlein <kelsey@shimp-engineering.com> Fri, Jul 26, 2019 at 9:55 AM To: Tori Kanellopoulos <vkanellopoulos@albemarle.org> Cc: Josh Kirtley <Joshua.kirtley@vdh.virginia.gov>, Alan Mazurowski <alan.mazurowski@vdh.virginia.gov> Josh & Alan, We have not conducted any further groundwater studies since the May 4, 2018 plan. Please let me know if you need any additional information from us prior to providing comments. Thanks for your follow up, Tori. Best, Kelsey [Quoted text hidden] https://mai l.google.com/mai I/u/1 ?i k=52a292bf0d&view=pt&search=al I&permthid=thread-f%3Al 640122320847248284&simpl=msg-f%3Al 6401223208... 1 /2 7/30/2019 KELSEY SCHLEIN Shimp Engineering, P.C. Mail - SP2019-6 Boyd Tavern Market Project Manager / Land Planner Kelsey@Shimp-Engineering.com Shimp Engineering, P.C. 912 East High St. Charlottesville, VA 22902 434.227.5140 // shimpdesign.com Kirtley, Josh<joshua.kirtley@vdh.virginia.gov> Mon, Jul 29, 2019 at 9:52 AM To: Tori Kanellopoulos <vkanellopoulos@albemarle.org> Cc: Alan Mazurowski<alan.mazurowski@vdh.virginia.gov>, Kelsey Schlein <kelsey@shimp-engineering.com> Good morning, Tori. Thanks for your email. I do not believe that it is VDH's role to comment as to the suitability of a proposed project with regards to potential groundwater impacts. To the best of my knowledge, we have no Regulatory guidance as it pertains to this request. For what it's worth, this office is unaware of any private well supply or quality issues in the general area of this proposed project. If you have any questions, please let me know. Josh [Quoted text hidden] Josh Kirtley Environmental Health Technical Consultant Onsite Sewage and Water Programs Thomas Jefferson Health District (434) 972-6288 https://mail.google.com/mail/u/1 ?i k=52a292bf0d&view=pt&search=al I&permthid=thread-f%3A 1640122320847248284&simpI=msg-f%3A16401223208... 2/2 SHIMP ENGINEERING, P.C. Design Focused Engineering Project Narrative Parcel Description: Initial Submittal Date: Current Revision Date: Pre -Application Meeting Date: Boyd Tavern Market I SP 2019-00006 Tax Map 94 Parcel 39 May 20, 2019 December 10, 2019 April 8, 2019 ACREAGE EXISTING ZONING COMP PLAN DESIGNATION TMP 94-39 12.49 Total Acreage Primary: RA Rural Area 4 3.28 Commercially Secondary: C-1 Zoned Portion Additional Zoning Considerations: Entrance Corridor (EC) Location: The property fronts on Black Cat Road and is directly adjacent to Interstate 64, just south of exit 129. Project Proposal: South Creek Investments, is the owner (the "owner") of tax map parcel 94-39 in Albemarle County, a 3.28 acre portion of which is zoned for commercial use and is the subject of this special use permit application (the "property"). Tiger Fuel Company, Inc. (the "applicant") is the lessor of the property and is applying for a special use permit to allow for a convenience store on property not served by public water or a central water supply system. Tiger Fuel is an established local business in Central Virginia, offering petroleum products, as well as a variety of fresh market goods and deli options in their stores. Tiger Fuel was founded in Central Virginia in 1982 and over the past 38 years has grown to employ 270 people. Tiger Fuel has transformed the convenience store experience for local customers by offering freshly prepared deli sandwiches, hot meals, and an abundance of healthy fresh food options in their markets. A Tiger Fuel establishment is local by design, as a typical Tiger Fuel Market is of a scale that is complementary of existing neighborhood fabric, maintaining store footprints of less than 4,000 square feet in most locations, and by incorporating architectural elements that draw on inspiration from the local architectural landscape, incorporating muted colors and classic country store features like a wrap -around porch. For this proposed Market location in particular, extra attention has been given to the design detail and an "Architectural Design Details Guidelines" package has been included with this special use permit request to provide design guidance for the proposed convenience store use. This package includes design elements such as a gas pump canopy with a pitched roof and design details that resemble a pole barn, a structure typical of the Rural Areas. Additionally, this package SP2019-00006 NARRATIVE I 1 includes proposed elevations that include a wrap -around porch, adequate fagade transparency, and a fagade that is oriented towards Black Cat Road. The site is designed to relegate the gas canopy to the side of the market building to allow for the market to be the prominent structure on the site. In the past few years, Tiger Fuel has made a conscious effort to incorporate green elements into the design of their facilities and this proposed facility will continue that conscious design effort by incorporating solar panels and EV chargers into the facility. A Tiger Fuel Market at this location would serve a portion of the county that is heavily traveled but largely underserved with appropriate services for the area. Traditional rural crossroads communities often formed at the intersection of heavily traveled roadways and offered service businesses that catered to travelers and nearby residents. Located at the intersection of Black Cat Road and Interstate 64, this property has the infrastructural improvements that are representative of a traditional crossroads community and has the existing background traffic of 8,3001 daily trips to support a service business in this area. The Market is proposed to be a maximum of 4,000 square feet and will feature five gasoline pumps. A Tiger Fuel Market at this location would serve a variety of customers largely due to the strategic location of the property along a main commuter route for those east of Charlottesville. In addition to commuters, nearby residents, and travelers, a petroleum products retailer in this location would also serve those who partake in daily agrarian and property maintenance activities in the Rural Areas and require fuel to operate their equipment whether it is a farm truck, a delivery truck, lawn mower, tractor, or any other farm equipment powered by petroleum. The Tiger Fuel Market will be a convenient service for nearby residents and commuters from east of town to grab a cup of coffee on the way to work or to pick up a freshly prepared to -go dinner and convenience items on the way home. A Tiger Fuel Market is a convenient service for the community and although limited in scope, provides the facilities, such as interior and porch seating, for people to gather in a space outside of their home. Factors to be Considered for Special Use Permits: No Substantial Detriment: Traffic The property is located between parallel road networks, Interstate 64 and Route 250, at the 1-64 Exit 129 eastbound ramp. Interstate 64 and Route 250 are major travel routes and serve as main commuter routes to and from Charlottesville. This development is not likely to generate a significant amount of new traffic on Black Cat Road, but rather will pull in existing pass -by trips to provide service to those who would use these routes regardless of this development. Nearby residents may create new trips to pick up items from the convenience store, but these trips are expected to be minimal compared to the existing background traffic. In 2018, the .64 mile segment of Black Cat Road between Route 250 and Interstate 64 experienced AADT of 8300. Under VDOT's functional classification, Black Cat Road is considered to be a major collector, which are longer in length, establish higher speed limits, have higher annual average traffic volumes, and more travel lanes2 than minor collectors. Major collectors can also be main connections to nearby towns and cities or with arterial routes, which are significant to supporting intra-county travel. Black Cat Road's functional classification as well as its AADT indicates that a significant portion of traffic already accesses I-64 from points south on Black Cat Road, and it is expected for this convenience store/gas station use to capture some of those existing trips, and therefore not contribute substantially to the detriment of existing traffic patterns. Site access and entrances will comply with VDOT standards. A left turn taper and right turn lane will facilitate maneuvers into and out of the site and allow for traffic to flow by the site unobstructed. 1 https://www.virginiadot.org/info/resources/Traffic 2018/AADT 002 Albemarle 2018.pdf 2 https://www.virginiadot.org/Functional_Classification Comprehensive_Guide.pdf SP2019-00006 NARRATIVE 12 Hours of Operation The hours of operation will be from 5 a.m to 11 p.m. Lighting The convenience store/gas station use will comply with Section 4.17 of the Albemarle County Zoning Ordinance to ensure that no substantial detriment to neighboring properties from lighting will occur. Building Design As aforementioned the design of a Tiger Fuel Market is local by design, and the design of this particular Market has been given extra attention to ensure the design of structures on the property are complementary of the existing architectural landscape and account for design elements that are prominent in the rural areas. For example, the gas canopy is designed to feature elements that are similar to a pole barn, a structure that is a staple on many farms in the rural areas. The building and site design has been discussed with County Staff on several occasions and based on these conversations revisions to the site and building design have been incorporated into this Special Use Permit Application. To reiterate, the building design will incorporate green elements like solar panels which will reduce the Market's dependency on electricity. The fagade of the Market will engage Black Cat Road and this fagade will feature a minimum of 17% transparency. The site design establishes a program that relegates the gas canopy to the site of the market structure and internally orients on -site parking so that headlights from parked cars do not direct light onto neighboring properties. Water Use The following table has been prepared to share comparative water usage data for the proposed convenience store use compared to various other by -right uses on the property. By -Right Uses Daily Water Usage Rates Single-family detached 1600 gpd (100 gpd/person)' (4-person household, 4 houses on —9.2 acres) Retail Nurseries & Greenhouses 3,600-4,800 gpd (5-3,000 sq. ft. greenhouses with 2,400 sq. ft. of benches within Indoor Theaters 1,250 gpd (5 gpd/seat) (250 seats) Laundromat 5,000 gpd (500 gpd/machine)' 10 washers) Winery 4,353 gpd5 (4-acre lot, vineyard/orchard irrigation estimates only) Special Use Permit — Convenience Store Use Daily Water Usage Rates Tiger Fuel @ Boyd Tavern 644 gpd The proposed Tiger Fuel Market is anticipated to use an average of 644 gallons of water per day. This number was derived from Tiger Fuel's Ruckersville location. The Market at Ruckersville is Tiger Fuel's newest location and provides a good comparison for water usage since the Boyd Tavern location would incorporate much of the same modern low -flow fixtures that are installed at the Ruckersville location. The Ruckersville location does feature a car wash however, a car wash is not proposed at the Boyd Tavern location and so the water usage data provided for the Ruckersville location is 3 https://Iaw.lis.vir ig nia.,gov/admincode/titicl2/agcncy5/chgpter590/section690/ 4 h!Ws:Hag.umass.edu/greenhouse-floriculture/fact-sheets/sizing-greenhouse-water-system 5 httDs://www.lakecountvca.eov/Assets/Denartments/CDD[Wild+Diamond+Vinevards/FEIR+AnnendixD-C.ndf 6 Ruckersville Tiger Fuel Market Readings 8.10.2019 — 11.19.2019 (see attachment A) SP2019-00006 NARRATIVE 13 exclusive to the Market to provide a more accurate representative comparison. Previously, water consumption data was provided with the initial site development plan and these numbers were taken from water usage data from the Mill Creek and Bellair market locations. Since the Ruckersville location is now in operation and has compiled several months of water usage data, we have included that to estimate the average daily water usage for the Boyd Tavern Location. It should be noted that the Ruckersville location at the intersection of Route 29 and Route 33 sees a significantly greater amount of traffic than the Boyd Tavern Location; according to VDOT AADT data, there are 29,000 vehicle trips per day on Route 29 from the Albemarle County line to US-33 Spotswood Trail and there are 19,000 trips on US-33 from Amicus Road to the intersection with Route 29, and so although the Boyd Tavern location will include the same or similar fixtures to the Ruckersville location, the average daily water usage may be less since there is less traffic at the Boyd Tavern location. A number of by -right uses possible on the property have significantly higher rates of daily water demand, compared to the convenience store use of a Tiger Fuel Market. The property has split zoning between Rural Areas and C-1 Commercial. The RA portion of the site is approximately 9.2 acres, and with four development rights, could be developed with four single family homes. Four single-family detached homes, with four people per household, would approximate 1,600 gallons of water usage per day. The C-1 portion of the site allows for by -right uses such as offices, child day centers, indoor theaters, retail nurseries and greenhouses, and laundromats. Several of these by -right uses have been included in the above water usage table for comparative purposes. A retail nursery or greenhouse uses about 0.3-0.4 gallons per day per square foot. Within 3.28 acres, about five 3,000 sq. ft. greenhouses with parking could comfortably fit on -site, which estimates about 3,600-4,800 gpd. Similarly, a winery on a 4-acre lot uses over 4,000 gpd, when only analyzing vineyard and orchard irrigation estimates; this does not take into account processes of pressing, fermentation, tasting facilities, employee use, etc. The winery data was taken from an environmental impact report submitted to Lake County, California, which provided existing vineyard and orchard water demand per acre. An indoor theater with 250 seats would use about 1,250 gpd and a small laundromat with 10 washers would use 5,000 gpd. These by -right uses comparatively have greater water demands than the proposed Tiger Fuel Market. Sounds & Smells Sounds on -site will likely be attributable to guests accessing and exiting the site. Hours of operation will limit excess noises to the surrounding area. Due to the site's proximity to Interstate 64 there is existing background noise on the property from vehicles traveling on Black Cat Road and Interstate 64. The US Department of Transportation's National Transportation Noise Map shows that the noise level covering most of the site looks to be between 45-65 decibels and that the portions of the site directly adjacent to the interstate experience noise that is closer to 70-75 decibels (Figure 1). For comparative purposes, an urban residence typically experiences noise of 50 decibels, normal conversation is approximately 60 decibels, and busy traffic is approximately 70 decibels. Any smells that would be objectionable to a patron of the convenience store/gas station will also be objectionable to a neighbor. It is well in the interest of the business for smells to be closely monitored and controlled, ensuring that neighbors will be protected from unpleasant smells as well. SP2019-00006 NARRATIVE 14 Figure 1. USDOT National Transportation Noise Map �NTFRSIgTF64 SITE US road and aviation noise CONUS Road and Aviation Noise - Decibe is ❑ 35-M ❑ 40.01 -45 . 45.01 -50 50.01 -55 . 55.01 -60 . 60.01 -65 65.01 - 70 . 70.01 - 75 EXIT 129 ■ 75.01-30 s0.01 - 35 x . 85.01 - 90 x . 90.01 - 95 Character of Nearby Area is Unchanged: Careful attention has been given to the design of the structures on the site and the design of the site itself, design details such as a gas canopy representative of a pole barn with a pitched roof and a market structure that establishes a site hierarchy where the market is the prominent structure on the site by relegating the canopy to the side of the market building and incorporating ample facade transparency on the market building facade adjacent to Black Cat Road. There is already background traffic in this area to support this local business and it is not expected for this use to be a destination and attract additional vehicular trips to the area. Compliance with lighting and noise regulations will further provide assurance that the character of the area will be maintained. Historically, the character of the rural areas was comprised of a variety of complementary service uses that supported the agrarian economy and the people who lived in the rural areas. A Tiger Fuel Market in this location would serve the surrounding community and would be reminiscent of historic land use patterns where country stores were often built at the intersection of major routes. Harmony: The concept plan has been refined through continued discussions with County Staff to create a development that will complement the existing fabric and will establish site program that will facilitate successful business functions. The proposed architecture of the market seeks to evoke a country store feel that is harmonious with the surrounding rural landscape. The property will adhere to Entrance Corridor guidelines, including a landscape design that screens parking areas and establishes an attractive street frontage adjacent to Black Cat Road. The visibility of the site from Black Cat SP2019-00006 NARRATIVE 15 Road has been discussed with Staff on several occasions and from these conversations, we have established a street frontage that will not only feature a detailed landscape design but will also feature a three board fence to evoke a rural feel of the site when viewed from Black Cat Road. Consistency with the Comprehensive Plan: A Tiger Fuel Market at this location is consistent with the Comprehensive Plan in the following ways: Chapter 6 Economic Development • Strategy 4c: Explore opportunities to assist with redevelopment of underutilized commercial and industrial zoned properties. There are limited commercially zoned properties in the Rural Areas and these properties offer the opportunity to serve nearby residents. A Tiger Fuel Market on this property would generate real estate taxes on a significantly improved commercial property, as opposed to the tax generation from the site today, and Tiger Fuel would generate business taxes from this location. • Strategy 3i: Acknowledge and support the work of companies that help achieve sustainability goals for the County. Tiger Fuel is committed to supporting the County's sustainability goals and will incorporate green elements into their design at this location, including solar panels and EV chargers. Tiger Fuel is a member of the Green Business Alliance through C3 (Charlottesville Climate Collaborative) and is committed to supporting the shared climate action commitment shared by the business members of this alliance who are committed to "managing their energy use, reducing costs, mitigating risk, and reducing their climate impact."' • Strategy le: Encourage all businesses to adopt environmentally sustainable business practices. Tiger Fuel's role in the Green Business Alliance and their use of solar panels and low flow fixtures at their other business locations exemplifies the company's consistency with Strategy 1 e. Chapter 7 Rural Areas Although this property was not part of the 2003 Survey of Historic Crossroads Communities, there are consistencies with the proposed Tiger Fuel Market on this property and Objective 5 outlined for crossroads communities. Objective 5 includes subsequent text that explains the evaluation and understanding of the benefits of limited commercial uses in crossroads communities have not yet been fully vetted and require further study. • Objective 5: Recognize and support crossroads communities, which serve as rural -scale community meeting places and provide opportunities for residents to take part in community life. A Tiger Fuel Market in this location could serve as a gathering place for nearby residents to meet over a cup of coffee or lunch and a market here would provide convenient access for nearby residents to household convenience items. Neighborhood Impacts: Impacts on Public Facilities and Infrastructure: It is anticipated most of the traffic affiliated with the development will be pass -by trips. The parcel is located along one of the major commuter routes to Charlottesville for those traveling from eastern Albemarle and Fluvanna Counties. This use on this property is not a destination and it is anticipated many customers will already be on the road and will not be generating new trips solely for a visit to the convenience store. A few nearby residents may generate new trips, traveling out solely to purchase goods from the store, but these `new' trips will be far fewer than the pass -by trips, therefore the use will be suitable for existing roads. The site development will comply with VDOT regulations and will feature entrance and turn lane improvements to facilitate vehicular movements to and from the site. Impacts on Environmental Features: The stormwater management plan will comply with all applicable DEQ and Albemarle County WPO regulations. https://www.cvilleclimate.org/businesses-1 SP2019-00006 NARRATIVE 16 Lighting All outdoor lighting will comply with Albemarle County regulations. Development on the property will be subject to ARB review and approval and lighting on the site will be further evaluated during ARB review. Schools There are no residences proposed on the property and therefore as a result of the proposed development, there will be no additional pupils enrolled in Albemarle County Public Schools. SP2019-00006 NARRATIVE 17 ATTACHMENT A: Ruckersville Tiger Fuel Market Water Usage DATE: TIME: READING USAGE 8/17/2019 803 5077 583 8/18/2019 740 5660 580 8/19/2019 735 6240 544 8/20/2019 740 6784 533 8/21/2019 700 7317 583 8/22/2019 815 7900 620 8/23/2019 715 8520 800 8/24/2019 735 9320 760 8/25/2019 720 10080 730 8/26/2019 715 10810 510 8/27/2019 625 11320 690 8/28/2019 700 12010 630 8/29/2019 640 12640 570 8/30/2019 815 13210 770 8/31/2019 809 13980 730 9/1/2019 738 14710 690 9/2/2019 836 15400 860 9/3/2019 715 16260 610 9/4/2019 755 16870 520 9/5/2019 728 17390 580 9/6/2019 710 17970 680 9/7/2019 700 18650 630 9/8/2019 700 19280 570 9/9/2019 635 19850 620 9/10/2019 535 20470 570 9/11/2019 710 21040 530 9/12/2019 639 21570 530 9/13/2019 710 22100 730 9/14/2019 605 22830 700 9/15/2019 710 23530 630 9/16/2019 650 24160 630 9/17/2019 650 24790 560 9/18/2019 705 25350 520 9/19/2019 550 25870 750 9/20/2019 710 26620 640 9/21/2019 635 27260 700 9/22/2019 635 27960 610 9/23/2019 655 28570 610 9/24/2019 710 29180 800 9/25/2019 710 29980 1180 9/26/2019 705 31160 790 9/27/2019 715 31950 0 9/28/2019 0 SP2019-00006 NARRATIVE 18 9/29/2019 710 32660 650 9/30/2019 708 33310 550 10/1/2019 705 33860 630 10/2/2019 710 34490 850 10/3/2019 715 35340 620 10/4/2019 730 35960 660 10/5/2019 715 36620 700 10/6/2019 710 37320 610 10/7/2019 700 37930 690 10/8/2019 710 38620 630 10/9/2019 715 39250 600 10/10/2019 710 39850 510 10/11/2019 710 40360 720 10/12/2019 732 41080 830 10/13/2019 800 41910 750 10/14/2019 710 42660 610 10/15/2019 710 43270 670 10/16/2019 725 43940 570 10/17/2019 700 44510 520 10/18/2019 710 45030 700 10/19/2019 700 45730 800 10/20/2019 700 46530 700 10/21/2019 710 47230 620 10/22/2019 715 47850 620 10/23/2019 715 48470 620 10/24/2019 715 49090 550 10/25/2019 715 49640 710 10/26/2019 720 50350 690 10/27/2019 710 51040 630 10/28/2019 710 51670 710 10/29/2019 715 52380 610 10/30/2019 720 52990 810 10/31/2019 720 53800 500 11/1/2019 715 54300 720 11/2/2019 715 55020 690 11/3/2019 635 5S710 600 11/4/2019 710 56310 530 11/5/2019 650 56840 570 11/6/2019 700 57410 600 11/7/2019 715 58010 540 11/8/2019 700 58550 660 11/9/2019 655 59210 700 11/10/2019 645 59910 610 11/11/2019 700 60520 550 11/12/2019 710 61070 560 11/13/2019 715 61630 580 SP2019-00006 NARRATIVE 19 11/14/2019 720 62210 500 11/15/2019 740 62710 570 11/16/2019 745 63280 600 11/17/2019 740 63880 630 11/18/2019 649 64510 500 11/19/2019 725 65010 DAILY AVG: 643.73 Zeros have been eliminated from daily average. SP2019-00006 NARRATIVE 110 f�: Interstate 64 IL SITE .7 Llo .MechLiFCC Acres -W jr A6 "Z :1 71P 4 A I� fjL I 0 logan's Run 'A Ir Jo. Y-w Ar th, 14. jr, cBoyd Tavern :10YAD NTS III III OWNER/DEVELOPER OWNER: South Creek Investments, Inc. 1100 Harris St. Charlottesville, VA 22903 DEVELOPER: Tiger Fuel Company 200 Carlton Rd. Charlottesville, VA 22902 TMP 94-39 SOURCE OF BOUNDARY £r TOPOGRAPHY Boundary survey information provided by: Kirk Hughes & Associates 220 East High Street Charlottesville, VA 22902 (434)296-6942 Topography provided by Albemarle County GIS FLOODZON E According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003C04750), this property does not lie within a Zone AE 100-year flood plain. WATER SUPPLY WATERSHED Non -water supply watershed WATER AND SANITARY SERVICES Not served by public water or a central water system. All water and sanitary sewer services are to be provided by private well and septic. USE EXISTING: Vacant Land with Family Cemetery COMPREHENSIVE PLAN: Rural Area PROPOSED: Convenience Store w/ Storage and Sale of Petroleum Products ZONING EXISTING: Rural Area (Primary), Commercial - C1 (Secondary) OVERLAYS: Entrance Corridor PROPOSED: SP request for convenience store use not served by public water or a central water system BUILDING AREA Convenience store use not to exceed 4,000 sq. ft. BUILDING HEIGHT PROPOSED: 22' MAXIMUM: 65' Maximum canopy height: 14'6" to the bottom of the fascia ACREAGE Total parcel acreage: 12.486 AC Portion Zoned for Commercial Use: 3.28 AC Acreage Subject to SP: 3.28 AC SPECIAL USE PERMIT CONCEPT PLAN S P2019-00006 BOYD TAVERN MARKET SIGNS All signs shall conform with Section 4.15 as applicable. ITE TRIP COUNT AM PM Use Description ITE Qty In Out Total In Out Total Gas/Convenience 945 4000 SF 171 165 336 195 196 391 SETBACKS Minimum Maximum Front Building: 10' None (abuts from ROW principal arterial Parking: 10' highway) from ROW Side & Rear Building: 50' None Adjacent to Residential, Rural Parking: 20' Areas, or the Monticello Historic district boundary Buffer Zone 20' None Adjacent to Rural & Residential Areas (including clearing & grading) Petroleum Storage 100' None Tanks & Loading (Section 5.1.20) Facilities SITE & SP DETAILS Sheet 2 of 5 TMP 94-39 Submitted 20 May 2019 REVISED 10 DECEMBER 2019 project: 16.007 SHIMP ENGINEERING, P.C. SPECIAL USE PERMIT --------- - ---- _______________ CONCEPT PLAN ------- ----- S P2019-00006 R A M P --------- T ------- ------------- TAVERN MARKET ------------------ ---- ----- ---------- EXISTING CONDITIONS 1 ---- -- I N T R S T A T IE -6 4 Sheet 3 of 5 �HIGHW110N ALTH G1 IA az- C A�Y PLAT0BrCF4, PAGES STATFj 83 84 Z --------------------------------------- 1i ------------------------------------------------ I'll Q`/VT io 11 \0 C3 P 09�0-00-06— I/F PEN S. 1014NS N 4Ozb C3 D 833-421 --- C3 C3 0 C3� I DB 0 600 (SLAT /ZON - RA' PRESENT/ ol USE: SI ILY IRESiDENVAL TA J% MAP 09400 -00-00-03800 \ III \ 1.1780 ACRES 0 CREEK INVESN4EINTS, INC. + ',DB 3195-402 PARCEL A -0�61,00-03900 TAX MAP 09400 DB\4�3-343 PLAT 17 SOUTH -,CREEK INVESTVENTS, INC. ',,ZONE: C�l COMMERCIAL 12.486 ACRES PRESENT USE: VAICANT COMMERCIAL\ bR,3195-402 PARCEL B DID 483-)� PLAT --------------- 160 A---------------------------- 0 + --------- - + -420 TAX taAP 040 0-00-00-0390G- SOUTH CREEK INVESTMENTS, INC. QA2'4b3,6 ACRES VO �-�1\ - I� �) DB 31�-402 7 \ 00. 4 PARCEL 483-343 PLAT Note:/According to the Code o4l Virginia, /Section 57-27.1, own ers of private prophrty on which a cemetery iis located 16 7, 0 'a hhall allow ingress and egre�s to the ^711 C3 C3 cemetery by (i) family members or descendants of deceased persons buried UQ Ns Q (there; (ii) any ,cern . etery plot/owner; (iii) i genealogy research, y 0 h person en gag engaging in s ----------- \,who ho given reasonable notice to the owner of record or to the occupant of the ", 11 1 - ai prd perty or both. + '7 -------------- ----- ------------ F.islifn, Ev.,q,#n 'Xis in UIV II s Mix� to be %culv Removed and' ntra e N -------------- to A Remo e T, W 460.72' - - - - - - - TAX MAP 09 -G'00-00-04000 -4 Q ------ KAREN S. JOHNSON DB 4677-210 D13 4530-527 W13 99-615 ----------- WB 99-609 TM 94-39 DB DB 340-40-7 4�6=421 VIDOT D5'78-392 PLAT ZONE: �A % 0,6, + Submitted 20 May 2019 PRESENT USE: VACANT Existing ivergree RESIDENTIAL & Deciquous Mi REVISED 10 DECEMBER 2019 ING to be Remov ----------- 4.7, project: 16.007 C4,�4 isti Uo 75 0 75 1501,--" 225 -------- /Vo to gel ted S14IMP ENGINEERING, P.C. araphi scc-I 1"= 7 cemetery I m I I I I � I � I I � I 1 I I 1 III 0 h�T RF qY F O � f -_-- SPECIAL USE PERMIT CONCEPT PLAN ---��_ T - EXISTING VEGETATION SP2019-00006 ,TO REMAIN - ��--� -- Exls-----_-___6OYD TAVERN MARKET D APPROXIMATE LIMITS OF THE c EVERGREEN i, ' / ' DE IDUDUS MIX CONCEPT PLAN JOIiNSON CEMETERY � zo' P �FE � DB 483-341 / AND Ru ACTIVITIECLEARINNORSheet 4 of 5 GRADING, ISTING VEGE TION / '0' BU DING SETBACK I 1If 1 1 ' - 1 1 1 1 1 1 1 1 UND GROUND FUEL 1 BUFF R ZDNE 100 1 1 pU�P D 'Y N / 8P1`ILTER W � -° 'X20' LOADING St ACE EV CHARGING DOCK / EXISTING VE( TO F >NI ICAL SLOPES A 10 PARKING SE ACK r ♦ ♦ ? ♦ ♦ ♦ t ♦ ♦ ♦ %_ BLACK CAT ROAD -- TpTE ROUTE 616 Total facade area �'No'parking area 50 0 50 100 150 Graphic Scale: 1"= 50' Mayor Elements of Concept Plan Any final site development plan approved for a convenience store use on TMP 94-39 shall feature the following major elements: 1. Gas Canopy: All gas pumps and gas pump canopies shall be relegated to the side or rear of the convenience store building. The maximum height of the / gas canopy shall be 14'6" to the bottom / of the fascia. / 2 P. ildin D i n Th n ni n / u g es g e co ve e ce / store shall have a facade with a porch / facing Black Cat Road (State Road 616). This facade shall feature a minimum of 17% transparency. Please see diagram below for facade transparency calculation. 3. Parking: Parking spaces shall be oriented such that headlights from 1 forward parked vehicles in striped parking spaces within 65' of the ROW Noshall not face Black Cat Road. Please see diagram below for further clarification. 4. Mechanical Equipment: Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. TMP 94-39 Submitted 20 May 2019 REVISED 10 DECEMBER 2019 project: 16.007 SHIMP ENGINEERING, P.C. SPECIAL USE PERMIT --- CONCEPT PLAN EXISTING VEGETATION � -- ,TO REMAIN SP2019-00006 I cemetery -� �-r-----�-- ' --�--1- - - - -- - --S EXISTI G EVERGREEN OY D TAVERN MARKET APPROXIMATE LIMITS OF THE DE IDUOUs mix &, // ' JOHNSON CEMETERY DB 483-341 zo' P KING sET GK / AND FER N DNSTRu CONCEPTUAL GRADING \\ % N ACTIVITIES, INCLUDING CLEARIN OR . - • / GRADING, PERMITTED) Sheet 5 of 5 EXISTI G VEG TION I,. - \ ;: �/ ' N 50' BU DING SET ACK I I / / .... I MPSt'RR . 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O W W .0 ' 0+ O `• 'O O o O J 0 O + 'N + + w 0 ° O Y 4i > .0 O o O 'o 0 'O 0+ 0 0 O N 0 r'O D D u� O 0 0 O p 'O Uj O D6` N ' t9 D O O 0 0 'O O O .0 O p .D a+ 0 W N W .-1 } D + 0 0 'O 0 0 0 O O �� O 0+ .0 O 0 p O+ O E W N } O a O tSr > > p D .N O 0 O 'O O 0 'O .0 0 O '0 00 0 '0 '0 + D > n + O > 0 + '� W O� '6� 'n .w 'O i .N + > 0 O 'a '0 0 'O O 0 } 0 � > N a O 'Cl } 0 0 O J J O O 0 0 0 00 0 0 °' w i ' o v D `, w 0 O 0 0 0 0 .0 0 0 0 }O 0 °+ r a N N 0 0 //. 0 O O 0 C .0 0 .o O N N O 0 ' 0 'J 0 N N ° O o J O O 0 a t 0 0 0 0 O ° 0 .N 0 19 } .� + > 0 O N > 0+> + N 0 o 0 0° ° O '0 'O 0 O > i> O .0 + 'tP 0 .0 '0 G 'o o O o O '0 0 0 0 O N 'n + > O 0 0 N O 0 0 O 'O 0 '0 W ' ' O ' O 0 .0 .0 0 > O 0 Y 1 0 i .' p 0 N > 0 O 0 0 1 0 O O } 0 ,0 O 0 a > OPROPERTY LINE N ' 0 (3 40 0 \ U-U-Lf-- Graphic Scale: 1"= 40' 80 120 BLACK CAT ROAD SPECIAL USE PERMIT S P2019-00006 ERN RIVET VJ�L LIGHTING 00,0 EXHIBIT Sheet 1 of 1 TM P 94-39 Submitted 20 May 2019 REVISED 10 DECEMBER 2019 project: 16.007 SHIMP ENGINEERING, P.C. Cr 00 IMUIM Interstate 64 .. a . c Lloyd Pond. Mechunk Acres le kplk �� Yh t • 8" - j+ W 'Logan's Run • YL 01 y , • ark . , ,�• �. �.� _ r � ( a Boyd Tavern NTS :IOWA 9 •1019Q o �row.r irate ' P h A now qwmwx. 44 V. SPECIAL USE PERMIT ARCHITECTURAL DESIGN DETAILS GUIDELINES SP201900006 BOYD TAVERN MARKET PRECEDENT PROJECTS: CULPEPER SHELL Sheet 3 of 5 TM P 94-39 SUBMITTED 10 DECEMBER 2019 project: 16.007 SHIMP ENGINEERING, Facade transparency SPECIAL USE PERMIT ARCHITECTURAL DESIGN DETAILS GUIDELINES SP201900006 BOYD TAVERN MARKET PRECEDENT PROJECTS: MARKET AT MILL CREEK Sheet 4 of 5 TM P 94-39 SUBMITTED 10 DECEMBER 2019 project: 16.007 SHIMP ENGINEERING, SOUTH ELEVATION (Traveling north on Black Cat Road) SPECIAL USE PERMIT FURAL DESIGN DETAILS GUIDELINES SP201900006 (D TAVERN MARKET Total facade area ELEVATIONS Sheet 5 of 5 Window Transparency: The convenience store shall have a facade with a porch facing Black Cat Road (State Road 616). This facade shall feature a minimum of 17% transparency. Please see diagram to the left for facade transparency calculation. TM P 94-39 SUBMITTED 10 DECEMBER 2019 EAST ELEVATION (FROM Black Cat Road) project: 16.007 SHIMP ENGINEERING, PROJECT MANAGEMENT SHIMCIVIL ENGINEERING LAND PLANNING NGI N EERI NGa May 7, 2018 Mr. Adam Moore, P.E. Virginia Department of Transportation 701 VDOT Way Charlottesville, VA 22911 Regarding: Boyd Tavern Right and Left -Turn Warrant Analysis Mr. Moore, Please find enclosed a warrant analysis for the proposed Market at Boyd Tavern off of State Route 616 Black Cat Road between 1-64 and U.S. 250 Richmond Road. The following items are included with this report: • VDOT Traffic Data • ITE Trip Generation Summary • Warrant Analysis Exhibit • OTISS Trip Generation Reports Our analysis shows that a full right turn lane and taper as well as a left turn lane are warranted for this project. If you have any questions you may contact me at justin@shimp-engineering.com or by phone at 434-953-6116. Best Regards, Justin Shimp Shimp Engineering, P.C. The table below summarizes the 2016 VDOT traffic data for the 0.64 mile segment of Black Cat Road between 1-64 and US 250 Richmond Road, which was used to calculate the peak hour volume (PHV) approaching for the warrant analysis. Table 1. VDOT traffic data summary — Black Cat Road AADT 8000 K factor 0.1447 D factor 0.8908 PHV (AADT*K*D) 1031 Below is the ITE trip generation summary table that was used in combination with the direction factor of Black Cat Road to determine the PHV right and left turns into the establishment. The OTISS graphs showing the source of this information are included as Figures 3 and 4. Table 2. ITE trip generation summary table AM PM Use Description ITE Qty in out Total in out Total Gas/Convenience 945 3739 SF 122 118 240 145 145 290 Right Turn 13 129 Left Turn 109 16 The higher number of right and left turns into Boyd Tavern Market was used in the right and left turn lane warrant analysis, shown in Figures 1 and 2 below. 2 129 120 100 Ct M 0 T Cr IL 80 W J U 2 W C4 z a D H H 40 CL 20 00 41D0 600 800 100 0 200 1400 1160 PH APPROACH TOTAL, VEH IC LES PER Figure 1. Warrant for right turn treatment (2-lane highway) The figure above shows that a turn lane and taper is required for the site. The right turns were taken from Table 2, and the PHV approach total includes additional traffic that is to be generated by the site. 3 F-58 Warrants for Left Turn Storage Lanes on Two -Lane Highways Advancing volume and apposing volumes (VPH), speed and percent left turns are used to determine whether a left turn storage lane is '.warranted on two-lane highways_ The warrants in table below are taken from the .2011 AASHTO Green Book, Chapter 9, Section 9.7.3, Page 9-132, Table 9-23. They - ere derived from Highway Research Report No. 211, Figures 2 through 19, for required storage length determinations. WARRANTS FOR LEFT TURN LANES ON TWO-LANE HIGHWAY VPH ADVANCING VOLUME OPPOSING VOLUME 5% 112% 207 31)a LEFT TURNS LEFF TURNS LEFT TURNS LEFT T,14'•_ 40-MPH DESIGN SPEED' 801) 331) 240 1130 163 601) 411) 305 225 200 400 6611) 380 275 245 201) 641) 470 350 305 101) 721) 515 390 340 5aMPH DESIGN SPEED' 801) 281) 210 165 135 601) 351) 280 195 170 401) 431) 320 240 210 201) 5551) 400 300 270 101) 615 335 295 94MPH DESIGN SPEED' 801) 23D 170 125 115 601) 291) 210 160 140 401) 365 270 200 1755 200 45D 330 250 2155 101) 5505 370 275 240 TABLE 3-1 Source: Adapted from 2011 AAS HTO Green Book, Chapter 9, Section 9.7.3, Page 9-132, Table 9-23 USE DESIGN SPEED IF AVAILABLE, IF NOT USE LEGAL SPEED LIMIT. R r. 7.14 Figure 2. Warrant for left turn lane (2-lane highway) OP�D INJ f �'H: --------- ---- .09 ADVAF40ING VOIJA! P.1" LEPrxmN VOLLME W Example: Two-lane highway with 40-MPH operating speed Opposing Volume (VPH) - 600 Advancing Volume (VPH)-440 Left -Turn Volume (VPH) - 44 or 10% of Advancing Volume With opposing volume (VPH) of 600 and 10 of advancing volume (VPH) making left bums, and advancing volume (VPH) of 305 or more will warrant a left-tum lane_ When the Average Running Speed on an existing facility is available, the corresponding Design Speed may be obtained from Appendix A, Section A-1. 11 The highest amount of left turns into Boyd Tavern is estimated in the morning, with 109 left turns out of a total 1,140 vehicles advancing. The opposing volume at that time is approximately 140 cars. Figure 2 above shows that for a 45 MPH road with 10% of advancing volume being left turns, the threshold of advancing vehicles is 400. Therefore, a left taper is warranted for Boyd Tavern. The following two figures display the source of the estimated trips generated by Boyd Tavern Market. Figure 3.OTISS trip generator A.M. peak hour asolinelService Station With Convenience Market (946) AVERAGE VEHICLE TRIP EMUS VS: 1000 Sq. Feet Gross Floor Area ON A: Week d ay A-M- Peak Kourof Generator DIRECTIONAL DISTRIBUTION: 51 % entering: 49% exiting Data Plot and Equation Ali calculated valaes are based on me selecFed Private Data el. 30-0 218 200 r1 100 -------------------------------------------------------------- r---------------------- X #� y X r' X . .75 ..............` ............. .................... j.... X X 2.79 K . 1000 Sq, Feet Grass Floor Area x Actual Data Paints o Omitted Data Points Fitted Curve - - - - - Average Rate 5 Figure 4. OTISS trip generator P.M. peak hour Gasoiinelervice Station With Convenience Market (946) AVERAGE VEHICLE TRIP ENDS VS: 1000 Sq. Feet Gross Floor Area ON A: eekd ay P-M. Peak Hourof Generator DIRECTIONAL DISTRIBUTION: 50 entering. 50% exiting Data Plot and Equation Al cowalear va+ues are oaseor on me se+eyeor Prrvwe Data set. 300 271 200 100 0 X = 1000 S0. feet Gross Floor Area Actuar data Points o Omitted Data Paints - Fitted Curve - - - - - Average Rate lo'