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05-17-2011 BOS Adjourned Meeting~~~~ ~~~ BOARD PACKET y.~ ri -1 ..~ -.W. ~k3~'~~ r .d.. J: ' ~ ,y. Ap n. ry~~'" h.. ~~ 1*•~~ `~a BOARD OF SUPERVISORS ADJOURNED MEETING MAY } ~ ~ t 17 2 011 ~ ~1 ~~ ,~~ ~ VI 1r , ~ J ~~1y, h Vy wr ~~ ~ ~ 1 ~ ]ti Y ~ 1 ~ ' ~ ~ ~ ' ' i .~ ~~ ~~ .~~ ~' t, K' - ~ •- {~ r. . PITTSYLVANIA COUNTY BOARD OF SUPERVISORS ADJOURNED MEETING TUESDAY, MAY 17, 2011 7:00 P.M. GENERAL DISTRICT COURTROOM EDWIN R. SHIELDS COURTHOUSE ADDITION CHATHAM, VA 24531 AGENDA Call to Order - 7:00 p.m. Roll Call 3. Invocation 4. Pledge of Allegiance 5. Items to be added to the Agenda (a) Closed Session -Discussion with legal counsel hired by the Board of Supervisors concerning litigation of the Pittsylvania County Jail. Authority: §2.2-3711(A)(7) Code of Virginia, 1950, as amended Subject Matter: Civil Rights Act, 42 U.S.C., 1893, County Jail Purpose: Briefing the Board of Supervisors on facts and status -Page 7 6. Approval of Agenda HEARING OF THE CITIZENS CONSENT AGENDA 7(a) Resolution -Robert Dowd -Pages 8-9 PUBLIC HEARINGS Rezoning Cases Case 1: Roland H. Worley -Staunton River District: R-11-013 (R-1, Residential Suburban Subdivision District to A-1, Agricultural District) Case 2: Donald W. Deboe & Kim G. Deboe -Tunstall District: R-11-014 (R-1, Residential Suburban Subdivision District to A-1, Agricultural District) Case 3: English Developers, Inc., & A. Douglas Dalton, Jr.- Banister District: R-11-015 (A-1, Agricultural District to M-2, Industrial District, Heavy Industry) Case 4: Jurgen Walter & Angela S. Walter -Dan River District: R-11-016 (R-1, Residential Suburban Subdivision District to A-1, Agricultural District) Case 5: Archer A. Hyler -Tunstall District: R-11-017 (R-1, Residential Suburban Subdivision District to A-1, Agricultural District) Case 6: Withdrawn: R-11-018 Case 7: Nancy C. Motley, Life Tenant & Ann H. Doss, Remainderman-Banister District: R-11-019 (R-1, Residential Suburban Subdivision District to A-1, Agricultural District) Case 8: James M. Whitt -Tunstall District: R-11-020 (M-2, Industrial District, Heavy Industry to A-1, Agricultural District) 8. Proposed Redistricting Plan entitled Plan B with required amendments to Chapter 8 of the Pittsylvania County Code describing Election Districts, Precincts, and Polling Places. The Pittsylvania County Board of Supervisors will hold a public hearing at 7:00 p.m. on Tuesday, May 17, 2011, in the General District Courtroom of the Edwin R. Shields Courthouse Addition in Chatham, Virginia to receive citizen input on a proposed Redistricting Plan entitled Plan B with required amendments to Chapter 8 of the Pittsylvania County Code describing Election Districts, Precincts, and Polling Places. -Pages 10-67 9. Proposed amendment to the Pittsylvania County Zoning Ordinance, Chapter 35-Zoning, SEC.35-40, PRINCIPAL DEFINITIONS OF THE ZONING ORDINANCE. Accessory Building - to delete the following: An accessory building shall not dominate a principal building in area, extent or purpose. The Pittsylvania County Board of Supervisors will hold a public hearing at 7:00 p.m. on Tuesday, May 17, 2011, in the General District Courtroom of the Edwin R. Shields Courthouse Addition in Chatham, Virginia to receive citizen input on a proposed amendment to the Pittsylvania Count Zonin Ordinance Cha ter 35-Zonin SEC.35-40 PRINCIPAL DEFINITIONS OF THE ZONING ORDINANCE. Accessory Building - to delete the following: An accessory building not dominate a principal building in area, extent or purpose. -Pages 68-77 10. Proposed addition to the Pittsylvania County Code, Chapter 1, under Intergovernmental Agreements to add a Memorandum of Understanding as an intergovernmental agreement on the Southern Virginia Regional Alliance. The Pittsylvania County Board of Supervisors will hold a public hearing at 7:00 p.m. on Tuesday, May 17, 2011, in the General District Courtroom of the Edwin R. Shields Courthouse Addition in Chatham, Virginia to receive citizen input on a proposed addition to the Pittsylvania County Code, Chapter 1, under Intergovernmental Agreements to add a Memorandum of Understanding as an intergovernmental agreement on the Southern Virginia Regional Alliance. -Pages 78-99 UNFINISHED BUSINESS 11. Regional One -June 2011 Appropriation (At the May 2, 2011 Board meeting, motion was made by Mr. Davis, seconded by Mr. Pritchett to approve an appropriation of $S, 833.33 for payment to Regional One for June 2011, which required a 10-day layover that has now been met). - Pages 100-101 12. Legal Services Appropriation (At the April 19, 2011 meeting, motion was made by Mr. Harville, seconded by Mr. Ecker, which required a 1 D-day layover that has now been met). -Pages 102-106 13. Expenditure Refunds - (At the May 2, 2011 Board meeting, motion was made by Mr. Harville, seconded by Mr. Ecker, to reappropriate funds as follows: $1 S. 77 to Board of Supervisors-Travel (100-4-DI 101 D-SSDO), $35.00 to Sheriff-National Night Out (100-4-031200-5880), $60.00 to Sheriff- Parts (100-4-031200-6030), $250.00 to Sheriff-Labor (100-4-031200-6031), $124.24 to Extradition (100-4-033100-SSSO), $1,482.00 to B&G-Service Contracts-Equipment (100-4-043100-3320), $21.90 to Library-Telephone (100-4-073]00-5230), $260.00 to Library-Postage (100-4-073100- 521 D), $66.33 to Economic Development-Office Supplies (100-4-082510-6001), $9, 745.03 to WIA- Rent (251-4-353160-5420, $7, 386. SO to Berry Hill-Engineering (325-4-815526-3163), which required a 10-day layover that has now been met). -Pages 107-110 NEW BUSINESS 14. Amended Plan for County Re-Districting Plan B1; Mr. Ingram -Pages 111-119 15. Recommendations from Properties & Building Committee - (Committee to meet at 5 p.m. on Tuesday, May 17, 2011 in County Administrator's Conference Room. .See Attached Agenda) (a) CLOSED SESSION-Discussion or consideration of the disposition of publicly held real property, where discussion in an open meeting would adversely affect the bargaining position or negotiating strategy of the public body. Authority: §2.2-3711(A)(3) of the Code of Virginia, 1950, as amended Subject Matter: old Chatham Elementary School Purpose: Disposition of property -Page 120 16. Recommendations from Solid Waste Committee - (Committee to meet immediately following the Properties & Building Committee meeting on Tuesday, May 17, 2011 in the County Administration Conference Room, Moses Building, located at 21 North Main Street, Chatham, Virginia. See Attached Agenda). -Page 121 (a) Pittsylvania County Landfill Tipping Fee Waiver (b) Status of Landfill Expansion 17. Request for Public Hearing; Proposed Amendment to Chapter 21 of the Pittsylvania County Code -Water & Sewer -Pages 122-140 18. Lease Agreement - Mt. Hermon Precinct -Page 141 19. Additional Appropriation for Central Accounting - Requires a motion and a 10-day layover - Page 142 20. Change Order #5; Olde Dominion Agricultural Center (ODAC) Water & Sewer Extension - Pages 143-145 21. Supplement to Water & Sanitary Sewer Project - Olde Dominion Agricultural Complex - Requires a motion and a 10-day layover -Pages 146-148 22. Appropriation for Board of Supervisors - Requires a motion and a 10-day layover -Pages 149-150 23. Award Contract to LE&D Professionals, Personnel Committee for Engineering Services-Water & Sanitary Sewer; former Klopman Mills textile facility, Hurt, Virginia -Pages 151-164 BOARD APPOINTMENTS 24. Appointment to Southern Area Agency on Aging - Mr. Willie Thornton has resigned, leaving an unfilled position with a term that will end August 22, 2012. -Page 165 CLOSED SESSION BOARD ANNOUNCEMENTS REPORTS FROM LEGAL COUNSEL REPORTS FROM COUNTY ADMINISTRATOR -Page 166-174 AllJOURNMENT ITEMS TO BE ADDED PITTSXLVANIA COUNTY Board of Supervisors EXECUTIVE SUMMARY AGENDA TITLE: Closed Session-Discussion with County Attorney and the Board of Supervisors concerning litigation of the Pittsylvania County Jail AGENDA DATE: OS-17-2011 ACTION: ITEM NUMBER: SUBJECT/PROPOSAL/REQUEST: Closed Session STAFF CONTACT(S): William D. Sleeper 5 (a) INFORMATION: CONSENT AGENDA: ACTION: INFORMATION: ATTACHMENTS: No REVIEWED BY: BACKGROUND: Closed Session: Discussion with legal counsel hired by the Board of Supervisors concerning litigation of the Pittsylvania County Jail. Authority: 2.2-3711(A)(7) Code of Virginia, 1950, as amender Subject Matter: Civil Rights Act, 42 U.S.C., 1893, County Jail Purpose: Briefing the Board of Supervisors on facts and status RECOMMENDATION: P7 HEARING OF THE CITIZENS CONSENT AGENDA PITTSYLVANIA COUNTY Board of Supervisors EXECUTIVE SUMMARY AGENDA TITLE: Resolution -Robert Dowd SUBJECT/PROPOSAL/REQUEST: Resolution on Retirement STAFF CONTACT(S): William D. Sleeper AGENDA DATE: OS-17-2011 ACTION: CONSENT AGENDA: ACTION: Yes ATTACHMENTS: Yes 7 (a) INFORMATION: INFORMATION: REVIEWED BY: BACKGROUND: Mr. Robert Dowd took over the directorship of the West Piedmont Planning District Commission (WPPDC) after Pittsylvania County hired Mark Henne. Mr. Dowd has been with the WPPDC since 1987 as the director. Along with Joan Hullet, Robert Dowd had provided exceptional leadership and support for all the localities of WPPDC throughout those years. Since Robert Dowd will be retiring as Director of the West Piedmont Planning District Commission on June 30, 2011, it is this staff's opinion the Board of Supervisors owes a debt of gratitude to Robert Dowd for his significant amount of service to the County throughout the years, particularly with relationships to the Metropolitan Planning Organization (MPO). Attached hereto is Resolution 2011-OS-Ob to be presented at the next MPO meeting from the Board of Supervisors. RECOMMENDATION: Staff recommends the Board of Supervisors approved the attached Resolution #2011-OS-06 and authorize representatives of the MPO to present the resolution on the behalf of the Board of Supervisors at his retirement. P8 PITTSYLVANIA COUNTY BOARD OF SUPERVISORS RESOLUTION 2411-05-06 VIRGINIA: At the regular meeting of the Pittsylvania County Board of Supervisors held on Tuesday, May 17, 201 1, in the General District Courtroom of the Edwin R. Shields Courthouse Addition, the following resolution was presented and adopted: WHEREAS, Mr. Robert W. Dowd, the executive director of the West Piedmont Planning District Commission, has announced his retirement on June 30, 2011; and WHEREAS, Robert Dowd began his exemplary career with the West Piedmont District Planning Commission in 1977 as a senior planner, and ten years later, in 1987, Mr. Dowd was promoted to the executive director of the West Piedmont Planning District Commission and has served in that capacity with great distinction; and WHEREAS, Robert Dowd has contributed to the region's economy by establishing an Economic Development District and assisting with many federally funded economic development projects and the development of economic development plans; and WHEREAS, Robert Dowd has been instrumental in developing awell-planned transportation network by developing numerous transportation plans and studies, and by serving as the Danville Metropolitan Planning Organization's Administrator throughout his tenure as West Piedmont Planning District Commission Executive Director; and WHEREAS, Robert Dowd has tirelessly given his time and effort to improve the services of the West Piedmont Planning District Commission, and to assist staff, citizens and public officials with all local and regional planning needs; and WHEREAS, Robert Dowd has played a crucial role in the growth and development of Pittsylvania County, as well as the surrounding Counties of Henry, Patrick and Franklin and the Cities of Martinsville and Danville, for more than three decades, giving his invaluable expertise to governmental officials by orchestrating cooperation between local, state and federal agencies, bringing innovation to the local planning, updating comprehensive plans for many localities, including Pittsylvania County, guiding localities on the best use of their community resources, and crafting a careful balance between residential, institutional and industrial needs-all geared towards improving the quality of life in Pittsylvania County and surrounding localities; then THEREFORE, BE IT HEREBY RESOLVED, on the behalf of the citizens of Pittsylvania County, the Board of Supervisors would like to express their sincere gratitude to Mr. Robert W. Dowd for his distinguished service as Executive Director of the West Piedmont Planning District Commission and Administrator for the Danville- Pittsylvania Metropolitan Planning Organization and wish him the best in his retirement; and BE IT FURTHER RESOLOVED that a copy of this resolution be presented to Mr. Robert W. Dowd Given under my hand this 17th day of May, 2011. Tim R. Barber, Chairman Pittsylvania County Board of Supervisors William D. Sleeper, Clerk Pittsylvania County Board of Supervisors P9 PUBLIC HEARINGS (BOOKLET and/or ENCLOSURE) PITTSYLVANIA COUNTY Board of Supervisors EXECUTIVE SUMMARY AGENDA TITLE: Public Hearing -Redistricting Plan B AGENDA DATE: ITEM NUMBER: SUBJECT/PROPOSAL/REOUEST: Public Hearing STAFF CONTACT(S): William D. Sleeper OS-17-2011 ACTION: Yes CONSENT AGENDA: ACTION: INFORMATION: INFORMATION: ATTACHMENTS: Yes REVIEWED BY: BACKGROUND: In January 2011 the Pittsylvania County Board of Supervisors appointed a redistricting committee to review the Census data for Pittsylvania County and propose a plan to re-apportion the County as required by Virginia State Statute. DISCUSSION: Attached hereto is a copy of Plan B, unanimously approved by the Re-Districting Committee made up of fifteen (15) citizens of Pittsylvania County. This plan went through significant efforts in trying to maintain a majority minority district in Pittsylvania County, which required a number of areas along RT 40 to be transferred from the Staunton River District to the Banister District. There are several other smaller areas around the borders of the Banister District that were moved to other districts as well as areas taken into the Banister District to maintain the minority status of that district. Chapter 8 of the Pittsylvania County Code is a description of the metes and bounds of each of the districts proposed in Plan B. In addition, a portion of Chapter 8 describes in detail the metes and bounds of the proposed precincts in Pittsylvania County adjusted to fit into those districts. One major change was the entire precinct of Bearskin that was in the Tunstall District is being moved to the Callands-Gretna District because Tunstall had to have at least 1000 people moved out of its district to surrounding districts to meet the ideal population requirements of one man one vote. Furthermore, this public hearing includes the following proposed polling place changes: 640 Rescue Squad Building to Riceville-Java Fire Department; Gretna Elementary School to Gretna Fire Department; and Woodmen of the World Building to Mt. Hermon Courtyard. A complete listing of the existing and proposed precinct polling places is also attached. RECOMMENDATION: Staff submits this plan to the Board of Supervisors for their review and consideration and approval. The vote approving Plan B would also be approving all the necessary amendments to Chapter 8 to identify the metes and bounds of the required districts and the Board of Supervisors should order this plan to be submitted to the Department of Justice for pre-clearance. This motion requires a Roll Call Vote. P10 PITTSYLVANIA COUNTY VIRGINIA William D. Sleeper County Administrator P.O. Box 426 Chatham, Virginia 24531 dan.sleeper~lpittgov.org Phone (434) 432-7710 Fax (434) 432-7714 Gretna/Hurt (434) 656-6211 Bachelors Hall/Whitmell (434) 797-9550 Memorandum To: The Honorable Members of the Pittsylvania Cou and of Supervisors From: William D. Sleeper, County Administrator Date: May 17, 2011 Subject: Redistricting The Board of Supervisors will be reviewing and approving redistricting plans for the County at the May 17, 2011 meeting. "there are two proposals on the table; one for Plan B, and request from Mr. Fred Ingram for Plan B1. In the May 2, 2011 Board packet we sent out maps and a summary of voting strengths established in the Banister District by percentage. This was removing numbers from the Green Rock Correctional Center, since the law required us to count those numbers in the Census and those inmates are not citizens of Virginia to begin with, therefore to ensure that we have adequate voting strength, we subtracted those numbers to get the real voting percentage for the minority district. The summary charts for population, racial demographics, and voting age for Plan B and Plan B 1 in your May 17, 2011 Board packet have slightly different numbers than originally presented because in the detail doing the actual metes and bounds descriptions of all of the districts and all of the precincts, there were four (4) errors found where individuals counted in the Banister District were actually across the street in the final detailing of the mapping that caused an anomaly in the calculations. Therefore, the final calculations you currently have attached in this Board packet are correct and match all of the descriptions identified in the ordinance. It basically moved fourteen (14} people out of the Banister District back into other districts where these calculation errors had occurred. That is reason that some of the numbers are different on your charts by 1/10'h of 1 %. W S/rf P11 PUBLIC HEARING NOTICE The Pitts•Ivania County Board of Super~asors will hold a public heanng on Tuesday, Alav 17, 2011, 7:00 p.m., In the General District Courtroom of the F.dwin R. Shields Courthouse Addlhon in Chatham, Virglrua to receive nhzen Input on a proposed Redlstnctmg Plan entitled Plan B wdh required amendments to Chapter S of the Pittsylvania County Ccxle desaibing F.lec6on Districts, Preancts, and Polling Places. A full text of this proposed amendment is on dlspla~~ for public vrewing m the County Admlmstrator"s office at 21 :~orih ?Main Street. Chatham, \51-~inia !Monday - Friday between the hours of S:OOa.m and S:UOp.m. Pittsylvania County Redistricting 2011 t. ~ _.~ Proposed Election Districts Plan "B" Scale: 1 Ir:ch=6,000 Feet . f~~,~ .~~ *;~• ~:., f.y 4 j `' .1~ 4~~s^ .~.~ 4~~:'" .'y i ",'~a~ s J 'r `Y. unklir3.`r Huli a.r ~ Board tJSupen•u~ncr MemberAJJress Lurafiotts Q ,Srhau! Ruord Membrr .4 ddrec~ Locations Hydrolo~• --- Radrnss ,Slreeh r_ ~~ Township of Chalhum C'ify of Dum•i//e .~'urlh Carolina Legend To~~nrhip n/ rirelna _~ Tuwnskip of Hurr Pilnylvunia Cuanh~ 1'irginia C'oanliCf Hydrvlupy.4rrur O Election DirVic/.r • 2003 (E.risiie~ Bunislcr Dislrirl- P1~ 2(PruposedJ Callandr-(irerna - 2Ul ! (Prvp~nedJ Chatham-R/ovs !)irtrief - IUl f (Proposed) Dan Ri~xr Dirbict - 1U1! (Proposed/ Sraanlun Ri~rr Dis/riel - 2U!! (Proposed) Tanslull Disbicv - 1U!/ (Pruposedj N'isluver Disfrief - I U!l (Proposed) PUBLIC HEARING NOTICE The I'itts~~h-ania c: ounh Board of Supervisors Null hold a public heanng on Tuesday,l9ay 17, 2011, 7:00 p.m., m the Grnrrel [?istnd Courtfuom of the I:dwm N. Shields C'ourthouse.4ddi6on mChatham, V~rgtnia h> receive ahzen input on a purposed Redistndmg Plan enhtled Plan $ w8h rc~ywnd amendments to Chapter F of the P~ttsylvama County Code desmbmg Election D~stncts, Preanets, and I'olhng Places. A full text of this purposed amendment is on display for public viewing rn the County Administrator`s office at 21 North 1~ taro Street, Chatham, \'irl;uua Monday - Fnday betH~een the hours of S:OOa.m and S:00p.m. Pittsylvania County Redistricting 2011 Fl • ' ~ Proposed ~ 1 ~,~t '; ~'`' Election Districts ' ;~,,: `'~ Plan „8„ ~ `,~. ,^ ~p ff Scale: ~;, ~'~•`~ 1 ~,rt.. ~ -. ~~{' ,:~+~ 1 Inch=6,000 Feet 'y~G_~~' ___~_ y Legend _ Rrwrd J,Srprn•i,ure ~_-' Towaa6ip n/(ircJna MernbcrAddrrs. Lrxwnuws ~~~ Srhool RuarJ.Hawbrr f__J Tu»•wahip u/Hwrl .4ddren L«•afians Pillryl.rnia C'urarr Npdalop. _. 67rginia Cornfiea ' d~ulo a H A .5 6ce1e y gy rc r ._. -~~ TuwiuJ.ip n/C'tafFum O Election Dirhiclf - 2003 {E.~uling) C uv o/ Uanvdk Baaulo UiafriCl - ' /Per pmel/ 3 p 1 C'aQanrls-(irelna - 10l! (Per pnae~ C'hufharw-Blain Uialricr-101/ {Piopuxd) /7aa River (1iJfricl- 1U/ 1 (Prapmtd) .1'farafun Rivet Uifbrrf -1U!! (Praprn~eJ) Trmm!/ Oisfrid - 1U1 ! (PrupwedJ N'eafuver Dubuf - 1011 (PrnpmeQ it f~ !r .. fir. ~~ ~~~fr ~~' - N Wes" `'~ E S Bedford Pittsylvania County ~ ~ ^ , Redistricting 2011 f ~ ~ '\ r~'GY1.. Proposed Election Districts -~ c ~ Plan "B" ,:~, . Sc~/r: 1 Inch = 6.0(1(1 Feel ~~~ ~r Campbell i Frankli Ha/i ax Henry C i, North Carotin Legend Roard of Supervisors ~ Township ojGrelnu MemAcrAddress Locolians ~7 Q Township of Hurt SrhnoF Roard Memhcr O Addrerr Lncalians Pitlrylvanio County ---- Hydrologry -~ 1'irginia Cnuntiea ---- Railwayr ; Hydrology Areas ~ --- Streets ,~ "; Township njChatham -_~ ~ Election Usstricts -100J (ExislingJ CiryoJUanvAle RanisYnDistrict-201J(Proposedl CaRands-Gretna - 2017 (Proposed) Chatham-R/airs Dis7ricY - 5011 (Proposed Dan Rives District - 101 J (P~aposed) Slaanton River Dirtrirt- 1011 (ProporedJ Tunsra/! District - 2011 (Proprned) N'es4ovo District - 201 !(Proposed) P14 1~ J ~` N (~ C '~"~ (6 O d' M ~\ 00 \ CO \ N o t,i) ~ N ~ a~ ~ !~ ~ oa r- t- N c0 N cD E O O O O Q O O O CD d' r O 1~ O r' ~ N ~ •- M N ~ o a o o ~ o ~ I~ d' ~ N 00 ~t O CO ~ f~ O N M ~ ~ ~ ~ N N E ~~ M N M O f~ In '~T' O O O M M ,r- ~ - ~ i ~ i M ~ N i N N ~ i O O O O M ~- O M M N 1~ O' .- ~ tf7 M M ~, M N N' ~I N ti N ti N ti N ~ NI ~~ N ti OH O O O' O O O O O O Oi 0~ 0! OI I O 1 o, 0 cQ ~ ~- CO r` M r~ O cfl M ~- C~ o • ~ O O 00 Cfl 00 M' O; i~ M M O MI O ~' S , CO i V ~ H ~_ ~ r N M ~ ip D ~ ~ .N N ~ C ~ N (~ x (B (~ m C U ~L ~_ i U _N C! 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The precinct for each election district and the polling place for each precinct shall be set forth below: (B.S.M. 6/5/89), (B.S.M. 1/2/90), (Dept. Justice (10/12/91), (B.S.M. 9/3/96), (B.S.M. 12/16/03), (B.S.M. 1/5/03), (B.S.M. 3/16/04), (B.S.M. 7/20/04), (B.S.M. 4/19/05), (B.S.M. 5/16/06) (B.S.M. 6/19/07), (B.S.M. 8/04/08), (B.S.M. 8/19/08) (B.S.M. 3/16/10) PRECINCT POLLING PLACE CHATHAM-BLAIRS_ ELECTION DISTRICT Twin Springs Twin Springs Elem. School Chatham Precinct Old Chatham Elementary School (Old Library Building) Tunstall Precinct Tunstall High School West Blairs Precinct Blairs Vol. Fire & Rescue CALLANDS-GRETNA ELECTION DISTRICT Callands Precinct Callands VFD Sandy Level Precinct Cool Branch Vol. Rescue Squad Climax Precinct Climax Ruritan Club Gretna Precinct Gretna Senior H.S. BANISTER ELECTION DISTRICT Central Precinct Chatham Elementary School Riceville Precinct 640 Rescue Squad Bldg. East Blairs Precinct Southside Elementary School Mt. Airy Precinct Mt. Airy Elem. School East Gretna Precinct Gretna Elem. School DAN RIVER ELECTION DISTRICT Keeling Precinct Kentuck Precinct Ringgold Precinct Keeling Vol. Fire Dept. Dan River High School Ringgold Vol. Fire & Rescue STAUNTON RIVER ELECTION DISTRICT Hurt Precinct John L. Hurt, Jr. Elem. School Motley-Sycamore Precinct Motley Community Ctr. Renan Renan Vol. Fire Dept. P19 TUNSTALL ELECTION DISTRICT Bearskin Precinct Brosville Precinct Stony Mill Precinct Swansonville Precinct Whitmell Precinct Dry Fork Precinct Union Hall Elem. School Brosville Middle School Stony Mill Elem. School Katies, Inc., Store Tunstall Volunteer Fire Department Dry Fork Volunteer Fire Department WESTOVER ELECTION DISTRICT Bachelors Hall Precinct Bachelors Hall Vol. Fire Dept. Ferry Road Precinct River Bend Vol. Fire Dept. Mt. Hermon Precinct Woodmen of the World Building Mt. Cross Precinct Mt. Cross Vol. Fire Dept. CENTRAL ABSENTEE PRECINCT Central Absentee Precinct Old Chatham Elementary School (Old Library Building) P20 Proposed Precinct Changes SEC.8-7. PRECINCTS. The precinct for each election district and the polling place for each precinct shall be set forth below: (B.S.M. 6/5/89), (B.S.M. 1/2/90), (Dept. Justice (10/12/91), (B.S.M. 9/3/96), (B.S.M. 12/16/03), (B.S.M. 1/5/03), (B.S.M. 3/16/04), (B.S.M. 7/20/04), (B.S.M. 4/19/05), (B.S.M. 5/16/06) (B.S.M. 6/19/07), (B.S.M. 8/04/08), (B.S.M. 8/19/08) (B.S.M. 3/16/10) POLLING PLACE CHATHAM-BLAIRS ELECTION DISTRICT Twin Springs Twin Springs Elem. School Chatham Precinct Old Chatham Elementary School (Old Library Building) Tunstall Precinct Tunstall High School West Blairs Precinct Blairs Vol. Fire & Rescue CALLANDS-GRETNA ELECTION DISTRICT Callands Precinct Callands VFD Sandy Level Precinct Cool Branch Vol. Rescue Squad Climax Precinct Climax Ruritan Club Gretna Precinct Gretna Senior H.S. Bearskin Precinct Union Hall Elem. Schoo] BANISTER ELECTION DISTRICT Central Precinct Chatham Elementary School Riceville Precinct Riceville-Java Fire Department East Blairs Precinct Southside Elementary School Mt. Airy Precinct Mt. Airy Elem. School Eas[ Gretna Precinct Gretna Fire Department DAN RIVER ELECTION DISTRICT Keeling Precinct Kentuck Precinct Ringgold Precinct Keeling Vol. Fire Dept. Dan River High School Ringgold Vol. Fire & Rescue STAUNTON RIVER ELECTION DISTRICT Hurt Precinct John L. Hurt, Jr. Elem. School Motley-Sycamore Precinct Motley Community Ctr. Renan Renan Vol. Fire Dept. P21 TUNSTALL ELECTION DISTRICT Brosville Precinct Brosville Middle School Stony Mill Precinct Stony Mill Elem. School Swansonville Precinct Katies, Inc., Store Whitmell Precinct Tunstall Volunteer Fire Department Dry Fork Precinct Dry Fork Volunteer Fire Department WESTOVER ELECTION DISTRICT Bachelors Hall Precinct Bachelors Hall Vol. Fire Dept. Ferry Road Precinct River Bend Vol. Fire Dept. Mt. Hermon Precinct Mt. Hermon Courtyard Mt. Cross Precinct Mt. Cross Vol. Fire Dept. CENTRAL ABSENTEE PRECINCT Central Absentee Precinct Old Chatham Elementary School (Old Library Building) P22 CHAPTER 8 MAGISTERIAL DISTRICTS Article I. In General 8- I . Creation § 8-2. Names and Population of Magisterial Districts § 8-3. Boundaries of Magisterial Districts § 8-4. Supervisors/Elected School Board § 8-4.1. Ternis of Office Article II. Election Districts § 8-5. Creation of Election District, Precincts and Polling Places § 8-5.1. Election Districts Established; Names and Populations § 8-6. Boundaries of Election Districts § 8-7. Precincts § 8-8. Notification of Change § 8-9. Central Absentee Voter Election District P23 CHAPTER 8 Article I. MAGISTERIAL DISTRICTS AND ELECTION DISTRICTS SEC. 8-1. CREATION. Pursuant to authority contained in the Code of Virginia, 1950, as amended, Section 15.2-1400 and Section 15.2-1211, the magisterial districts are to stay the same and new election districts are to be created and established as set forth in this ordinance. SEC. 8-2. NAMES AND POPULATIONS OF THE MAGISTERIAL DISTRICTS. The magisterial districts with population are set forth as follows: Name Population Blairs Magisterial District 9,724 Callands-Gretna Magisterial District 9,268 Chatham Magisterial District 7,310 Dan River Magisterial District 9,872 Staunton River Magisterial District 9,296 Tunstall Magisterial District 11,168 Westover Magisterial District 9,509 SEC. 8-3. BOUNDARIES OF THE MAGISTERIAL DISTRICTS. Boundary descriptions of the Magisterial Districts are as follows: Blairs Magisterial District Beginning at the intersection of State Road 41 with the corporate limits of the City of Danville; thence with State Route 41 in a northwesterly direction to the intersection of Route 41 with Secondary Route 718; thence with Route 718 in an easterly or northeasterly direction to the intersection of Route 718 with Route 640; thence with Route 640 in a northeasterly direction to the intersection of Route 640 with Route 832 near Shockoe; thence with Route 832 in a westerly direction to the intersection of Route 832 with Shockoe Creek; thence in a northeasterly direction down Shockoe Creek as it meanders to the intersection of Shockoe Creek with Banister River; thence with Banister River as is meanders in a generally northeasterly direction to the intersection of Banister River with the Pittsylvania-Halifax County Line; thence with the Pittsylvania-Halifax County Line in a southerly direction to the intersection of the Pittsylvania-Halifax County Line with Birch Creek; thence with Birch Creek in a generally westerly direction as it meanders (crossing U.S. Route 360) and continuing with Birch Creek and a straight line extended to a point at the intersection of Secondary Routes 910 and 726; thence south with Route 910 to its dead end; thence a straight line extended from the end of Route 910 to Lawless Creek; thence in a generally southerly direction with Lawless Creek to the intersection of Lawless Creek and Route 719; thence P24 in an easterly direction with Route 719 to the intersection of said Route 719 and U.S. Route 360; thence with Route 360 in a southerly or southwesterly direction to the corporate limits of the City of Danville; thence with the corporate limits of Danville in a counterclockwise direction to the point of beginning. Callands-Gretna Magisterial District Beginning at the intersection of the Pittsylvania-Henry County line with State Route 57; thence with the Pittsylvania-Henry County Line in a northerly direction and then with the Pittsylvania- Franklin County Line in a northerly direction to the intersection of the Pittsylvania-Franklin County Line with the Pittsylvania-Bedford County Line at a point in Smith Mountain Lake; thence with the Pittsylvania-Bedford County Line as it meanders in an easterly direction which is along Staunton River (or Roanoke River) or the former location of said river bed to the Pittsylvania- Campbell County Line at a point in Leesville Lake; thence with the Pittsylvania-Campbell County Line running through Leesville Lake and continuing past Leesville Dam along Staunton River as it meanders and the Pittsylvania-Campbell County Line to a point in Staunton River; thence in a southeasterly direction from said point in Staunton River to Secondary Route 924 where it ends; thence with Route 924 in an southerly direction to its intersection with Route 638; thence with said Route 638 in a southerly direction to the intersection of Route 638 with Route665; thence with Route 665 in a southerly direction to the intersection of Route 665 with U.S. Route 29; thence continuing with Secondary Route 665 in a southeasterly direction to the intersection of Route 665 with State Route 40; thence with Route 40 in an easterly direction to the intersection of Secondary Route 685 with State Route 40; thence with Route 685 in a southerly direction to the intersection of Route 685 with Route 649; thence with Route 649 in a westerly direction to the intersection of Route 649 with Route 750 at Greenpond; thence with Route 750 in a southerly direction to Strawberry Creek; thence up Strawberry Creek as it meanders in a westerly direction to Route 612; thence with Route 6l 2 in a westerly direction to the intersection of Route 612 with State Route 41; thence with Route 41 in a northerly direction to the intersection of Route 41 with Secondary Route 818; thence with Route 818 in a northwesterly direction to State Route 57 at Grady; thence with Route 57 in a westerly direction to the point of beginning. Chatham Magisterial District Beginning at the intersection of Secondary Route 750 with State Route 41; thence with Route 41 in a westerly and northerly direction to the intersection of Route 41 with Secondary Route 612; thence with Route 612 in an easterly direction to the intersection of Route 612 and Strawberry Creek; thence down Strawberry Creek as it meanders in a northeasterly direction to the intersection of Strawberry Creek and Secondary Route 750; thence with Route 750 in a northerly direction to the intersection of Route 750 with Route 649 at Greenpond, thence with Route 649 in an easterly direction to the intersection of Route 649 with U.S. Route 29 near Whittles; thence continuing with Secondary Route 649 in a generally southeasterly direction to the intersection of Route 649 and Route 685; thence with Route 685 in a northerly direction to the intersection of Route 685 with Route 927 near Chalk Level; thence with Route 927 in an easterly direction to Route 938; thence with Route 938 in a southeasterly direction to the intersection of Route 938 with Route 683; thence with Route 683 in a southerly direction to the intersection of Route 683 with Route 686; thence with Route 686 in an easterly direction to the intersection of Route 686 with Banister River; thence with Banister River in a southeasterly direction as it meanders to the intersection of Banister River with Shockoe Creek; thence up Shockoe Creek as it meanders in a southwesterly direction to the P25 intersection of Shockoe Creek with Secondary Route 832; thence with Route 832 in a southwesterly direction to the intersection of Route 832 with Route 644 near Shockoe; thence with Route 640 in a southwesterly direction to the intersection of Route 640 with Route 718; thence with Route 718 in a westerly or southwesterly direction to the intersection of Route 718 with U.S. Route 29; thence continuing with Secondary Route 718 in a westerly or southwesterly direction to the intersection of Route 718 with State Route 41; thence with Route 41 in a northwesterly direction to the point of beginning. Dan River Magisterial District Beginning at the intersection of Dan River with the Virginia-North Carolina State Line; thence with the said Dan River in a northerly direction to the corporate limits of the City of Danville, thence with the corporate limits line in a counterclockwise direction to U.S. Route 360; thence with said Route 360 from its intersection with the corporate limits of the City of Danville in a northerly or northeasterly direction to the intersection of U.S. Route 360 with Secondary Route 719; thence with Route 719 in a northerly direction to the intersection of Route 719 with Lawless Creek; thence in a northeasterly direction with Lawless Creek as it meanders to a point in Lawless Creek extending a straight line to the end of Secondary Route 910; thence with Route 910 in a northeasterly direction to the intersection of Route 910 with Route 726; thence a straight line extending from said intersection in a northeasterly direction to Birch Creek; thence down Birch Creek as it meanders in a generally easterly direction to the intersection of Birch Creek with the Pittsylvania-Halifax County Line; thence with the Pittsylvania-Halifax County Line in a southerly direction to the intersection of said County Line with the Virginia-North Carolina State Line; thence with the Virginia-North Carolina State Line in a westerly direction to the point of beginning. Staunton River Magisterial District Begiruiing at a point at the intersection of the Pittsylvania-Halifax County Line with Banister River; thence with said Banister River in a westerly direction to the intersection of Banister River with Secondary Route 686; thence with Route 686 in a northwesterly direction to the intersection of Route 686 with Route 683; thence with Route 683 in a northerly direction to the intersection of Route 683 with Route 938; thence with said Route 938 in a northerly direction to its intersection with Route 927; thence with Route 927 in a westerly direction to the intersection of Route 927 with Route 685; thence with said Route 685 in a northerly direction to the intersection of Route 685 with State Route 40; thence with Route 40 in a westerly direction to the intersection of Route 40 with Secondary Route 665; thence with Route 665 in a northwesterly direction to the intersection of Route 665 with U.S. Route 29; thence continuing with Secondary Route 665 in a northerly direction to the intersection of Route 665 with Route 638; thence with Route 638 in a northerly direction to its intersection with Route 924; thence with Route 924 in a northwesterly direction to the point where it ends and continuing in a northwesterly direction in a straight line to a point in Staunton River; thence with the Pittsylvania-Campbell County Line which is down Staunton River as it meanders in a generally easterly direction to the intersection of the Pittsylvania-Campbell County Line with the Pittsylvania-Halifax County Line; thence with the Pittsylvania-Halifax County Line in a southerly direction to the point of beginning. P26 Tunstall Magisterial District Beginning at the intersection of Sandy River with the corporate limits of the City of Danville; thence up Sandy River as it meanders in a westerly or northwesterly direction to the intersection of Sandy River with Secondary Route 863; thence with Route 863 in a southerly direction to the intersection of Route S63 with State Route 51; thence with Route 51 in a westerly direction to the intersection of Route 51 with the westbound lanes of U.S. Route 58 near Callahan's Hill; thence wit the westbound lanes of Route 5$ in a westerly direction to the intersection of the westbound lanes of Route 58 with the Pittsylvania/Henry County Line; thence with the Pittsylvania-Henry County Line in a northerly direction to the intersection of the Pittsylvania-Henry County Line with State Route 57; thence with Route 57 in an easterly direction to the intersection of Route 57 with Secondary Route 818 at Grady; thence with Route 818 in an easterly direction to the intersection of Route 818 with State Route 41; thence with Route 41 in a southerly or southeasterly direction to the corporate limits of the City of Danville; thence with the corporate limits of Danville in a counterclockwise direction to the point of beginning. Westover Magisterial District Beginning at the intersection of the Virginia-North Carolina State Line with Dan River, south of Danville Municipal Airport; thence with the Virginia-North Carolina State Line in a westerly direction to the intersection of the Virginia-North Carolina State Line with the Pittsylvania-Henry County Line; thence with the Pittsylvania-Henry County Line in a northerly direction to the intersection of the Pittsylvania-Henry County Line with the westbound lane of U.S. Route 58; thence with the westbound lanes of Route 58 in an easterly direction to the intersection of the westbound lanes of Route 58 with State Route 51 near Callahan's Hill; thence with Route 51 in an easterly direction to the intersection of Route 51 with Secondary Route 863; thence with Route 863 in a northerly direction to the intersection of said Route 863 with Sandy River; thence down Sandy River as it meanders in an easterly or southeasterly direction to the intersection of Sandy River with the corporate limits of the City of Danville; in a counterclockwise direction following the corporate limits to the intersection of Dan River; thence with said Dan River in a southerly direction to the point of beginning. SEC. 8.4. SUPERVISORS/ELECTED SCHOOL BO One (1) supervisor shall be elected from each election district created by the ordinance. One (1) school board member shall be elected from each district. (B.S.M. 1/2/90) SEC. 8-4.1. TERMS OF OFFICE. Each of the seven (7) members of the Board of Supervisors shall be elected to serve a term of four (4) years, to commence on the first (1 S`) day of January in the year following his or her election to the Board of Supervisors. Seven members of the Pittsylvania County School Board shall be elected in accordance with Section 22.1-57.3:1.2. (B.S.M. S/17/Il) P27 Article II. ELECTION DISTRICTS SEC. 8.5. CREATION OF ELECTION DISTRICTS, PRECINCTS AND POLLING PLACES. Pursuant to authority contained in the Code of Virginia, 1950, as amended, Section 24.2-304.1 through 24.2-312, the precincts and their respective polling places for Pittsylvania County, Virginia, are hereby created and established as set forth in this ordinance. (B.S.M. 1/2/90) (B.S.M. S/17/I1) SEC. 8-5-1. ELECTION DISTRICTS ESTABLISHED; NAMES AND POPULATIONS Pursuant to authority contained in the through 24.2-312, established as set follows: and 15.2-1211 the forth in this article. Code of Virginia, 1950, as amended Sections 24.2-304.1 election districts of the county are hereby created and The election districts with populations set forth are as (1) Chatham-Blairs Election District .............................. 9,091 (2) Callands-Gretna Election District .............................. 8,966 (3) Banister Election District .......................................... 8,625 (4) Dan River Election District ...................................... 9,384 (S) Staunton River Election District ................................ 8,769 (6) Tunstall Election District ........................................ 9,358 (7) Westover Election District ....................................... 9,313 SEC. S-6. BOUNDARIES OF ELECTION DISTRICTS. B.S.M. 10/7/02) Chatham-Blairs Election District Beginning at the intersection of the Norfolk Southern Railway on US Route 29 Business Bridge in Blairs; thence in a northwesterly direction along the centerline of the Norfolk Southern Railway to its intersection with East Witt Road (SR 719); thence in a westerly direction along the centerline of East Witt Road (SR 719) to its intersection with Mount View Road (SR 745); thence in a westerly direction along Mount View Road (SR 745) to the intersection of West Witt Road (SR 719); thence in a southwesterly direction along the centerline of West Witt Road (SR 719) to its intersection with Mount Hermon Circle (SR 744); thence in a southwesterly direction along Mount Hermon Circle (SR 744) to its intersection with Franklin Turnpike (SR 41); thence in a southerly direction along the centerline of Franklin Turnpike (SR 41) to the intersection of Jeanette Drive (SR 1535); thence in a southerly direction along Jeanette Drive (SR 1535) to the intersection with a Gas Line right-of--way; thence in a southwesterly direction along the centerline of the Gas Line right-of-way a distance of 800 feet to the intersection of a stream (Tract 113, between blocks 1002 and 1005 as shown on the 2010 Census Block Map); thence in a southerly direction P28 along said branch to its intersection with Orphanage Road (SR 743); thence in a westerly direction along the centerline of Orphanage Road (SR 743) to the intersection of Golf Club Road (SR 746); thence in a southerly direction along Golf Club Road (SR 746) to the intersection of Mount Cross Road (SR 750}; thence in a northwesterly direction along Mount Cross Road (SR 750) to the intersection with Mount Cross Road (SR 844); thence continuing along Mount Cross Road (SR 844) to its intersection with Tunstall High Road (SR 869); thence in a northerly direction along Tunstall High Road (SR 869) to its intersection with Whitmell School Road (SR 750); thence in a northerly direction along Whitmell School Road (SR 750) to its intersection of F.C. Beverly Road (SR 703); thence in a northeasterly direction along F.C. Beverly Road (SR 703) to its intersection with Franklin Turnpike (SR 41); thence in an easterly direction along the centerline of Franklin Turnpike (SR 41) to its intersection with Dry Fork Road (SR 718); thence in a easterly direction along the centerline of Dry Fork Road (SR 718) to its intersection with the Norfolk Southern Railway; thence in a northerly direction along the centerline of the Norfolk Southern Railway to the intersection of Cherrystone Creek; thence in a easterly direction along Cherrystone Creek a distance of 1,820 feet to the intersection of a farm road (Tract 105, between blocks 208I and 2097 as shown on the 2010 Census Block Map); thence in a northerly direction along said farm road a distance of 850 feet to a point; thence directly east along a farm road a distance of 1,100 feet to the intersection of Evergreen Road (SR T1443); thence directly north on a section of Evergreen Drive (SR T1443) to its end; thence directly east from the end of Evergreen Road (SR T1443) to the intersection of (US Route 29 Business); thence north along the centerline of US Route 29 Business to the intersection of Ennis Drive (SR TI4D3); thence in an westerly direction along the centerline of Ennis Drive (SR T1403) to the intersection of Whitehead Street (SR T1403); thence in a northerly direction along Whitehead Street (SR TI403) to its intersection with Collie Street (SR T1440); thence in a northeasterly direction along the centerline of Collie Street (SR T1440) to its intersection with Depot Street (SR 57); thence in a westerly direction along the centerline of Depot Street (SR 57) to its intersection with the Norfolk Southern Railway; thence in a northerly direction along the centerline of the Norfolk Southern Railway to its intersection with White Branch Creek; thence in a northerly direction along the centerline of White Branch Creek to the intersection of College Avenue; thence in an easterly direction along the centerline of College Avenue to the intersection of Military Drive (SR T685); thence in a easterly direction along the centerline of Military Drive (SR T685) to its intersection with Spruce Hill Road (SR T1409); thence in a northerly direction along Spruce Hill Road (SR T1409) to its intersection with North Main Street (US Business 29); thence in a southerly direction along North Main Street (US Business 29) to its intersection with Hurt Street (SR T685); thence in a easterly direction along Hurt Street (SR T685) to the eastern corporate limits of the Town of Chatham; thence continuing on Chalk Level Road (SR 685) in a easterly direction to the intersection of My Twinn Lane; thence in a northerly direction along the centerline of My Twinn Lane to the southern property line of the Chatham North Industrial Park; thence in a easterly direction along the centerline of said property line, a distance of 700 feet to the intersection of the US Route 29 By-Pass; thence in a southerly direction along the centerline of the US Route 29 By-Pass to its intersection with Halifax Road (SR 57); thence in a easterly direction along the centerline of Halifax Road (SR 57) a distance of 15,000 feet to a farm road (Tract 105, between blocks 1059 and 1034 as shown on the 201 D Census Block Map); thence in a northerly direction along said farm road a distance of 6,000 feet to the intersection of Transco Lane; thence in a northeasterly direction along the centerline of the Transco Lane a distance of 1,200 feet to the intersection of Transco Road (SR 692); thence in an easterly direction along Transco Road (SR 692) to the intersection of Slieva Road (SR 649); thence in a southerly direction along the centerline of Sheva Road (SR 649) to the intersection of Halifax Road (SR 57) thence in an easterly direction along Halifax Road (SR P29 57) to the intersection of Motley Mill Road (SR 649); thence in a southerly direction along the centerline of Motley Mill Road (SR 649) to its intersection with Spring Garden Road (SR 640); thence in a southerly direction along Spring Garden Road (SR 640) to its intersection with Game Reserve Road (SR 706); thence meandering in a southwesterly direction along Game Reserve Road (SR 706), a distance of 7,000 feet to the intersection of a farm road (Tract 109, between blocks 1001 and 1005 as shown on the 2010 Census Block Map); thence in a northerly direction along said farm road a distance of 1,230 feet to the intersection of Spring Buck Circle; thence in a southwesterly direction along Spring Buck Circle to the intersection of Game Reserve Road (SR 706); thence in a westerly direction along the centerline of Game Reserve Road (SR 706) a distance of 600 feet to a farm road (Tract 109, between blocks 1018 and 1031 as shown on the 2010 Census Block Map); thence in a southerly direction along said farm road a distance of 2,700 feet to the intersection of Shotgun Road; thence in a southerly and westerly direction along the centerline of Shotgun Road, a distance of 3,500 feet to the intersection of the southeast boundary of the White Oak Maintain wildlife management area (Tract 109, between blocks 1030 and 1031 as shown on the 2010 Census Block Map); thence in a southwesterly direction along the southeast boundary of the White Oak Mountain wildlife management area to the intersection of Snake Path Road (SR 718); thence in a westerly direction along the centerline of Snake Path Road (SR 718) to its intersection with Eddies Lane (SR 975); thence in a southerly direction along the centerline of Eddies Lane (SR 975) to the intersection of Sweden Fork Creek; thence along Sweden Fork Creek a distance of 4,850 feet to the intersection a farm road (Tract 109 between, blocks 1051 and ]052 as shown on the 2010 Census Block Map); thence in a northwesterly direction along said farm road to its intersection of Owens Road (SR 901); thence in a southwesterly direction along the centerline of Owens Road (SR 901) to the intersection of Carter Lodge Road (SR 825); thence in a westerly direction along Carters Lodge Road (SR 825) to its intersection with U.S. Route 29; thence in a southerly direction along the centerline of U.S. Route 29 to its intersection with the Norfolk Southern Railway to a point of beginning. Callands-Gretna Election District Beginning at the intersection of Callands Road (SR 57) with the Pittsylvania-Henry County Line; thence with the Pittsylvania-Henry County Line in a northerly direction to the intersection of the Pittsylvania-Franklin County Line; thence continuing along the Pittsylvania-Franklin County line to the intersection of the Pittsylvania-Bedford County Line at a point on Smith Mountain Lake; thence with the Pittsylvania-Bedford County Line as it meanders in an easterly direction along the Staunton River (or Roanoke River) or the former location of said riverbed to the intersection of the Pigg River and the Staunton River; thence in a southerly direction meandering along the Pigg River to its intersection with Toshes Road (SR 605); thence in a south and easterly direction along Toshes Road (SR 605) to the intersection of Court Road (SR 771); thence in an easterly direction along Court Road (SR 771) to its intersection with Ridgeway Road (SR 608); thence in a northeasterly direction along the centerline of Ridgeway Road (SR 608) to its intersection with Pittsville Road (SR 672); thence in an easterly direction along Pittsville Road (SR 672) to its intersection with Azalea Drive (SR 764); thence in a northerly direction along Azalea Drive (SR 764) to the intersection of Weatherford Drive (SR 763); thence in an easterly direction along Weatherford Drive (SR 763) to its intersection with Old Woman's Creek; thence in a northeasterly direction along the centerline of Old Woman's Creek to the intersection with Music Street (SR 760); thence in an easterly direction along Music Street (SR 760) a distance of 8,600 feet to its intersection with a farm road just north of Brushy Mountain Road (SR 790); (Tract 103, between P30 blocks 3000 and 3046 as shown on the 2010 Census Block Map); thence in a northeasterly direction along said farm road a distance of 5,300 feet to the intersection of Rockford School Road (SR 665) and Keese Road (SR 770); thence in a southerly direction along Rockford School Road (SR 665) to the intersection of Blue Ridge Drive (SR 634); thence in a northeasterly direction along Blue Ridge Drive (SR 634) to its intersection of Blue Ridge Drive (SR 634) to the intersection of Burke Road (SR 904); thence in a southerly direction along Burke Road (SR 904) to the intersection of Rockford School Road (SR 665); thence in a southerly direction along the centerline of Rockford School Road a distance of 2,500 feet to the intersection of the Mecklenburg Electric Power Line; thence in a southwesterly direction along the centerline of the Mecklenburg Electric Power Line to the intersection of Millstream Drive (SR 792); thence in an easterly direction along the centerline of Millstream Drive (SR 792) to the intersection of Tucker Road (SR 792); thence in an easterly direction along the centerline of Tucker Road (SR 792) to the intersection of West Fork Creek; thence in a southerly direction along the centerline of West Fork Creek as it meanders a distance of 7,200 feet to a farm road (Tract 101, between blocks 3072 and 3091 as shown on the 2010 Census Block Map); thence in a southerly direction along the centerline of said farm road a distance of 2,350 feet to the intersection of Rockford School Road (SR 665); thence in a southerly direction along Rockford School Road (SR 665) to its intersection with Crown Road (SR 885); thence in a southerly direction along Crown Road (SR 885) to its intersection with East Gretna Road (SR 40); thence in an easterly direction along East Gretna Road (SR 40) to the intersection of Hickeys Road (SR 927); thence in a southerly direction along the centerline of Hickeys Road (SR 927) to its intersection with the Stinking River; thence in an easterly direction meandering along the Stinking River a distance of 4,400 feet to a farm road (Tract 107, between blocks TOSS and 1065 as shown on the 2010 Census Block Map); thence in a easterly direction along said farm road a distance of 1,800 feet to the intersection of Upper Mountain Road (SR 627); thence in an easterly direction along the centerline of Upper Mountain Road (SR 627) to the intersection of Johnson Mill Road (SR 683); thence in a southerly direction along the centerline of Johnson Mill Road (SR 683) to Markham Road (SR 686); thence in a southerly direction along Markham Road (SR 686) to its intersection with South Meadows Road (SR 683); thence meandering in a southwesterly direction along South Meadows Road (SR 683) to its intersection with Dry Branch. thence in a northerly direction along the centerline of Dry Branch to the intersection of Whitethorn Creek; thence meandering along the centerline of Whitethorn Creek to its intersection with Chalk Level Road (SR 685); thence along the centerline of Chalk Level Road (SR 685) to the intersection of Georges Creek; thence in a northerly direction along the centerline of Georges Creek to its intersection with East Gretna Road (SR 40); thence in a westerly direction along East Gretna Road (SR 40) to the eastern corporate limits of the Town of Gretna; thence in a northerly direction along the east corporate limits of the Town of Gretna to an intersection of a branch of Georges Creek; thence in an easterly direction along a branch of Georges Creek to the intersection of Georges Creek and the Mecklenburg Electric Power Line; thence in a northerly direction along the Mecklenburg Electric Power Line a distance of 2,220 feet to a farm road (Tract 101, between blocks 3082 and blocks 3083 as shown on the 2010 Census Block Map); thence along said farm road a distance of 500 feet to the intersection of Millstream Drive (SR 792); thence in a westerly direction along the centerline of Millstream Drive (SR 792) to Georges Creek; thence in a northerly direction along Georges Creek a distance of 3,300 feet to its intersection with the Norfolk Southern Railway; thence in a southerly direction along the Norfolk Southern Railway to its intersection with Northside Drive (SR T1307); thence in a westerly direction along the centerline of Northside Drive (SR T1307) to its intersection with North Main Street (US Route 29 Business); thence in a southerly direction along North Main Street (US Route 29 Business) to its intersection with East P31 Watts Drive (SR T1314); thence in a westerly direction along East Watts Drive (SR T1314) to its intersection with Franklin Boulevard (SR T1305); thence in a southerly direction along the centerline of Franklin Boulevard (SR T1305) to its intersection with Vaden Drive (SR 40); thence in an easterly direction along Vaden Drive (SR 40) to its intersection with North Main Street (US Route 29 Business); thence in a southerly direction along US Route 29 Business to its intersection with Peoples Supply Road (SR T1334); thence in an easterly direction along Peoples Supply Road (SR T1334) to its intersection with Norfolk Southern Railway; thence in a southerly direction along the centerline of the Norfolk Southern Railway to its intersection with Taylor's Mill Road (SR 676); thence in a southerly direction along the centerline of Taylor's Mill Road (SR 676) to the intersection of the Mecklenburg Electric Power Line; thence in a northerly direction along the centerline of the Mecklenburg Electric Power Line a distance of 1,800 feet to the intersection of Long Branch Creek; thence in a southerly direction as it meanders a distance of 12,000 feet to the intersection of Long Branch Lane; thence in a southerly direction along the centerline of Long Branch Lane a distance of 730 feet to the intersection of Long Branch Way; thence in a southerly direction along Long Branch Way to the i~:tersection of Camney Road (SR 1069); thence in a southwesterly direction along the Camney Road (SR 1069) to the intersection of Taylors Mill Road (SR 676); thence in a southerly direction along Taylors Mill Road (SR 676 to the intersection of Strader Road (SR 689); thence in a southerly direction along the centerline of Strader Road (SR 689) to the intersection of Mill Creek; thence in a northwesterly direction meandering a distance of 7,500 feet along Mill Creek to a point, a distance of 900 feet north from the intersection with Dual Track Road; thence south a distance of 900 feet to the intersection of Dual Track Road; thence along the centerline of Dual Track Road a distance of 3,600 feet to tl:e intersection with US Route 29; thence in a northerly direction along US Route 29 to the intersection with Dry Bridge Road (SR 801); thence in a southerly direction along the centerline of Dry Bridge Road (SR 801) to the intersection of a Gas Line right-of-way; thence in a easterly direction along the Gas Line right-of-way a distance of 2,200 feet to the intersection of the Norfolk Southern Railway; thence along the Norfolk Southern Railway in a southerly direction to the Hodnett Mill Road (SR 802) ;thence in a southwesterly direction along Hodnett Mill Road (SR 802); to the intersection of the eastern branch of Cherrystone Creek; thence in a southerly direction along the eastern branch of Cherrystone Creek parallel to the Norfolk Southern Railway to the intersection of Cherrystone Creek and White Branch; thence in a westerly direction along Cherrystone Creek to the intersection of Moses Mill Road (SR 1428); thence in a westerly direction along Moses Mill Road (SR 1428) to the intersection of Callands Road (SR 57); thence in a southerly direction along Callands Road (SR S7) to the intersection of the southern branch of Cherrystone Creek; thence in a southerly direction along the southern branch of the Cherrystone Creek to the intersection of Cheyenne Lane; thence in a southerly direction along Cheyenne Lane to the intersection of Weal Road (SR 821); thence in a westerly direction along the centerline of Weal Road (SR 821) to the centerline of Marion Road (SR 605); thence in a southerly direction along the centerline of Marion Road (SR 605) to the intersection of Daniel Road thence in a westerly direction along Daniel Road a distance of 2,300 feet to a farm road (Tract 105, between blocks 3135 and 3136 as shown on the 2010 Census Block Map); thence along said farm road a distance of 3,800 feet to the intersection of Marion Road (SR 605); thence in a southerly direction along Marion Road (SR 605) to the intersection of Hickory Road (SR b12); thence in a northeasterly direction along Hickory Road (SR 612) a distance of 3,200 feet to a farm road (Tract 105, between blocks 3141 and 3145 as shown on the 2010 Census Block Map); thence along said farm road a distance of 5,700 feet to the intersection of West Giles Road (SR 824); thence in a southeasterly direction along the centerline of West Giles Road (SR 824) to the intersection of Concord Road (SR 823); thence in P32 a southerl~~ direction along the centerline of Concord Road (SR 823) to the intersection of Tightsqueeze Raad (SR 703) southwesterly along Tightsqueeze Road (SR 703) to Irish Road (SR 703); thence in a westerly direction to the centerline of Irish Road (SR 703) to the intersection of the Banister River; thence in a westerly direction along the centerline of the Banister River to the intersection of Strawberry Creek; thence in a southerly direction along the centerline of Strawberry Creek to the intersection of Morris Branch; thence in a southerly direction along the centerline of Morris Branch to the intersection of the Franklin Turnpike (SR 41); thence in a westerly direction along the centerline of Franklin Turnpike (SR 41) to the intersection of Strawberry Road (SR 750); thence in a northerly direction along the centerline of Strawberry Road (SR 750) to the intersection of the North Branch of Strawberry Creek; thence in a westerly direction along the centerline of the North Branch ojStrawberry Creek to the intersection of Union Hall School Road (SR 612); thence in a southerly and westerly direction meandering along the centerline of Union Hall School Road (SR 612) to the intersection of the Franklin Turnpike (SR 41); thence in a northerly direction along Franklin Turnpike (SR 41) to the intersection of Mapleton Drive (SR 818); thence in a northwesterly direction along the centerline of Mapleton Drive (SR 8l8); thence in a westerly direction a distance of 7,100 feet to the intersection of a branch of Sandy Creek; thence along said branch of Sandy Creek a distance of 6, 00 feet to a pond of said branch of Sandy Creek and a farm road (Tract 104, between blocks 3020 and 3044 as shown on the Census Block Map) to the intersection of Callands Road (SR 57); thence in a westerly direction along Callands Road (SR 57) to the Henry County-Pittsylvania County line, the point of beginning. Banister Election District Beginning at the intersection of John's Run on the Pittsylvania/Halifax County line; thence along John's Run in a westerly direction to the intersection of a farm road (Tract 107, between blocks 2101 and 2043 as shown on the 2010 Census Block Map); east of Dabney House Road (State Route 697); thence in a northwesterly direction a distance of 2,920 feet along said farm road to the intersection of Dabney House Road (State Route 697); thence in a southerly direction along the centerline of Dabney House Road (State Route 697) to the intersection of John's Run; thence in a westerly direction along the centerline of John's Run to the intersection of Pickaway Road (SR 729); thence in a southerly direction along the centerline of Pickaway Road (SR 729) to the intersection of Henry's Mill Road (SR 698); thence in a easterly direction along Henry's Mill Road (SR 698) to the intersection of Mount Tabor Road (SR 729); thence in a southwesterly direction along the centerline of Mount Tabor Road (SR 729) to a point, a distance of 380 feet north of the intersection of Hamilton Track Road to a farm road (Tract 107, between blocks 2107 and 2112 as shown on the 2010 Census Block Map); thence northwest on said farm road 1,092 feet to a branch of .Sandy Creek; thence in a southwesterly direction a distance of 3,000 feet along said branch to the intersection of Sandy Creek; thence in a westerly direction along the centerline of Sandy Creek to the intersection of Statesville Road (SR 701); thence in a northwesterly direction along the centerline of Statesville Road (SR 701) to the intersection of Abbott Place (SR 70~; thence in a southwesterly direction along the centerline of Abbott Place (SR 70~ to the intersection of John's Run; thence in a southerly direction along the center line of John's Run to the intersection with Sweden Fork Creek; thence in a westerly direction meandering along the centerline of Sweden Fork Creek to the intersection of Spring Garden Road (SR 640); thence continuing along the centerline of Sweden Fork Creek in a westerly direction to the intersection with Snake Path Road (SR 718); thence in a westerly direction along the centerline P33 of Snake Path Road (SR 718) a distance of 500 feet to its intersection with Sweden Fork Creek; thence in a southwesterly direction along the centerline of Sweden Fork a distance of 8,000 feet to a pond; thence continuing along a branch of Sweden Fork in a southeasterly direction to its intersection with a farm road (Tract 109, between blocks 1042 and 1093 as shown on the 201 D Census Block Map); thence along farm road a distance of 2,000 feet to the intersection of Spring Garden Road (SR 640); thence along Spring Garden Road (SR 640) in a southerly direction a distance of 8,780 feet to a farm road, 1,129 feet north of the intersection of Carter Lodge Road (SR 825) and Spring Garden Road (SR 640); thence in a northerly direction 910 feet along said farm road to a pond; thence in a southerly direction along, a farm road (Tract 109, blocks 1042 and 1084 as shown on 2010 Census Block Map) a distance of 1,615 feet southeast of Carter Lodge driveway to its intersection with Carter Lodge Road (825); thence continuing along a farm road directly across Carter Lodge Road (SR 825) from Carter Lodge in a southerly direction a distance of 2,690 feet back to Spring Garden Road (SR 640); thence in a southwesterly direction along the centerline of Spring Garden Road (SR 640) to the intersection of Sandy Creek; thence in a southeasterly direction meandering along the centerline of Sandy Creek to the intersection of Chestnut Level Lane (SR 825); thence along the centerline of Chestnut Level Lane (SR 825) to the centerline of Hunter's Lane (SR 825); thence in a southwesterly direction along the centerline of Hunter's Lane (SR 825) to the intersection of Dr. Edward Williams Road (SR 825); thence in a southeasterly direction along Dr. Edward Williams Road (SR 825); to the intersection of Keeling Drive (SR 716); thence in an easterly direction along Keeling Drive (SR 716) a distance of 1,650 feet to a farm road (Track 108.01, between blocks 2009 and 2013 as shown on the 2010 Census Block Map); thence in a southeasterly direction along said farm road, a distance of 930 feet to a point; thence in a northeast direction a distance of 2,530 feet to a point (Tract 108.01, between blocks 2013 and 2018 as shown on the 2010 Census Block Map); thence southeast a distance of 2,430 feet to the intersection of Birch Creek; thence in a southwesterly direction along Birch Creek a distance of 1,340 feet to a farm road; thence along said farm road to its intersection with Malmaison Road (SR 726); thence in a southerly direction along Malmaison Road (SR 726), a distance of 41 S feet to a farm road (Tract 108.01, between blocks 1073 and 1085 as shown on the 2010 Census Block Map); thence along the farm road in a westerly direction, a distance of 3,230 feet to Lawless Creek; thence in a southwesterly direction along the centerline of Lawless Creek to a farm road southeast of Beaver Park Subdivision; thence in a southeasterly direction, a distance of 3,340 feet along said farm road (Tract 108.01, between blocks 1083 and 1084, as shown on the 2010 census block map); to Beaver Drive (SR 1077); thence east along centerline of Beaver Drive (SR 1077) to Old Richmond Road (SR 360); thence in a northeasterly direction along Old Richmond Road (SR 360), a distance of 475 feet to a farm road (Tract 114, between blocks 2006 and 2003, as shown on the 2010 Census Block Map); thence along said farm road, a distance of 2,290 feet to a stream being a northern branch of Little Fall Creek; thence along said branch of Little Fall Creek in a southerly direction, a distance of 1,970 feet to the intersection of Green Farm Road (SR 719); thence in an east and northerly direction along Green Farm Road (SR 719) to a point a distance of 780 feet southeast of Old Richmond Road to a farm road (east of Tract 114, blocks 2002 and 2001 as shown on the 2010 Census Block Map); thence along said farm road a distance of 765 feet to the intersection of Old Richmond Road (SR 360); thence in an easterly direction along Old Richmond Road (SR 360) a distance of 185 feet to Gentlemens Ridge Road; thence in a southerly direction along Gentlemens Ridge Road to Little Fal/ Creek; thence along Little Fall Creek in a southwesterly direction, crossing Old Quarry Road (SR 723) and continuing along Little Fall Creek to the intersection of Valley Park Drive; thence in a westerly direction along Valley Park Drive to the intersection of Oak Crest Road; thence along the centerline of Oak Crest Road to the intersection P34 of Old Richmond Road (SR 360); thence in a northerly direction along Old Richmond Road (SR 360) to the intersection of a farm road (Tract 114, between blocks 2091 and 2092 as shown on the 2010 Census Block Map); thence along said farm road a distance of 1,250 feet meandering in a -zortherly direction to the intersection of a branch of Lawless Creek; thence in a westerly direction along the branch of Lawless Creek to its intersection with Lawless Creek; thence in a southerly direction along Lawless Creek to the intersection of Fall Creek; thence in a westerly direction along Fall Creek to its intersection with the Norfolk Southern Railway; thence in a southerly direction along the Norfolk Southern Railway to its intersection with the City of Danville corporate limits, thence in a westerly direction along said corporate limits of the City of Danville to the intersection of US Route 29 Business; thence in a northerly direction along US Route 29 Business, a distance of 2,400 feet to its intersection with a farm road (Tract 113, between blocks 2027 and 2025 as shown on the 2010 Census Block Map); thence in a northeasterly direction along said road a distance of 3,500 feet to its intersection with Fall Creek; thence in a northwesterly direction along Fall Creek to its intersection with Edwards Creek; thence in a northerly direction along the centerline of Edwards Creek to its intersection with a branch (Tract 114, between blocks 1047 and 1046 as shown on 2010 Census Block Map);thence along said branch 580 feet to a farm road; thence along the farm road a distance of 800 feet to US Route 29 Business; thence north along US Route 29 Business to a branch (between tract 114, block 1046 and 1045 as shown on the 2010 Census Block Map); thence in a distance of 1,140 feet in a easterly direction along said branch to the intersection of Edwards Creek; thence north along Edwards Creek to Livestock Road (SR 72I ); thence in an eastwardly direction along Livestock Road (SR 721) to the intersection of U.S. Route 29 Bypass; thence in a southerly direction along the US Route 29 Bypass to its intersection with Lawless Creek; thence in a northeasterly direction along Lawless Creek to its intersection with Lawless Creek Road (SR 719); thence in a northwesterly direction along the centerline of Lawless Creek Road (SR 719) to the intersection of US Route 29 Business; thence in a northerly direction along the centerline of US Route 29 Business to its intersection with Carter Lodge Road (SR 825); thence east on Carter Lodge Road (SR 825) to its intersection with Owens Road (SR 901); thence in a northerly direction along Owens Road (SR 901) to a farm road (Tract 109, between blocks 1052 and IOSlas shown on the 2010 Census Block Map)); thence in a southeasterly direction along said farm road a distance of 1,200 feet to its intersection with Sweden Fork Creek; thence in a northeasterly direction along the centerline of Sweden Fork Creek to its intersection with Eddie's Lane (SR 975); thence in a northerly direction along Eddie's Lane (SR 975) to its intersection with Snake Path Road (SR 718); thence in an easterly direction along Snake Path Road (SR 718) a distance of 10,000 feet to its intersection with; the southeast boundary of the White Oak Mountain wildlife management area; (Tract 109, between blocks 1030 and 1031 as shown on 2010 Census Block Map); thence in a northeasterly direction along the boundary of the wildlife management area a distance of 2,500 feet to the intersection of Shotgun Road; thence meandering east and north along Shotgun Road to a farm road, south of the intersection of Oak Store Road and Shotgun Road a distance of 3,500 feet; thence north along said farm road a distance of 2,700 feet to its intersection with Game Reserve Road (SR 706); thence in a easterly direction a distance of 600 feet along Game Reserve Road (SR 706) to the intersection of Spring Buck Circle; thence north east on Spring Buck Circle a distance of 1,900 feet to a farm road; thence south along said farm road a distance of 1,230 feet to the intersection of Game Reserve Road (SR 706); thence in a easterly direction along Game Reserve Road (SR 706) to the intersection of Spring Garden Road (SR 640); thence in a northeasterly direction along Spring Garden Road (SR 640) to its intersection with Motley's Mill Road (SR 649); thence along the centerline of Motley's Mill Road (SR 649) in a northerly direction to its intersection with Halifax Road (SR 57); thence in a P35 westerly direction along Halifax Road (SR 57) to its intersection with Sheva Road (649); thence in a northerly direction along centerline of Sheva Road to its intersection with Transco Road (SR 692); thence in a westerly direction along the centerline Transco Road (SR 692) to the intersection of Transco Lane; thence in a southwesterly direction along Transco Lane a distance of 1,200 feet to a farm road; (Tract 105, between blocks 1034 and 1059 as shown on the 2010 Census Block Map); thence continuing south along said farm road a distance of 6,000 feet to the intersection of Halifax Road (SR 57); thence in a westerly direction along Halifax Road (SR 57) to the U5 Route 29 Bypass; thence in a northerly direction along US Route 29 Bypass to its intersection with the south property of the Chatham North Industrial Park; thence west along said property line a distance of 700 feet to the intersection on My Twinn Lane; thence in a southerly direction along My Twinn Lane to the intersection of Chalk Level Road (SR 685); thence in a westerly direction along the centerline of Chalk Level Road (SR 685) to the corporate limits of the Town of Chatham; thence along Hurt Street (SR 685) to the intersection of North Main Street (US Route 29 Business); thence in a northerly direction along North Main Street (US Route 29 Business) to its intersection with Spruce Hill Street (SR T1409); thence in a westerly and southerly direction along Spruce Hill Street (SR T1409) to its intersection with Military Drive (SR T685); thence in a westerly direction along the centerline of Military Drive (SR T685); to the intersection with College Avenue; thence in a westerly direction along College Avenue to the intersection of White Branch Creek; thence in a southerly direction along White's Branch Creek to its intersection with Norfolk Southern Railway; thence in a southerly direction along the centerline of the Norfolk Southern Railway to its intersection with Depot Street (SR 57); thence in a easterly direction along Depot Street (SR 57) to its intersection with Collie Street (SR T1440); thence in a southerly direction of Collie Street (SR T1440) to the intersection of Whitehead Street (SR T1403); thence in a southerly direction along the centerline of Whitehead Street (SR T1403) to the intersection of Ennis Drive (SR T1403); thence in a easterly direction along Ennis Drive (SR T1403) to the intersection of South Main Street Route 29 Business; thence in a southerly direction along South Main Street Route 29 Business a distance of 4,000 feet to a point, a distance of 600 feet north of Evergreen Road (SR T1443); thence from said point west (Tract 105, between blocks 2081 and 2082 as shown on the 2010 Census Block Map) a distance of 700 feet to the intersection of Evergreen Road (SR T1443); thence south a distance of 600 feet along the centerline to Evergreen Road (SR T1443) to a farm road; thence in a westerly direction along a farm road (Tract 105, between blocks 2081 and 2084 as shown on the 2010 Census Block Map) a distance of 1,100 feet to a point; thence south on the farm road a distance of 850 feet to the intersection of Cherrystone Creek; thence west along Cherrystone Creek to the intersection of the Norfolk Southern Railway; thence in a southerly direction along the centerline of the Norfolk Southern Railway to its intersection with Tightsqueeze Road (SR 703); thence in a westerly direction along the centerline of Tightsqueeze Road (SR 703) to its intersection with Concord Road (SR 823); thence in a northerly direction along Concord Road (SR 823) to the intersection of West Giles Road (SR 824); thence northwest along West Giles Road (SR 824} to the intersection of a farm road (Tract 105, between blocks 3142 and 3141 as shown on the 2010 Census Block Map); thence in a northwesterly direction along said farm road to its intersection with Hickory Road (SR 612); thence in a southwesterly direction along Hickory Road (SR 612) to its intersection with Marion Road (SR 605); thence in a northerly direction along the centerline of Marion Road (SR 605) to a distance of 600 feet to a farm road (Tract 105, between blocks 3135 and 3136 as shown on the 2010 Census Block Map); thence in a northwesterly direction along said farm road a distance of 3,800 feet to the intersection of Daniel Road; thence in a easterly direction along the centerline of Daniel Road a distance of 2,300 feet to the intersection of Marion Road (SR 605); thence in a northerly direction along the centerline of Marion Road (SR P36 605) to its intersection with Weal Road (SR 821); thence along the centerline of Weal Road (SR 821) in an easterly direction to its intersection with Cheyenne Lane; thence in a northerly direction along Cheyenne Lane to its intersection with the southern branch of Cherrystone Creek; thence along the centerline of the southern branch of Cherrystone Creek in an easterly direction to the intersection of Callands Road (SR 57); thence in a northwesterly direction along the centerline of Callands Road (SR 57) to the intersection of Moses Mill Road (SR 1428); thence along the centerline of Moses Mill Road (SR 1428) to the intersection of Cherrystone Creek; thence meandering along Cherrystone Creek in an easterly direction to the intersection of an eastern branch of Cherrystone Creek and White's Branch Creek; thence in a northerly direction along the eastern branch of Cherrystone Creek parallel to the Norfolk Southem Railway to its intersection with Hodnett Mill Road (SR 802); thence in an easterly direction along Hodnett Mill Road (SR 802) to the intersection of the Norfolk Southern Railway; thence in a northerly direction along the centerline of the Norfolk Southern Railway a distance of 5,000 feet to the intersection of the gas line crossing the rail road; thence west along said gas line a distance of 2,200 feet to the intersection of Dry Bridge Road (SR 801); thence northeast along the centerline of Dry Bridge Road (SR 801) to its intersection with U.S. Route 29; thence in a southeasterly direction along U.S. Route 29 to its intersection with Dual Track Road; thence in an easterly direction along Dual Track Road a distance of 3,600 feet to a point; thence in a northerly direction 900 feet to the intersection of Mill Creek; thence in a southeasterly direction along Mill Creek a distance of 7,500 feet to the intersection of Strader Road (SR 689); thence in a northeasterly direction along Strader Road (SR 689) to its intersection with Taylor's Mill Road (SR 676); thence in a northerly direction along Taylor's Mill Road (SR 676) to its intersection with Cemney Road (SR I069); thence in a northeasterly direction along the centerline of Cemney Road (SR 1069) to the intersection of Long Branch Way; thence in an easterly direction along Long Branch Way, a distance of 600 feet to the intersection of Long Branch Lane; thence in a northerly direction along Long Branch Lane a distance of 730 feet to Long Branch Creek; thence northwest along Long Branch Creek a distance of 12,000 feet to the intersection of the Mecklenburg Electric Power Line; thence in a southwesterly direction along the Mecklenburg Electric Power Line to the intersection of Taylor Mill Road (SR 676); thence in a northerly direction along Taylor Mill Road (SR 676) to its intersection with the Norfolk Southern Railway; thence along the center line of the Norfolk Southern Railway in a northerly direction to its intersection with People's Supply Road (SR T1334); thence in a westerly direction along People's Supply Road (SR T1334) to U.S. Route 29 Business; thence in a northerly direction along US Route 29 Business to the intersection of Vaden Drive (SR 40); thence in a westerly direction along Vaden Drive (SR 40) to the intersection of Franklin Blvd. (SR T1305); thence in a northerly direction along Franklin Blvd. (SR T1305) to its intersection with East Watts Street (SR T1314); thence along the centerline of East Watts Street (SR T1314) to its intersection with Main Street (US Route 29 Business); thence in a northerly direction along Main Street (US Route 29 Business) to its intersection with North Side Drive (SR T1307); thence in an easterly direction along the centerline of North Side Drive (SR T1307) to the intersection of the Norfolk Southern Railway; thence in a northerly direction along the centerline of the Norfolk Southern Railway a distance of 4,100 feet to its intersection; with George's Creek; thence meandering southeasterly along George's Creek a distance of 3,400 feet to the intersection of Millstream Drive (SR 792); thence northeast along Millstream Drive (SR 792) a distance of 1,200 feet to a farm road (Tract 101, between blocks 3082 and 3083 as shown on the 2010 Census Block Map); thence in a southeasterly direction along said farm road a distance of S00 feet to the Mecklenburg Electric Power Line; thence south along the Mecklenburg Electric Power Line to the intersection of the Mecklenburg Electric Power Line and a branch of George's Creek; thence in a westerly direction along the branch of George's Creek to P37 the corporate limits of the Town of Gretna; thence in a southerly direction along the eastern corporate limits of the Town of Gretna to the intersection of East Gretna Road (SR 40); thence in an easterly direction along the centerline of East Gretna Road (SR 40) to its intersection with George's Creek; thence in a southerly direction along George's Creek to the intersection of Chalk Level Road (SR 685); thence in a southwesterly direction along Chalk Level Road (SR 685) to the intersection of White Thorn Creek; thence meandering along White Thorn Creek to its intersection with Dry Branch Creek (Tract 107, between blocks 1122 and 1114 as shown on the 2010 Census Block Map); thence in a southwesterly direction along Dry Branch Creek to its intersection with South Meadows Road (SR 683); thence in an northeasterly direction along South Meadows Road (SR 683) to its intersection with Markham Road (SR 686); thence along the centerline of Markham Road (SR 686) in an easterly direction to its intersection with Johnson's Mill Road (SR 683); thence in a northeasterly direction along the centerline of Johnson's Mill Road (SR 683) to Upper Mountain Road (SR 627); thence along the centerline of Upper Mountain Road (SR 627) a distance of 3,300 feet to a farm road (Tract 107, between blocks 1055 and 1065 as shown on the 2010 Census Block Map); thence in a westerly direction a distance of 1,800 feet along said farm road to the intersection of the Stinking River; thence in a westerly direction along the Stinking River to the intersection of Hickey's Road (SR 927); thence in a northeasterly direction along Hickey's Road (SR 927) to its intersection with East Gretna Road (SR 40); thence in a westerly direction along East Gretna Road (SR 40) to the intersection of Crown Road (SR $85); thence in a northeasterly direction along Crown Road (SR 885) to the intersection of Rockford School Road (SR 665); thence in a northerly direction along Rockford School Road (SR 665) a distance of 2,800 feet to a farm road (Tract 101, between blocks 3072 and 3091 as shown on the 2010 Census Block Map); thence along said farm road a distance of 2,300 feet to the intersection of West Fork Creek; thence along West Fork Creek as it meanders west and north to the intersection of Tucker Road (SR 792); thence in a westerly direction along Tucker Road (SR 792) to the intersection of Rockford School Road (SR 665); thence in a westerly direction across Rockford School Road (SR 665) to Mill Stream Drive (SR 792); thence along Mill Stream Drive (SR 792) in a westerly direction to the intersection of Mecklenburg Electric Power Line; thence in a northeasterly direction along the Mecklenburg Electric Power Line to the intersection of Rockford School Road (SR 665); thence in a northerly direction along Rockford Schoot Road (SR 665) to the intersection of Burke Road (SR 904); thence in a northeasterly direction along Burke Road (SR 904) to the intersection of Blue Ridge Drive (SR 634); thence in a westerly direction on Blue Ridge Drive (SR 634) to the intersection of Izaak Walton Road (SR 653); thence in a northerly direction along Izaak Walton Road (SR 653) a distance of 2,400 feet to a farm road (Tract 101, between blocks 3044 and 3035 as shown on the 2010 Census Block Map); thence in a southeasterly direction along said farm road a distance of 1,734 feet to the intersection of Blue Ridge Drive (SR 634); thence in an easterly direction along Blue Ridge Drive (SR 634) to the intersection of Midway Road (SR 671); thence in a southerly direction along Midway Road (SR 671) to the intersection of Deerview Road (SR 670); thence in a southwesterly direction along the centerline of Deerview Road (SR 670) to the intersection of the Stinking River; thence meandering along the Stinking River in a southerly direction to the intersection of Tucker Road (SR 792); thence in a southerly direction along Tucker Road (SR 792) a distance of 2,350 feet to a farm road (Tract I01, between blocks 2126 and 2127 as shown on the 201 D Census Block Map); thence in an easterly direction along said farm road a distance of 800 feet to a branch of the Stinking River; thence along said branch a distance of 2,720 feet to the intersection of the Stinking River; thence in an easterly direction along the centerline of the Stinking River to the intersection of Tates Mill Road (SR 808); thence in a northerly direction along the centerline of Tates Mil! Road (SR 808) to the intersection of Hodnetts Road P38 (SR 630); thence in a northerly direction along Hodnetts Road (SR 630) to the intersection of Edmunds Road (SR 606); thence in an easterly direction along Edmunds Road (SR 606) to the intersection of Farmers Road (SR 618); thence in a northeasterly direction along Farmers Road (SR 618) to the intersection of Flyblow Creek; thence meandering along Flyblow Creek in a southerly direction to the intersection of Edmunds Road (SR 606); thence in a southerly direction along Edmunds Road (SR 606), a distance of 800 feet to a farm road, (Tract lOl, between blocks 2134 and 2II3 as shown on the 2010 Census Block Map); thence in a northerly and southerly direction along said farm road as it meanders a distance of 10,050 feet to the intersection of Discovery Road (SR 1196); thence in an easterly direction along the centerline of Discovery Road (SR 1196) to the intersection of Renan Road (SR 640); thence in a southerly direction along Renan Road (SR 640) to the intersection of East Gretna Road (SR 40); thence in an easterly direction along East Gretna Road (SR 40) to the intersection of Allen Creek Road (SR 603); thence in a northeasterly direction along Allen Creek Road (SR 603) to the intersection of Wyatts Road (SR 603); thence in a northerly direction along Wyatts Road (SR 603) a distance of 10,000 feet to a branch of Straightstone Creek (Tract 101, between blocks 1077 and 1082 as shown on the 2010 Census Block Map); thence in a northerly direction along said branch a distance of S, 700 feet to the intersection of Honey Bee Road (SR 639); thence in a westerly direction along Honey Bee Road (SR 639) to the intersection of Straightstone Road (SR 761); thence in a southwesterly direction along Straightstone Road (SR 761) to the intersection of Hubbard Road (SR 601); thence along Hubbard Road (SR 601); in a northerly direction to the intersection of Straightstone Creek; thence in a southwesterly direction along Straightstone Creek to the intersection of Little Straightstone Creek; thence in a southwesterly direction along Little Straightstone Creek to the intersection of Level Run Road (SR 668); thence in a northwesterly direction along Level Run Road (SR 668) to the intersection of Davis Farm Road (SR 1049); thence in a northerly direction along Davis Farm Road (SR 1049) to the intersection of Moons Road (SR 602); thence in a northeasterly direction along Moons Road (SR 602) to intersection of Cedar Forest Road (SR 600); thence in a southeasterly direction along Cedar Forest Road (SR 600), a distance of 700 feet to Transco Gas Line; thence in a northeasterly direction along said Gas Line a distance of 820 feet, to the intersection of Moons Road (SR 602); thence in an easterly direction along Moons Road (SR 602), a distance of 1,420 feet, to a farm road (Tract 101, between blocks 1018 and 1014 as shown on the 2010 Census Block Map); thence in a northerly direction meandering along said farm road, parallel to the Staunton River, a distance of 15,100 feet, to a point on the Staunton River beginning at the County line between Pittsylvania County and Campbell County; thence in a southeasterly direction along the County line and the Staunton River between Pittsylvania County and Campbell County, a distance of 13,500 feet to the intersection of the County line between Halifax County and Pittsylvania County; thence in a southerly direction along said County line, a distance of 100,100 feet to the point of beginning. Dan River Election District Beginning at the intersection of the Virginia-North Carolina state line, a distance of 275 feet south of Milton Road (SR 62); thence in a westerly direction along the Virginia-Carolina state line to the intersection of the corporate limits of the City of Danville, at the Dan River; thence meandering in a northerly direction along the eastern boundary of the corporate limits of the City of Danville to its intersection with Twin Arch Drive (SR 695) and the Norfolk Southern Railway; thence in a northerly direction on the center line of the Norfolk Southern Railway to its P39 intersection with Fall Creek; thence in an easterly direction along the center line of Fall Creek to its intersection with Lawless Creek; thence in a northerly direction along the center line of Lawless Creek to its intersection with an eastern branch stream of Lawless Creek; thence in a easterly direction along said stream to its intersection with a farm road (Tract 114 between blocks 2091 and 2092 as shown on the 2010 Census Block Map); thence in an easterly direction along said farm road to its intersection with Old Richmond Road (SR 360); thence in a southerly direction along Old Richmond Road (SR 360) to its intersection with Oak Crest Road; thence in an easterly direction along Oak Crest Road to its intersection with Valley Park Drive; thence in an easterly direction along the centerline of Valley Park Drive to its intersection with Little Fall Creek; thence in a northeasterly direction along the centerline of Little Fall Creek to its intersection with Gentlemans Ridge Road (SR 1002); thence in a northwesterly direction along Gentlemans Ridge Road (SR 1002) to the intersection of Old Richmond Road (SR 360); thence in a westerly direction along the centerline of Old Richmond Road (SR 360), a distance of 185 feet to a farm road (Tract 114, between blocks 2001 and 2002 as shown on 2010 Census Block Map); thence in a southeasterly direction along said farm road, a distance of 765 feet to its intersection with Green Farm Road (SR 719) to its intersection with a northern branch of Little Fall Creek; thence in a northwesterly direction, a distance of 1,970 feet to a farm road (Tract 114, between blocks 2006 and 2003 as shown on the 2010 Census Block Map); thence in a northerly direction along said farm road, a distance of 2,290 feet to its intersection with Old Richmond Road (SR 360); thence in a southwesterly direction along the center line of Old Richmond Road (SR 360), a distance of 475 feet to Beaver Drive (SR 1077); thence in a northwesterly direction along the centerline of Beaver Drive (SR 1077) to the intersection of a farm road (Tract 108.0,1 between blocks 1083 and 1084 as shown on the 2010 Census Block Map); thence along said farm road in a northwesterly direction, a distance of 3,500 feet to its intersection with Lawless Creek; thence in a northeasterly direction along the centerline of Lawless Creek to a farm road (Tract 108.01, between blocks 1073 and 1085 as shown on the 2010 Census Block Map); thence along said farm road in a northeasterly direction, a distance of 3,250 feet to its intersection with Malmaison Road (SR 726); thence in a northwesterly direction along the centerline of Malmaison Road (SR 726), a distance of 500 feet to a farm road (Tract 108.01, between blocks 2018 and 2033 as shown on the 2010 Census Block Map); thence in a northerly direction along said road, a distance of 4,300 feet to the intersection of Birch Creek; thence in a northeasterly direction along Birch Creek to a distance of 1,340 feet to a farm road (Tract 108.01 between blocks 2013 and 2018 as shown on the 2010 Census Block Map); thence in a northwesterly direction, a distance of 2,430 feet to a point; thence in a southwesterly direction, a distance of 2,530 feet to a point; thence in a northwesterly direction along a farm road, a distance of 930 feet to the intersection of Keeling Drive (SR 716); thence in a southwesterly direction along Keeling Drive (SR 716) to its intersection with Dr. Edward Williams Road (SR 825); thence in a northwesterly direction along the centerline of Dr. Edward Williams Road (SR 825) to its intersection with Hunters Lane (SR 717); thence in a northeasterly direction along the center line of Hunter Lane (SR 717) to its intersection with Chestnut Level Lane (SR 825); thence in a northwesterly direction along the center line of Chestnut Level Lane (SR 825) to its intersection with Sandy Creek; thence in a northwesterly direction along the center line of Sandy Creek to its intersection with Spring Garden Road (SR 640); thence in a northeasterly direction along the centerline of Spring Garden Road (SR 640), a distance of 800 feet to a farm road (Tract 109, between blocks 1062 and 1083 as shown on the 2010 Census Block Map); thence in a northwesterly direction along said farm road as it meanders a distance of 2,690 feet to Carter Lodge Road (SR 825) continuing across Carter Lodge Road (SR 825) to the eastern edge of the driveway to Carter Lodge; thence along said driveway as it meanders in a northeasterly direction, a distance of 1,615 feet to a pond; thence P40 in a southeasterly direction, a distance of 910 feet to the intersection of Spring Garden Road (SR 640); thence in a northerly direction along the centerline of Spring Garden Road (SR 640), a distance of 8,780 feet to a farm road (Tract 109, between blocks 1042 and 1093 as shown on the 2010 Census Block Map); thence in a northwesterly direction, a distance of 2,000 feet to a pond on Sweden Fork; thence in a northerly direction along Sweden Fork, a distance of 8,000 feet to the intersection of Snake Path Road (SR 718); thence in an easterly direction along Snake Path Road (SR 718) to its intersection with Sweden Fork Creek; thence in an easterly direction along the center line of Sweden Fork Creek to its intersection with John's Run; thence in a northerly direction along the center line of John's Run to the intersection of Abbott Place (SR 706); thence in a northeasterly direction along the center line of Abbott Place (SR 706) to its intersection with Statesville Road (SR 701); thence in a southeasterly direction along the center line of Statesville Road (SR 701) to its intersection with Sandy Creek; thence in an easterly direction along Sandy Creek to a branch of the Sandy Creek near Hamilton Cemetery Lane; thence in a northerly direction along the branch of the Sandy Creek to its intersection with Hamilton Tract Road; thence in a southeasterly direction along the center line of Hamilton Tract Road to its intersection with Mount Tabor Road (SR ?29}; thence in a northeasterly direction along the center line of Mount Tabor Road (SR 729) to its intersection with Henry's Mill Road (SR 698); thence in a northwesterly direction along the center line of Henry's Mill Road (SR 698) to its intersection with Pickaway Road (SR 729); thence in a northerly direction along the center Line of Pickaway Road (SR 729) to its intersection with John's Run; thence in an easterly direction along the center line of John's Run to its intersection with Dabney House Road (SR 697); thence in a northerly direction along Dabney House Road (SR 697) to its intersection with a farm road (Tract 107, between census blocks 2043 and 2101 as shown on the 2010 Census Block Map); thence in a southerly direction along said farm road, a distance of 3,000 feet to its intersection with John's Run; thence in an easterly direction along the center line of John's Run to its intersection with the Pittsylvania County and Halifax County line; thence in a southerly direction along the Pittsylvania County and Halifax County line to its intersection with the Virginia-North Carolina state line near Milton Road {SR 62), to the point of beginning. Staunton River Election District Beginning on the Staunton River at the Pittsylvania County and Campbell County line, thence in a southerly direction along the Staunton River to the intersection of a farm road (Tract 101, between blocks 1012 and 1014 as shown on the 2010 Census Block Map); thence along said farm road, a distance of 15,100 feet to Moons Road (SR 602); thence in a westerly direction along Moons Road (SR 602), a distance of 1,420 feet to the Transco Gas Line; thence in a southerly direction on said Transco Gas Line, a distance of 820 feet to the intersection of Cedar Forest Road (SR 600); thence in a northwesterly direction along the centerline of Cedar Forest Road to the intersection of Moons Road (SR 602); thence in a westerly direction on Moons Road (SR 602) to the intersection of Davis Farm Road (SR 1049); thence in a southerly direction along Davis Farm Road to the intersection of Level Run Road (SR 668); thence along the centerline of Level Run Road (SR 668), a distance of 450 feet to the intersection of Little Straightstone Creek; thence in an easterly direction along Little Straightstone Creek to the intersection of Straightstone Creek; thence continuing in an easterly direction along the centerline of Straightstone Creek to the intersection of Hubbard Road (SR 601); thence in a southeasterly direction along the centerline of Hubbard Road (SR 601) to the intersection of Straightstone Road (SR 761); thence in a northeasterly direction along the centerline of P41 Straightstone Road (SR 761) to the intersection of Honey Bee Road (SR 639); thence in an easterly direction along Honey Bee Road (SR 639) to the intersection with a Southern Branch of Straightstone Creek; thence in a southerly direction along the Southern Branch of Straightstone Creek, a distance of 5, 700 feet to the intersection of Wyatts Road (SR 603); thence in a southerly direction along the centerline of Wyatts Road (SR 603) to the intersection of Allen Creek Road (SR 603); thence in a southwesterly direction along the centerline of Allen Creek Road (SR b03) to the intersection of East Gretna Road (SR 40); thence in a westerly direction on East Gretna Road (SR d0) to the intersection of Renan Road (SR 640); thence in a northerly direction along the centerline of Renan Road (SR 640) to the intersection of Discovery Road (SR 1196); thence in a westerly direction along Discovery Road (SR 1196), a distance of 300 feet to a farm road (Tract 101, between blocks 2135 and 2147 as shown on the 2010 Census Block Map); thence in a southerly and northerly direction, a distance of 10,050 feet along said farm road as it meanders to the intersection of Edmunds Road (SR 606); thence in a northwesterly direction along Edmunds Road (SR 606) to the intersection of Flyblow Creek; thence in a northwesterly direction along the Flyblow Creek to the intersection of Farmers Road (SR 618); thence in a southwesterly direction along the centerline of Farmers Road (SR 618) to the intersection of Edmunds Road (SR 606); thence in a northwesterly direction along Edmunds Road to the intersection of Hodnetts Road (SR 630); thence in a southerly direction along the centerline of Hodnetts Road (SR 630) to the intersection of Totes Mill Road (SR 808); thence in a southerly direction along the centerline of Totes Mill Road (SR 808) to the intersection of the Stinking River; thence in a northwesterly direction along the Stinking River, a distance of 10,500 feet to a branch of the Stinking River; thence in a westerly direction along the centerline of the Stinking River Branch, a distance of 2,720 feet to the intersection of a farm road (Tract 101, between blocks 2127 and 2126 as shown on the 2010 Census Block Map); thence in a westerly direction along said farm road, a distance of 820 feet to the intersection of Tucker Road (SR 792); thence in a northerly direction along Tucker Road (SR 792) to the intersection of the Stinking River; thence in a northwesterly direction along the Stinking River to the intersection with Deer View Road (SR 670); thence in a northeasterly direction along the centerline of Deer View Road (SR 670) to the intersection of Midway Road (SR 671); thence in a northerly direction along the centerline of Midway Road (SR 671) to the intersection of Blue Ridge Drive (SR 634); thence in a westerly direction along Blue Ridge Drive (SR 634), a distance of 2,200 feet to a farm road (Tract 101, between blocks 3044 and 3035 as shown on the 2010 Census Block Map); thence along said farm road in a northerly direction, a distance of 1, 750 feet to the intersection of Izaak Walton Road (SR 653); thence in a southwesterly direction along the centerline of Izaak Walton Road (653) to the intersection of Blue Ridge Drive (SR 634); thence in a southerly direction along Blue Ridge Drive (SR 634) to its intersection with Rockford School Road (SR 665); thence in a northwesterly direction along the centerline of Rockford School Road (SR 665) to its intersection with a farm road at the intersection of Keese Road (SR 770) and Rockford School Road (SR 665), (Tract 103, between blocks 3000 and 3046 as shown on the 2010 Census Block Map); thence in a southwesterly direction along the center line of said farm road to its intersection with Music Street (SR 760); thence in a northerly direction along the centerline of Music Street (SR 760) to its intersection with Old Woman's Creek; thence in a southwesterly direction along the center line of Old Woman's Creek to its intersection with Weatherford Drive (SR 763); thence in a westerly direction along Weatherford Drive (SR 763) to its intersection with Azalea Drive (SR 764); thence in a southerly direction along the centerline of Azalea Drive (SR 764) to the intersection of Pittsville Road (SR 672); thence in a westerly direction along the centerline of Pittsville Road (SR 672) to its intersection with Ridgeway Road (SR 608); thence in a westerly direction along the centerline of Ridgeway Road (SR 608} to the P42 intersection of Court Road (SR 771); thence in a westerly direction along the centerline of Court Road (SR 771) to its intersection of Toshes Road (SR 605); thence in a northwesterly direction along the centerline of Toshes Road (SR 605) to its intersection with the Pigg River; thence in a northerly direction meandering along the centerline of the Pigg River to its intersection with the Pittsylvania County and Bedford County line in the center of the Staunton River; thence in a northerly and easterly direction meandering along the centerline of the Staunton River between Pittsylvania County and Bedford County to an intersection of the Staunton River between Pittsylvania County and Campbell County; thence in an easterly direction along the centerline of the Staunton River between Pittsylvania County and Campbell County to the point of beginning. Tunstall Election District Beginning at the intersection of the Virginia-North Carolina line and Benny Hill Road (SR 863); thence in a westerly direction along the Virginia-North Carolina State Line to the intersection of the Virginia-North Carolina State Line with the Pittsylvania/Henry County line; thence in northerly direction with the Pittsylvania/Henry County line to its intersection with Callands Road State Route 57; thence in a easterly direction along the centerline of Callands Road (SR 57) to its intersection with Mapleton Drive (SR 818); thence in a southerly direction along the centerline of Mapleton Drive (SR 818) in a southerly direction a distance of 5,000 feet to a farm road (Tract 104, between blocks 3020 and 3044 as shown on the 2010 Census Block Map); thence along said farm road in a northeasterly direction 2,500 feet to the intersection of a pond of a branch of Sandy Creek; thence along said branch of Sandy Creek a distance of 6,000 feet in a southerly direction to the intersection of Mapleton Drive (SR 818) to its intersection with Franklin Turnpike (SR 41); thence in a southerly direction along the centerline of Franklin Turnpike (SR 41) to the intersection of Union Hall School Road (SR 61 Z); thence in a north and easterly direction along the centerline of Union Hall School Road (SR 612) to the intersection with North Branch of Strawberry Creek; thence in an easterly direction along North Branch of Strawberry Creek to the intersection of Strawberry Road (SR 750); thence in a southerly direction along the centerline of Strawberry Road (SR 750) to the intersection of Franklin Turnpike (SR 41); thence in an easterly direction along the centerline of Franklin Turnpike (SR 41) to the intersection of Morris Branch; thence in a northerly direction along Morris Branch to the intersection of Strawberry Creek; thence in a northerly direction along Strawberry Creek to the intersection of Banister River; thence in a easterly direction along the Banister River to the intersection of Irish Road (SR 703); thence in an easterly direction along the centerline of Irish Road (SR 703) to its intersection with Tightsqueeze Road (SR 703); thence along the centerline Tightsqueeze Road (SR 703) to its intersection with the Norfolk Southern Railway; thence in a southerly direction along the centerline of the Norfolk Southern Railway to the intersection of Dry Fork Road (SR 718); thence in a southwesterly direction along the centerline of Dry Fork Road (SR 718) to its intersection with Franklin Turnpike (SR 41); thence in a westerly direction along Franklin Turnpike (SR 4l) to its intersection with F.C. Beverly Road (SR 703); thence in a southern direction along the centerline of F.C. Beverly Road (SR 703) to its intersection with Whitmell School Road (SR 750); thence in a southerly direction along the centerline of Whitmell School Road (SR 750) to its intersection with Tunstall High Road (SR 869); thence in a southern direction along the centerline of Tunstall High Road (SR 869) to the intersection of Stony Mill Road (SR 869); thence in a southern direction along the centerline of Stony Mill Road (SR 869) to the intersection of Martinsville Highway (US Route 58); thence in a westerly direction along the centerline of Martinsville Highway (US Route 58) to the intersection of Rockwood Drive (SR P43 1040); thence in a southerly direction along Rockwood Drive (SR 1040) to the intersection of Peacock Acres Trail; thence in a southerly direction along Peacock Acres Trail, a distance of 3,520 feet, to a farm road (Tract 101, between blocks 1022 and 1037 as shown on 2010 Census Block Map); thence along said farm road to Trotters Creek; thence south along Trotters Creek to the Berry Hill Road (SR 863); thence in a south westerly direction along the Berry Hill Road (SR 863) to the Virginia-North Carolina State Line to the point of beginning. Westover Election District Beginning at the intersection of the Virginia-North Carolina State Line and the Danville City limits; thence in a westerly direction along the Virginia-North Carolina State Line to Berry Hill Road (SR 863) and the Virginia-North Carolina State Line; thence in a northeasterly direction along the centerline of Berry Hill Road (SR 863) to the intersection of Trotters Creek; thence in a northerly direction along the centerline of Trotters Creek to the intersection of a farm road (Tract Ill, between blocks 1022 and 1037 as shown on the 2010 Census Block Map); thence along said farm road, a distance of 3,850 feet to the intersection of Peacock Acres Trail; thence in a northerly direction along Peacock Acres Trail to the intersection of Rockwood Drive (SR 1040); thence in a northerly direction along the centerline of Rockwood Drive (SR 1040) to the intersection of Martinsville Highway U.S. Route 58; thence in a easterly direction along the centerline of Martinsville Highway (SR 58) to its intersection with Stony Mill Road (SR 869); thence in a northerly direction along the centerline of Stony Mill Road (SR 869) to the intersection of Mount Cross Road (SR 844); thence in a easterly direction along the centerline of Mount Cross Road (SR 844) to the intersection of Mount Cross Road (SR 750); thence in a southerly direction along Mount Cross Road (SR 750) to the intersection of Golf Club Road (SR 746); thence in a northerly direction along the centerline of Golf Club Road (SR 746) to the intersection of Orphanage Road (SR 743); thence in a easterly direction along the centerline of Orphanage Road (SR 743) to the intersection of a stream (Tract I13, between census block 1002 and 1005 as shown on the 2010 Census Block Maps); thence in a northerly direction along said stream to its intersection with a Gas Line Right of Way; thence in a northeasterly direction 800 feet along the centerline of the Gas Line Right of Way to the intersection with centerline of Jeanette Drive (SR 1535); thence in a northeasterly direction along the centerline of Jeanette Drive (SR 1535) to its intersection of Franklin Turnpike (SR 41); thence in a northwesterly direction along the centerline of Franklin Turnpike (SR 41) to the intersection of Mount Hermon Circle (SR 744); thence in a northeasterly direction along the centerline of Mount Hermon Circle (SR 744) to its intersection with West Witt Road (SR 719); thence in a northeasterly direction along West Witt Road (SR 719) to its intersection with Mount View Road (SR 745); thence in a easterly direction along Mount View Road (SR 745) to the intersection of East Witt Road (SR 719); thence in a easterly direction along East Witt Road (SR 719) to its intersection with Norfolk Southern Railway; thence in a southerly direction along the centerline of the Norfolk Southern Railway to its intersection with US Route 29; thence in a northerly direction along the centerline of US Route 29 to its intersection with Lawless Creek Road (SR 719); thence in a southeasterly direction along the centerline of Lawless Creek Road (SR 719) to its intersection with Lawless Creek; thence in a southerly direction along Lawless Creek to the intersection of US Route 29 Bypass; thence in a northerly direction along US Route 29 Bypass to the intersection of Livestock Road (SR 721); thence in a westerly direction along Livestock Road (SR 721) to the intersection of Edwards Creek; thence in a southwesterly direction along Edwards Creek to the intersection of a farm road (Tract 114, between blocks 1046 and 1045 as shown on 2010 Census Block Map); thei:ce along said road, a P44 distance of 1,140 feet to the intersection of US Route 29 Business; thence along US Route 29 Business, a distance of 1,250 feet to a farm road (Tract 114, between blocks 1046 and 1047 as shown on 2010 Census Block Map); thence along said farm road, a distance of 800 feet to tl~e intersection of a branch stream; thence along said branch, a distance of 580 feet to the intersection of Edwards Creek; thence in a southerly direction along Edward Creek to the intersection ojFall Creek; thence in a southerly direction along Fall Creek to the intersection of a farm road; thence in a southerly directivn, a distance of 3,500 feet (Tract 113, between blocks 2027 and 2025 as shown on 2010 Census Block Map) to the intersection of US Route 29 Business; thence along US Route 29 Business to the Corporate Limits of the City of Danville; thence west and south along said Corporate Limits of the City of Danville to the point of beginning. SEC.8-7. PRECINCTS. The precinct for each election district and the polling place for each precinct shall be set forth below: (B.S.M. 6/5/89), (B.S.M. 112/90), (Dept. Justice (10/12/91), (B.S.M. 9/3/96), (B.S.M. 12/16/03), (B.S.M. 1/5/03), (B.S.M. 3/16/04), (B.S.M. 7/20/04), (B.S.M. 4/19/OS), (B.S.M. 5/16/06) (B.S.M. 6/19/07), (B.S.M. 8/04/08), (B.S.M. 8/19108) (B.S.M. 3/16/10) POLLING PLACE CHATHAM-BLAIRS ELECTION DISTRICT Twin Springs Twin Springs Elem. School Chatham Precinct Old Chatham Elementary School (Old Library Building) Tunstall Precinct Tunstall High School West Blairs Precinct Blairs Vol. Fire & Rescue CALLANDS-GRETNA ELECTION DISTRICT Bearskin Precinct Union Hall Elem. Schoo! Callands Precinct Callands VFD Climax Precinct Climax Ruritan Club Gretna Precinct Gretna Senior H.S. Sandy Leve! Cool Branch Vol. Rescue Squad BANISTER ELECTION DISTRICT Central Precinct Chatham Elementary School Riceville Precinct Riceville-Java Fire Department East Blairs Precinct Southside Elementary School Mt. Airy Precinct Mt. Airy Elem. School East Gretna Precinct Gretna Fire Department P45 DAN RIVER ELECTION DISTRICT Keeling Precinct Keeling Vol. Fire Dept. Kentuck Precinct Dan River High School Ringgold Precinct Ringgold Vol. Fire & Rescue STAUNTON RIVER ELECTION DISTRICT Hurt Precinct John L. Hurt, Jr. Elem. School Motley-Sycamore Precinct Motley Community Ctr. Renan Renan Vol. Fire Dept. TUNSTALL ELECTION DISTRICT Brosville Precinct Brosville Middle School Stony Mill Precinct Stony Mill Elem. School Swansonville Precinct Katies, Inc., Store Whitmell Precinct Tunstall Volunteer Fire Department Dry Fork Precinct Dry Fork Volunteer Fire Department WESTOVER ELECTION DISTRICT Bachelors Hall Precinct Bachelors Hall Vol. Fire Dept. Ferry Road Precinct River Bend Vol. Fire Dept. M~ Hermon Precinct M~ Hermon Courtyard Mt. Cross Precinct Mt. Cross Vol. Fire Dept. CENTRAL ABSENTEE PRECINCT Central Absentee Precinct UNDER REVISION Central Precinct Old Chatham Elementary School (Old Library Building) BANISTER DISTRICT Beginning at a point on U.S. Hwy 29 and Neighborhood Road (SR1431), thence in an easterly direction along the centerline of Neighborhood Road (SR l 431) to the intersection of MiII Creek Road (SR 691); thence northeasterly on Mill Creek Road (SR 691) to its intersection with Strader Road (SR 689); thence northeasterly along Strader Road (SR 689) to its intersection with Mill Creek; thence along Mill Creek to its intersection with Whitehorn Road; thence south along Whitehorn Road to its intersection with Mill Creek Road (691); thence south easterly along Mill Creek Road (SR 691) to its intersection with Chalk Level Road (SR 685); thence in a southerly P46 direction along Chalk Level Road (SR 685) to its intersection with Motley Road (SR 691); thence in a easterly direction along Motley Road (SR 691) to its intersection with Sheva Road (SR 649); thence in a north westerly direction along Sheva Road (SR 649) to its intersection with South Meadows Road (SR 683); thence in an easterly direction along South Meadows Road (SR 683) to its intersection with Markham Road (SR 686); thence in a northeasterly direction along Markham Road (SR 686) to its intersection with Johnson Mill Road (SR 683); thence continuing along Markham Road (SR 686) in a southeasterly direction to the Banister River; thence following the Banister River in a generally southwesterly direction to its intersection with Halifax Road (SR 57); thence westerly along Halifax Road (SR 57) to its intersection with U.S. Hwy 29; thence northerly along U.S. Hwy 29 to its intersection with Chalk Level Road (SR 685); thence westerly along Chalk Level Road (SR 685) to Chatham Corporate Limits; thence along Hurt Street (SR T685) to its intersection with U.S. Hwy 29 Business (Main Street); thence in a northerly direction along U.S. Hwy 29 Business (Main Street) to its intersection with Spruce Hill Street; thence following Spruce Hill Street to its intersection with Military Drive (SR T1407); thence westerly along Military Drive to its intersection with Hargrave Blvd.; thence along the center line of Hargrave Blvd (Tract 105 between Block 2004 and 2007) to its intersection with Whites Branch; thence along Whites Branch in a southwesterly direction to its intersection with Norfolk Southern Railway; thence following the Norfolk Southern Railway to its intersection with Ridge Street; thence along Ridge Street in a northeasterly direction to its intersection with Depot Street; thence northeasterly along Depot Street to its intersection with Collie Street; thence in a southerly direction along Collie Street to its intersection with Whitehead Street; thence southeasterly along Whitehead Street to its intersection with Ennis Drive; thence westerly along Ennis Drive to its intersection with Norfolk Southern Railway; thence southerly along Norfolk Southern Railway to its intersection with Tight Squeeze Road (SR 703); thence in a westerly direction along Tight Squeeze Road (SR 703) to its intersection with Concord Road (SR 823); thence northerly along Concord Road (SR 823) to its intersection with West Giles Road (SR 824); thence northwesterly along West Giles Road (SR 824) to its intersection with a farm road (in Tract 105 between blocks 3080 and 3094); thence northerly along said farm road (in Tract 105 between blocks 3080; 3081 and 3094) to its intersection with Hickory Road (SR 612); thence in a southwesterly direction along Hickory Road (SR 612) to its intersection with Marion Road (SR 605); thence in a northerly direction along Marion Road (SR 605) to its intersection with Weal Road (SR 821); thence southeasterly along Weal Road to its intersection with Cheyenne Lane; thence along Cheyenne Lane in a northerly direction to its intersection with a tributary to Cherrystone Creek; thence easterly along said tributary creek (in Tract 105 between blocks 3012 and 3036) to its intersection with Callands Road (SR 57}; thence north along Callands Road (SR 57) to its intersection with Moses Mill Road (SR 1428); thence in an easterly direction along Moses Mill Road to its intersection with Cherrystone Creek; thence in an easterly direction along Cherrystone Creek to its intersection with Whites Branch (Chatham Corporate Limits); thence in a northerly direction along an unnamed tributary of Cherrystone Creek (Tract 105 between blocks 3030 and 3031); continuing along unnamed tributary to its intersection with Hodnetts Mill Road (SR 802); thence northeasterly along Hodnetts Mill Road (SR 802) to its intersection with Norfolk Southern Railway; thence northerly along Norfolk Southern Railway to its intersection with U.S. Hwy 29; thence southeasterly along U.S. Hwy 29 to its intersection with Neighborhood Road (SR 1431); the point of beginning. pay UNDER REVISION East Blairs Precinct Beginning at the intersection of U.S. Route 29 and Carter Lodge Road (SR 825); thence east on Carter Lodge Road (SR 825) to its intersection with Owen Road (SR 901); thence in a northerly direction along Owen Road (SR 901) to a farm road (in Tract 109 between blocks 1016 and 1015); thence in a southeasterly direction along said farm road to its intersection with Sweden Fork Creek; thence in a northeasterly direction along the centerline of Sweden Fork Creek to its intersection with a farm road (in Tract 109 between blocks 1014 and 1015); thence in a southerly direction along farm road to its intersection with Spring Garden Road (SR 640); thence in a southwesterly direction along the centerline of Spring Garden Road (SR 640) to the intersection of Sandy Creek; thence in a southeasterly direction meandering along the centerline of Sandy Creek to the intersection of Chestnut Level Lane (SR 825); thence along the centerline of Chestnut Level Lane (SR 825) to the centerline of Hunter's Lane (SR 717); thence in a southwesterly direction along the centerline of Hunter's Lane (SR 717) to the intersection of Dr. Edward Williams Road (SR 825); thence in a southeasterly direction along Dr. Edward Williams Road (SR 825) to the intersection of Malmaison Road (SR 726); thence along Malmaison Road (SR 726); a distance of 1.6 miles to a farm road (in Tract 108 between blocks 1025 and 1027 as shown on the census map); thence along the farm road in a westerly direction; a distance of .7 miles to Lawless Creek; thence in a southwesterly direction along the centerline of Lawless Creek to a farm road southeast of Beaver Park Subdivision; thence in a southeasterly direction; a distance of .6 miles along said farm road (in Tract 108 between blocks 1027 and 1028; as shown on the census map} to Beaver Drive (SR 1077); thence east along the centerline of Beaver Drive (SR 1077) to Old Richmond Road (SR 360); thence in a northeasterly direction along Old Richmond Road (SR 360); a distance of 425 feet to a farm road (in Tract 114 between blocks 2010 and 2011; as shown on the census map); thence along said farm road; a distance of .4 miles to a stream being a northern branch of Little Fall Creek; thence along said branch of Little Fall Creek in a southerly direction; a distance of 1.1 miles to the intersection of Little Fall Creek; thence along Little Fall Creek in a southwesterly direction; crossing Old Quarry Road (SR 723) and continuing along Little Fall Creek to the intersection of Valley Park Drive; thence in a westerly direction along Valley Park Drive to the intersection of Sunset Drive; thence in a northerly direction along the centerline of Sunset Drive to the intersection of Oak Crest Road; thence along the centerline of Oak Crest Road to the intersection of Old Richmond Road (SR 360); thence in a northerly direction along Old Richmond Road (SR 360) to the intersection of a farm road (in Tract 114 between blocks 2031 and 2015); thence along said farm road to its intersection with a stream east of Lawless Creek; thence in a westerly direction along said stream to Lawless Creek; thence in a southerly direction along Lawless Creek to the intersection of Fall Creek; thence in a westerly direction along Fall Creek to its intersection with the Norfolk Southern Railway; thence in a southerly direction along the Norfolk Southern Railway to its intersection with the corporate limits of the City of Danville; thence in a westerly direction along the corporate limits of the City of Danville to the intersection of U.S. Route 29; thence in a northerly direction along U.S. Route 29 to its intersection with Fall Creek; thence in an easterly direction along the centerline of Fall Creek to its intersection with Edwards Creek; thence in a northerly direction along the centerline of Edwards Creek to its intersection with Livestock Road (SR 721); thence in an easterly direction along the centerline of Livestock Road (SR 721) to an intersection of Lawless Creek Road (SR 719); thence in a northwesterly direction along the centerline of Lawless Creek Road (SR 719) to the intersection of P48 U.S. Route 29; thence in a northerly direction along the centerline of U.S. Route 29 to its intersection with Carter Lodge Road (SR 825); the point of beginning. CINDER REVISION East Gretna Precinct Beginning at the intersection of Blue Ridge Drive (SR 634) and Rockford School Road (SR 665); thence in a southeasterly direction along Rockford School Road (SR 665) to the intersection of Mill Stream Drive (SR 792); thence in a westerly direction along Mill Stream Drive (SR 792) to the intersection of George's Creek; thence in a southerly direction along the center line of George's Creek to the intersection of the Mecklenburg powerline and a branch of George's Creek; thence in a westerly direction along the branch of George's Creek to the corporate limits of the Town of Gretna; thence in a southerly direction along the eastern corporate limits of the Town of Gretna to the intersection of East Gretna Road (SR 40); thence in an easterly direction along the center line of East Gretna Road (SR 40) to its intersection with George's Creek; thence in a southerly direction along George's Creek to the intersection of Chalk Level Road (SR 685); thence in a southwesterly direction along Chalk Level Road (SR 685) to the intersection of White Thorn Creek; thence meandering along White Thorn Creek to its intersection with Dry Branch Creek (in Tract 107 between blocks 1024 and 1025); thence in a southwesterly direction along Dry Branch Creek to its intersection with South Meadows Road (SR b83); thence in a westerly direction along South Meadows Road (SR 683) to its intersection with Sheva Road (SR 649); thence in a southeasterly direction along Sheva Road (SR 649) to its intersection with Motley Road (SR b91); thence in a westerly direction along Motley Road (SR 691) to its intersection with Chalk Level Road (SR 685); thence northerly along Chalk Level Road (SR 685) to its intersection with Mill Creek Road (SR 691); thence in a westerly direction along Mill Creek Road (SR 691) to its intersection with Whitehorn Road; thence northerly along the centerline of Whitehorn Road to its intersection with Mill Creek; thence in an easterly direction along Mill Creek to its intersection with Strader Road (SR 689); thence in a northeasterly direction along Strader Road (SR 689) to its intersection with Taylor's Mill Road (SR 676); thence in a northerly direction along Taylor's Mill Road (SR 676) to its intersection with the Norfolk Southern Railway; thence along the centerline of the Norfolk Southern Railway in a northerly direction to its intersection with People's Supply Road (SR D4); thence in a westerly direction along People's Supply Road (SR D4) to U.S. Route Business 29; thence in a northerly direction along U. S. Route Business 29 to the intersection of Vaden Drive (SR 40); thence in a westerly direction along Vaden Drive (SR 40) to the intersection of Franklin Blvd. (SR T1305); thence in a northerly direction along Franklin Blvd. (SR T1305) to its intersection with East Watts Street; thence along the centerline of East Watts Street to its intersection with Main Street (Business 29); thence in a northerly direction along Main Street (Business 29) to its intersection with Center Street; thence in an easterly direction along the centerline of Center Street to the intersection of the Norfolk Southern Railway; thence in a northerly direction along the centerline of the Norfolk Southern Railway to its intersection with Blue Ridge Drive (SR 634); thence in a northeasterly direction along Blue Ridge Drive to the intersection of Slue Ridge Drive (SR 634) and Rockford School Road (SR 665); the point of beginning. P49 UNDER REVISION Mount Airy Precinct Beginning at the intersection of East Gretna Road (SR 40) and Buck Track Road (SR 927); thence in a northerly direction along centerline of Buck Track Road (SR 927) to its intersection with Farmers Road (SR 618); thence in a northeasterly direction along Farmers Road (SR 618) to its intersection with Renan Road (SR 640); thence in a southerly direction along Renan Road (SR 640) to its intersection with Starkey Road (SR 916); thence along the centerline of Starkey Road (SR 916) to its intersection with Glade Road (SR 604); thence in a westerly direction along Glade Road (SR 604) to its intersection with Straightstone Road (SR 761); thence in a northeasterly direction along the centerline of Straightstone Road (SR 761) to its intersection with Hubbard Road (SR 601); thence in a northerly direction along the centerline of Hubbard Road (SR 601) to its intersection with Straightstone Creek; thence in a southwesterly direction along Straightstone Creek to its intersection with Little Straightstone Creek; thence in a westerly direction along Little Straightstone Creek to its intersection with Level Run Road (SR 668); thence in a northerly direction along Level Run Road (SR 668) to its intersection with Davis Farm Road; thence in a northerly direction along the centerline of Davis Farm Road (in Tract 101 between blocks lOl3 and 1012) to its intersection with Moons Road (SR 602); thence in an easterly direction along the center line of Moons Road (SR 602) to its intersection with Straightstone Road (SR 761); thence in a northerly direction along Straightstone Road (SR 761) to the intersection of the Staunton River; being the Pittsylvania County/Campbell County line; thence in an easterly direction along the centerline of the Staunton River between Pittsylvania County/Campbell County to the intersection of the Pittsylvania County/Halifax County line; thence in a southerly direction along the Pittsylvania County/Halifax County line to the intersection of the Banister River; thence meandering westerly along the centerline of the Banister River to its intersection with Markham Road (SR 686) thence westerly along Markham Road (SR 68b) to its intersection with Johnson Mill Road (SR 683) thence in a northeasterly direction along the centerline of Johnson's Mill Road (SR 683) to the intersection of the Stinking River; thence in a westerly direction along the Stinking River to its intersection with Flyblow Creek; thence in a northerly direction along Flyblow Creek to its intersection with East Gretna Road (SR 40); thence in a westerly direction along East Gretna Road (SR 40) to its intersection with Buck Track Road (SR 927); the point of beginning. UNDER REVISION Riceville Precinct Beginning at Halifax Road (SR 57) at the Pittsylvania County/Halifax County line; thence following Halifax Road (SR 57) in a westerly direction to its intersection with the Banister River; thence meandering in a northeasterly direction along the Banister River to its intersection with the Pittsylvania County/Halifax County line; thence in a southerly direction along the Pittsylvania County/Halifax County line to the intersection of Halifax Road (SR 57) and the Pittsylvania County/Halifax County Line; the point of beginning. P50 CALLANDS-GRETNA Bearskin Precinct Beginning at the intersection of the Franklin Turnpike (SR 41) and Morris Branch; thence in a westerly direction along Franklin Turnpike (SR 41) to its intersection with Strawberry Road (SR 750); thence in a northerly direction along Strawberry Road (SR 750) to its intersection with the North Branch of Strawberry Creek; thence in a westerly direction along the North Branch of Strawberry Creek as it meanders to its intersection with Union Hall School Road (SR 612}; thence in a south and westerly direction along Union Hall School Road (SR 612) to its intersection with Franklin Turnpike (SR 41); thence in a northerly direction along Franklin Turnpike (SR 41) to its intersection with Mapleton Drive (SR 818); thence in a northwesterly direction along Mapleton Drive (SR 818) to its intersection with a farm road in (Track 104 between blocks 3044 and 3046 as shown on the 2010 Census Block Map); thence in an easterly direction along said farm road to its intersection with a branch of the Sandy River in (Track 104 between blocks 3020 a-id 3046 as shown on the 2010 Census Block Map); thence in a southerly direction along a branch of the Sandy River to its intersection with the Sandy River; thence in an easterly direction along the centerline of the Sandy River to its intersection with Maple Rod (SR 817); thence in an easterly direction along the centerline of Maple Road (SR 817) to its intersection with Franklin Turnpike (SR 41); thence in a northerly direction along the centerline of Franklin Turnpike (SR 41) to its intersection with Wet Sleeve Creek Road (SR 814); thence in an easterly direction along the centerline of Wet Sleeve Creek Road (SR 814) to its intersection with Gap Road (SR 815); thence in an easterly direction along the centerline of Gap Road (SR 815) to its intersection with Woodview Drive (SR 814); thence in a northeasterly direction along the centerline of Woodview Drive (SR 814) to its intersection with the Banister River; thence in an easterly direction along the centerline of the Banister River to its intersection with Banister Road (SR 612); thence in a northeasterly direction along the centerline of Banister Road (SR 612) to the intersection of North Flint Hill Road (SR 829); thence east along North Flint Hill Road (SR 829) to its intersection with Mitchell Road (SR 612); thence in an easterly direction along the centerline of Mitchell Road (SR 612) to its intersection with Bearskin Creek; thence in a southerly direction meandering along the centerline of Bearskin Creek to its intersection with Irish Road (SR 703); thence in a southerly direction along the centerline of Irish Road (SR 703) to its intersection with the Banister River; thence in a westerly direction along the Banister River to the intersection of Strawberry Creek; thence in a southerly direction along Strawberry Creek to the intersection with Morris Branch; thence in a southerly direction along Morris Branch to Franklin Turnpike (SR 41) to the point of beginning. Callands Precinct Beginning at the intersection of Callands Road (SR 57) and the Pittsylvania County/Henry County Line; thence continuing with the Pittsylvania County/Henry County line in a northerly direction to the intersection of the Pigg River; thence meandering in an easterly direction along the Pigg River to its intersection with Tomahawk Creek; thence southerly along Tomahawk Creek to its intersection with Cooksburg Road (SR 644); thence in an easterly direction along Cooksburg Road (SR 644) to its intersection with Oxford Rod (SR 750); thence in a southeasterly direction along Oxford Road (SR 750) to its intersection with Green Pond Road (SR 750); thence in a southerly direction along Green Pond Road (SR 750) to its intersection with Strawberry Road (SR 750); thence in a southerly direction along Strawberry Road (SR 750) to its intersection with P51 North Flint Hill Road (SR 829); thence southeasterly along North Flint Hill Road (SR 829) to its intersection with Farm Road; thence northeasterly along Farm Road to its intersection with a tributary to Little Bearskin Creek in (Tract 104 between blocks 2017 and 2026 as shown on the 2010 Census Block Map); thence in an easterly direction along tributary to Little Bearskin Creek to its intersection with Little Bearskin Creek; thence northwesterly along Little Bearskin Creek to a farm road in (Tract 104 between blocks 2016 and 2017 as shown on the 2010 Census Block Map); thence easterly along said farm road to its intersection with Hollywood Road (SR 834); thence in a southeasterly direction along Hollywood Road (SR 834) to its intersection with a farm road in (Tract 104 between blocks 2012 and 2015); thence along said farm road in an easterly direction to its intersection with Little Bearskin Creek; thence southeasterly along Little Bearskin Creek to its intersection with Mitchell Road (SR 612); thence in a westerly direction along Mitchell Road (SR 612) to its intersection with North Flint Hill Road (SR 829); thence in a westerly direction along the centerline of North Flint Hill Road (SR 829) to its intersection with Banister Road (SR 612); thence along the centerline of Banister Road (SR 612) to its intersection with the Banister River; thence in a westerly direction along the Banister River to its intersection with Woodview Drive (SR 814); thence in a southwesterly direction along the centerline of Woodview Drive (SR 814) to its intersection with Gap Road (SR 815); thence in a westerly direction along the centerline of Gap Road (SR 815) to its intersection with Wet Sleeve Creek Road (SR 814); thence in a westerly direction along the centerline of Wet Sleeve Creek Road (SR 814) to its intersection with Franklin Turnpike (SR 4l ); thence in a southerly direction along the centerline of Franklin Turnpike (SR 41) to its intersection with Maple Road (SR 817); thence in a northwesterly direction along the centerline of Maple Road (SR 817) to its intersection with the Sandy River; thence in a westerly direction along the centerline of the Sandy River to its intersection with a northern branch of the Sandy River in (Tract 104 between blocks 3020 and 3046 as shown on the 2010 Census Block Map); thence in a northwesterly direction along said branch to its intersection with a farm road in (Tract 104 between block 3044 and 3046 as shown on the 2010 Census Block Map); thence in a southwesterly direction along said farm road to its with Mapleton Drive (SR 818); thence in a westerly direction along the centerline of Mapleton Drive (SR 818) to its intersection with Callands Road (SR 57); thence in a westerly direction along the centerline of Callands Road (SR57) to the Pittsylvania County/Henry County line, to the point of beginning. Climax Precinct Beginning at the intersection of Strader Road (SR 689) and Payneton Road (SR 649); thence in a southerly direction along Strader Road (SR 689) to its intersection with Mill Creek; thence in a northeasterly direction along the centerline of Mill Creek as it meanders, a distance of 7,500 feet to a point being 900 feet; thence in a southerly direction 900 feet to the intersection of Dual Track Road; thence in a southwesterly direction along the centerline of Dua! Track Road 3,600 feet to the intersection to US Route 29; thence in a northerly direction along US Route 29 to its intersection with Dry Bridge Road (SR 801); thence in a southerly direction along the centerline of Dry Bridge Road (SR 801) to the intersection of a Gas Line Right of Way; thence in a easterly direction along the centerline of the Gas Line Right of Way to its intersection with the Norfolk Southern Railway; thence in a southerly direction along the Norfolk Southern Railway to its intersection with Hodnetts Mill Road (SR 802); thence in a westerly direction along Hodnetts Mill Road (SR 802) to its intersection of the eastern branch of Cherrystone Creek; thence meandering in a southerly direction along the eastern branch of Cherrystone Creek to its intersection with Cherrystone Creek and Whites Branch; thence in a westerly direction along the P52 centerline of Cherrystone Creek to its intersection with Moses Mill Road (SR 1428); thence in a westerly direction along the centerline of Moses Mill Road (SR 1428) to its intersection with Callands Road (SR 57); thence in a southerly direction along Callands Road (SR 57) to its intersection with the southern branch of Cherrystone Creek; thence meandering in a westerly direction along the southern branch of Cherrystone Creek to the intersection of Cheyenne Lane; thence in a southerly direction along Cheyenne Lane to its intersection with Weal Road (SR 821); thence west along the centerline of Weal Road (SR 821) to its intersection with Marion Road (SR 605); thence in a southerly direction along Marion Road (SR 605) to its intersection with Daniel Road; thence in a westerly direction along Daniel Road, a distance of 2,300 feet to a farm road (Tract 105 between blocks 3135 and 3136 as shown on the 2010 Census Block Map); thence in a southeasterly direction along the centerline of said farm road, a distance of 3,800 feet to the intersection ojMarion Road (SR 605); thence in a southerly direction along the centerline of Marion Road (SR 605) to the intersection with Hickory Road (SR 612); thence in a northeasterly direction along Hickory Road (SR 612), a distance of 3,200 feet to the intersection of a farm road in (Tract I05 between blocks 3141 and 3142 as shown on the 2010 Census Block Map); thence in a southerly direction along said farm road to its intersection with West Giles Road (SR 824); thence along the centerline of West Giles Rod (SR 824) to the intersection of Concord Road (SR 823); thence in a southern direction along Concord Road (SR 823) to the intersection of Irish Road (SR 702); thence along the centerline of Irish Road (SR 703) to its intersection with Bearskin Creek; thence in a northerly direction along Bearskin Creek to its intersection with Little Bearskin Creek; thence in a northwesterly direction along Little Bearskin Creek, a distance of 33,522 feet to its intersection with a farm road in (Tract 104 between blocks 2028 and 2035 as shown on the 2010 Census Block Map); thence in a westerly direction along said farm road to its intersection with Hollywood Road (SR 834); thence northwesterly along Hollywood Road (SR 834) to its intersection with a farm road in (Tract 104 between blocks 2026 and 2033 as shown on the 2010 Census Block Map); thence in a westerly direction along said road, a distance of 300 feet to its intersection with Little Bearskin Creek; thence in a southeasterly direction along Little Bearskin Creek to its intersection with a tributary to Little Bearskin Creek; thence in a westerly direction along the tributary of Little Bearskin Creek, a distance of 2,860 feet to its intersection with Farm Road; thence in a southerly direction along Farm Road to its intersection with North Flint Hill Road (SR 829); thence northwesterly along North Flint Hill Road (SR 829) to its intersection with Strawberry Road (SR 750); thence north along Strawberry Road (SR 750) to its intersection with Green Pond Road (SR 750); thence in a northerly direction along Green Pond Road (SR 750) to its intersection with Anderson Mill Road (SR 649); thence in a northeasterly direction along Anderson Mill Road (SR 649) to its intersection with Climax Road (SR 799); thence in a northeasterly direction along Climax Road (SR 799) to its intersection with Piney Forest Road (SR 790); thence in an easterly direction along Piney Road (SR 790) to its intersection with Green Bay Road (SR 79); thence in a southerly direction along Green Bay Road (SR 797) to its intersection with Emery Road (SR 795); thence in a southeasterly direction along Emery Road (SR 795) to its intersection with Anderson Mill Road (SR 649); thence in an easterly direction along Anderson Mill Road (SR 649) to its intersection with Payneton Road (SR 649); thence in a southeasterly direction along Payneton Road (SR 649) to its intersection with Strader Road (SR 689), to the point of beginning. Gretna Precinct Beginning at the intersection of East Gretna Road (SR 40) to its intersection of Hickey Road (SR 927); thence in a southerly direction along the centerline of Hickey Road (SR 927) to its P53 intersection with the Stinking River; thence in an easterly direction meandering along the Stinking River, a distance of 4,590 feet to a farm road (Tract 107 between blocks 1055 and 1056 as shown on the 2010 Census Block Map); thence in an easterly direction along said farm road, a distance of 1,800 feet to tfie intersection of Upper Mountain Road (SR 627)); thence in an easterly direction along the centerline of Upper Mountain Road (SR 627) to the intersection with Johnson Mill Road (SR 683); thence in a southerly direction along the centerline of Johnson Mill Road (SR 683) to the intersection of Markham Road (SR 686); thence in a southerly direction along Markham Road (SR 686) to its intersection with South Meadows Road (SR 683); thence meandering in a southwesterly direction along South Meadows Road (SR 683) to its intersection with Dry Branch; thence in a northerly direction along the centerline of Dry Branch to the intersection of Whitethorn Creek; thence meandering along the centerline of Whitethorn Creek to its intersection with Chalk Level Road (SR 685); thence along the centerline of Chalk Level Road (SR 685) to its intersection with Georges Creek; thence in a northerly direction along the centerline of Georges Creek to its intersection with East Gretna Road (SR 40); thence in a westerly direction East Gretna Road (SR 40) to the eastern corporate limits of the Town of Gretna; thence in a northerly direction along the eastern corporate limits of the Town of Gretna to an intersection of a branch of Georges Creek; thence in an easterly direction along a branch of Georges Creek to the intersection of Georges Creek and the Mecklenburg Electric Power Line; thence in a northerly direction along the centerline of the Mecklenburg Electric Power Line, a distance of 2,200 feet to a farm road (Tract 101 between blocks 3082 and 3083 as shown on the 201 D Census Block Map); thence along said road 500 feet to the intersection of Millstream Drive (SR 792); thence in a southwesterly direction along Millstream Drive (SR 792) to its intersection with Georges Creek; tlrence in a northwesterly direction along the centerline of Georges Creek to the intersection with the Norfolk Southern Railway; thence in a southerly direction along the Norfolk Southern Railway to its intersection with Northside Drive (SR T1307); thence in a westerly direction along the centerline of Northside Drive (SR T1307) to its intersection with North Main Street (Route 29 Business); thence in a southerly direction along North Main Street (US 29 Business) to its intersection with East Watts Drive (SR T1314); thence in a westerly direction along East Watts Drive (SR T1314) to its intersection with Franklin Boulevard (SR T1305); thence in a southerly direction along the centerline of Franklin Boulevard (SR T135) to its intersection with Vaden Drive (SR 40); thence in an easterly direction along Vaden Drive (SR 40) to its intersection with North Main Street (US 29 Business); thence in a southerly direction along US 29 Business to its intersection with Peoples Supply Road (SR T1334); thence in an easterly direction along Peoples Supply Road (SR T1334) to its intersection with Norfolk Southern Railway; thence in a southerly direction along the centerline of the Norfolk Southern Railway to its intersection with Taylor's Mill Road (SR 676); thence along the centerline of Taylor's Mill Road (SR 676) along the centerline of the Mecklinburg Electric Power line to the intersection of Long Branch Creek; thence in an easterly direction along the centerline of Long Branch Creek to the intersection of Long Branch Lane; thence in a southerly direction along Long Branch Lane, a distance of 730 feet to Long Branch Way; thence in a southerly direction along Long Branch Way to the intersection of Camney Road (SR 1069); thence in a southerly direction along the centerline of Camney Road (SR 1069) to the intersection of Taylors Mill Road (SR 676); thence in a southerly direction along the centerline of Taylors Mill Road (SR 676) to the intersection with Strader Road (SR 689); thence in a southerly direction along Strader Road (SR 689) to its intersection with Payneton Road (SR 649); thence in a westerly direction along Payneton Road (SR 649) to its intersection with Anderson Mil] Road (SR 649); thence in a westerly direction along Anderson Mill Road (SR 649) to its intersection with Emery Road (SR 795); thence in a northwesterly direction along Emery P54 Road (SR 795) to its intersection with Green Bay Road (SR 797); thence in a northwesterly direction along Green Bay Road (SR 797) to its intersection with Piney Road (SR 790); thence west along Piney Road (SR 790) to its intersection with Climax Road (SR 799); thence in a northerly direction along Climax Road (SR 799) to its intersection with Toshes Road (SR 605); thence north along Toshes Road (SR 605) to its intersection with Ridgeway Road (SR 608); thence in a northeasterly direction along the centerline of Ridgeway Road (SR 608) to its intersection with Pittsville Road (SR 672); thence in an easterly direction along Pittsville Road (SR 672) to its intersection with Azalea Drive (SR 764); thence in a northerly direction along Azalea Drive (SR 764) to its intersection with Weatherford Drive (SR 763); thence in an easterly direction along Weatherford Drive (SR 763) to its intersection with Old Woman's Creek; thence in a northeasterly direction along the centerline of Old Woman's Creek to its intersection with Music Street (SR 760); thence in an easterly direction along Music Street (SR 760) to its intersection with a farm road just north of Brushy Mountain Road (SR 790) in (Tract 103 between blocks 3000 and 3046 as shown on the 2010 Census Block Map); thence in a northeasterly direction along said farm road to the intersection with Rockford School Road (SR 665) and Keese Road (SR 770); thence in a southerly direction along Rockford School Road (SR 665) to its intersection with Blue Ridge Drive (SR 643); thence in a northeasterly direction along Blue Ridge Drive (SR 634) to its intersection with Izaak Walton Road (SR 653); thence in a northeasterly direction along the centerline of Izaak Walton Road, a distance of 2,400 feet to a farm road (Tract 101 between blocks 3035 and 3044 as shown on the 2010 Census Block Map); thence in a southern direction along said farm road, a distance of 1, 750 feet to the intersection of Blue Ridge Drive (SR 634); thence in a southerly direction along the centerline of Blue Ridge Drive (SR 634) to the intersection of Burke Road (SR 904); thence in a southerly direction along Burke Road (SR 904) to its intersection with Rockford School Road (SR 665); thence in a southeasterly direction along Rockford School Road (SR 665) to the intersection of the Mecklenburg Electric Power line; thence in a southerly direction along the centerline of the Mecklenburg Electric Power line to the intersection of Millstream Drive (SR 792); thence in a northeasterly direction along the centerline of Millstream Drive (SR 665) to the intersection of Tucker Road (SR 792); thence in a northeasterly direction along the centerline of Tucker Road (SR 792) to the intersection of West Fork Creek; thence along the centerline of West Fork Creek as it meanders in a southerly direction 7,390 feet to a farm road (Tract 101 between blocks 3072 and 3091 as shown on the 2010 Census Block Map); thence in a southerly direction along said farm road, a distance of 2,300 feet to the intersection of Rockford School Road (SR 665); thence in a southerly direction along Rockford School Road (SR 665) to its intersection with Crown Road (SR 885); thence in a southerly direction along Crown Road (SR 885) to its intersection with East Gretna Road (SR 40); thence in easterly direction along East Gretna Road (SR 40} to its intersection with Hickey's Road (SR 927) to the point of beginning. Sandy Level Precinct Beginning at the intersection of the Pittsylvania County/Franklin County line and the Pigg River; thence continuing along the Pittsylvania County/Franklin County line to the intersection of the Pittsylvania County/Bedford County line at a point on Smith Mountain Lake; thence with Pittsylvania County/Bedford County line as it meanders in an easterly direction along the Staunton River (or Roanoke River) or the former location of said riverbed to the intersection of the Pigg River and the Staunton River; thence in a southerly direction meandering along the Pigg River to its intersection with Toshes Road (SR 605); thence in a south and easterly direction along Toshes Road (SR 605} to the intersection of Court Road (SR 771); thence in an easterly direction P55 along Court Road (SR 771) to its intersection with Ridgeway Road (SR 608); thence in a southerly direction along the centerline of Ridgeway Road (SR 608) to its intersection with Toshes Road (SR 605); thence in a southerly direction along Toshes Road to its intersection with Climax Road (SR 799); thence in a southerly direction along Climax Road (SR 799) to its intersection with Anderson Mill Road (SR 649); thence in a westerly direction along Anderson Mill Road (SR 649) to its intersection with Oxford Road (SR 750); thence in a northwesterly direction along Oxford Road (SR 750) to its intersection with Cooksburg Road (SR 644); thence west along Cooksburg Road (SR 644) to its intersection with Tomahawk Creek; thence in a northerly direction along Tomahawk Creek to its intersection with the Pigg River; thence in a westerly direction along Pigg River as it meanders to its intersection with the Pittsylvania County/Franklin County line to the point of beginning. CHATHAM-BLAIRS DISTRICT UNDER REVISION Chatham Precinct Beginning at the intersection of Dry Fork Road (SR 718} and the Norfolk Southern Railway; thence in a northerly direction along the centerline of the Norfolk Southern Railway to its intersection with Ennis Drive (Town of Chatham); thence in an easterly direction along the centerline of Ennis Drive to its intersection with Whitehead Street; thence in a northerly direction along Whitehead Street to its intersection with Collie Street; thence in a northeasterly direction along the centerline of Collie Street to its intersection with Depot Street (SR 57); thence in a westerly direction along the centerline of Depot Street (SR 57) to its intersection with Ridge Street; thence in a westerly direction along the centerline of Ridge Street to its intersection with the Norfolk Southern Railway; thence in a northerly direction along the centerline of the Norfolk Southern Railway to its intersection with White Branch Creek; thence in a northerly direction along the centerline of White Branch Creek to its intersection with Military Drive (SR T1407); thence in an easterly direction along the centerline of Military Drive (SR T1407) to its intersection with Spruce Hill Road; thence in a northerly direction along Spruce Hill Road to its intersection with North Main Street (US Business 29); thence in a southern direction along North Main Street (U.S. Business 29) to its intersection with Hurt Street (SR T685); thence in a easterly direction along Hurt Street (SR T685) to the eastern corporate limits of the Town of Chatham; thence continuing on Chalk Level Road (SR 685) in a easterly direction to its intersection with U.S. Route 29 By-Pass; thence in a southerly direction along the centerline of the US Route 29 By-Pass to its intersection with Halifax Road (SR 57); thence in an easterly direction along the centerline of Halifax Road (SR 57) to its intersection with Motley Mill Road (SR 649); thence in a southerly direction along the centerline of Motley Mill Road (SR 649) to its intersection with Spring Garden Road (SR 640); thence in a southerly direction along Spring Garden Road (SR 640) to its intersection with Game Reserve Road (SR 706); thence meandering in a southwesterly direction along Game Reserve Road (SR 706) to its intersection with Snake Path Road (SR 718); thence in a westerly direction along the centerline of Snake Path Road (SR 718) to its intersection with Dry Fork Road (SR 718); thence westerly along Dry Fork Road to its intersection with the Norfolk Southern Railway; the point of beginning. P56 Tunstall Precinct Beginning at the intersection of F.C. Beverly Road (SR 703) and Franklin Turnpike (SR 41); thence in a southeasterly direction along Franklin Turnpike (SR 41) to its intersection with Hutson Road (SR 865); thence in a southerly direction along Hutson Road (SR 865) to its intersection with Sandy Creek Road (SR 866); thence in a southeasterly direction along Sandy Creek Road (SR 866) to its intersection with Laniers Mill Road (SR 863); thence in a northeasterly direction along Laniers Mill Road (SR 863) to its intersection with Golf Club Road (SR 746); thence in a southerly direction along Golf Club Road (SR 746) to its intersection with Mount Cross Road (SR 750); thence in a northwesterly direction along Mount Cross Road (SR 750) to its intersection with Mount Cross Road (SR 844); thence continuing along Mount Cross Road (SR 844} to its intersection with Tunstall High Road (SR 869); thence in a northerly direction along Tunstall High Road (SR 869) to its intersection with Whitmell School Road (SR 750); thence in a northerly direction along Whitmell School Road (SR 750) to its intersection with F.C. Beverly Road (SR 703); thence in a northeasterly direction along F.C. Beverly Road (SR 703) to its intersection with Franklin Turnpike (SR 4l ); the point of beginning. Twin Snrin~s Precinct Beginning at the intersection of Franklin Turnpike (SR 4l) and Dry Fork Road (SR 718); thence in an easterly direction along the centerline of Dry Fork Road (SR 718) to its intersection with a power line (in Tract 109 in block 2031); thence in a southeasterly direction along said power line to its intersection with R & L Smith Drive (SR 863); thence in a westerly direction along R & L Smith Drive (SR 863) to its intersection with Fall Creek; thence southerly along the centerline of Fall Creek to its intersection with West Witt Road (SR 719); thence in a southwesterly direction along the centerline of West Witt Road (SR 719) to its intersection with Mount Hermon Circle (SR 744); thence in a southwesterly direction along Mount Hermon Circle (SR 744) to its intersection with Franklin Turnpike (SR 41); thence in a southerly direction along the centerline of Franklin Turnpike (SR 41) to the intersection of Jeanette Drive (SR 1535); thence in a southerly direction along Jeanette Drive (SR 1535) to its intersection with a branch (in Tract 13 between blocks 1003 and 1004 as shown on the census tract maps); thence in a southerly direction along said branch to its intersection with Orphanage Road (SR 743); thence in a westerly direction along the centerline of Orphanage Road (SR 743) to its intersection with Golf Club Road (SR 746); thence in a northerly direction along Golf Club Road (SR 746) to its intersection with Laniers Mill Road (SR 863); thence in a southwesterly direction along Laniers Mill Road to its intersection with Sandy Creek Road (SR 866); thence in a northwesterly direction along Sandy Creek Road (SR 866) to its intersection with Hutson Road (SR 865); thence in a northerly direction along Hutson Road to its intersection with Franklin Turnpike (SR 41); thence in a northwesterly direction along Franklin Tumpike (SR 41) to its intersection with Dry Fork Road (SR 718); the point of beginning. West Blairs Precinct Beginning at the intersection of Dry Fork Road (SR 718) and a power line (in Tract ] 09 in block 203 l ); thence in a easterly direction along Dry Fork Road (SR 718) to its intersection with Snake Path Road (SR 718); thence northeasterly along Snake Path Road (SR 718) to its intersection with Eddies Lane (SR 975); thence in a southerly direction along the centerline of Eddies Lane (SR 975) to its intersection with Sweden Fork Creek; thence southwesterly along the centerline of Sweden Fork Creek to a farm road (in Tract 109 between blocks 1016 and 1015 as shown on the P57 census maps); thence in a northwesterly direction along said farm road to the intersection of Owen Road (SR 901); thence in a southwesterly direction along the centerline of Owen Road (SR 901) to the intersection of Carter Lodge Road (SR 825); thence in a westerly direction along Carter Lodge Road (SR 825) to the intersection of US Route 29; thence in a southerly direction along the centerline of U.S. Route 29 to its intersection with the Norfolk Southern Railway; thence in a northwesterly direction along the centerline of the Norfolk Southern Railway to its intersection with East Witt Road (SR 719); thence in a westerly direction along the centerline of East Witt Road (SR 719) to its intersection with Mount View Road (SR 745); thence in a westerly direction along Mount View Road (SR 745) to the intersection of West Witt Road (SR 719); thence in a southwesterly direction along the centerline of West Witt Road (SR 719) to its intersection with Fall Creek; thence in a northerly direction along Fall Creek to its intersection with R & L Smith Drive (SR 863); thence northeasterly along R & L Smith Drive(SR 863) to its intersection with said power line (at Mount View Road) thence northwesterly along said power line to its intersection with Dry Fork Road (SR 718); the point of beginning. DAN RIVER DISTRICT UNDER REVISION Keeling Precinct Beginning at the intersection of Malmaison Road (SR 726) and a farm road (in Tract 108 between blocks 2040 and 2032); thence in a northwesterly direction along the centerline of Malmaison Road (SR 726) to its intersection with Dr. Edward Williams Road (SR 825); thence in a northwesterly direction along the centerline of Dr. Edward Williams Road (SR 825) to its intersection with Hunters Lane (SR 717); thence in a northeasterly direction along the centerline of Hunter Lane (SR 717) to its intersection with Chestnut Level Lane (SR 825); thence in a northwesterly direction along the centerline of Chestnut Level Lane (SR 825) to its intersection with Sandy Creek; thence in a northwesterly direction along the centerline of Sandy Creek to its intersection with Spring Garden Road (SR 640); thence in a northeasterly direction along the centerline of Spring Garden Road (SR 640) to its intersection with Sweden Fork Creek; thence in an easterly direction along the centerline of Sweden Fork Creek to its intersection with John's Run; thence in a northerly direction along the centerline of John's Run to the intersection of Abbott Place (SR 760); thence in a northeasterly direction along the centerline of Abbott Place (SR 760) to its intersection with Statesville Road (SR 701); thence in a southeasterly direction along the centerline of Statesville Road (SR 701) to its intersection with Sandy Creek; thence in an easterly direction along Sandy Creek to a branch of the Sandy Creek near Hamilton Cemetery Lane; thence in a northerly direction along the branch of the Sandy Creek to its intersection with Hamilton Tract Road; thence in a southeasterly direction along the centerline of Hamilton Tract Road to its intersection with Mount Tabor Road (SR 729); thence in a northeasterly direction along the centerline of Mount Tabor Road (SR 729) to its intersection with Henry's Mill Road (SR 698); thence in a northwesterly direction along the centerline of Henry's Mill Road (SR 698) to its intersection with Pickaway Road (SR 729); thence in a northerly direction along the centerline of Pickaway Road (SR 729) to its intersection with John's Run; thence in an easterly direction along the centerline of John's Run to its intersection with Dabney House Road (SR 697); thence in a northerly direction along Dabney House Road (SR 697) to its intersection with a farm road (in Tract 107 between census blocks 2050 and 2047 as shown on the census tract map); thence in a P58 southerly direction along said farm road to its intersection with John's Run; thence in an easterly direction along the centerline of John's Run to its intersection with the Pittsylvania County/Halifax County line; thence in a southerly direction along the Pittsylvania County/Halifax County line to its intersection with Birch Creek; thence meandering along Birch Creek in a easterly direction to its intersection with a farm road (in Tract 108 between blocks 2040 and 2032); thence in a southern direction along said farm road to its intersection with Malmaison Road (SR 726); the point of beginning. UNDER REVISION Kentuck Precinct Beginning at the intersection of Eagle Springs Road (SR 730) and the corporate limits of the City of Danville; thence meandering in a northerly direction along the eastern boundary of the corporate limits of the City of Danville to its intersection with Twin Arch Drive (SR 695) and the Norfolk Southern Railway; thence in a northerly direction on the centerline of the Norfolk Southern Railway to its intersection with Fall Creek; thence in an easterly direction along the centerline of Fall Creek to its intersection with Lawless Creek; thence in a northerly direction along the centerline of Lawless Creek to its intersection with an eastern branch stream of Lawless Creek; thence in a easterly direction along said stream to its intersection with a farm road (in Tract 14 between blocks 2031 and 2015); thence in an easterly direction along said farm road to its intersection with Old Richmond Road (SR 360); thence in a southerly direction along Old Richmond Road (SR 360) to its intersection with Oak Crest Road; thence in an easterly direction along Oak Crest Road to its intersection with East Sunset Drive; thence in a southerly direction along East Sunset Drive to its intersection with Valley Park Drive; thence in an easterly direction along the centerline of Valley Park Drive to its intersection with Little Fall Creek; thence in a northeasterly direction along the centerline of Little Fall Creek to its intersection with the western branch of Little Fall Creek; thence meandering along the western branch of Little Fall Creek crossing Green Farm Road (SR 719) continuing in a northerly direction to its intersection with a farm road (in Tract 114 between blocks 2012 and 2010); thence in a northwesterly direction along said farm road to its intersection with Old Richmond Road (SR 360); thence in a southwesterly direction along the centerline of Old Richmond Road (SR 360) a distance of 425 feet to Beaver Drive (SR 1077); thence in a northwesterly direction along the centerline of Beaver Drive (SR 1077) to the intersection of a farm road (in Tract 108 between block 1027 and 1028 as shown on the census map); thence along said farm road in a northwesterly direction to its intersection with Lawless Creek; thence in a northeasterly direction along the centerline of Lawless Creek to a farm road (in Tract 108 between census blocks 1027 and 1025 as shown on the census map); thence along said farm road to its intersection with Malmaison Road (SR 726); thence in a northwesterly direction along the centerline of Malmaison Road (SR 726) to its intersection with a farm road (in Tract 108 between blocks 2040 and 2032); thence in a northerly direction along said farm road to its intersection with Birch Creek; thence meandering along Birch Creek in an easterly direction to its intersection with the Pittsylvania County/Halifax County line; thence in southern direction along the Pittsylvania County/Halifax County line to its intersection with Railroad Trail (SR 943); thence in a southwesterly direction along Railroad Trail (SR 943) to its intersection with Kerns Church Road (SR 656); thence in a north and westerly direction along Kerns Church Road (SR 656) to its intersection with Rocksprings Road (SR 713); thence south along Rocksprings Road (SR 713) to its intersection with Countryside Drive (SR 730); thence along Countryside Drive (SR 730) in a westerly direction to its intersection with Hillside Road (SR 728); thence in a northerly P59 direction along Hillside Road (SR 728) to its intersection with Sandy Creek; thence northwesterly along Sandy Creek to its intersection with Ferguson Road (SR 732); thence southwesterly along Ferguson Road (SR 732) to its intersection with Ringgold Church Road (SR 726); thence in a southerly direction along Ringgold Church Road (SR 726) to its intersection with Barker Road (SR 733); thence in a southerly direction along Barker Road (SR 733) to its intersection with Wilkerson Road (SR 730); thence in a westerly direction along Wilkerson Road (SR 730) to its intersection with Eagle Springs Road (SR 730); thence in a westerly direction along Eagle Springs Road (SR 730) to its intersection with the corporate limits of the City of Danville; the point of beginning. Ringgold Precinct Beginning at the intersection of South Boston Highway (U.S. Hwy 58) and the eastern corporate limits of the City of Danville; thence in a northerly direction along the eastern corporate limits of the City of Danville to its intersection with Eagle Springs Road (SR 730); thence in a easterly direction along Eagle Springs Road (SR 730) to its intersection with Wilkerson Road (SR 730); thence in a easterly direction along Wilkerson Road (SR 730) to its intersection with Barker Road (SR 733); thence northerly along Barker Road (SR 733) to its intersection with Ringgold Church Road (SR 726); thence in a northerly direction along Ringgold Church Road (SR 726) to its intersection with Ferguson Road (SR 732); thence in a northeasterly direction along Ferguson Road (SR 732) to its intersection with Sandy Creek; thence in a southeasterly direction along Sandy Creek to its intersection with Hillside Road (SR 728); thence in a southerly direction along Hillside Road (SR 728) to its intersection with Countryside Drive (SR 730); thence east and north along Countryside Drive (SR 730) to its intersection with Rocksprings Road (SR 713); thence in a northerly direction along Rocksprings Road (SR 713) to its intersection with Kerns Church Road (SR 656); thence in a easterly direction along Kerns Church Road (SR 656) to its intersection with Railroad Trail (SR 943); thence in a northeasterly direction along Railroad Trail (SR 943) to its intersection with Pittsylvania County/Halifax County line; thence in a southern direction along the Pittsylvania County/Halifax County line to its intersection with South Boston Highway (U.S. Hwy 58); thence in a westerly direction along South Boston Highway (U.S. Hwy 58) to its intersection with the City of Danville corporate limits; the point of beginning. STAUNTON RIVER DISTRICT Hurt Precinct Beginning at the intersection of Beechtree Creek and the Pittsylvania County/Campbell County line; thence in a westerly direction along Beechtree Creek as it meanders to its intersection with Spaniel Road (SR 638); thence in a westerly direction along Spaniel Road (SR 638) to its intersection with Wards Road (SR 640); thence in a northerly direction along Wards Road (SR 640) to its intersection with Roark Mill Road (SR 638); thence in a westerly direction along Roark Mill Road (SR 638) to its intersection with Main Street (U.S. Hwy 29 Business); thence in a southerly direction along Main Street to its intersection with Highwayview Road (SR 988); thence in a southwesterly direction along Highwayview Road (SR 988) to its intersection with Harbor Drive (SR 638); thence in a northwesterly direction along Harbor Drive (SR 638) to its intersection with Pocket Road (SR 924); thence in a westerly direction along Pocket Road (SR 924) to its intersection with a power line (in Tract 103 between blocks l 000 and 1001); thence in a P60 northeasterly direction along said power line to its intersection with the Pittsylvania County/Campbell County line; thence easterly along the Pittsylvania County/Campbell County line to its intersection with Beechtree Creek; the point of beginning. UNDER REVISION Motley-Sycamore Precinct Beginning at the intersection of the west fork of the Stinking River and Tucker Road (SR 792); thence in a west and northerly direction along the centerline of the west fork of the Stinking River to its intersection with Burke Road (SR 904); thence in a northeasterly direction along the centerline of Burke Road (SR 904) to its intersection with Blue Ridge Drive (SR 634); thence in a westerly direction along the centerline of Blue Ridge Drive (SR 634) to its intersection with Rockford School Road (SR 665); thence in a northwesterly direction along the centerline of Rockford School Road (SR 665) to its intersection to Keese Road (SR 770); and a farm road at the intersection of Keese Road (SR 770) and Rockford School Road (SR 665; in Tract 103 between census blocks 1046 and 1085 as shown on the census map); thence in a southwesterly direction along the centerline of said farm road to its intersection with Music Street (SR 760); thence in a northerly direction along the centerline of Music Street (SR 760) to its intersection with Old Woman's Creek; thence in a southwesterly direction along the centerline of Old Woman's Creek to its intersection with Weather Ford Drive; thence in a westerly direction along Weather Ford Drive to its intersection with Azalea Drive (SR 764); thence in a southerly direction along the centerline of Azalea Drive (SR 764) to the intersection of Pittsville Road (SR 672); thence in a westerly direction along the centerline of Pittsville Road (SR 672) to its intersection with Ridgeway Road (SR 608); thence in a westerly direction along the centerline of Ridgeway Road (SR 608) to the intersection of Court Road (SR 771); thence in a westerly direction along the centerline of Court Road (SR 771) to its intersection of Toshes Road (SR 605); thence in a northwesterly direction along the centerline of Toshes Road (SR 605) to its intersection with the Pigg River; thence in a northerly direction meandering along the centerline of the Pigg River to its intersection with the Pittsylvania County/Bedford County line in the center of the Staunton River; thence in a north and easterly direction meandering along the centerline of the Staunton River between Pittsylvania County and Bedford County to an intersection of the Staunton River between Pittsylvania County and Campbell County; thence in an easterly direction along the centerline of the Staunton River between the Pittsylvania County and Campbell County lines to its intersection with a power line (in Tract 103 between blocks 1000 and 1001 }; thence in a southwesterly direction along said power line to its intersection with the Pocket Road (SR 924); thence in a southeasterly direction along Pocket Road (SR 924) to its intersection with Harbor Drive (SR 638); thence in a southeasterly direction on Harbor Drive (SR 638) to it intersection with Highwayview Road (SR 988); thence in a northern direction along Highwayview Road (SR 988) to its intersection with Main Street (US Hwy 29 Business); thence in a northeasterly direction along Main Street (US Hwy 29 Business) to its intersection with Roark Mi11 Road (SR 638); thence in a southeasterly direction along Roark Mill Road (SR 638) to its intersection with Blue Ridge Drive (SR 634); thence in a southern direction along Blue Ridge Drive (SR 634) to its intersection with Scott Jacobs Memorial Drive (SR 642); thence in a southerly direction along Scott Jacobs Memorial Drive (SR 642) to its intersection with Deer View Road (SR 670); thence in a westerly direction along Deer View Road (SR 670) to its intersection with Midway Road (SR 671); thence in a southern direction along Midway Road (SR 671) to its intersection with Tucker Road (SR P61 792); thence in a westerly direction along Tucker Road (SR 792) to its intersection with the west fork of the Stinking River; the point of beginning. UNDER REYISIDN Renan Precinct Beginning at the intersection of East Gretna Road (SR 40) and Buck Track Road (SR 927); thence in a westerly direction along the centerline of East Gretna Road (SR 40) to the intersection of Crown Road (SR 885); thence in a northerly direction along the centerline of Crown Road (SR 885) to its intersection with Rockford School Road (SR 665); thence in a northwesterly direction along the centerline of Rockford School Road (SR 665) to its intersection with Midway Road (SR 671); thence in a northeasterly direction along the centerline of Midway Road (SR 671) to its intersection with the Stinking River; thence in a northwesterly direction along the centerline of the Stinking River to its intersection with the west fork of the Stinking River; thence in a west and northerly direction along the centerline of the west fork of the Stinking River to its intersection with Tucker Road (SR 792); thence in a northeasterly direction along Tucker Road (SR 792) to its intersection with Midway Road (SR 671); thence in a northerly direction with along Midway Road (SR 671) to its intersection with Deer View Road (SR 670); thence in a easterly direction along Deer View Road (SR 670) to its intersection with Scott Jacobs Memorial Drive (SR 642); thence in a northerly direction along Scott Jacobs Memorial Drive (SR 642) to its intersection with Blue Ridge Drive (SR 634); thence in a northerly direction along Blue Ridge Drive (SR 634) to its intersection with Roark Mill Road (SR 638); thence in a easterly direction along Roark Mill Road (SR 638) to its intersection with Wards Road (SR 640); thence in a southern direction along Wards Road (SR 640) to its intersection with Spaniel Road (SR 638}; thence in a easterly direction along Spaniel Road (SR 638) to its intersection with Beechtree Creek; thence northeasterly along Beechtree Creek as it meanders to its intersection with the Pittsylvania County/Campbell County line; thence along the Pittsylvania County/Campbell County line to its intersection with Straightstone Road (SR 761); thence in a southern direction along Straightstone Road (SR 761) to its intersection with Moons Road (SR 602); thence in a southwesterly direction along the centerline of Moons Road (SR 602) to its intersection with Davis Farm Road; thence along the centerline of Davis Farm Road to its intersection with Level Run Road (SR 668); thence in a southerly direction along the centerline of Level Run Road (SR 668) to the intersection of Little Straightstone Creek; thence in a northeasterly direction along the centerline of Little Straightstone Creek to its intersection with Straightstone Creek; thence in a northerly direction along the centerline of Straightstone Creek to its intersection with Hubbard Road (SR 601); thence in a southeasterly direction along the centerline of Hubbard Road (SR 601) to its intersection with Straightstone Road (SR 761); thence in a southwesterly direction along the centerline of Straightstone Road (SR 761) to its intersection with Glade Road (SR 604); thence in an easterly direction along the centerline of Glade Road (SR 604) to its intersection with Starkey Road (SR 916); thence meandering in a southwestern direction along the centerline of Starkey Road (SR 916) to its intersection with Renan Road (SR 640); thence in a northerly direction along the centerline of Renan Road (SR 640) to its intersection with Farmer Road (SR 618); thence in a southwesterly direction along the centerline of Farmers Road (SR 618) to its intersection with Buck Track Road (SR 927); thence in a southerly direction along the centerline of Buck Track road (SR 927) to the intersection of East Gretna Road (SR 40); the point of beginning. P62 TUNSTALL DISTRICT Dryfork Precinct Beginning at the intersection of the Norfolk Southern Railway and Tightsqueeze Road (State Route 703), thence in a southerly direction along the Norfolk Southern Railway to the intersection of Dry Fork Road (SR 718), thence in a westerly direction along Dry Fork Road (SR 718) to the intersection with Franklin Turnpike (SR 41), thence in a northwest direction along Franklin Turnpike (SR 41) to the intersection with Morns Branch, thence in a northerly direction along Morns Branch to the intersection of Strawberry Creek, thence in a northeasterly direction along Strawberry Creek to the intersection of the Banister River, thence in an easterly direction along Strawberry Creek to the intersection of the Banister River, thence in an easterly direction along the Banister River to its intersection with Irish Road (SR 703), thence in an easterly direction along Irish Road (SR 703) to Tightsqueeze Road (SR 703), thence in an easterly direction along Tightsqueeze Road (SR 703) to the point of beginning. UNDER REVISION Brosville Precinct Beginning at the intersection of Martinsville Highway (SR 58) and the easternmost intersection with Grays Park Road (SR 876); thence in a southwesterly direction along the centerline of Grays Park Road (SR 876) to the intersection of Horseshoe Road (SR 875); thence in a southerly direction along the centerline of Horseshoe Road (SR 875) to its intersection with Ed Hardy Road (SR 621); thence in southwesterly direction along the centerline of Ed Hardy Road (SR 621) to its intersection with Trotters Creek; thence meandering in a southerly direction along the centerline of Trotters Creek to its intersection with Berry Hill Road (SR 863); thence in a southerly direction along the centerline of Berry Hill Road (SR 863) to the Virginia-North Carolina state line; thence in a westerly direction along the Virginia-North Carolina State Line to the intersection of the Virginia-North Carolina State Line with the Pittsylvania County/Henry County line; thence in northerly direction with the Pittsylvania County/Henry County line to its intersection with the Martinsville Highway (U.S. 58); thence easterly along Martinsville Highway (U.S. 58) to its easternmost intersection with Grays Park Road (SR 876); the point of beginning. Stony Mill Precinct Beginning at the intersection of Stony Mill Road (SR 869) and the Sandy River; thence in a southern direction along the centerline of Stony Mill Road (SR 869) to the intersection of Martinsville Highway (SR 58); thence in a westerly direction along the centerline of Martinsville Highway (SR 58) to its intersection with the Pittsylvania County/Henry County line; thence in a northerly direction along the Pittsylvania County/Henry County line to its intersection with Taylor Road (SR 615); thence in a easterly direction along Taylor Road (SR 615) to its intersection with Mosco Road (SR 616); thence in an easterly direction along Mosco Road (SR 616) to its intersection with Martin Drive (SR 855); thence in a northerly direction along Martin Drive (SR 855) to its intersection with Whispering Pines Road (SR 841); thence in a southeasterly direction along Whispering Pines Road (SR 841) to its intersection with Thompson Road (SR 845); thence in a northerly direction along Thompson Road (SR 845) to its intersection with the South Prong of the Sandy River; thence in a southeasterly direction as it meanders along the South Prong of the P63 Sandy River to its intersection with the Sandy River; thence continuing southeast along the Sandy River to its intersection with Sugartree Church Road (SR 851); thence in a westerly direction along Sugartree Church Road (SR 851) to its intersection with Inman Road (SR 853); thence in a southern direction along Inman Road (SR 853) to its intersection with a power line (in Tract 110 between blocks 3031 and 3034); thence in a easterly direction along said power line to its intersection with Stewart Creek; thence in an east and southerly direction along Stewart Creek to its intersection with the Sandy River; thence south along the Sandy River to its intersection with Stony Mill Road (SR 869); the point of beginning. Swansonville Precinct Beginning at the intersection of Taylor Road (SR 615) and the Pittsylvania County/Henry County line; thence northerly along the Pittsylvania County/Henry County line to the intersection of Callands Road (SR 57); thence in a easterly direction along Callands Road to its intersection with Mapleton Drive (SR 818); thence southeasterly along Mapleton Drive (SR 818) to its intersection with Franklin Turnpike (SR 41); thence south on Franklin Turnpike (SR 41) to its intersection with Union Hall School Road (SR 612); thence easterly along Union Hall School Road (SR 612) to its intersection with Strawberry Creek; thence east along Strawberry Creek to its intersection with Strawberry Road (SR 750); thence south along Strawberry Road (SR 750) to its intersection with Franklin Turnpike (SR 41); thence in a southwesterly direction along Franklin Turnpike (SR 41) to its intersection with Whitmell School Road (SR 750); thence in a southeasterly direction along Whitmell School Road (SR 750) to its intersection with Bean Land Road (SR 945); thence in a southern direction along Bean Land Road (SR 945; in Tract l 10 between blocks 1050 and 1060) to its intersection with a tributary to Stewart Creek; thence in a westerly direction along said tributary to its intersection with Stewart Creek; thence in a southerly direction along Stewart Creek to its intersection with Hill Creek Road (SR 845); thence in a westerly direction along Hill Creek Road (SR 845) to its intersection with Mount Cross Road (SR 844); thence in a northerly direction along Mount Cross Road (SR 844) to its intersection with Hinesville Road (SR 845); thence in a southwesterly direction along Hinesville Road (SR 845) to its intersection with Medical Center Road (SR 841); thence in a northwesterly direction along Medical Center Road (SR 841) to its intersection with Thompson Road (SR 845); thence in a southwesterly direction along Thompson Road (SR 845) to its intersection with Whispering Pines Road (SR 841); thence in a northwesterly direction along Whispering Pines Road (SR 841) to its intersection with Martin Drive (SR 855); thence in a southwesterly direction along Martin Drive (SR 855) to its intersection with Mosco Road (SR 616); thence in a westerly direction along Mosco Road (SR 616) to its intersection with Taylor Road (SR 615); thence northwesterly along Taylor Road (SR 615) to its intersection with the Pittsylvania County/Henry County line; the point of beginning. Whitmell Precinct Beginning at the intersection of Franklin Turnpike (SR 41) and F.C. Beverly Road (SR 703); thence in a southern direction along the centerline of F.C. Beverly Road (SR 703) to its intersection with Whitmell School Road (SR 750); thence in a southerly direction along the centerline of Whitmell School Road (SR 750) to its intersection with Tunstall High Road (SR 869); thence in a southern direction along the centerline of Tunstall High Road (SR $69) to the intersection of Stony Mill Road (SR 869); thence in a southern direction along the centerline of Stony Mill Road (SR 869) to the intersection of the Sandy River; thence in a north and westerly direction along Sandy River to its intersection with Stewart Creek; thence in a north and westerly P64 direction along Stewart Creek to its intersection with a power line (in Tract 110 between blocks 3003 and 3007); thence in a westerly direction along said power line to its intersection with Inman Road (5R 853); thence in a northerly direction along Inman Road (SR 853) to its intersection with Sugartree Church Road (SR 851); thence in a easterly direction along Sugartree Church Road (SR 851) to its intersection with the Sandy River; thence in a northwesterly direction along the Sandy River to its intersection with the South Prong of the Sandy River; thence in a northwesterly direction along the South Prong of the Sandy River to its intersection with a tributary (in Tract 110 between blocks 2009 and 2041); thence in a westerly direction along said tributary as it meanders to its intersection with Thompson Road (SR 845); thence in a northeasterly direction along Thompson Road (SR 845) to its intersection with Medical Center Road (SR 841); thence in a easterly direction along Medical Center Road (SR 841) to its intersection with Hinesville Road (SR 845); thence in a northeasterly direction along Hinesville Road (SR 845) to its intersection with Mount Cross Road (SR 844); thence in a southeasterly direction along Mount Cross Road (SR 844) to its intersection with Hill Creek Road (SR 845); thence in a easterly direction along Hill Creek Road (SR 845) to its intersection with Stewart Creek; thence northerly along Stewart Creek to its intersection with a tributary of Stewart Creek (in Tract 110 between blocks 1050 and 1060); thence in an easterly direction along said tributary to its intersection with Bean Land Road (SR 945; in Tract 110 between blocks 1050 and 1060); thence in a northerly direction along Bean Land Road (SR 945) to its intersection with Whitmell School (SR 750); thence in a northwesterly direction along Whitmell School Road (SR 750) to its intersection with Franklin Turnpike (SR 41); thence in an easterly direction along Franklin Turnpike (SR 41) to its intersection with F.C. Beverly Road (SR 703) the point of beginning. WESTOVER DISTRICT UNDER RE 1lISION Bachelors Hall Precinct Beginning at the intersection of Stony Mill Road (SR 869) and Sandy River; thence in a southeasterly direction along the Sandy River to its intersection with the corporate limits of the City of Danville; thence west and south along the corporate limits of the City of Danville to its intersection with the Dan River (in Tract 112 between blocks 2017 and 3002); thence south along the centerline of the Dan River to its intersection with the Virginia-North Carolina state line; thence in a westerly direction along the Virginia-North Carolina state line to its intersection with Berry Hill Road (SR 863); thence in a northeasterly direction along the centerline of Berry Hill Road (SR 863) to the intersection of Trotters Creek; thence in a northwesterly direction along the centerline of Trotters Creek to the intersection of Ed Hardy Road (SR 621); thence easterly along the centerline of Ed Hardy Road (SR 621) to the intersection of Horseshoe Road (SR $75); thence in a northerly direction along the centerline of Horseshoe Road (SR 875) to the intersection of Grays Park Road (SR 876); thence in a easterly direction along the centerline of Grays Park Road (SR 876) to the intersection of Martinsville Highway (SR 58); thence in a easterly direction along the centerline of Martinsville Highway (SR 58) to its intersection with Stony Mill Road (SR $69); thence in a northerly direction along the centerline of Stony Mill Road (SR 869) to its intersection with the Sandy River; the point of beginning. P65 Ferry Road Precinct Beginning at the intersection of the Virginia-North Carolina State Line and the corporate limits of the City of Danville; thence in a westerly direction along the Virginia-North Carolina State Line to its intersection with the Dan River; thence in a northerly direction along the centerline of the Dan River to its intersection with the corporate limits of the City of Danville; thence in a south and easterly direction along the corporate limits of the City of Danville to its intersection with the Virginia-North Carolina State line; the point of beginning. UNDER REVISION Mt. Hermon Precinct Beginning at the intersection of Golf Club Road (SR 746) and Sandy Creek; thence in a northerly direction along the centerline of Golf Club Road (SR 746) to the intersection of Orphanage Road (SR 743); thence in a easterly direction along the centerline of Orphanage Road (SR 743) to the intersection of a stream (in Tract 13 between census block 1003 and 1004 as shown on the census maps}; thence in a northerly direction along said stream to its intersection with the centerline of Jeanette Drive (SR 1535); thence in a northeasterly direction along the centerline of Jeanette Drive (SR 1535) to its intersection of Franklin Turnpike (SR 41); thence in a northwesterly direction along the centerline of Franklin Turnpike (SR 41) to the intersection of Mount Hermon Circle (SR 744); thence in a northeasterly direction along the centerline of Mount Hermon Circle (SR 744) to its intersection with West Witt Road (SR 719); thence in a northeasterly direction along West Witt Road (SR 719) to its intersection with Mount View Road (SR 745); thence in a easterly direction along Mount View Road (SR 745) to the intersection of East Witt Road (SR 719); thence in a easterly direction along East Witt Road (SR 719) to its intersection with Norfolk Southern Railway; thence in a southerly direction along the centerline of the Norfolk Southern Railway to its intersection with US Route 29; thence in a northerly direction along the centerline of US Route 29 to its intersection with Lawless Creek Road (SR 719); thence in a southeasterly direction along the centerline of Lawless Creek Road (SR 719} to its intersection with Livestock Road (SR 720); thence in a westerly direction along the centerline of Livestock Road (SR 720) to its intersection with Edwards Creek; thence in a southerly direction along the centerline of Edwards Creek to its intersection with Fall Creek; thence in a westerly direction along the centerline of Fall Creek to its intersection with US Route 29; thence south along the centerline of US Route 29 to the northern corporate limits of the City of Danville; thence in a southern direction along the northern and western corporate boundaries of the City of Danville to its intersection with a stream (in Tract 113 between blocks 1000 and 1004); thence along said stream in a southern direction to its intersection with Sandy Creek; thence in a northwesterly direction along Sandy Creek as it meanders to its intersection with Golf Club Road (SR 746); the point of beginning. Mount Cross Precinct Beginning at the intersection of the northern corporate boundaries of the City of Danville to its intersection with a stream (in Tract 113 between blocks 1000 and 1004); thence northwesterly along the corporate boundaries of the City of Danville to its intersection with the Sandy River (in Tract 112 between blocks 1012 and 2000; near Moorefield Bridge Road); thence in a northwesterly direction along the Sandy River to its intersection with Stony Mill Road (SR 869); thence in a northerly direction along the centerline of Stony Mill Road (SR 869) to the intersection P66 of Mount Cross Road (SR 844); thence in a easterly direction along the centerline of Mount Cross Road (SR 844) to the intersection of Mount Cross Road (SR 750); thence in a southerly direction along Mount Cross Road (SR 750) to the intersection of Golf Club Road (SR 746); thence in a northerly direction along the centerline of Golf Club Road (SR 746) to its intersection with Sandy Creek; thence in a southeasterly direction along Sandy Creek as it meanders to its intersection with a stream (in Tract 113 between blocks 1000 and 1004); thence north along said stream to its intersection with the northern corporate boundaries of the City of Danville; the point of beginning. SEC. 8-8. NOTIFICATION OF CHANGE. The secretary of the electoral board shall notify by mail no later than fifteen (15) days prior to the next general, special or primary election all registered voters whose precinct and/or polling place has been changed by the provisions of this ordinance. (B.S.M. b-5-7I, amended 9-4-72) SEC. 8.9. CENTRAL ABSENTEE VOTER ELECTION DISTRICT. There is hereby established for Pittsylvania County, pursuant to Section 23.1-233.1 of the Code of Virginia as amended 1950, a Central Absentee Voter Election District for the purpose of counting and recording Absentee Ballots in all elections throughout the County. The voting places for such districts shall be Pittsylvania County Registrar's Office, 110 Old Chatham Elementary Lane, Main Street, Chatham, Virginia. P67 PITTSYLVANIA COUNTY Board of Supervisors EXECUTIVE SUMMARY AGENDA TITLE: Public Hearing -Chapter 35; Zoning (Definition) of the Pittsylvania County Code AGENDA DATE: ITEM NUMBER: SUBJECT/PROPOSAL/REQUEST: Public Hearing STAFF CONTACT(S): William D. Sleeper OS-17-2011 ACTION: Yes CONSENT AGENDA: ACTION: INFORMATION: INFORMATION: ATTACHMENTS: Yes BACKGROUND: The Pittsylvania County Planning Commission has reviewed a definition under Chapter 35, Section 35-40 of the Pittsylvania County Code concerning accessory buildings that should not dominate the principal building in the area it is zoned. The Planning Commission proposal recommends the Board of Supervisors change the current definition in Chapter 35, Section 35-40 to delete "An accessory building shall not dominate a principal building in area, extent or purpose ". The Board of Supervisors should consider the issues on where that might apply throughout the Zoning Ordinance, and impacts on other areas, particularly agricultural zoned subdivisions. Attached hereto is a memorandum representing staff recommendations that are different than the Planning Commission's, establishing the removal of the definition of an accessory building. If the Board of Supervisors chooses to approve the staff recommendation, it adds additional words to the ordinance and it would require the Board of Supervisors to re-advertise for a public hearing concerning changes to Chapter 35, Sec. 35-40 of the Pittsylvania County Code to incorporate Sec. 35-74(2). P68 PITTSYLVANIA COUNTY VIRGINIA William D. Sleeper Countv Administrator P.O. Box 426 Chatham, Virginia 24531 dan.sleeperC:pittgov.org Phone (434) 432-7710 Fax (434) 432-7714 Gretna/Hurt (434) 656-6211 Bachelors Hall/Whitmell (434) 797-9550 Memorandum To: The Honorable Members of the Pittsylvania Cou oard of Supervisors From: William D. Sleeper, County Administrator Date: May 1 ?, 2011 Subject: Accessory Building Code Change/Regulation The Planning Commission has submitted to the Board of Supervisors a plan to delete the wording under Section 34-40, concerning definitions, which incorporates the entire zoning ordinance that would eliminate "An accessory building shall not dominate a principal building in area, extent or purpose ". In another area of Chapter 35, Section 35-74 identifies accessory and temporary buildings. The intent of this section is to set special requirements for accessory and temporary buildings and the definition of accessory building is identified in Item 2 of 35-74(2}. There is no question that the intent of this section is to be aimed at residential districts concerning accessory buildings and storage buildings that are placed behind residential facilities. The County has a significant number of A-1 zoned subdivisions throughout the County that are residential but zoned Agricultural A-1. Changing the definition under the section of the Code, Section 35-74(2), should be changed to read, "The location of accessory buildings and uses in residential districts and agricultural zoned property in residential under frve (S) acres in size, must meet the following restrictions ". The intent of this proposed change is to ensure that homes that are in agriculturally zoned subdivisions protect the adjacent owner from large facilities that are larger than the existing house being built behind those facilities because of the A-1 zoning. Since it requires five (5) acres in order to do agricultural work in mast of the zoning descriptions of our County ordinance, staff is recommending that a five (5) acre restriction be set concerning this change on accessory buildings such that agricultural zoned property of less than five (5) acres would have to meet the residential building requirements identified in Section 35-74(2) of the Pittsylvania County Code. If the Board of Supervisors chooses to approve this recommendation, it would require an additional advertisement with the changes to Pittsylvania County Code Section 35-74(2). WS/rf P69 Star-Tribune May 10, 2011 PUBLIC HEARING NOTICE The Pittsylvania County Board of Supervisors will hold a public hearing on Tuesday, May 17, 2011, 7:40 p.m. in the General District Courtroom of the Edwin R. Shields Courthouse Addi- tion in Chatham, Virginia to receive citizen input on a proposed amendment to the Pittsylvania County Zoning Ordinance. Chapter 35-Zoning. SEC.35-40. PRINCIPAL DEFINITIONS OF THE ZONING ORDINANCE. Accesso~ Building - to de- lete the following: An accessory building shall not dominate a principal building in area. extent or purpose. A full text of this proposed amendment is on display for public viewing in the County Administrator's office at 21 North Main Street and the Office of Code Compliance, 53 North Main Street, Chatham, Virginia Monday -Friday between the hours of S:OOa.m and 5:OOp.m. p70 Star-Tribune May 4, 2011 PUBLIC HEARING NOTICE The Pittsylvania County Board of Supervisors will hold a public hearing on Tuesday, May 17, 2011, in the General Dis- trict Courtroom of the Edwin R. Shields Courthouse Addition in Chatham, Virginia to receive citizen input on a proposed rt me t o the ~ fv nia oun Z nin i a Cha ter 35-Zonin EC 35-00 PRINCIPAL DEFIN TI NS OF THE ZONING ORDINANCE. Accesso Buildin - t de- ete the following: An accessory building shall not dominate a principal building m re extent or purpose. A full text of this proposed amendment is on display for public viewing in the County Administrator's office at 21 North Main Street and the Office of Code Compliance, 53 North Main Street, Chatham, Virginia Monday -Friday between the hours of 8:OOa.m and 5: OOp. m. P71 PITTSYLVANIA COUNTY Board of Supervisors EXECUTIVE SUMMARY AGENDA TITLE: Request for Public Hearing- Pittsylvania County Zoning Ordinance SUBJECT/PROPOSAL/REOUEST: Request for Public Hearing AGENDA DATE: 04-04-2011 ACTION: Yes CONSENT AGENDA: ACTION: ITEM NUMBER: 20 STAFF CONTACT(S): Mr. Sleeper ATTACHMENTS: Yes INFORMATION: INFORMATION: BACKGROUND: The Pittsylvania County Planning Commission held a public hearing on Tuesday, March 1, 2011, regarding the proposed amendments to the Pittsylvania County Zoning Ordinance concerning accessory buildings. This proposed amendment was to delete the following: An accessory building shall not dominate a principal building in area, extent or purpose. The Planning Commission recommended by a 7-1 vote, with opposition, to the Board of Supervisors to change the ordinance as submitted to them. Legal and administrative staff have reviewed the proposed revision and noted that there will continue to be regulation of accessory buildings in residential districts per Sec. 35-74 of the Pittsylvania County Zoning Ordinance. RECOMMENDATION: Attached hereto you will find a letter submitted by the Pittsylvania County Zoning Director referencing the Planning Commission action. This is submitted to the Boazd of Supervisors for their review, consideration and action. P72 EXISTING CODE Land use: use of land -The terms "land use" and "use of land" shall be deemed also to include "building use" and "use of a building." Lot -The word "lot" includes the words "plot" or "parcel" Person -The word "person" includes a firm, association, organization, partnership, trust, company, or corporation, as well as an individual Shall -The word "shall" is mandatory. State -The word "State" shall mean Commonwealth of Virginia. Used -The word "used" shall be deemed to also include "erected", "reconstructed", "altered", "placed", or "moved." SEC. 35-36. INTERPRETATION OF DEFINITIONS BY THE ZONING ADMINISTRATOR. In case of any dispute over the meaning of a word, phrase, or a sentence, whether defined herein or not. SECS. 35-37-35-39. RESERVED SEC. 35-40. PRINCIPAL DEFINITIONS OF THE ZONING ORDINANCE . (Amended June 7, 1999) Accessory Building - A subordinate building located on the same lot as the principal building, and the use of which is customarily associated with and incidental to the use of the principal building. An accessory building shall not dominate a principal building in area, extent or purpose. An accessory building that is attached to and is an integrated part of a principal building (by location, materials and architectural design) shall be governed by the regulations for principal buildings in this Ordinance. Accessory Structure - A subordinate structure located on the same lot as the principal use, and the use of which is customarily associated with and incidental to the principal use. Accessory Use - A use incidental to/and customarily associated with, the principal use of the lot. Acreage - A parcel of land, regardless of area, described by metes and bounds, which is not a numbered lot on any subdivision plat. Administrator, The Zoning - The official of the County charged with the enforcement of the Zoning Ordinance. He may serve with or without compensation as determined by the governing body and may be known as the Zoning Administrator. P73 Land use: use of land -The terms "land use" and "use of land" shall be deemed also to include "building use" and "use of a building." Lot -"the word "lot" includes the words "plot" or "parcel" Person -The word "person" includes a firm, association, organization, partnership, trust, company, or corporation, as well as an individual Shall -The word "shall" is mandatory. State -The word "State" shall mean Commonwealth of Virginia. Used -The word "used" shall be deemed to also include "erected", "reconstructed", "altered", "placed", or "moved." SEC. 35-36. INTERPRETATION OF DEFINITIONS BY THE ZONING ADMINISTRATOR. In case of any dispute over the meaning of a word, phrase, or a sentence, whether defined herein or not. SECS. 35-37-35-39. RESERVED SEC. 35-40. PRINCIPAL DEFINITIONS OF THE ZONING ORDINANCE . (Amended June 7, 1999} Accessory Structure - A subordinate structure located on the same lot as the principal use, and the use of which is customarily associated with and incidental to the principal use. Accessory Use - A use incidental to/and customarily associated with, the principal use of the lot. Acreage - A parcel of land, regardless of area, described by metes and bounds, which is not a numbered lot on any subdivision plat. Administrator. The ZOninP - The official of the County charged with the enforcement of the Zoning Ordinance. He may serve with or without compensation as determined by the governing body and may be known as the Zoning Administrator. P74 PITTSYLVANIA COUN'T'Y VIRGINIA Department of Code Compliance P.O. Drawer D Chatham, Virginia Z•4631 Odie H. Shelton, Jr., Director MEMORANDUM TO: William .Sleeper, County Administrator FROM: Odie H. Shelton, Jr., Director of Code Compliance DATE: March 2, 2011 SUBJECT: Amendment to the Zoning Ordinance Phone Numbers: Inspections (434) 432-7756 Zoning (434) 43Z-77x1 Faz (434) 432-7919 (iretae/Hurt (434) 666-6211 The Planning Commission reenmmended by a 7 to 1 vote, with opposition, to the Board of Supervisors the proposed chatlge to the ordinance as submitted to them. The opposi#ict~ was aubrnitbed by Karea Maute and' Aarbara Hudson, and they desired for the d~~~#titm-~r~ ~ accessory bnf lc to remain as it is and to requ,ir~e a Variancx be obtained in the event someone dewed an accessory building larger than their dwelling. Please ste attaclllrietlts handed out by Karen Mauts. Should you have any questions regttrdiag this matter, please feel free to colltaat me at any time. OHS, Jr. /lthb Attachments C: J. Vaden Hunt, County Attorney P75 This amendment was advertised ~n the Star Tribune on Wednesday, February 16, 2011, and Wedna~sday, Febtv~ary 23, 2011. FITTSYLVANIA COUNTY VIRGINIA Gregory L. Sides Assistant County Administrator Planning & Development P.O. Box 426 Chatham, Virginia 2A531 Greg.Sides@pittgov.org Phoae (434) 432-7974 Fax (434) 432-7714 Gretna/Hurt (434) 656-6211 Bachelors Hall/Whitmell (434) 797-9550 Memorandum To: J. Vaden Hunt, County Attorney From: Gregory L. Sides, Assistant County Administrator Date: March 15, 2011 Subject: Accessory Buildings -12011-02-06 I share your concern about allowing unrestricted accessory buildings in residentially zoned property in the County, as expressed in your follow-up to Legal Request 12011-02- 06. The change proposed to the definition in Sec. 35-40 would remove the County-wide restriction on the size, use and purpose of accessory buildings. It appears to me that the language in Division 2 -Lot Regulations, Sec. 35-74 Accessory and Tem~orarv Buildings would allow the County to continue to regulate these buildings in residential districts within the County. This section addresses size, setbacks and location. Please look over the above referenced section of the County's Zoning Ordinance to determine if this section would still allow the County to address the concerns relating to protecting residential developments. If you have any questions, please feel free to contact me at 432-7974. GLS/br Attachment Cc: William D. Sleeper, County Administrator Odie H. Shelton, Jr., Director of Code Compliance P76 SEC. 35-73. PORCHES, BALCONIES, CHIMNEYS, SIMILAR FEATURES. Covered porches, balconies, chimneys, eaves, and like features may project not more than four (4) feet into any required yard; provided that no such feature shall be located closer than fifteen (15) feet to any lot line. SEC. 35-74. ACCESSORY AND TEMPORARY BUILDINGS. Intent. Special requirements are designed for accessory and temporary buildings to insure ample access for emergency vehicles, maintain the effectiveness of rear and side yazd requirements and insure accessory structures remain secondary in function to the main building. 2. Accessory Buildings. The location of accessory building and uses in residential districts must meet the following restrictions: a. Where an accessory building is attached to the main building, a substantial part of one (I) wall of the accessory building shall be an integral part of the main building or such accessory building shall be attached to the main building in a substantial manner by a roof; and therefore such attached accessory building shall comply in all respects with the requirements applicable to the main building. b. A detached accessory building shall not be closer than fifteen (15) feet to the main building or rear lot line. Accessory building shall not be closer to a lot line than the setback line for side yards for the district in which the lot is located. Additionally, no building housing livestock shall be placed within two hundred (200) feet of a lot line located within or abutting any institutional, residential, or business district. c. A detached accessory building, not more than two (2) stories in height, may be constructed on not more than thirty (30) percent of the reaz yazd and not to exceed maximum lot coverage (by percent) per the district involved. d. No detached accessory building may be located in the front yard or a lot. 3. Temporary Buildings Temporary buildings may be permitted in any district when used in conjunction with the construction work only, but shall be removed immediately upon completion of construction. SECS. 35-75-35-79. RESERVED SEC. 35-80. OFF-STREET PARING AND LOADING REOUHtEMENTS Off-street automobile storage or parking space shall be provided on every lot on which any permitted use or special use permit is established in accordance with this Ordinance. 1. The term "off-street pazking space" shall mean a space at least ten (10) feet wide and twenty (20) feet in length with a minimum net area of two hundred (200) square feet, excluding area for egress and ingress and maneuvering vehicles. 2. Pazking spaces for all dwellings shall be located on the same lot with main buildings to be served. P~~ PITTSYLVANIA COUNTY Board of Supervisors EXECUTIVE SUMMARY AGENDA TITLE: Public Hearing -Chapter 1-Intergovernmental Agreements; Pittsylvania County Code SUBJECT/PROPOSAL/REOUEST: Public Hearing AGENDA DATE: OS-17-2011 ACTION: Yes ITEM NUMBER: l0 INFORMATION: STAFF CONTACT(S): William D. Sleeper CONSENT AGENDA: ACTION: ATTACHMENTS: Yes INFORMATION: isA~.n~xv u i~ li The Pittsylvania County Board of Supervisors, cooperation with surrounding counties and cities, developed the Southern Virginia Regional Alliance as an avenue for economic development and marketing of our entire region. In doing so, an intergovernmental agreement was drafted entitled "Memorandum of Understanding for the Southern Virginia Regional Alliance". Under Chapter 1 of the Pittsylvania County Code, Intergovernmental Agreements that carry long term life are added to Chapter 1 are added as an ordinance of Pittsylvania County incorporating the intergovernmental agreement. Therefore the Board of Supervisors must hold a public hearing to receive citizen input on the modification of Chapter 1 to incorporate the "Memorandum of Understanding for the Southern Virginia Regional Alliance". RECOMMENDATION: Staff recommends that following the public hearing the Board of Supervisors approve the amendments to Chapter 1 of the Pittsylvania County Code and incorporate the intergovernmental agreement for the Southern Virginia Regional Alliance entitled "Memorandum of Understanding for the Southern Virginia Regional Alliance", as Section 1-8(h). (This motion requires a Roll Call Vote). P78 Star-Tribune May 10, 2011 PUBLIC HEARING NOTICE The Pittsylvania County Board of Supervisors will hold a public hearing on Tuesday, May 17, 2011, 7:00 p.m in the General District Courtroom of the Edwin R. Shields Courthouse Addi- tion in Chatham, Virginia to receive citizen input on a proposed addition to the Pittsylvania County Code, Chapter f ,under In- tergovernmentalAgreements to add a Memorandum of Under- standing as an intergovernmental agreement on the Southern Virginia Regional Alliance. A full text of this proposed amend- ment is on display for public viewing in the County Administra- tor's office at 21 North Main Street, Chatham, Virginia Monday -Friday between the hours of B:OOa,m and 5:OOp.m., or on the County's website at www.pittgov.org. P79 Star-Tribune May 4, 2011 i PUBLIC HEARING NOTICE The Pittsylvania County Board of Supervisors will hold a pub- lic hearing on Tuesday, May 17, 2011, in the General District Courtroom of the Edwin R. Shields Courthouse Addition in Cha- tham, Virginia to receive citizen input on a proposed addition to the Pittsylvania County Code, Chapter 1, under Intergovern- mental Agreements to add a Memorandum of Understanding as an intergovernmental agreement on the Southern Virginia Regional Alliance. A full text of this proposed amendment is on display for public viewing in the County Administrator's office at 21 North Main Street, Chatham, Virginia Monday -Friday between the hours of B:OOa.m and 5:OOp.m., or on the County's website at www.pittgov.org. P80 PITTSYLVANIA COUNTY Board of Supervisors EXECUTIVE SUMMARY AGENDA TITLE: AGENDA DATE: 04-19-2011 ITEM NUMBER: 18 Southern Virginia Regional Alliance Memorandum of Understanding (MOU) SUBJECT/PROPOSAL/REQUEST: Memorandum of Understanding STAFF CONTACT(S): Mr. Sleeper ACTION: Yes CONSENT AGENDA: ACTION: ATTACHMENTS: Yes INFORMATION: INFORMATION: The Pittsylvania County Board of Supervisors approved participation in the funding of the Southern Virginia Marketing Plan on August 2, 2010. DISCUSSION: Attached hereto is a Memorandum of Understanding with the required jurisdictions in participating in the Southern Virginia Regional Alliance. This Memorandum of Understanding helps set up the criteria for the working group which is the Southern Virginia Regional Alliance and how those activities will work for the fiscal year 20]2. The parties hereto may agree to extend it to June 30, 2013; those parties are the jurisdictions identified as the Southern Virginia Regional Alliance. The funding identified represents the second half of payments that the Board of Supervisors have already approved on August 2, 2010. A total of $53,307 was approved. This Memorandum of Understanding requires $26,654, the balance from Pittsylvania County. The neutral funding entity is the Future of the Piedmont which was identified by the Alliance to receive all necessary funds for distribution. There will be two (2) changes proposed by legal counsel in this contract to identify the Southern Regional Alliance as the working group and to change the signature page to incorporate the Memorandum of Understanding rather than a Performance Agreement. RECOMMENDATION: Staff recommends that the Board of Supervisors approve this Memorandum of Understanding and authorize the County Administrator to sign on the behalf of Pittsylvania County and to set the required public hearing to amend Chapter 1 of the Pittsylvania County Code to include this Memorandum of Understanding as an intergovernmental agreement under Chapter l of the Pittsylvania County Code. P81 SOUTHERN VIRGINIA REGIONAL ALLIANCE MEMORANDUM OF UNDERSTANDING This MEMORANDUM OF UNDERSTANDING (the "MOU") made and entered into this day of March, 2011, by and among the VIRGINIA ECONOMIC DEVELOPMENT PARTNERSHIP AUTHORITY ("VEDP"),apolitical subdivision of the Commonwealth of Virginia (the "Commonwealth"), the FUTURE OF THE PIEDMONT FOUNDATION, a Virginia nonstock corporation (the "Foundation"), the CITY OF DANVILLE, VIRGINIA, a political subdivision of the Commonwealth ("Danville"), the COUNTY OF HALIFAX, VIRGINIA, a political subdivision of the Commonwealth ("Halifax"), the COUNTY OF HENRY, VIRGINIA, a political subdivision of the Commonwealth ("Henry"), the CITY OF MARTINSVILLE, VIRGINIA, a political subdivision of the Commonwealth ("Martinsville"), the COUNTY OF PATRICK, VIRGINIA, a political subdivision of the Commonwealth ("Patrick"), and the COUNTY OF PITTSYLVANIA, VIRGINIA, a political subdivision of the Commonwealth ("Pittsylvania" and, together with Danville, Halifax, Henry, Martinsville and Patrick, the "Localities"). WITNESSETH: VEDP wishes to work with the Localities on identifying targeted industry sectors for economic development within the area served by the Localities (the "Region") and designing and implementing a program to market the Region to those targeted industry sectors. The body of work to be performed under this MOU is referred to in this MOU as the "Program." Together with the Virginia Tobacco Indemnification and Community Revitalization Commission ("TICRC"}, VEDP and the Localities have agreed to provide moneys to fund the Program (the "Program Funds"). VEDP and the Localities have asked the Foundation to collect and administer the Program Funds, and the Foundation has agreed to do so. The following Program Funds have been promised to fund the Program through June 30, 2012: [OFF BY $5?] Enti FY2011 Contribution FY2012 Contribution VEDP $100,000 $100,000 TICRC 100,000 100,000 Danville 19,784 19,784 Halifax 15,302 15,302 He 23,821 23,821 Martinsville 6,356 6,356 Patrick 8,088 8,088 Pitts lvania 26,654 26,654 The animating purpose for providing the Program Funds is to stimulate the tax base and the employment base in the Region by coalescing the marketing efforts of VEDP and the Localities around a common strategy targeting specific industry sectors. This growth in the tax Southern Virginia Regional Alliance MOU 02281 I P82 base and the employment base is critical to the future economic well-being of the Region and the Commonwealth. This animating purpose constitutes a valid public purpose for the expenditure of public funds. VEDP, the Foundation and the Localities desire to set forth their understanding and agreement as to the deposit of the Program Funds with the Foundation, the use of the Program Funds, the obligations of VEDP, the Foundation and the Localities, and the repayment by the Localities of all or part of the Program Funds under certain circumstances. NOW, THEREFORE, in consideration of the foregoing, the mutual benefits, promises and undertakings of the parties to this MOU, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties covenant and agree as follows. Section 1. Definitions. For the purposes of this MOU, the following terms shall have the following definitions: "Budget" means the listing of the expected categories of Expenses and the expected timeline for the disbursement of the Expenses, as it may be amended. The initial Budget is attached to the MOU as Exhibit A. "End Date" means June 30, 2012. The parties may agree to extend the End Date to no later than June 30, 2013. If the End Date is extended, the parties will acknowledgement that extension in writing and the date to which the End Date has been extended shall be the "End Date" for the purposes of this MOU. "Expenditure Report" means a written detailed report from the Foundation to VEDP and each of the Localities listing the Program Funds received, the Program Funds disbursed by the Foundation for Expenses, the interest, dividends or other investment earnings earned from the Program Funds, the interest, dividends or other investment earnings withdrawn by the Foundation for its own account, and the remaining balance of Program Funds. "Expense" means a cost or expense of designing or implementing the Program. Expenses do not include the payment or reimbursement to the Localities for their staff time spent on designing or implementing the Program, although Expenses may include the salary and related expenses of a coordinator hired at the behest of the Working Group. "Representative" means the person or persons designated in writing from the Working Group to the Foundation as being authorized to request disbursements from the Program Funds to pay Expenses. "Working Group" means the group consisting of one designated person from each of the Localities and from VEDP. The Working Group will design and implement the Program and develop and amend, if need be, the Budget. The Working Group shall designate the Representative and notify the Foundation in writing of the identity of the Representative. Southern Virginia Regional Alliance MOU 022811 2 P83 Section 2. Deposit and Investment of Program Funds; Expenditure Report. On or before April 1, 2011 and August 31, 2011, VEDP and each of the Localities agrees to deposit with the Foundation its contribution to the Program Funds for Fiscal Years 201 l and 2012, respectively. TICRC will create a separate funding mechanism between itself and the Foundation. The deposits due in Fiscal Year 2012 are subject to appropriation by the governing body of VEDP, and each Locality. The Foundation may deposit the Program Funds into anon-interest bearing account, an interest bearing account, or both. The interest bearing account may be a savings account or interest-bearing checking account with the Foundation's banking institution or may be a money market fund that invests all or substantially all of its funds in U.S. Treasury securities. The Foundation may withdraw on a monthly basis for its own account and retain any interest, dividends or other investment earnings on the investment of the Program Funds. The Foundation will not be entitled to any other compensation for performing its duties under this MOU. [WE ARE INTERESTED IN HEARING THE FOUNDATION'S IDEAS FOR OTHER SAFE INVESTMENTS]. While it is expected that the Foundation will account separately for the Program Funds, it is not necessary that the Foundation segregate the moneys of the Program Funds. It is necessary that the Foundation maintain adequate records that will allow it to prepaze Expenditure Reports. By the 15th day of each month, commencing May 15, 2011, the Foundation shall forward to VEDP and to each Locality an Expenditure Report covering the prior calendar month. Any Program Funds remaining unspent as of the End Date shall be returned to VEDP, and the Localities in the same proportion in which each entity contributed Program Funds. Any other residual assets, such as office equipment and supplies, remaining as of the End Date may be sold for fair mazket value, with the proceeds being delivered to VEDP and the Localities in the same proportion in which each entity contributed Program Funds, or may be distributed at no cost to the Foundation, as authorized by the Working Group. Section 3. Workine Group. VEDP and each Locality shall designate a person to serve on the Working Group. The initial member of the Working Group from VEDP and each Locality is noted on the signature page to this MOU. By giving written notice to each of the other parties, VEDP or any Locality may change the identity of its member of the Working Group. Working Group will convene in person or electronically as needed to design and implement the Program. Four members of the Working Group shall constitute a quorum. Decisions shall be made by a majority of a quorum of the Working Group. The Working Group will have responsibility for designing and implementing the Program and setting the Budget. Southern Virginia Regional Alliance MOU 022811 P84 The initial Budget is attached to this MOU as Exhibit A. As the Working Group designs and implements the Program, it may become desirable to allocate the Program Funds in the Budget in a manner different or on a timeline different from that provided in the then-applicable Budget, including, if need be, an extension of the End Date. Adjustments to the Budget, including an extension of the End Date, will require the prior approval of the Working Group and VEDP. Any approved amendments to the Budget will be shared with the Foundation and VEDP. The Working Group will cause the expenditure of the Program Funds only on Expenses approved in the Budget. The Working Group will direct the Representative to seek the payment from the Foundation of Expenses from the Program Funds. Section 4. Representative. The Working Group shall designate one or more people as Representatives. The Representatives need not be members of the Working Group. The Working Group shall provide written notice to the Foundation of the identity of the Representatives. By giving written notice to the Foundation, the Working Group may change the identity of one or all of the Representatives. Until such written notice is received, the Foundation is entitled to assume that the persons previously identified to it as Representatives continue to be authorized to act. A Representative may submit a request to the Foundation for the expenditwe of Program Funds. The Foundation shall have no obligation to verify that the requested expenditwe is proper or is in accordance with the Budget. Nevertheless, if the Foundation has a question about the propriety of a requested disbwsement, it may direct that question to any or all of the parties and to fully rely on the answer received. The Foundation will make the disbwsements requested by a Representative within 10 business days of the receipt of the request for the disbwsement. By the 15~' day of each month, commencing May 15, 2011, each Representative shall report to the Working Group the disbwsements requested by the Representative during the prior calendar month. Section 5. Repayment Obligation. (a) If Program Funds are Misspent: If VEDP or any Locality shall determine that Program Funds have been expended on costs other than Program Expenses, such party shall notify the others. Expenditwes of Program Funds shall cease until all parties agree that the matter has been satisfactorily resolved. (b) If Payment of Expenses is Delayed: The Working Group shall cause the expenditwe of the Program Funds by the End Date. To the extent that the Program Funds are not so spent, the unspent Program Funds as of the End Date shall be repaid to VEDP, the TICRC and the Localities in the same proportion in which they contributed Program Funds. Southern Virginia Regional Alliance MOU 022811 4 P85 (c) Repayments Subject to Appropriation: Any repayments due from any party, except the Foundation, are subject to appropriation by the party's governing body. (d) Repayment Date; Cure Period: Any repayments due from any party shall be due within 90 days of the date that the need for such repayment has been determined. (e) Withdrawal by a Party.• On any 30 day's prior written notice to all of the other parties, any party to this MOU may withdraw from the Working Group and cease its work on the Program. In such event, the Working Group shall revise the Budget and return to the withdrawing party its proportionate share of the remaining Program Funds, net of a reserve to pay Expenses incurred but not yet disbursed. Section 7. Notices. Any notices required or permitted under this MOU shall be given in writing, and shall be deemed to be received upon receipt or refusal after mailing of the same in the United States Mail by certified mail, postage fully pre-paid or by overnight courier (refusal shall mean return of certified mail or overnight courier package not accepted by the addressee): if to the Foundation, to: with a copy to: Future of the Piedmont Foundation Attention: if to VEDP, to: Virginia Economic Development Partnership 901 East Byrd Street, l 9`~ Floor Post Office Box 798 (zip: 23218-0798) Richmond, Virginia 23219 Attention: President and CEO Attention: with a copy to: Virginia Economic Development Partnership 901 East Byrd Street, 19`" Floor Post Office Box 798 (zip: 23218-0798) Richmond, Virginia 23219 Attention: General Counsel If to Danville, to: City of Danville P.O. Box 3300 427 Patton St. Danville, Virginia 24543 Attention: City Manager If to Halifax, to: County of Halifax Southern Virginia Regional Alliance MOU 022811 with a copy to: Attention: with a copy to: P86 134 South Main Street P. O. Box 699 Halifax, Virginia 24558 Attention: County Administrator If to Henry, to: County of Henry 3300 Kings Mountain Road P.O. Box 7 Collinsville, Virginia 24078 Attention: County Administrator If to Martinsville, to: City of Martinsville 55 West Church St. P.O. Box 1 l 12 Martinsville, Virginia 24112 Attention: City Manager If to Patrick, to: County of Patrick 106 Rucker Street P.O. Box 466 Stuart, Virginia 24171. Attention: County Administrator If to Pittsylvania, to: County of Pittsylvania 21 North Main Street P.O. Box 426 Chatham, Virginia 24531 Attention: County Administrator Section 8. Miscellaneous. Attention: with a copy to: Attention: with a copy to: Attention: with a copy to: Attention: with a copy to: Attention: (a) Entire Agreement; Amendments: This MOU constitutes the entire agreement among the parties hereto as to the expenditure of Program Funds and may not be amended or modified, except in writing, signed by each of the parties hereto. This MOU shall be binding upon and inure to the benefit of the parties hereto and their respective successors and assigns. No party may assign its rights and obligations under this MOU without the prior written consent of all of the other parties. Southern Virginia Regional Alliance MOU 022811 P87 (b} Governing Law; Venue: This MOU is made, and is intended to be performed, in the Commonwealth and shall be construed and enforced by the laws of the Commonwealth. Jurisdiction and venue for any litigation arising out of or involving this MOU shall lie in the Circuit Court of the City of Richmond, and such litigation shall be brought only in such court. (c) Counterparts: This MOU may be executed in one or more counterparts, each of which shall be an original, and all of which together shall be one and the same instrument. (d) Severability: If any provision of this MOU is determined to be unenforceable, invalid or illegal, then the enforceability, validity and legality of the remaining provisions will not in any way be affected or impaired, and such provision will be deemed to be restated to reflect the original intentions of the parties as nearly as possible in accordance with applicable law. (e) Dispute Resolution: In the event of any dispute, controversy or claim of any kind or nature arising under or in connection with this MOU (including disputes as to the creation, validity, or interpretation of this MOU) (a "Dispute"), then upon the written request of any party, each of the parties will appoint a designated senior official whose task it will be to meet for the purpose of endeavoring to resolve the Dispute. Such officials will discuss the Dispute and will negotiate in good faith in an effort to resolve the Dispute without the necessity of any formal proceeding relating thereto. The specific format for such discussions will be left to the discretion of the officials. No formal proceedings for the resolution of the Dispute may be commenced until the earlier to occur of (a) a good faith mutual conclusion by the officials that amicable resolution through continued negotiation of the matter in issue does not appear likely or (b) the 60th day after the initial request to negotiate the Dispute. If the resolution of the Dispute requires any party to take, to cause to be taken or to cease taking, some action, such party shall be provided a reasonable period of time, not to exceed sixty (60) days, to take, to cause, or to cease taking, such action. [THE REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK] 5outhem Virginia Regional Alliance MOU 022811 7 P88 IN WITNESS WHEREOF, the parties hereto have executed this Performance Agreement as of the date first written above. VIRGINIA ECONOMIC DEVELOPMENT PARTNERSHIP AUTHORITY By Name: Jeffrey M. Anderson Title: President and CEO Date: March _, 2011 Initial Member: CITY OF DANVILLE By Name: Title: Date: March _, 2011 Initial Member: FUTURE OF THE PIEDMONT By Name: Title: Date: March _, 201 I COUNTY OF HALIFAX By Name: Title: Date: March _, 20l 1 Initial Member: COUNTY OF HENRY By Name: Title: Date: March _, 2011 Initial Member: CITY OF MARTINSVILLE By Name: Title: Date: March _, 2011 Initial Member: COUNTY OF PATRICK By Name: Title: Date: March _, 2011 Initial Member: COUNTY OF PITTSYLVANIA By Name: Title: Date: March _, 201 l Initial Member: Exhibit A: Budget Southern Virginia Regions! Alliance MOU 0228 ] 1 8 P89 EXHIBIT A Regional Marketing Budget Proposal Branding Logo Tag Line Website 3 Designs Content Content Management Site Optimization Hosting 4 Full-Page Ad Campaign Development of Ads 5 Direct Mail Campaign Design Postage Printing Brochure Design Printing Ad Placements (Print and Online) General Site Selection Pubs (examples below) Area Development Business Facilities Forbes CNBC $5,000 $30,000 $10,000 $12,000 $10,000 $150,000 or Target Publications within our Target Sectors (examples below) Aviation Week Aerospace Manufacturing Washington Technology Marketing Trips (8) $40,000 Atlanta Dallas Chicago New York Charlotte Trade Shows includes flights, meals, entertaining of consultants, clients, etc.for 2 people from the region -the staff person and one other regional rep 310 Lead Generation Contract $20,000 Southern Virginia Regional Alliance MOU 022811 9 P90 Hosting Consultants to Region 2lyear 575,000 Yearly Primland Event Consultant for Marketing Consultant for Board Meeting Consultant for Site Evaluations 2010 PrimlandlSpeedway Event 520,000.00 Total Marketing Budget 5372,000.00 Regional Overhead Budget Overhead Computer (laptop) 51,400.00 Wireless Card 52,000.00 Blackberry 52,600.00 Mileage Reimbursement 515,000.00 50lmile at 15.000 miles/year Printer 5500.00 Office Supplies paper 5100.00 letterhead, envelopes, etc. 5500.00 business cards (1,000) 5200.00 mist -pens, cartridges, stamps, etc. 51,000.00 Total Overhead Budget 823,300.00 This leaves $204,700 to be allocated either to the director/manager salary or contract or to increase the marketing budget and lower the staff salary or contract (whatever we decide) 'note that the director/manager would be responsible for their own taxes, heaKh benefits, retirement, etc Southern Virginia Regronal Alliance MOL10~2811 IO P91 ~, ~ JUL 1 3 ~~ ~!I v ~' ~~~ ~ i ~ Z~ co~~vro~v~~g of vrROn~..~ ~~.__ Office of the Lieutenant governor Wiuiatn T Booing (804) 786-2o7s Lieutenant Governor ~- (804) 786-7511 TTY/rDU 1-800-828-1120 FMAIL: ltgoveirgov.virgit-iagov July 12, 2010 Mr. William Sleeper r-,:.: _ ~. -~ P.O. Box 426 Chatham, VA 24531 Dear William, In Apri! you received a letter from Governor Bob McDonnell outlining the steps our administration has taken to enhance economic development efforts in Southern Virginia. As a part of that letter, Governor McDonnell advised you that I was meeting with local economic development officials from six Southern Virginia localities to talk about how the Commonwealth can more effectively promote the Southern Virginia region. I am writing to provide you with an update on those discussions. I am pleased to report that our discussions have progressed very well and we are on the verge of developing a unique approach to economic development in Southern Virginia. Each of the localities involved in these discussions (Patrick County, Henry County, the City of Martinsville, Pittsylvania County, the City of Danville and Halifax County) have brought a great deal to the table and we have already accomplished some positive results. For example: • The local economic development directors have worked together to identify key industry segments where they believe they have the greatest chance of attracting new business, industry and jobs to the region. • The Virginia Economic Develof?men+, Part!?er~.h~n ic. n!1 ;w; ;w+nrl!in~ ~~ri+y; t~?:: ';~ ;,-.; :,:,v;,~;:;;~, development directors and will engage SRI, a nationally recognized firm that specializes in economic research, to validate the targeted industry marketing approach for the region. • The local economic development directors, in partnership with VEDP, are planning a weekend special event for key business prospects in October that will be based at Primland Resort and highlight the fall Sprint Series NASCAR race at Martinsville Speedway. • We are developing a regional economic development marketing plan for Southern Virginia, which we hope will be funded by a combination of state, local and Tobacco Commission funds. As you can see, we have made a great deal of progress in putting together a more focused and concentrated regional economic development strategy for Southern Virginia. However, there is a lot of work to be done and we need your active support in getting that work completed on a timely basis. Post Office Box 1195 • Richmond, Virginia 23218 P92 In his April letter, Governor McDonnell advised you that the Commonwealth was prepared to invest $200,000 in the development of a regional economic development marketing plan for Southern Virginia. He also advised you that we would ask the six participating localities to provide matching funds for this program. In recent discussions with the local economic development directors, it was decided that the best way to approach this funding was on a population based appropriation. So, in order to match the $200,000 the Commonwealth is providing, each of the involved localities would have to provide the following matching funds: • Danville - $39,568 • Halifax - $30,604 .,,., ti:.=~;: y ' w'-r ~ , .! t G • Martinsville - $12,703 • Patrick - $16,176 • Pittsylvania - $53,307 I would stress that this is a one-time appropriation, and one half of this amount can be paid in the 2011 fiscal year, with the remaining amount paid in the 2012 fiscal year. I know that these are challenging economic times and the budgets of local governments are stretched thin. However, I hope you will prioritize this funding and agree to participate in this important initiative. I truly believe that it is the key to taking our economic development efforts in Southern Virginia to the next level. We are asking that each of the six participating localities commit to the funding by the end of August at the latest. Once funding from the involved local governments has been committed, we will ask that this initiative be placed on the agenda for an upcoming meeting of the Tobacco Commission. We will also be asking that the Tobacco Commission match the $200,000 that will be provided by the state and local governments involved, which would give us a total of $600,000 for the development of a regional marketing plan. Please let me know !f you have anv a~~estians c~ncP~r`ir:o t!^is ^^:?tt~r. `; c:~. c;.,; ~ uv~ i~c r. ct tnrougn my 4,;hiet of Staff, Randy Marcus. You can reach Randy by phone at (804) Fi92-0376 or by email at randy.marcus@governor.virginia.gov. Thank you for your consideration of this request. We look forward to hearing back from you soon, and we sincerely hope that you will agree to participate in this exciting new program with us. Sincerely, ~~~~- WILLIAM T. ROLLING Lieutenant Governor of Virginia Chief Jobs Creation Officer WTB! P93 Southern Virginia Marketing Plan - Contribution Criteria Options Contribution Options Locality Equal Division Population $30,604 $53,307 $47,642 $16,176 $12,703 $39,568 $200,000 Budget -GF $26,057 $38,725 $31,383 $13,961 $19,501 $70,373 $200,000 Budget -Total $25,037 $46,932 $29,895 $11,647 $16,618 $69,872 $200,000 Halifax* $33,333 Pittsylvania $33,333 Henry $33,333 Patrick $33,333 Martinsville $33,333 Danville $33,333 Total $199,998 Population Locality Population Halifax 35,258 Pittsylva nia 61,414 Henry 54,888 Patrick 18,636 Martinsville 14,635 Danville 45,586 Total 230,417 General Fund Budget Locality Budget - GF Halifax* ~V~~ Henry Patrick Martinsville Danville Total Total Budget Locality Halifax* Ptttsylva~ia Henry Patrick Martinsville Danville Total $37,242,875 $55,350,281 $44,855,003 $19,954,801 $27,873,331 $100, 583, 600 $285,859,891 of Region 15.30% 26.65% 23.82% 8.09% 6.35% 19.78% 100.00% °~ of Region 13.03% 19.36% 15.69% 6.98% 9.75% 35.19% 100.00°~ Allocation $ 30, 604 $53,307 $47,642 $16,176 $12,703 $39,568 $200,000 Allocation $26,057 $38,725 $31,383 $13,961 $19, 501 $70,373 $200,000 Budget -Total $91,659,098 $171,819,358 $109,444,497 $42,639,130 560,837,601 $255,801,040 $732,200,724 of Region 12.52% 23.47% 14.95% 5.82% 8.31% 34.94% 100.00°r6 Allocation $25,037 $46,932 $29,895 $11, 647 $16,618 $69,872 $200,000 Average ~GF) $29,998 $41,788 $37,453 $21,157 $21,846 $47,758 $199,999 Average (Total) $29,658 $44,524 $36,957 $20,385 $20,885 $47,591 $199,999 P94 PITTSYLVANIA COUNTY Board of Supervisors EXECUTIVE SUMMARY AGENDA TITLE: AGENDA DATE: ITEM NUMBER: Virginia Economic Development Partnership SUBJECT/PROPOSAL/REQUEST: Marketing Proposal - Lieutenant Governor William T. Bolling STAFF CONTACT(S): William D. Sleeper 08-02-2010 ACTION: Yes CONSENT AGENDA; ACTION: ATTACHMENTS: Yes 15 INFORMATION: INFORMATION: BACKGROUND: We have had two meetings with Lieutenant Governor William T. Bolling concerning the Southside Marketing Program being directed by Governor Bob McDonnell. The Governor has outlined steps to enhance the economic development efforts is Southern Virginia. DISCUSSION: The efforts required Pittsylvania County to work with Danville, Halifax, Henry, Martinsville and Patrick to develop some type of a program and an appropriation to meet the matching requirements for the $200,000 of local share required to match the $200,000 from the Governor's Opportunity Fund and $200,000 from the Virginia Tobacco Commission. This is a total of a $b00,000 Regional Marketing Plan for Southern Virginia. The last page shows various ideas and contributions that we went through trying to determine how the localities would pay. Apparently it has come back to population, which always makes Pittsylvania County one of the largest contributors. We have set aside from Economic Development Funds $53,307. RECOMMENDATION: Staff recommends the Board of Supervisors with approved participation of Pittsylvania County in the Southern Virginia Marketing Program and approve a transfer of $53,307 from Economic Development to a line item for local match for the Southern Region Marketing Plan. P95 Regular Meeting August 2, 2010 Pittsylvania County Board of Supervisors Tuesday, August 2, 2010 Regular Meeting VIRGINIA: The Regular meeting of the Pittsylvania County Board of Supervisors was held on Tuesday, August 2, 2010 in the General District Courtroom of the Edwin R. Shields Addition in Chatham, Virginia. Henry A. Davis, Chairman, called the meeting to order at 7:02 p.m. The following members were present: Tim Barber James Snead William H. Pritchett Coy E. Harville Fred M. Ingram Henry A. Davis, Jr. Tunstall District Dan River District Banister District Westover District Callands-Gretna District Chatham-Blairs District Mr. Marshall Ecker, Board representative for the Staunton River District and Mr. John P. Light, Legal Counsel, were absent Mr. William D. Sleeper, County Administrator, and Ms. Rebecca Flippen, Deputy Clerk to the Board, were also present. Mr. Barber gave the invocation and led the Pledge of Allegiance. Motion was made by Mr. Barber, seconded by Mr. Harville, move the following items to the Consent agenda: Item 15-Virginia Economic Development Partnership (VEDP}-Lieutenant Governor's Proposal Item 18- Botetnurt County Resolution-Economic Development Access Program; and to approve the agenda with the changes, which was unanimously approved by the Board with the exception of Mr. Ecker, who was absent. Hearin¢ of the Citizens Mr. Lamont Strange of the Tunstall District made favorable comments in support of the Mega Park, stating the community needed jobs and people should be thinking about the next generation of County workers when trying to bring businesses into Pittsylvania County. If big companies come, little businesses grow around them. Mr. Debra Dix of the Chatham-Blairs District stated she supported Citizens for Jobs. She also encouraged people voice their opinions the nominations for the panel on the environmental study concerning uranium mining in the county since some of the nominees mine uranium and/or are involved in building nuclear plants. She closed by voicing her complaint that the Regional Industrial Facilities Authority (RIFA) does not allow a citizen's commentary period. Mr. Dianne McMann of the Westover District stated she supported the Citizens for Jobs group and volunteered in anyway she could to help keep the development of the Mega Park moving along. Ms. Nancy Smith withdrew her sign up to speak. This concluded the Hearing of the Citizens. Motion was then made by Mr. Ingram, seconded by Mr. Harville, to approve the Consent Agenda, including the addition of Item 15 and Item 18. The following roll call vote was recorded: Mr. Bazber-Yes, Mr. Snead-Yes, Mr. Pritchett -Yes, Mr. Ingram-yes, Mr. Harville-Yes, Mr. EckerAbsent, P96 EXISTING SEC. 1-7. COUNTY SEAL The corporate seal of the county shall be circular in form, one and seven-eights inches in diameter, with the words "Seal of Pittsylvania County Virginia" and "1767" appearing on the circumference with a design in the center depicting the American bald eagle. No other seal shall be used for the county and no paper issued by municipal authority, which requires the seal of the county shall be valid unless the seal described herein, shall be duly affixed thereto, attested by the county clerk. The clerk shall be the custodian of the county seal. An imprint of the seal is hereby approved and adopted is attached to the original draft of this ordinance. This ordinance shall become effective on and all other ordinances or parts of ordinances in conflict herewith are hereby repealed on January 1, 1975. SEC. 1-8. JOINT EXERCISE OF POWERS The Board of Supervisors of Pittsylvania County may enter into an intergovernmental agreement where two or more political subdivisions share joint action pursuant to the authority of Chapter 13, Section 15.2-1300, Code of Virginia, 1950, as amended, provided that all requirements of Section 15.2-1300 are met and the document is identified herein. (a) Agreement between Pittsylvania County, Virginia, the Pittsylvania County Industrial Development Authority, and the Pittsylvania Economic Development Organization, February 18, 1986. (b) Agreement entitled "Tri-County Lake Administrative Commission" between the Pittsylvania County, Virginia, Franklin County, Virginia and Bedford County, Virginia, October 2, 2000. (c) Agreement entitled "Regional Industrial Facility Authority" for Cost sharing and Revenue sharing between the City of Danville, Virginia, and Pittsylvania County, Virginia, October 1, 2001. (d) Agreement entitled "Joint Powers Association Agreement" Virginia Energy Purchasing Governmental Association. (e) Agreement entitled "Joint Exercise of Powers Agreement for Broadband Internet Services" between the Pittsylvania County, City of Danville, Danville Public Schools, and Pittsylvania County Schools. (B.S.M. 05-18-04) (f) Agreement entitled "Boundary Adjustment -Town of Hurt" between Pittsylvania County and the Town of Hurt. (B.S.M. 02-04-08) (g) Agreement between Town of Chatham -Pittsylvania County for Booster Station and Service Area North of the Town of Chatham. (B.S.M. 11-16-10) P97 PROPOSED AMEND1VfENT SEC. 1-7. COUNTY SEAL The corporate seal of the county shall be circular in form, one and seven-eights inches in diameter, with the words "Seal of Pittsylvania County Virginia" and "1767" appearing on the circumference with a design in the center depicting the American bald eagle. No other seal shall be used for the county and no paper issued by municipal authority, which requires the seal of the county shall be valid unless the seal described herein, shall be duly affixed thereto, attested by the county clerk. The clerk shall be the custodian of the county seal. An imprint of the seal is hereby approved and adopted is attached to the original draft of this ordinance. This ordinance shall become effective on and all other ordinances or parts of ordinances in conflict herewith are hereby repealed on January 1, 1975. SEC. 1-8. JOINT EXERCISE OF POWERS The Board of Supervisors of Pittsylvania County may enter into an intergovernmental agreement where two or more political subdivisions share joint action pursuant to the authority of Chapter 13, Section 15.2-1300, Code of Virginia, 1950, as amended, provided that all requirements of Section 15.2-1300 are met and the document is identified herein. (a) Agreement between Pittsylvania County, Virginia, the Pittsylvania County Industrial Development Authority, and the Pittsylvania Economic Development Organization, February 18, 1986. (b) Agreement entitled "Tri-County Lake Administrative Commission" between the Pittsylvania County, Virginia, Franklin County, Virginia and Bedford County, Virginia, October 2, 2000. (c) Agreement entitled "Regional Industrial Facility Authority" for Cost sharing and Revenue sharing between the City of Danville, Virginia, and Pittsylvania County, Virginia, October 1, 2001. (d) Agreement entitled "Joint Powers Association Agreement" Virginia Energy Purchasing Governmental Association. (e) Agreement entitled "Joint Exercise of Powers Agreement for Broadband Internet Services" between the Pittsylvania County, City of Danville, Danville Public Schools, and Pittsylvania County Schools. (B.S.M. OS-18-04) (f) Agreement entitled "Boundary Adjustment -Town of Hurt" between Pittsylvania County and the Town of Hurt. (B.S.M. 02-04-08) (g) Agreement between Town of Chatham -Pittsylvania County for Booster Station and Service Area North of the Town of Chatham. (B.S.M. 11-16-10) P98 (h} Agreemen! entitled "Memorandum of Understanding; Southern Virginia Regional Alliance" between the Virginia Economic Development Partnership Authority, the Future of the Piedmont Foundation, the City of Danville, Virginia, the City of Martinsville, Virginia, the County of Piitsylvania, Virginia, the County of Halifax, Virginia, the County of Henry, Virginia, and the County of Patrick, Virginia (B.S.M. OS-17-I1) P99 UNFINISHED BUSINESS PITTSYLVANIA COUNTY Board of Supervisors EXECUTIVE SUMMARY AGENDA TITLE: AGENDA DATE: 5-17-11 ITEM NUMBER: 11 Regional One-June 2011 Appropriation Motion was ACTION: made by Mr. Davis, seconded by Mr. Pritchett and has Yes now met the 10-day layover requirement. Requires a Roll Call Vote. CONSENT AGENDA: ACTION: SUBJECT/PROPOSAL/REOUEST: Approval and consideration of appropriation for Contract Payment STAFF CONTACT(S): ATTACHMENTS: No REVIEWED BY; INFORMATION: INFORMATION: BACKGROUND: At an adjourned meeting, December 22, 2008, the Board of Supervisors approved to begin paying Regional One for back-up ambulance service to the County. At that time, the Board requested that payment to Regional One be approved on a monthly basis. A total of $35,000 has been appropriated for Regional One in the 2011 Budget, which will cover Regional One's monthly cost through December 31, 2010. It is time to approve payment for Regional One for the month of June. The amount due to Regional One is $5,833.33 per month. As discussed above, these funds have not been previously budgeted. Therefore, continued payments to Regional One must also be appropriated each month. RECOMMENDATION: Staff recommends that the Board of Supervisors approve and appropriate $5,833.33 for payment to Regional One for June 201 I . AT THE MAY 2, 2011 BOARD MEETING, MOTION WAS MADE BY MR. DAMS, SECONDED BY MR. PRITCHETT TO APPROVE AN APPROPRIATION OF $5,833.33 FOR PAYMENT TO REGIONAL ONE FOR JUNE 2011, WHICH REQUIRED A 10-DAY LAYOVER THAT HAS NOW BEEN MET. A ROLL CALL VOTE IS REQUIRED. P100 PITTSYLVANIA COUNTY Board of Supervisors EXECUTIVE SUMMARY AGENDA DATE: AGENDA TITLE: 5-02-I 1 Regional One-June 2011-Requires a Motion and a 10- I ACTION: Day Layover Yes SUBJECT/PROPOSAL/REOUEST: CONSENT AGENDA: ACTION: Approval and consideration of appropriation for Contract Payment ATTACHMENTS: No STAFF CONTACT(S): REVIEWED BY: ITEM NUMBER: 5(d) INFORMATION: INFORMATION: BACKGROUND: At an adjourned meeting, December 22, 2008, the Board of Supervisors approved to begin paying Regional One for back-up ambulance service to the County. At that time, the Board requested that payment to Regional One be approved on a monthly basis. A total of $35,000 has been appropriated for Regional One in the 2011 Budget, which will cover Regional One's monthly cost through December 31, 2010. DISCUSSION: It is time to approve payment for Regional One for the month of June. The amount due to Regional One is $5,833.33 per month. As discussed above, these funds have not been previously budgeted. Therefore, continued payments to Regional One must also be appropriated each month. RECOMMENDATION: Staff recommends that the Board of Supervisors approve and consider an appropriation of $5,833.33 for payment to Regional One for June 2011. THIS AMENDMENT REQUIRES A MOTION AND A 10-DAY LAYOVER. P101 PITTSYLVANIA COUNTY Board of Supervisors EXECUTIVE SUMMARY AGENDA TITLE: AGENDA DATE: OS-17-11 ITEM NUMBER: 12 Legal Services Appropriation-Motion was made by ACTION: Mr. Harville, seconded by Mr. Ecker, which required Yes a 10-day layover that has now been met. SUBJECT/PROPOSAL/REOUEST: CONSENT AGENDA: ACTION: Supplemental Appropriation STAFF CONTACT(S~: ATTACHMENTS: Yes INFORMATION: INFORMATION: BACKGROUND: The Board of Supervisors approved a County Attorney position in the year 2011-2012. In addition, the Board of Supervisors agreed to continue legal services on existing cases that are outside of the normal activities of the County paying for additional legal services for expertise in specific cases. The County current has three outside legal counsels representing cases concerning the Board of Supervisors appointment to Danville/Pittsylvania County Regional Industrial Facilities Authority (RIFA), the County's response to the State Auditor's CSA Audit and legal counsel representing the County concerning a statewide case with Verizon Communications. Because these ongoing cases require payment out of the legal department account entitled "Legal Services", this appropriation is currently $13,000 in the red and requires an additional supplement through the remainder of this year until June 30, 2011. As per the Board's request, a copy of the legal services paid to date is attached for your review. RECOMMENDATION: Staff recommends that the Board of Supervisors approve $35,000 from unappropriated surplus to the legal service line to pay for legal counsels outside of the normal legal department activities in Pittsylvania County. MOTION WAS MADE BY MR. HARVILLE, SECONDED BY MR. ECKER, WHICH REQUIRED A 10- DAY LAYOVER THAT HAS NOW BEEN MET. P1D2 Pittsylvania County 100-0122100-3150 Legal Services Analysis Date Vendor Description 10711 ERIC J. REYNOLDS, ESQUIRE 10711 ERIC J. REYNOLDS, ESQUIRE 20711 ERIC J. REYNOLDS, ESQUIRE 31011 ERIC J. REYNOLDS, ESQUIRE 42111 ERIC J. REYNOLDS, ESQUIRE 42111 ERIC J. REYNOLDS, ESQUIRE TOTAL Amount 2,480.00 CSA Attorney 136.00 2,420.00 2,860.00 4,680.00 136.00 12,712.00 42011 GEORGE STANHOPE TOTAL 120810 H.F. HAYMORE JR. TOTAL 72610 JOHN P. LIGHT 72610 JOHN P. LIGHT 83110 JOHN P. LIGHT 83110 JOHN P. LIGHT 100610 JOHN P. LIGHT 100610 JOHN P. LIGHT 100610 JOHN P. LIGHT 121310 JOHN P. LIGHT 121310 JOHN P. LIGHT 13111 JOHN P. LIGHT 13111 JOHN P, LIGHT 22811 JOHN P. LIGHT 22811 JOHN P. LIGHT 42011 JOHN P. LIGHT 42011 JOHN P. LIGHT TOTAL 121310 ROBERT L. MORRISON JR 121310 ROBERT L. MORRISON JR TOTAL 1,996.80 Court Award 1, 996.80 121.00 Carothers Deeds 121.00 2,981.25 Regular Legal Services 66.00 3,718.75 46.00 71.25 4,637.50 251.00 5,481.25 178.20 3,962.50 206.00 4,212.50 131.30 5,700.00 16.50 31,660.00 330.00 Rutledge vs Chatham 0.96 330.96 P103 Pittsylvania County 100-4-0122100-3150 Legal Services Analysis Date Vendor Description Amount 91310 SANDS ANDERSON 4,097.41 Verizon Court Case 91310 SANDS ANDERSON 56.80 92710 SANDS ANDERSON 5,897.08 92710 SANDS ANDERSON 209.67 100710 SANDS ANDERSON 4,539.20 100710 SANDS ANDERSON 52.62 112410 SANDS ANDERSON 4,840.74 112410 SANDS ANDERSON 1,145.77 33111 SANDS ANDERSON 6,733.95 33111 SANDS ANDERSON 53.72 33111 SANDS ANDERSON 6,269.26 33111 SANDS ANDERSON 924.00 33111 SANDS ANDERSON 3,194.53 33111 SANDS ANDERSON 2,232.46 TOTAL 40,247.21 70710 THOMPSON MCMULLAN 175.00 Smith Case 81710 THOMPSON MCMULLAN 1,942.50 81710 THOMPSON MCMULLAN 150.00 92910 THOMPSON MCMULLAN 5,390.00 101910 THOMPSON MCMULLAN 612.50 111610 THOMPSON MCMULLAN 1,925.00 111610 THOMPSON MCMULLAN 75.00 121310 THOMPSON MCMULLAN 70.00 10711 THOMPSON MCMULLAN 4,707.50 10711 THOMPSON MCMULLAN 234.00 TOTAL 15,281.50 GRAND TOTAL 102,349.47 CURRENT APPROPRIATION 75,863.00 AMOUNT CURRENTLY SHORT (26,486.47) P104 PITTSYLVANIA COUNTY Board of Supervisors EXECUTIVE SUMMARY AGENDA TITLE: AGENDA DATE: 05-02-2011 ITEM NUMBER; 9 Legal Services Appropriation -10 Day Layover- Requires Roll Call Vote SUBJECT/PROPOSAL/REQUEST: Supplemental Appropriation STAFF CONTACT(S): Mr. S1eeAer ACTION: Yes CONSENT AGENDA: ACTION: ATTACHMENTS: Yes INFORMATION: INFORMATION; At the April 19, 2011 meeting of the Board of Supervisors, a motion was made by Mr. Harville, seconded by Mr. Ecker, to approve $35,000 from unappropriated surplus to the legal service line to pay for legal counsels outside of the normal legal department activities in Pittsylvania County. This motion required a 10-day layover. The motion of the floor now requires a Roll Call Vote. RECOMMENDATION: Staff recommends that the Board of Supervisors approve $35,000 from unappropriated surplus to the legal service line to pay for legal counsels outside of the normal legal department activities in Pittsylvania County and conduct a Roll Call Vote since this motion has met the 10-day layover requirement. P105 PITTSYLVANIA COUNTY Board of Supervisors EXECUTIVE SUMMARY AGENDA TITLE: AGENDA DATE: 04-19-2011 ITEM NUMBER: 14 Legal Services Appropriation SUBJECT/PROPOSAL/REQUEST: Supplemental Appropriation STAFF CONTACT(S): Mr. Sleeper ACTION: Yes CONSENT AGENDA: INFORMATION: ACTION: INFORMATION: ATTACHMENTS: No REVIEWED BY: The Board of Supervisors approved a County Attorney position in the year 2011-2012. In addition, the Boazd of Supervisors agreed to continue legal services on existing cases that are outside of the normal activities of the County paying for additional legal services for expertise in specific cases. The County current has three outside legal counsels representing cases concerning the Board of Supervisors appointment to Danville/Pittsylvania County Regional Industrial Facilities Authority (RIFA), the County's response to the State Auditor's CSA Audit and legal counsel representing the County concerning a statewide case with Verizon Communications. Because these ongoing cases require payment out of the legal department account entitled "Legal Services", this appropriation is currently $13,000 in the red and requires an additional supplement through the remainder of this year until June 30, 2011. RECOMMENDATION: Staff recommends that the Board of Supervisors approve $35,000 from unappropriated surplus to the legal service line to pay for legal counsels outside of the normal legal department activities in Pittsylvania County. This requires a 10-day layover. P106 PITTSYLVANIA COUNTY Board of Supervisors EXECUTIVE SUMMARY AGENDA TITLE: AGENDA DATE: 5-17-11 ITEM NUMBER: 13 Expenditure Refunds-Motion made by Mr. Harville, seconded by Mr. Ecker and has now met the 10-day layover requirement. Requires a Roll Call Vote. Budget Amendment for expenditure refunds STAFF CONTACT(S): ACTION: Yes CONSENT AGENDA: ACTION: INFORMATION: INFORMATION: ATTACHMENTS: Yes REVIEWED BY: BACKGROUND: Attached is a list of expenditure refunds for the month of April, 2011 for review. As discussed earlier with the Board, the simple routine of putting every refund back in the budget is extremely time consuming and leaves room for errors. To stay in balance with the Treasurer, we need to reappropriate refunds into the budget so the budget would increase with every expenditure refund. RECOMMENDATION: Staff recommends the reappropriation of funds as follows: $15.77 to Board of Supervisors-Travel (100-4- 011010-5500), $35.00 to Sheriff-National Night Out (100-4-031200-5880), $60.00 to Sheriff-Parts (100-4- 031200-6030), $250.00 to Sheriff-Labor (1 00-4-03 1 200-603 1), $124.24 to Extradition (100-4-033100-5550), $1,482.00 to B&G-Service Contracts-Equipment (100-4-043100-3320), $21.90 to Library-Telephone (100-4- 073100-5230), $260.00 to Library-Postage (100-4-073100-5210), $66.33 to Economic Development-Office Supplies (100-4-082510-6001), $9,745.03 to WIA-Rent (251-4-353160-5420), $7,386.50 to Berry Hill- Engineering (325-4-815526-3163). MOTION MADE BY MR. HARVILLE, SECONDED BY MR. ECKER AND HAS NOW MET THE 10-DAY LAYOVER REQUIREMENT. REQUIRES A ROLL CALL VOTE. P107 PITTSYLVANIA COUNTY Board of Supervisors EXECUTIVE SUMMARY AGENDA TITLE: AGENDA DATE: 5-02-11 ITEM NUMBER: 5(e) Expenditure Refunds-Requires a motion and then a 10-day layover SUBJECT/PROPOSAL/REQUEST: Budget Amendment for expenditure refunds STAFF CONTACT(S): ACTION: Yes CONSENT AGENDA: ACTION: ATTACHMENTS: Yes REVIEWED BY: INFORMATION: INFORMATION: BACKGROUND: DISCUSSION: Attached is a list of expenditure refunds for the month of April, 2011 for review. As discussed earlier with the Board, the simple routine of putting every refund back in the budget is extremely time consuming and leaves room for errors. To stay in balance with the Treasurer, we need to reapproptiate refunds into the budget so the budget would increase with every expenditure refund. RECOMMENDATION: Staff recommends the reappropriation of funds as follows: $15.77 to Board of Supervisors-Travel (100-4- 011010-5500), $35.00 to Sheriff-National Night Out (100-4-031200-5880), $60.00 to Sheriff-Parts (100-4- 031200-6030), $250.00 to Sheriff-Labor (1 00-4-03 1 200-603 1), $124.24 to Extradition (100-4-033100-5550), $1,482.00 to B&G-Service Contracts-Equipment (100-4-043100-3320), $21.90 to Library-Telephone (100-4- 073100-5230), $260.00 to Library-Postage (100-4-073100-5210), $66.33 to Economic Development-Offtce Supplies (100-4-082510-6001), $9,745.03 to WIA-Rent (251-4-353160-5420), $7,386.50 to Berry Hill- Engineering (325-4-8 1 5526-3 1 63). THIS ITEM REQUIRES A MOTION AND A l0-DAY LAYOVER. P108 PITTSYLVANIA COUNTY VIRGINIA Finance Department P.O. Box 426 Chatham, Virginia 24531 MEMO TO: William D. Sleeper, County Administrator FROM: Kim Van Der Hyde Finance Director SUBJECT: March Expenditure Refunds DATE: Apri129, 2011 Phone (434) 432-7740 Fax (434) 432-7746 Gretna/Hurt (434) 656-6211 Bachelors Hall/Whitmell (434) 797-9550 The list below shows all expenditure refunds that were sent to the Finance Department during the month of April. I am recommending that all of the following expenditure refunds be reappropriated by the Board of Supervisors: 100-4-011010-5500 Board of Supervisors-Travel 15.77 Meal Reimbursement 100-4-031200-5880 Sheriff-National Night Out 35.00 Gretna Parade Prize 100-4-031200-6030 Sheriff-Parts 60.00 Restitution 100-4-031200-6031 Sheriff-Labor 250.00 Insurance Reimbursement 100-4-033100-5550 Extradition 124.24 100-4-043100-3320 B&G-Service Contracts-Equip. 1,482.00 Overpayment 100-4-073100-5230 Library-Telephone 21.90 Alltel Refund 100-4-073100-5210 Library-Postage 260.00 Friends of the Library aid 100-4-082510-6001 Economic Development-Office Supplies 66.33 Reimbursement P109 251-4-353160-5420 WIA-Rent 9,745.03 Rent Payments 251-3-000000-150201 325-4-815526-3163 Berry Hill-Engineering 7,386.50 Overpayment TOTAL APRIL EXPENDITURE REFUNDS $19,446.77 P110 NEW BUSINESS PITTSYLVANIA COUNTY Board of Supervisors EXECUTIVE SUMMARY AGENDA TITLE: AGENDA DATE: Amended Plan for County Redistricting; Plan B 1 OS-17-2011 Amended Plan to Pittsylvania County Redistricting - I ACTION: Mr. Fred Ingram Yes STAFF CONTACT(S): William D. Sleeper CONSENT AGENDA: ACTION: ATTACHMENTS: Yes REVIEWED BY: ITEM NUMBER: 14 INFORMATION: INFORMATION: BACKGROUND: The Board of Supervisors, at their adjourned meeting on Tuesday, April 19, 2011, received a presentation from the Redistricting Committee for the Board of Supervisors and a recommendation for redistricting Pittsylvania County entitled "Plan B". The Board of Supervisors reviewed Plan A and Plan B at that meeting and voted to advertise Plan B. The Honorable Fred M. Ingram has requested that a revised plan, entitled "Plan B 1" be submitted to the Board of Supervisors for their review and consideration. This plan was presented in the Board packet for May 2, 2011; however it was an item to be added to the agenda. Since it was not added at that meeting, Mr. Ingram has requested it in a timely manner to be placed on the May 17, 2011 meeting of the Board. Attached hereto, you will find a revised plan of Plan B1, which references two (2) small areas in the Callands-Gretna District and the Westover District to be removed from those districts and change Plan B. Calculating the voting age in Plan B and Plan B1, Plan B-1 lowers the minority percentage of voting age from 52.08% in Plan B to 50.93% in Plan B 1. If the Board is interested in the approval of Plan B ] to be submitted to the Department of Justice, it must also be re-advertized for public hearing with modification to Chapter 8 by the descriptions of the districts and following the required public hearing the Board of Supervisors may submit Plan B 1 to the Department of Justice. Since the approval of either Plan B or Plan B1 is an ordinance of Pittsylvania County under Chapter 8, then the latest approved plan following a public hearing approved by the Board would be the Board's submission to the Department of Justice. RECOMMENDATION: Staff submits this to the Board of Supervisors for their review, consideration and action. If the Board chooses for Plan B1 to be advertised for public hearing, it would be considered an amendment to Plan B; therefore, Plan B would not be submitted to the Department of Justice until the Boazd of Supervisors has approved the amended plan. P111 .Y~~~ ~r f~ j~N W " ~C•`'o E ~~i S Bed ord Pittsylvania County Redistricting 2011 Proposed Election Districts Plan "Bl „ .ticale: ! Inch = D,IIIID Frer Carnesbell P112 Q J _~ (~ O F-- C Q. O c ~' O tD CD N O tt~ N 00 CD aD ~ iD (O r r In r N N r 0 0 07 C~ d' r O f~ O ~ ~ N ~ ~ M M o . o . . . . _ l1~ M N t.f) N 00 ~ O f~ ~ 1` O N M r r lf'~ r N N r ~ ~ ~ O ~ O M M -- O O 00 O ' O O CO N r M , M N N r' i i ~ I '~ O ~ O ~ O O '~ N N M M N 00 ~ ~ M M M ~-~ ~ i i N N N N N N N ~ ~ ~ ~ ~ O O OI O O O O ~ ~ ~ I ~ ~ ~ ~ i i O ~ N CD M O O CO O CO O , ~' ti CO ~' O r d7 CO , M f` M N tf') ~ O M O O 00 O 07 ~ CD i I '~ H ~ V ~ ~ ~ ~ F, .. (n , ~ ~ O N M ~t ~ CO ti ~ C ~ r (~ X N f~ 0 rl m C N C U ~L ~_ N U L ~+-+ ~_ 0 ~-+ U N W P113 7 2 N U_ L Q (U L O N (~ U fD In O'~~M r~r'h ' r O OD h h ' ch O~ r O O CO lA N CO O 01 (fl N r OD 07 O Op _ N Cfl ~ ~ ~ ~ O O O O r ~D r ap r • I i M ~ 0p cr CO M C'7 r (p r r N '- r M 00 i r i N O h r 1A i tD N ~-- r N N N ~ N N to r 0 0 0 0 0 0 ~ Oi CO CO N to ~ N ap t0 00 ~' co c0 r r lf),r N Nir ~ o o .0 0 0 0 0 O) CO ~r O h O r r N i r r ('O ('7 M c'~ h rq ~O I h M N h -- st O O 00 r N ~ 1~ ch c ~ r I N h r i o o ~0 0 a 0 0 to M , N l1') N CO In O r ~I~ N N E ~ ~ c'~ ~ t~ O c0 M O o0 In O In r ('7 h ' M In r to h CO h r N 0 r~ r r N r~ r i i~ i O O ~n N (O M O O CO O r ~ h h CD ~ O (p (~ h M N ~ • O 00 O Q~ 00 O O ~M T ~ U 00. F- _~ ~ '~ ~ rn .~ ~ ~ N ('7 V' to (D I~ ~ N f~ N X f0 IB P114 ('~ J a~ rn rn 0 O ~- ti O to d' O ti W o0 p r o to m R N V O N OW N O ~ ~ ti I~ I~ CO I` CO f~ 1` r a ~ O O~ O O O r O O Z a a i > ~ ~ d' CU O N N _ N r Z '~ r r (V r r N ~' J Z I I I ~ O r N r ~ I O ti~ Z r ('V N ~ r' r ~-- e- J r Q a Q ~ i oo co o ~~~rn v.,- N ~ ~ O V? . N N O N = ti r~ co ticor~ r~o ~' z cn Q ~ ; ' oo ~ cQ ao 0 00 ~- ~ J lf) '~ ti CO f` ~ N O t~ N I~ N e~ r~ rn o ~ (+7 ' r ~ r r r v m Q o~ c~o~n~na~aot-- y N 00 CO ~ O O O N Z ~ N O N O N ~ O p r` r~ co t` c~ ti r. v ~ ~ W~ Q > U ~ H ~_ O ; ~ ~ 'vvi N ~ c N M ~t to CO I` ~ In ~ ~ ~ ~. O ~ ~~ 4 c) ~ L ~ ~r ~ ~ ~ 1 I ~~ ~~ i J ~ ~ ~ ~ ~~ ~ ~ J ~ ~ ~ ~ ('n o ~- a Y Q ,,II \V M N ~~ r M N rn m O s~o ~ ~~ _^ X ~`! J ~ c~ ~ ~0 0 ~ ~ ~I ~~ ~ m C~.. ~~ 1~ ~ ~ ~I OQ v f~ ~ .U ~~ ~ ~ ~ ~ -~. ~ ~ ~ 0 U v, ~ ~s `~ W =_ ~ N ~ ~ ~- of ~• C ~ ~ o w P115 P116 r'~[nN -3 P117 PLAN ~-i P118 Platt 13 P119 ~Ca,v 3-~ PITTSYLVANIA COUNTY Board of Supervisors EXECUTIVE SUMMARY AGENDA TITLE: AGENDA DATE: Recommendations from Properties and Buildings Committee OS-17-2011 SUBJECT/PROPOSAL/REQUEST: I ACTION: Recommendations -old Chatham Elementary School Yes STAFF CONTACT(S): William D. Sleeper CONSENT AGENDA: ACTION: ATTACHMENTS: No ITEM NUMBER: 15 INFORMATION: INFORMATION: BACKGROUND: The Board of Supervisors have reviewed input for the old Chatham Elementary School upon several occasions and held at least two public hearings concerning the disposition of that property. The last public hearing was a general public hearing to sell or transfer this property to the private sector. DI5CUSSION: The Properties and Buildings Committee will meet on Tuesday, May 17, 2011 in the County Administrator Conference Room at S :OOpm in Closed Session concerning discussions with potential purchasers of the property for a negotiation of disposition of said property. Closed Session is being held under the authority of §2.2-3711(A)(3) Code of Virginia, 1950, as amended. Subject Matter: old Chatham Elementary School. Purpose: Disposition of Property RECOMMENDATION: Recommendations received from the Committee will be submitted to the Board of Supervisors at their meeting on Tuesday, May 17, 2011. P120 PITTSYLVANIA COUNTY Board of Supervisors EXECUTIVE SUMMARY AGENDA TITLE: AGENDA DATE: Recommendations from Solid Waste Committee OS-17-2011 SUBJECT/PROPOSAL/REOUEST: Recommendations -Solid Waste ACTION: Yes ITEM NUMBER: 16 INFORMATION: STAFF CONTACT(S): William D. Sleeper CONSENT AGENDA: ACTION: INFORMATION: ATTACHMENTS: No The Board of Supervisors, at their regular meeting on May 2, 2011, discussed the issues concerning waivers of solid waste fees and proposed changes to Chapter 17 of the Pittsylvania County Code relating to tipping fees at the landfill. On May 17, 2011, immediately following the Properties and Buildings Committee meeting, the Solid Waste Committee will meet in the County Administration Conference Room. The Committee will discuss the Pittsylvania County Landfill Tipping Fee Waiver and the current status of the Pittsylvania County Landfill expansion of the current cell that the County is operating in. RECOMMENDATION: Staff submits this to the Board of Supervisors for their review and consideration. P121 PITTSYLVANIA COUNTY Board of Supervisors EXECUTIVE SUMMARY AGENDA TITLE: AGENDA DATE: Request for Public Hearing -Chapter 21 OS-17-2011 Amendments to Chapter 21-Pittsylvania County Service ACTION: Authority Yes STAFF CONTACT(S): William D. Sleeper CONSENT AGENDA: ACTION: ATTACHMENTS: Yes REVIEWED BY: ITEM NUMBER: 17 INFORMATION: INFORMATION: BACKGROUND: The Pittsylvania County Service Authority was created by Pittsylvania County Ordinance February 5, 1973. As the Authority has gone through a number of changes over the years and developed different agreements with the City of Danville for water and sewer service in the southern end and with the Towns of Chatham, Gretna and Hurt concerning services around the incorporated towns, a number of items of the original ordinance seem to be out of place. DISCUSSION: The Honorable Coy E. Harville, working with J. Vaden Hunt, County Attorney, had developed a proposed amendment to Chapter 21 of the Pittsylvania County Code that removes a lot of old information from the current ordinance and updates it the requirements necessary for the Pittsylvania County Service Authority to operate without being restricted by overburdened items from an old ordinance that does not pertain to current operations. RECOMMENDATION: Staff submits this proposal to the Board of Supervisors for their review and consideration. The Board of Supervisors could refer this to Legislative Committee for further review and recommendations tothe Board, or the Board of Supervisors may set a public hearing and amend Chapter 21 of the Pittsylvania County Code as proposed by these changes. P122 EXISTING PITTSYLVANIA COUNTY CODE CHAPTER 21 WATER AND SEWER Article I. Water and Sewer Authority § 21-1. Creation § 21-2. Authority; Address § 21-3. Appointment of Members; Terms of Office § 21-4. Purposes § 21-5. Projects § 21-6. Description of Jurisdictional Areas § 21-7. Estimated Capital Cost § 21-8. Connection Charges § 21-9. Service Charges § 21- 10. Account Charge § 21-1 l . Inspection Charge § 21-12. Fire Protection Service Charge § 21-13. Enforcement of Charges and Fees § 21-14. Exclusive Authority P123 Article II. Sewers and Privies § 21- 15. Requirements § 21-16. Definition § 21-17. Permit § 21-18. Health Department § 21-19. Violation § 21-20. Fine § 21-21. Smith Mountain and Leesville Dam Reservoirs Septic Tank Ordinance P124 BE IT HEREBY ORDAINED BY THE BOARD OF SUPERVISORS OF PITTSYLVANIA COUNTY, VIRGINIA, THAT THE PITTSYLVANIA COUNTY CODE OF 1975 BE AMENDED BY CHANGE OF SECTION 21-3 APPOINTMENT OF MEMBERS; TERMS OF OFFICE. The Pittsylvania County Service Authority is a legal Authority established by the incorporated political subdivision of Pittsylvania County, Virginia, wherein the Board of Supervisors shall appoint a Board of Commissioners for the Service Authority. The Board of Commissioners shall consist of seven members, one from each Election District. The Commissioner shall, serve at the pleasure of the Board of Supervisors for a term of four years on staggered terms. The successor of each Commissioner shall be appointed by the Board of Supervisors for a term of four years and serve until his successor shall be duly appointed and qualify except that persons appointed to fill a vacancy shall serve only for the unexpired term. Any member of the Authority shall be eligible for reappointment. THIS ORDINANCE WAS DULY PROPOSED AND ADOPTED AT THE REGULAR HEETING OF THE BOARD OF SUPERVISORS DECEMBER 6, 1982. P125 CHAPTER 21 Article I. Water and Sewer Authority SEC. 21-1. CREATION. In compliance with the Virginia Water and Sewer Authorities Act (Section 15.2-5100 to 15-2- 5158, Code of Virginia, 1950, as amended), the Board of Supervisors of Pittsylvania County, Virginia, pursuant to a resolution signifying its intention to create a Water and Sewer Authority, which shall be a public body politic and corporate, hereby certifies: SEC. 21-2. AUTHORITY; ADDRESS. This Authority is formed under the Virginia Water and Sewer Authority Act, its name shall be "PITTSYLVANIA COUNTY SERVICE AUTHORITY" (PCSA) and, the address of its principal office shall be Chatham, Virginia. SEC. 21-3. APPOINTMENT OF MEMBERS; TERMS OF OFFICE. The name of the incorporating, political subdivision is PITTSYLVANIA COUNTY, VIRGINIA, and the names and addresses of the first members of the Board of said Authority are, respectively, as follows, each of whom maintains a residence in Pittsylvania County, Virginia, and each of whom shall continue in office for a term expiring on the date set opposite his name and until his successor shall be duly appointed and qualify: Name Address Expiration of Term of Office E.L. Moore 2715 Westover Drive 4 Years Danville, Virginia January 8, 1977 John G. Boatwright Dans Hill 3 Years Danville, Virginia January 8, 1976 T. Ryland Dodson Ringgold, Virginia 2 Years January 8, 1975 Charles Ran Turner Blairs, Virginia 2 Years January 7, 1975 Frank W. Mobley 1858 Franklin Turnpike 1 Year Danville, Virginia January 8, 1974 P126 PITTSYLVANIA COUNTY SERVICE AUTHORITY COMMISSIONERS (Present Members) Name District Phone Number Term Bobby G. Atkinson Dan River 822-6638 1/10/09-1109/13 1012 Countryside Drive Ringgold, VA 24586 Coy E. Harville Westover 548 Riverbend Road Danville, VA 24541 William Larry Estes Tunstall 10689 Martinsville H'way Danville, VA 24541 Marshall A. Ecker Staunton River 7856 Deer View Road Gretna, VA 24557 792-1854 685-7448 335-5967 Calvin Doss Callands-Gretna 656-3206 P.O. Box 100 Gretna, VA 24557 Bobby Burnett Chatham 2252 Pleasant Gap Drive Dry Fork, VA 24549 Willie T. Fitzgerald Banister P.O. Box 871 Chatham, VA 24531 Edward F. Hodges, Jr. (Teri) Attorney Clement & Wheatley 549 Main Street P.O. Box 8200 Danville, VA 2454] 724-7262 836-1831 432-9418 793-8200 1 /04/ 10-12/3 I 3/O1 /07-2/28/l 1 2/04/09-12/31 / 1 1 t /04/ ] 0-12/31 / 14 04107/08-04/06/] 2 2/07/07 - 2/06/11 P127 The successor of each member shall be appointed by the Board of County Supervisors for a term of four (4) years and until his successor shall be duly appointed and qualify, except that an person appointed to fill a vacancy shall serve only for the unexpired term. Any member of the Authority shall be eligible for reappointment. SEC. 21-4. PURPOSES. The purposes for which said Authority is to be created are for such projects and powers as are specified and authorized by said Act, to-wit; Section ! 5.2-5100, Code of Virginia, 1950, as amended, reserving, however, the right of the Board of Supervisors of Pittsylvania County, Virginia, to designate areas within the said County of Pittsylvania to be served pursuant to any of said powers of said Authority. Further, The said Authority will become the Assignee of the County of Pittsylvania, Virginia, and take the place of the said County to and under an Agreement dated October l 1, 1972, between the City of Danville, a Municipal Corporation of the State of Virginia and the County of Pittsylvania, said Authority assuming all the terms and conditions of said Agreement. SEC. 21-5. PROJECTS. To acquire, finance, construct, operate, and maintain one or more water systems and one or more sewer systems, or any combination thereof all as described in a report entitled "Feasibility Report on Water and Sewerage Facilities for the Danville Environs of Pittsylvania County, Virginia", dated May 15, 1973, as prepared by Langley, McDonald and Overman, Consulting Engineers, copies of which are on file in the Office of the Clerk of the Circuit Court of Pittsylvania County, Virginia, the jurisdictional area. SEC. 21-6. DESCRIPTION OF JURISDICTIONAL AREA. Beginning at the intersection of the northern right-of--way line of U.S. Route 58 West the eastern right-of--way line of Virginia Route 872; running thence in a northeasterly direction in a straight line for a distance of approximately 0.85 mile to the intersection of the western right-of--way line of Virginia Route 863 and the southernmost right-of--way line of Virginia Route 878; thence running northeasterly along said right-of--way line of Virginia Route 863 approximately 1.8 miles, crossing Sandy River, to the intersection of said right-of--way with the southernmost right-of--way of Virginia Route 750; thence continuing in a northeasterly direction along the western and northern right-of--way of Virginia Route 863 a distance of approximately 3.0 miles to the intersection of the last mentioned right-of--way with the western right-of--way of Virginia Route 746; thence continuing along the western right-of--way of Virginia Route 863 in a northeasterly direction a distance of approximately 0.70 mile to the intersection of the last mentioned right-of- way and the northern right-of--way line of Virginia Route 714; thence in an easterly direction a distance of approximately 1.12 miles along the last mentioned right-of--way to its intersection with the northeastern right-of--way line of Virginia Route 41; thence running south along the last mentioned right-of--way line approximately 0.15 mile to the intersection of the said right-of--way line with the north right-of--way line of Virginia Route 719; thence continuing a distance of approximately 1.3 miles generally in the easterly direction along the last mentioned right-of--way P126 line to the intersection of the said right-of--way line with the northern right-of--way of Virginia Route 745, thence generally in a southerly and easterly direction along the northern eastern right- of-way of the last mentioned Route for a distance of approximately 2.05 miles to its intersection with the northern right-of--way line of Virginia Route 720; thence running generally in a southerly direction for approximately 0.18 miles along the last mentioned right-of--way line, crossing U.S. Route 29, to the intersection of the northern right-of-way line of Virginia Route of Virginia Route 721 with the eastern right-of--way line of Virginia Route 720; thence continuing in a easterly direction along northern right-of--way of Virginia Route 721 approximately 0.83 mile to the intersection of the last mentioned right-of--way line with the eastern right-of way of Virginia Route 719; thence running in a southeasterly direction along the last mentioned right-of- way line a distance of approximately 1.1 miles to the intersection of said right-of--way with the eastern right-of--way line of U.S. Route 360; thence running southerly along the last mentioned right-of--way line a distance of approximately 1.5 miles to the intersection of the last mentioned right-of--way line with the northern right-of--way line of Virginia Route 723; continuing generally in a southerly and easterly direction approximately 1.35 miles along the last mentioned right-of- way to its intersection with the eastern right-of--way line of Virginia Route 729; thence continuing southerly along the last mentioned right-of--way line approximately 3.1 miles to the intersection of same right-of--way line with the southern right-of--way line of U. S. Route 58 East; thence in a southerly direction along a straight line for a distance of approximately 2.7 miles to the intersection of the centerline of the Dan River with the southern boundary of Pittsylvania County, said boundary being the common boundary between the State of North Carolina and the Commonwealth of Virginia; thence along aforesaid boundary in a westerly direction a distance of approximately 9.7 miles to the intersection of same boundary with the east bank of the Dan River; thence running northerly in a straight line approximately 4.5 miles to the place of beginning, with portions of the area herein before described being located in the Tunstall, Westover, Blairs and Dan River Magisterial Districts of Pittsylvania County, Virginia. The initial construction projects generally consisting of the areas of Westover Hills, Mount Hermon, Glenwood and South Danville, all of which are more fully described in the hereinbefore mentioned Engineering Report. SEC. 21-7. ESTIMATED CAPITAL COST. The preliminary estimated capital cost of said projects is $9,504,440 doSlars. The cost breakdown is as follows: Water Facilities Improvements: Estimated Construction Costs Estimated Incidental Costs Total Estimated Project Cost $2,083,800 866,200 2 950 000 Sanitary Sewer Facilities Improvements: Estimated Construction Costs $4,632,400 Estimated incidental Costs 1,917,600 P129 Total Estimated Project Cost TOTAL ESTIMATED COST OF WATER AND SEWAGE PROJECTS: 6 550 000 $9,500,000 A full description of estimated costs is provided in Table No. 5 of the aforementioned Engineering Report. The initial rates estimated by the aforesaid responsible engineers for services for the proposed projects are as follow: 5EC. 21-8. CONNECTION CHARGES. Water Service Connection Charge: The water service connection charge shall be four hundred ($400) dollars for each residence or equivalent residential unit and for each small residential unit and for each small business with an average water consumption equivalent to that of a single residence. For industrial or commercial establishments or others with large water consumption demands the connection charge shall be based upon estimated water consumptions required to meet both domestic and fire demands and negotiated accordingly. Sewer Service Connection Charge: The sewer service charge shall be eight hundred ($800) dollars for each residence or equivalent residential unit and for each small business with the average sewage discharge equivalent to that of a single residence. For industrial or commercial establishments or others with larger sewage discharges and service demands, the connection charges shall be based upon estimated water consumptions and/or sewage discharges required to meet both domestic and other demands and negotiated accordingly. SEC. 21-9. SERVICE CHARGES. Water Service Charge: The. Minimum monthly water service charge shall be six dollars and fifty cents ($6.50) per residence or equivalent for the first six thousand (b,000) gallons of water consumed per month and one ($1.00) dollar per one thousand (1,000) gallons thereafter. Industrial and commercial water service charges shall be based upon the actual water consumption and upon a rate of one ($1.00) dollar per one thousand (1,000) gallons with a minimum monthly availability charge being applied in accordance with the service requirements of each connection. 2. Sewer Service Charge: The minimum monthly sewer service charge shall be eight dollars and fifty cents ($8.50) per residence or equivalent. Industrial and commercial service charges shall be based upon the actual water consumption and upon a rate of one dollar P130 and forty cents ($1.40) per one thousand (1,000) gallons with a minimum monthly availability charge being applied in accordance with the service requirements of each connection. Premises not discharging the entire volume of water consumed in the sewers will be allowed a reduction in charge, provided the customer installs, at his expense, a meter or meters, or other positive means of measurement, satisfactory to the Authority, of the volume either discharged to not discharged into the sewers. Customers using private water--supplies may be required to install, at their own expense, a meter or other device for determining the volume of sewage discharged into the sewers. Billing; Bills for both water and sewerage service shall be rendered monthly to each of the respective customers. SEC. 21-10. ACCOUNT CHARGE. An account charge in the amount of five ($5.00) dollars for each new water and/or sewer service connection and for each transfer of service shall be assess against the owner. The purpose of this charge is to defray the cost incurred in clerical and bookkeeping activities, the turning on of service and meter reading required by each new service or transfer of service. SEC. 21-11. INSPECTION CHARGE. An inspection charge in the amount of ten ($10.00) dollars shall be assessed against the owner for each water and/or sewer service connection is made to the Authority's water and/or sewerage systems, respectively. SEC. 2-12. FIREPROTECTION, SERVICE CHARGE. A fire protection service charge shall be assessed against the political subdivision in which the Authority's water system is constructed. Its purpose is to defray some of the cost of installing water mains, reservoirs and fire hydrants of sufficient size to provide fire protection service within the project service areas and to all properties adjacent to the system. The annual service charge shall be computed on the basis of two hundred ($200) dollars per fire hydrant. Bills for the fire protection service shall be rendered annually at the beginning of each fiscal year to the respective political subdivision and its governing body. SEC. 21-13. ENFORCEMENT OF CHARGES AND FEES. The owners of all houses, buildings or properties used for human occupancy, employment, recreation, or other purposes, presently existing or constructed subsequent to the installation of the hereinbefore described water and sewerage systems and situated within the project areas of the Authority and a butting on any street, alley, right-of--way or easement in which there is located a public sanitary sewer and/or water main at a distance not greater than two hundred (200) feet from such houses, buildings or properties, shall be required to install suitable toilet and other disposable liquid waste facilities therein and to connect such facilities directly with the public sewer and water main. P131 No public water main or sanitary sewer line or systems shall be constructed along any street in the Service Area until at least fifty one (51) percent of the property owners fronting the street, road or highway shall have agreed to or petitioned the Pittsylvania County Service Authority for such water or sewer service. Where such construction is agreed to or petitioned for by the property owners, the feasibility and advisability to construct such water or sewer lines or systems shall be determined by the Pittsylvania County Service Authority. If connection is not made to the systems upon the completion of the particular system, the owner, occupant, or tenant shall have thirty (30) days to connect to the system. In the event the connection is not made at the expiration of such thirty (30)-day period the connection fee is then due and payable to the Authority the same as if the connection had been made. A service charge applicable to the property, as if the connection had been made, shall begin to accrue as of the expiration of such thirty day period and shall be payable to the same as if such connection had been made as of that date. The above stated rates and charges shall be subject to increase or other adjustment to the extent found necessary. SEC. 21-13.1 UNLAWFUL AND ILLEGAL USE OF FIRE HYDRANTS AND PENALTY FEES. A. Any person who (i) tampers with any metering device to the facilities owned by the Pittsylvania County Service Authority (PCSA) or as set forth in Section 18.2-162, of the Code of Virginia, 1950, as amended or otherwise intentionally prevents such a metering device from properly registering the degree, amount or quantity of service supplied, or (ii) diverts such service, not owned or controlled by any such company shall be guilt of a Class 1 misdemeanor. B. Any person who willfully and maliciously (i) diverts any public wastewater or sewer line or (ii) diverts or wastes any public water supply by tampering with any fire hydrant shall be guilty of a Class 2 misdemeanor. C. The court may order restitution for the value of the services unlawfully used and for all costs. Such costs shall be limited to actual expenses, including the base wages of employees acting as witnesses for Pittsylvania County, and suit cost, and the amount shall not exceed $250.00, excluding the value of the service. D. Any person who shall intentionally destroy or damage any facility of the PCSA or as identified in Section 18.2-162 of the Code of Virginia, 1950, as amended which is used to furnish water service to the public, shall be guilty of a Class 4 felony, provided that in the event the destruction or damage may be remedied or repaired for $200.00 or less such act less such act shall constitute a Class 3 misdemeanor. (B.S.M. 5-17-10) P132 SEC. 21-14. EXCLUSIVE AUTHORITY. No other Authority has been created under the provisions said Act serving the whole or part of the same area for the same purposes, and none of the powers granted by said Act shall be exercised by the Authority in construction, improvement, maintenance, extension of operation of any project or projects which in whole or in part shall duplicate or compete with existing utilities, public or private, serving substantially the same purposes. (B.S.M. 2-5-73, amended 9-4-73, 2-4-74) Article II. Sewer and Privies SEC. 21-15. REQUIREMENT. It shall be unlawful for the owner of any house used as a human habitation, any warehouse, any public building, or other place where human beings congregate or any employed in the County the County of Pittsylvania to occupy or to rent or lease the same for occupancy by any person, or firm or corporation, or to permit the same to be occupied by any person, firm, or corporation, or any person, firm, or corporation to occupy the same unless and until the said house or buildings shall have been supplied or equipped with a sanitary closet or privy of such construction as will comply with the requirements hereinafter set forth. SEC. 21-16. DEFINITION. That for the purposes of this ordinance "a sanitary closet or privy" shall be deemed to be either: a) A properly installed flush toilet connected to an approved public or private sewer. b) A properly installed pit privy or concrete or double wood slab construction. c) A properly installed flush toilet connected to a properly installed septic tank of adequate capacity with adequate subsurface drainage system for the disposal of effluent. The terms "properly constructed and approved" as used in this ordinance shall be construed to mean "in accordance with the specifications of the State Department of Health providing arrangements for the disposal of wastes or excrements. SEC. 21-17. PERMIT. It shall be unlawful for anyone to install a septic tank in Pittsylvania County without first obtaining permit from the County Health Officer, or his representative. No such permit shall be issued unless an inexpensive, detailed sketch, in duplicate, on a 5 by 4 inch card, showing the P133 exact location of such tank and its relation issued relation to wells and lot boundaries and existing or projecting the Health Officer or buildings, is submitted to and approved by Officer, or his authorized representative. The Health Officer of his representative shall decide the capacity of septic tank and number of feet of sub-soil to be used. The minimum capacities shall be as follows: Table No. 1 Gallons Capaci Number of persons 1-5 Inclusive 450 5-9 Inclusive 720 10-14 Inclusive 1000 15-20 Inclusive 1480 The amount of subsurface drainage to be used shall be determined by the Health Officer or his representative at the time the permit is granted. In no case shall a fewer number of feet of drainage the be used then that specified by the Health Officer or his representative. The kind and amount of absorption material shall conform with the regulations of the Health Department and in each instance shall be determined by the Health Officer or his representative. SEC. 21-18. HEALTH DEPARTMENT. Septic tanks shall be installed under the supervision of the Health Department. They shall be inspected by a representative, of Heath Department, and approved before they are permitted to be the covered. SEC. 21-19. VIOLATION. It shall be unlawful for any person, firm or corporation to neglect, fail or refuse to comply with the provisions of this ordinance. SEC. 21-20. FINE. Any person, firm or corporation who violates any of the provisions or the regulations, issued under it by the County Health Department shall be fined the sum of not exceeding twenty-five ($25.00) dollars and each week of failure or refusal to comply with the provisions shall be deemed a separate offense and he shall be fined an additional sum of five dollars ($5.00) for each week of failure or refusal to comply with the provisions of this ordinance, or the regulations issued under it by the County Health Department. (B.S.M. 8-3-36) P134 SEC. 21-21. SMITH MOUNTAIN AND LEESVILLE DAM RESERIOIRS SEPTIC TANK ORDINANCE. That all septic tank systems be placed at a minimum distance of fifty (50) feet from the high water level of the Smith Mountain and Leesville Dam Reservoirs to the nearest point in the septic tank system. This ordinance to be titled Smith Mountain and Leesville Dam Reservoirs Septic Tank Ordinance. (B.S.M. 6-3-64) P135 PROPOSED PITTSYLVANIA COUNTY CODE CHAPTER 21 WATER AND SEWER Article I. Water and Sewer Authority § 21-1. Creation § 21-2. Authority; Address § 21-3. Appointment of Members; Terms of Office § 21-4. Purposes § 21-5. Projects § 21-6. Description of Jurisdictional Areas § 21-7. Rates, Charges, Assessments, and Fees; Billing; Publication § 21-8. Enforcement of Rates, Charges, and Fees § 21-9. Exclusive Authority SEC. 21-1. CREATION. In compliance with the Virginia Water and Sewer Authorities Act (Sections 15.2-5100 to 15-2- 5158, Code of Virginia, 1950, as amended) (the "Act"), the Board of Supervisors of Pittsylvania County, Virginia (the "Board of Supervisors"), pursuant to a resolution signifying its intention to create a Water and Sewer Authority, which shall be a separate public political body and corporation, hereby certifies: SEC 21-2 AUTHORITY; ADDRESS. This Authority is formed under the Act, its name shall be the PITTSYLVANIA COUNTY SERVICE AUTHORITY ("Authority" and/or "PCSA"), and the address of its principal office shall be Chatham, Virginia. SECTION 21-3. APPOINTMENT OF MEMBERS• TERMS OF OFFICE. The PCSA is a legal Authority established by the incorporated political subdivision of Pittsylvania County, Virginia (the "County"), wherein the Board of Supervisors shall appoint a Board of Commissioners for the PCSA. The Board of Commissioners shall consist of seven (7) members, one (1) from each Election District, each of whom shall be a resident of the County at time of appointment, and shall maintain said residence for the dwation of his/her term on the PCSA. The PCSA Commissioners shall serve at the pleaswe of the Board of Supervisors for a term of fow (4) years on staggered terms. The successor of each PCSA Commissioner shall be appointed by the Board of Supervisors for a term of four (4) years and serve until his/her successor shall be duly appointed and qualify except that persons appointed to fill a vacancy shall serve only for the unexpired term. Any member of the Authority shall be eligible for reappointment. P136 SEC. 21-4. PURPOSES. The purposes for which the Authority is to be created are for such projects and powers as are specified and authorized by the Act, to-wit; Section 15.2-5100, Code of Virginia, 1950, as amended, reserving however, the right of the Board of Supervisors to designate areas within the County to be served pursuant to any of the powers of the Authority. Further, the Authority will became the Assignee of the County, and take the place of the said County to and under an Agreement dated October 11, 1972, between the City of Danville, a Municipal Corporation of the State of Virginia, and the County; said Authority assuming all the terms and conditions of the Agreement. SEC. 21-5. PROJECTS. To acquire, finance, construct, operate, and maintain one (1) or more water systems and one (1) or more sewer systems, or any combination thereof. SEC. 21-6. DESCRIPTION OF JURISDICTIONAL AREA. The PCSA's jurisdiction area shall be determined by the Board of Supervisors. A map and description of the jurisdictional area shall be maintained at the PCSA's principal office, and available for public inspection during normal business days and hours. Said jurisdictional area may be altered by written mutual agreement between the Board of Supervisors and PCSA. Authority work or projects done or contained in areas not listed on, or found in, the PCSA's jurisdictional area shall not render said work or projects unauthorized, void, or unenforceable by the Authority and/or the Board of Supervisors. Any requests for water or sewer services outside PCSA. SEC 21-7 RATES, CHARGES, ASESSMENTS, AND FEES; BILLING; PUBLICATION. A. Rates Chaz~es Assessments, and Fees: Pursuant to authority contained in Sections 15.2- 5114(10) and 15.2-5136 of Virginia Code, 1950, as amended, the PCSA shall fix, assess, charge, and collect just and equitable rates, chazges, assessments, and other fees, including, but not limited to: water service connection charges, sewer service connection charges, water service charges, sewer service charges, account charges, delinquent account charges, and inspection/reinspection charges. The above-stated rates, charges, assessments, and other fees shall be subject to periodic increase or other change, adjustment, or revision from time-to-time as determined by the PCSA, at any regularly scheduled PCSA meeting. Such rates, charges, assessments, and other fees shall be reviewed by the Authority periodically and shall be adjusted, if necessary, to assure that they continue to be fair and reasonable. B. Fire Protection Service Charge: Afire protection service charge shall be assessed against the political subdivision in which the Authority's water system is constructed. Its purpose is to defray some of the cost of installing water mains, reservoirs, and fire hydrants of sufficient size P137 to provide fire protection service within the project service areas and to all properties adjacent to the system. The annual service charge shall be computed on the basis of two hundred dollars ($200~per fire hydrant. Bills for the fire protection service shall be rendered annually, at the beginning of each fiscal year, to the respective political subdivision and its governing body. C. Billin :Bills for the aforementioned rates, fees, and charges shall be rendered as determined by the PCSA. D. Publication: n}~ proposed change in the schedule of the aforementioned rates, fees, and charges by the PCSA shall be published in a newspaper having general circulation in the County in accordance with the requirements set forth in the Code of Virginia, 1950, as amended. SEC 21-8 ENFORCEMENT OF RATES, CHARGES, AND FEES. The owners of all houses, buildings, or properties used for human occupancy, employment, recreation, or other purposes, presently existing or constructed subsequent to the installation of the heretofore described water and sewerage systems and situated within the project areas of the Authority and a butting on any street, alley, right-of--way, public right-of--way, or easement in which there is located a public sanitary sewer and/or water main at a distance not greater than two hundred (200) feet from such houses, buildings, or properties, shall be required to install suitable toilet and other disposable liquid waste facilities therein and to connect such facilities directly with the public sewer and water main. All such connections shall be made in accordance with rules and regulations adopted by the Authority, which may provide for a reasonable charge for making such connections. No public water main or sanitary sewer line or systems shall be constructed along any street in the Service Area until at least fifty-one (51) percent of the property owners fronting the street, road, or highway shall have agreed to or petitioned the PCSA for such water or sewer service. Where such construction is agreed to or petitioned for by the property owners, the feasibility and advisability to construct such water or sewer lines or systems shall be determined by the PCSA. If connection is not made to the systems upon the completion of the particular system, the owner, occupant, or tenant shall have thirty (30) days to connect to the system. In the event the connection is not made at the expiration of such thirty (30) day period, the connection fee is then due and payable to the Authority the same as if the connection had been made. A service charge applicable to the property, as if the connection had been made, shall begin to accrue as of the expiration of such thirty (30) day period and shall be payable to the same as if such connection had been made as of that date. Notwithstanding any other provision of this chapter, those persons having a domestic supply or source of potable water shall not be required to discontinue the use of such water. However, persons not served by a water supply system, as defined by § 15.2-2149 of the Virginia Code, 1950, as amended, producing potable water meeting the standards established by the Virginia Department of Health may be required to pay a connection fee, a front footage fee, and a monthly nonuser service charge, which charge shall not be more than that proportion of the P138 minimum monthly user charge, imposed by the Authority, as debt service bears to the total operating and debt service costs, or any combination of such fees and charges. Notwithstanding any other provision of this chapter, those persons having a private septic system or domestic sewage system meeting applicable standards established by the Virginia Department of Health shall not be required under this chapter to discontinue the use of such system. However, such persons may be required to pay a connection fee, a front footage fee, and a monthly nonuser service charge, which charge shall not be more than that proportion of the minimum monthly user charge, imposed by the Authority, as debt service bears to the total operating and debt service costs, or any combination of such fees and charges. Persons who have obtained exemption from or deferral of taxation pursuant to an ordinance authorized by ~ 58.1-3210 of Virginia Code, 1950, as amended, may be exempted or deferred by the authority from paying any charges and fees authorized herein, to the same extent as the exemption from or deferral of taxation pursuant to such ordinance. SEC. 21-9. UNLAWFUL AND ILLEGAL USE OF FIRE HYDRANTS AND PENALTY FEES. A. Any person who (i) tampers with any metering device to the facilities owned by the PCSA or as set forth in Section 18.2-162, of the Code of Virginia, 1950, as amended, or otherwise intentionally prevents such a metering device from properly registering the degree, amount, or quantity of service supplied, or (ii) diverts such service, not owned or controlled by any such company, shall be guilt of a Class 1 misdemeanor. B. Any person who willfully and maliciously (i) diverts any public wastewater or sewer line, or (ii) diverts or wastes any public water supply by tampering with any fire hydrant shall be guilty of a Class 2 misdemeanor. C. The court may order restitution for the value of the services unlawfully used and for all costs. Such costs shall be limited to actual expenses, including the base wages of employees acting as witnesses for the County, and suit cost, and the amount shall not exceed $250.00, excluding the value of the service. D. Any person who shall intentionally destroy or damage any facility of the PCSA or as identified in Section 18.2-162 of the Code of Virginia, 1950, as amended, which is used to furnish water service to the public, shall be guilty of a Class 4 felony, provided that in the event the destruction or damage may be remedied or repaired for $200.00 or less, such act shall constitute a Class 3 misdemeanor. (B.S.M. 8-17-10) SEC. 21-10. EXCLUSIVE AUTHORITY. No other Authority has been created under the provisions of the Act serving the whole or part of the same area for the same purposes, and none of the powers granted by said Act shall be exercised by the Authority in construction, improvement, maintenance, extension of operation of any project or projects, which in whole or in part, shall duplicate or compete with existing P139 utilities, public or private, serving substantially the same purposes. (B.S.M. 2-5-73, amended 9- 4-73,2-4-74) P140 PITTSYLVANIA COUNTY Board of Supervisors EXECUTIVE SUMMARY AGENDA TITLE: AGENDA DATE: Lease Agreement - Mt. Hermon Precinct OS-17-2011 SUBJECT/PROPOSAL/REOUEST: Lease Agreement for Mt. Hermon Precinct ACTION: Yes ITEM NUMBER: 18 INFORMATION: STAFF CONTACT(S): William D. Sleeper CONSENT AGENllA: ACTION: INFORMATION: ATTACHMENTS: No REVIEWED BY: BACKGROUND: Mt. Hermon Precinct of the Westover Election District in Pittsylvania County, Virginia has utilized Modern Woodmen of America's Insurance Building for a number of years. This facility is very small, has limited parking and difficulty with handicapped access. The Honorable Coy E. Harville, working with the owners of the Mt. Hermon Courtyard, has proposed a new lease agreement for moving the Mt. Hermon polling place into the Mt. Hermon Courtyard facility. RECOMMENDATION: Staff recommends the Board of Supervisors authorize the County Administrator and County Attorney to draft a lease agreement with Mr. Hermon Courtyard for the use of that facility as a polling place in the Westover Election District, for an amount of $150.00 per day each year as use for a polling place, and that the County pay $100.00 per day if second election is necessary within the same year for special elections or primaries. P141 PITTSYLVANIA COUNTY Board of Supervisors EXECUTIVE SUMMARY AGENDA TITLE: Additional Appropriation for Central Accounting - Requires a motion and a 10-day layover SUBJECT/PROPOSAL/REOUEST: Additional appropriation required to insure a positive year-end balance STAFF CONTACT(S): AGENDA DATE: 5-17-11 ACTION: CONSENT AGENDA: ACTION: Yes ITEM NUMBER: 19 INFORMATION: INFORMATION: ATTACHMENTS: No REVIEWED BY: BACKGROUND: During the budget process, departments were asked to cut requests by 2%. The Central Accounting Department complied with the Board's request, hoping that budgeted expenditures would cover any unanticipated expenditures. This budget year has been filled with unanticipated expenditures that could not have been foreseen during the budget process. Several areas that have created a deficit for the Finance Department have been that of increased unemployment cost, increased postage expense, increased software support, increased telephone cost and increased printing cost. It is because of these increased costs that Central Accounting is in need of an additional appropriation of $8,000 to end FY2010-2011 as outlined below: 100-4-012430-6001 Office Supplies 2,000 100-4-012430-5210 Postage 500 100-4-012430-3320 Svc Contracts 3,101 100-4-012430-2600 Unemployment Ins 313 100-4-012430-5500 Travel 45 100-4-012430-3500 Printing 1,550 100-4-012430-5230 Telephone 491 TOTAL $ 5,000 RECOMMENDATION: Staff recommends the Board of Supervisors consider an appropriation of $8,000 to Central Accounting to insure a positive year-end balance. REQUIRES A MOTION AND A 10-DAY LAYOVER P142 PITTSYLVANIA COUNTY Board of Supervisors EXECUTIVE SUMMARY AGENDA TITLE: Change Orders #5 & #6-Olde Dominion Agriculture Complex (ODAC) Water & Sanitary Sewer AGENDA DATE: OS-17-2011 ACTION: Yes ITEM NUMBER: SUBJECT/PROPOSAL/REOUEST: Change Order for Water & Sanitary Sewer-ODAC STAFF CONTACT(S): William D. Sleeper 20 INFORMATION: CONSENT AGENDA: ACTION: INFORMATION: ATTACHMENTS: Yes REVIEWED BY: BACKGROUND: The Board of Supervisors made an application to the Virginia Tobacco Commission for funding for the Olde Dominion Agricultural Complex (ODAC) water and sanitary sewer. It was approved Apri123, 2009 for the amount of $900,000.00 of Tobacco Funds and matching funds from Pittsylvania County in the amount of $100,000.00, totaling a $lmillion project. As this project has stumbled through obstacle after obstacle for the past two years, a number of items have changed. The County's Board of Supervisors agreed to upfront the necessary money to build a required booster station in the Town of Chatham and turn it and the service area over to the Town of Chatham by agreement dated November 1, 2010. DISCUSSION: Attached hereto are the last items required to complete that project. These are Change Order #5 and #6 to Steve Martin Trenching, Inc. for the new booster station within the Town of Chatham. This total is amending this contract by $84,989.98 for Change Order #5 and reducing the total by $67,317.32 in Change Order #6. The new construction total is $933,327.16. RECOMMENDATION: Staff recommends the Board of Supervisors approve these change orders in the total amount of $17,672.66 and authorize the County Administrator to sign all necessary documentation to modify this contract for completion. P143 Change Order# Project Owner Change Order Date Project # n/a ro: contraaor Steve Martin's Trenching, Inc. Contract Date June 17, 2010 You are d/rected to make the changes noted below In the above contract: owner Pittsylvania County, Virginia ey Date Genera! Descrlptlon: The original design of the Water Booster Pump Station for the construction drawings entitled Olde Dominion Agricultural Center Water and Sewer Extension, dated April, 2010, has been revised due to the relocation from the Medical Center Tank on Route 29, to the Town of Chatham, VA to aid in the low pressure issues in the Town. Addendum #1 dated May 28, 2010 and Addendum #2 dated June 2, 2010 will be superseded by the construction drawings dated April, 2010 with latest revised date of April 14, 2011, and Project Manual dated May, 2010 with latest revised date of April 14, 2011. 1TEM DESCRIPTION OF WORK QUANITY UNIT COST UNIT DECREASE in Contract Price INCREASE in Contract Price 1 Water Booster Pum Station from Ori in 1 $300,000.00 LS $300,000.00 2 Revised Water Booster Pum Station $384,989.98 Pre-manufactured Pum Skid 1 $74,571.35 LS Pre-cast buildin 1 $24,500.00 LS Electrical 1 $47,521.00 LS RPZ Valve and Enclosure 1 $27,000.00 LS 8" GV 1 $1,300.00 LS 8" Connection to Main Street 1 $22,000.00 LS Pum Station Site Work and Pavin 1 $6,500.00 LS Pum Station Materials 1 $56,283.25 LS U rade to DI i in in station 1 $1,750.00 LS PRVs 1 $22,000.00 EA Connection at Medical Center Tank 1 $7,500.00 LS 1" PRV in Box 1 $800.00 LS 2" PRV in Box 1 $1,500.00 LS Profit and Ovefiead 1 $91,764.38 LS Totals » $84,989.98 Net Chenge fn Contract Price» $84,989.98 Owner requested revisions to relocate the water booster station to aid in the low pressure issues in the Town of Chatham. The changes riesult !n the following ad/ustment of contract price and time: Contract price prior to this Change Order $915,654.50 Net INCREASE resulting from this Change Order $84,989.98 Current contract price including this Change Order 57,000,644.48 Contract time prior to this Change Order 150 Calendar Days Net_Increase Decrease resulting from this Change Order Ca/endarDays Current contract time including this Change Order 150 Calendar Days The above changes are approved: Engineer Reynolds-Clark Development, Inc. sy contraaor Steve Martin's Trenchin Inc. ey Dare Dare P144 Chanae Order Change Order # 6 Proiecr Olde Dominion Agricukural Center Water and Sewer Extension owner Pittsylvania County, Virginia Date _ Pro/ect tl Na ro Contractor Steve Martin's Trenching, Inc. Contract Dare June 17, 2010 You are directed to make the changes noted below in the above contract: owner Pittsylvania County, Virginia By Date General Description: ITEM DESCRIPTION OF WORK QUANITY UNIT COST UNIT DECREASE in Contract Price INCREASE in Contract Pnce 1 Connection at Start 1 $2,000.00 LS $2,000.00 3 4" DlP 818 $13.24 LF $10,830.32 4 12" DIP 800 $23.82 LF $19,056.00 4 12" GV 1 $2,100.00 LF $2,100.00 8 24in steel casin bore ~ ack 17 $150.00 LF $2,550.00 9 12in steel casin bore 8, ~ack 22 $140.00 LF $3,080.00 10 bin steel casin bore 8 ack 113 $75.00 LF $8,475.00 15 4in forcemain 304 $14.00 LF $4,256.00 17 16in steel casin bore & ack 131 $120.00 LF $15,720.00 18 12in steel casin bore & ack 2 $120.00 LF $240.00 19 drivewa re air/removal- ravel 1 $100.00 LS $100.00 20 drivewa re air/removal-as halt 5 $1,000.00 LS $5,000.00 21 drivewa bore-waterline 3 $1,500.00 EA $4,500.00 22 drivewa bore-sewer line 3 $1,500.00 EA $4,500.00 23 short side service connection-sin le 3 $750.00 EA $2,250.00 24 Ion side connection-sin le 1 $3,000.00 EA $3,000.00 27 additional crushed stone beddin 300 $25.00 EA $7,500.00 29 soil stabilization mattin VDOT EC-2 300 $3.00 LF $900.00 30 silt fence 1000 $2.50 LF $2,500.00 C07 Re lace Pi eat church 1 $1,500.00 LS $1,500.00 $83,687.32 $16,370.00 Totals » -$67,317.32 Net Change in Contract Price » -567,317.32 Justincatron: Suggested by Contractor and approved by Engineer. The changes result in the following adjustment of contract price and time: Contract price prior to this Change Order _$1,000,644.48 Net resulting from this Change Order _ _ 0,67.317 32; Current contract price including this Change Order 5933,327.16 Contract time prior to this Change Order 150 CarcndarDays Net _Increase -Decrease resulting from this Change Order calendar Days Current contract time including this Change Order 150 CakndarDays The above changes are approved: En>~neer Reynolds-Clark Development, InC. Contractor Steve Martin's Trenching, Inc. ay sy Date Date P145 PITTSYLVANIA COUNTY Board of Supervisors EXECUTIVE SUMMARY AGENDA TITLE: AGENDA DATE: Supplement -Water & Sanitary Sewer Project- Olde Dominion Agricultural Complex (ODAC) OS-17-2011 SUBJECT/PROPOSAL/REQUEST: ACTION: Supplement funding -Water & Sewer Project (ODAC) Yes STAFF CONTACTfS): William D. Sleeper CONSENT AGENDA: ACTION: ATTACHMENTS: Yes ITEM NUMBER: 21 INFORMATION: INFORMATION: BACKGROUND: The Board of Supervisors applied for a Tobacco Commission grant in the amount of $900,000.00 to assist the County in putting water & sanitary sewer to the Olde Dominion Agricultural Complex on RT 29. Over the past two years, there have been several other changes to that contract requiring the Board of Supervisors to make an agreement with the Town of Chatham to change the service area and to take over the operation of the booster station required in the northern part of town in order to approve this project out on RT 29. DISCUSSION: In accordance with the previous Change Orders #5 & #6 to Steve Martin Trenching, Inc. the actual construction in this project has increased to $933,874.98. Attached hereto as Exhibit A is the original letter from Reynolds-Clark Development, Inc. estimating $33,000.00 of additional engineering and $58,080.00 as additional costs for construction. With the change orders listed above for $89,989.98 and a current change reduction of $66,769.50 plus engineering for $45,682.00, the actual increase is more than the original estimates due to significant changes. The Board of Supervisors has a lease purchase agreement through the Town of Chatham for an estimated $94,000.00. I am requesting the Board of Supervisors to appropriate $94,000.00 from unappropriated surplus to complete this project. RECOMMENDATION: Staff recommends the Boazd of Supervisors appropriate $94,000.00 from unappropriated surplus to the Olde Dominion Agricultural Complex Water & Sanitary Sewer Project. This motion requires a 10-day layover. P146 Exhibit "A" R~ynulds Clark July 7, 2010 Mr. Joe Rogers, Town Councilman Town of Chatham 16 Court Place PO Box 370 1 Chatham, VA 24531 Re: Olde Dominion Ag. Center Booster Pump Station Dear Mr. Rogers: As discussed in our meeting on June 24, 2010, we have evaluated the cost difference of moving the proposed water booster pump station from the proposed location of the Chatham Medical Center to an area in the Town of Chatham. This will increase the service area, provide more pressure in the northern part of the Town and take the Medical Center tank out of service. The following table shows the approximate cost differences between the systems: A roximate Cost Com arison* Existin Desi n Medical Center Pro a Pro osed Desi n Communi Action Pro e Items that can be deleted Price Item Price 3-Phase Power Unknown at 3-Phase Power - $ 0 this time already at Community Action Site 860 LF of 4" & 12" Pie $ 29,920 RPZ Medical Center $ 20,000 2 domestic pumps - 10 hp $ 15,000 3 domestic pumps - SO hp $ 45,000 each each 1 fire um - 40 h $ 15,000 I fire um - 100 h $ 30,000 Hydro pneumatic Tank - 422 $ 7,000 Hydro pneumatic Tank $ 30,000 gallons + 2000 gallons w/ air com ressor Engineering -Complete $ 0 Additional Engineering & $30,000 Modeling, Construction Admin. a roximate Surveying -Complete $ 0 Additional Surveying $ 3,000 a roximate Land Cost - no acquisition $ 0 Land Cost -purchase or Unknown at re uired easement for booster station this time TOTAL = $ 66,920 TOTAL = $ 158,000 Difference = $158,000 - $66 920 = $91,080 112 South Main Street PO BOX 556 Gretna, VA 24557 434.656.8961 p 434.656.8995 f www.reynoidsdark.com ;; P147 Chatham Annual interest rate: Term (Years): Yearly Pay Periods: Due date of First payment: Entered payment: Calculated payment: Use payment of: 1st payment in table: Table Calculatlcn settln Amortization Table starts at date. T/18011 or at payment number: 1 The table uses the calculated periodic payment amount, unless you enter a value for "Entered payment." Beginning balance at payment 1: Cumulative interest prior to payment 1: !~ ~ ~~~~~ l/tlhrtMt ~ ~IOr ~ ~~ 1 7!12011 94,000.00 2,350.00 8,390.32 85 609.68 2,350.00 2 7112012 85,609.68 2,140.24 8,600.08 77,009.59 4,490.24 3 7!112013 77,009.59 1,925.24 8,815.08 68,194.51 6,415.48 a 7112014 68,194.51 1704.86 9,035.x6 59,159.05 8,120.34 5 7112015 59,159.05 1,478.98 9,261.35 49,897.70 9,599.32 6 7/1/2016 49,897.70 1,247.44 9,492.88 40 404,82 10,846.76 7 7112017 40,404.82 1,010.12 9,730.20 30,674.62 11,856.88 8 7112018 30,674.62 766.87 9,973.46 20,701.16 12,623.75 9 7/18019 20,701.16 517.53 10,222.79 10 478.36 13,141.28 10 7/1!2020 10,478.36 261.96 10,478.36 0.00 13,403.24 Page 1 P148 PITTSYLVANIA COUNTY Board of Supervisors EXECUTIVE SUMMARY AGENDA TITLE: AGENDA DATE: Appropriation -Board of Supervisors OS- l 7-2011 SUBJECT/PROPOSAL/RE UEST: Current Budget Line Items ACTION: Yes STAFF CONTACT(S): William D. Sleeper CONSENT AGENDA: ACTION: ATTACHMENTS: Yes ITEM NUMBER: 22 INFORMATION: INFORMATION: The Board of Supervisors has requested the County Administrator to cut all line item budgets in various departments and if those departments run out of money they are to come back to the Board of Supervisors to ask for supplemental appropriations. DISCUSSION: Attached hereto is a breakdown of the budget for the Pittsylvania County Board of Supervisors. As you can see, Gentlemen, with the required encumbrances which are purchase orders that are out for this money, plus $8,000.00 for the payments necessary for the MPO Study for the remainder of this year, totals $ 16,671.98. This means the Board of Supervisors has a balance of $11,656.34 remaining for the months of May and June. The Board's average expenditures per month is $10,010.00. The Board may not have to take action this month, but depending on the billing of the MPO, and the final payments necessary for re-districting, the Board may run out of money before June 30`~ and may have to appropriate money the first meeting in June. RECOMMENDATION: Staff recommends the Board of Supervisors pay close attention to the expenditures identified above and be prepared to transfer funds by June 30`}' to ensure the Board of Supervisors overall budget does not go in the red. P149 NCOME.STATEMENT ACCOUNT NUMBER PITTSYLVANIA COUNTY Income Statement Report dates 07/01/2010 - thru - 04/30/2011 DESCRIPTION Total Revenue 100-4-011010-101100 COMPENSATION-BOARD MEMBERS 100-4-011010-210000 FICA 100-4-011010-230000 BCBS-CO. SHARE 100-4-011010-230100 DENTAL 100-4-011010-315000 LEGAL SERVICES 100-4-011010-332000 SVC CONTRACT-OFF EoU1PMENT 100-4-011010-360000 ADVERTISING 100-4-011010-521000 POSTAGE 100-4-011010-523000 TELEPHONE 100-4-011010-530700 PUBLIC OFFICIALS L[AB. INS 100-4-011010-550000 TRAVEL 100-4-011010-554000 TRAINING AND EDUCATION 100-4-011010-565900 MPO-TRANSPORTATION STUDY 100-4-011010-565910 REDISTRICTING COSTS 100-4-011010-566000 GYPSY MOTH COORO[NATOR 100-4-011010-566100 DUES-VACO & NACO ASSOC 100-4-011010-580000 MISCELLANEOUS 100-4-011010-581000 DUES 8 MEMBERSHIP 100-4-011010-584000 AWARDS AND CERTIFICATES 100-4-011010-600100 OFFICE SUPPLIES 100-4-011010-600300 FURNITURE 8 FIXTURES 09:18:15 05 MAY 2011 Page 6 ACTUAL ACTUAL CURRENT Y-T-D ENCUMBRANCE APPROPRIATION BUDGET -2294128.81 -31428978.92 0.00 3550.00 35500.00 0.00 195.39 1958.06 0.00 836.60 8216.76 0.00 12.00 120.00 0.00 0.00 44.67 0.00 0.00 145.00 0.00 0.00 7256.25 2151.98 o.oo o.oo o.oo 708.50 5187.42 0.00 0.00 2079.00 0.00 327.07 8735.89 ,~p 0.00 0.00 1135.00 0.00 0.00 3989.89 ~~.00 2024.67 9034.23 ~lbm.00 ~ o.oo o.oo o.oD O.OD 15046.00 0.00 529.60 529.60 ~tj~0.00 0.00 0.00 0,00 0.00 814.49 S~ d )0 0.00 301.44 U.00 0.00 0.00 0.00 BALANCE % YTD ----------- ------------ ------------ 54331633.21 55350281.00 27902654.29 42600.00 42600.00 7100.00 83.33 3260.00 3260.00 1301.94 60.06 9890.00 9144.00 1573.24 83.08 144.00 144.00 24.00 83.33 1000.00 1000.00 955.33 4.47 500.00 500.00 355.00 29.00 6000.00 6000.00 -3408.23 156.8 100.00 100.00 100.00 0.00 6000.00 6000.00 812.58 86.46 5200.00 5200.00 3121.00 39.98 9017.00 9000.00 1500.00 1500.00 365.00 75.67 12608.00 12608.00 8618.11 31.65 15000.00 0.00 5965.77 60. Z3 o.oo o.oa D.oo o.oo 14500.00 14500.00 -546.00 103.7 1000.00 1000.00 470.40 52.96 500.00 500.00 500.00 0.00 1500.00 1500.00 640.51 57.30 300.00 300.00 -1.44 100.4 0.00 0.00 0.00 0.00 ------------ ------------ ----------- ------------- ------------ ------------ ----- TOTAL - BOARD OF SUPERVISORS 8183.83 100093.70 jt46r98 130619.00 114856.00 i~83~&~'~6.00 ------------ ----------- ~ _~~ _- ' ~ 4-~---__________ _________=__ ______=_____ ~~_ ------------ --------- - ~ ~ j G SG ~- G-LV ~ /~ ~ % ~Cvl~ ~~5 ~,~ ~ysf~~ ~~~-r" P150 PITTSYLVANIA COUNTY Board of Supervisors EXECUTIVE SUMMARY AGENDA TITLE: AGENDA DATE: Award Contract- LE&D Professionals, PC for Engineering Services-former Klopman Mills textile OS-17-2011 facility SUBJECT/PROPOSAL/RE O UEST: Award Contract ACTION: Yes STAFF CONTACT(S): William D. Sleeper CONSENT AGENDA: ACTION: ATTACHMENTS: Yes ITEM NUMBER: 23 INFORMATION: INFORMATION: BACKGROUND: The Board of Supervisors solicited Requests For Proposals from various engineering firms for providing background engineering and surveying required for water and sewer and an industrial access road at the former Klopman Mills textile facility site. Following intensive interviews, staff unanimously recommends to the Board of Supervisors the firm, LE&D Professionals, PC of Danville, Virginia as the number one firm to provide necessary engineering services. Attached hereto you will find a draft contract for those services that is in agreement with the overall estimated engineering from the Tobacco Application Grant. The number two selected was Peed & Bortz Engineering of Blacksburg, Virginia. RECOMMENDATION: Staff recommends the Board of Supervisors approve the award of contract to LE&D Professionals, PC for the engineering services for water and sewer and industrial access road surveying at the former Klopman Mills textile facility site in Hurt, Virginia, and authorize the County Administrator to sign all necessary documentation. P151 ~1~i.~~t Professionals, PC ENGiNEERlNG LAND SURVEYING May 10, 201 l Mr. Dan Sleeper County Administrator Pittsylvania County 21 North Main Street Chatham, Virginia 24531 Re: Proposal for Surveying and Engineering Services for Access Road, Water and Sewer Improvements at Klopman Mills Textile Facility Hurt, Virginia Dear Mr. Sleeper: We appreciate the opportunity to provide herewith our proposal for Surveying and Engineering Services, for Industrial Access Road, water and sewer system improvements at the Klopman Textile Mills Facility in Hurt, Virginia. Understandine of Project We understand that Pittsylvania County proposes to provide public water and sanitary sewer services to the vacant Klopman Textile Mills facility in Hurt, Virginia. The sanitary system improvements will also upgrade the existing Hurt sewer system and provide capacity and flexibility for future extensions. The waterline improvements consist of extending the existing water approximately 4,000LF along Business Route 29, beyond the southern most entrance to Klopman. The project also includes preparation of an Industrial Access Road right-of--way dedication plat. The proposed access road will extend through the Klopman property and connect to the Key Industrial Pazk property located on Pockett Road. The projects Scope of Services are generally described in RFP #11-03-01 issued by Pittsylvania County and entitled "request for Proposal Engineering Services, Water and Sewer Services, for Klopman Mills Textile facilities." The following is a more detailed Scope of Services. Scope of Services LE&D Professionals, PC proposes to perform the following scope of services: River Run Executive Offices, Suite B 1 10 Exchange Street Danville, Virginio 24541 Phone:434-792-3680 Fax:434-792-3685 vvvnv.landeng.com P152 Page 2 May l0, 2011 Mr. Dan Sleeper Hurt, Virginia Project. Industrial Access Road Dedication Plat: A. Perform field reconnaissance of proposed access road routing; B. Meet with VDOT to determine sight distance compliance and anticipated roadway connection improvements (turn lanes, etc); C. Perform a rough centerline profile survey and design a preliminary centerline profile of access road; D. Prepare a preliminary layout for review with owners; E. Prepare aright-of--way dedication plat based on adequate boundary survey, suitable for recordation. II. Water and Sanitary Sewer Preliminar + Engineering Report: A. Collect any field survey information necessary to assist with PER preparation; B. Prepare a hydraulic model of the existing water system and insert projected demands for the waterline system; C. Access optional improvements for the existing sanitary sewer system including service to the Klopman plant; D. Meet with Town of Altavista, Town of Hurt, and Pittsylvania County personnel to determine flow acceptance allocations available and desired by Owners. E. Prepare Preliminary Engineering Report describing proposed water and sanitary sewer system improvements suitable for review by the Virginia Department of Health, and review all details of Report with Owners. III. Water and Sanitary Sewer System Design: A. Water System Design a. Request existing utility locations from Miss Utility; b. Perform a field strip topographic survey based on the PER waterline location; c. Identify all affected permitting agencies and prepare permitting applications, coordinate any necessary on-site meetings, and obtain preliminary approvals; d. Prepare preliminary drawings and specifications for review with Owners; e. Prepare final hydraulic studies and calculations and final drawings and technical specification necessary for permit submittals and insertion into Bid Documents. P153 Page 3 May 10, 2011 Mr. Dan Sleeper Hurt, Virginia Project. B. Sanitary Sewer System Design a. Request existing utility locations from Miss Utility and perform a field strip topographic survey along proposed sewer routes based on the PER; b. Identify all affected permitting agencies and prepare preliminary permitting applications. Coordinate necessary on-site meetings and obtain preliminary permits approvals; c. Prepare preliminary drawings and technical specifications for reviews with owners; d. Prepare final construction drawings and specifications including pump station calculations necessary for permit submittals and insertion into Bid Documents. IV. Bidding Services A. Prepare bid Documents suitable for bidding; B. Coordinate with owner on bidding dates, pre-bid meetings, etc; C. Prepare advertisement and submit to two minimum public publications; D. Distribute bid packages to bidders upon request; E. Coordinate pre-bid meetings, if necessary; F. Address any questions during bid phase and issue addendum if necessary; G. Review bids and make recommendations for award to owner; H. Prepare notice of award contracts and notice to proceed for Owner's execution. V. Construction Administration Services A. Coordinate apre-construction meeting with Owners, review agencies and Contractor; B. Address RFI (request for information), administer any necessary change orders during construction; C. Verify quantities for monthly pay request application and issue payment recommendations to Owner; D. Perform substantial and fnal punch list documents and issue final payment recommendations to Owner; E. Perform any project closeout services for the Owner. P154 Page 9 May ! 0, 2011 Mr. Dan Sleeper Hurt, Virginia Project. VI. Construction Inspection Services A. Provide construction inspection services including the following: a. Inspection services will be conducted on an hourly basis to ensure the project is constructed according to the approved design plans and specifications. b. Coordinate with the Contractor for all upcoming work in VDOT right of way, meter settings, fire hydrants and other appurtenances, borings under existing roadways, restoration of right of way and existing driveways, mazking drawings for any changes made during construction due to unforeseen conditions. c. Verify that materials supplied and placed are per approved shop drawings, complete daily inspection reports, when on the job, to record weather, items constructed, number of men and equipment and other items pertinent to daily work. d. Inspect all testing, and maintain communication with OWNER and Engineer as to progress of work and communicate any construction issues. e. Prepare a monthly tabulation of materials placed for use in pay requests. f. Assistlattend with substantial and final completion inspections and assist is coordinating start-up meetings for pump stations. g. Monthly reports shall be provided to Owner throughout construction. VII. Easement Plat Preparation A. Prepare easement plats for sewer lines and pump stations including permanent easements and temporary construction easements necessary to construct. Utility easement plats will be based on final design drawings. Easement plats will be suitable for recordation. Fee and Schedule LE&D Professionals, PC proposes to perform the above Scope of Services for the following fees, fee estimates, and fee basis: I. Industrial Access Road Dedication Plat Services described in Scope Items I.A-E above Lump Sum $17,240.00 Fee Amount II. W&S Preliminary Engineering Report Services described in Scope Items II.A-E above Lump Sum $6,920.00 Fee Amount III. W&S System Improvement Design and Permitting Services described in Scope Items III ABcB above Lump Sum $71,250.00 Fees to be determined by PER. Fee Amount IV. Bid Phase Services Services described in Scope Items IV. A-H above Lump Sum $9,230.00 Fee Amount P155 Page 5 May 10, 2011 Mr. Dan Sleeper Hurt, Virginia Project. V. Construction Administration Services Services described in Scope Items V. A-E above Lump Sum $14,250.00 (estimated based on 20% design fees) Fee Amount VI. Construction Inspection Services Hourly Not to exceed Services described in Scope Items VI. A. above Fee Amount $63,720.00 Estimated for amount is based on six month Construction schedule with an hourly fee amount of $63.25/hour plus $25.00/day mileage expenses. (960 hours +120 days) VII. Easement Plat Preparation Hourly Estimated Services described in Scope Item VILA. above Fee Amount $6,000.00 Tota! Estimated Fee Amount LE&D Professionals, PC proposes to begin access road design services immediately upon receipt of your authorization to proceed. We anticipate completion of a preliminary layout within fourteen (14) calendar days for Owner's review, and a preliminary dedication plat within thirty (30) calendar days thereafter. We intend to complete the PER for Owner's review within thirty (30) calendar days upon your authorization to proceed and complete design drawings and specifications ready for permit submittals within sixty (60) calendar days thereafter. We anticipate final Bid Documents to be completed within five to six (5-6) months upon your authorization to proceed. Qualifications and Special Conditions This proposal is subject to our Standard Terms & Conditions annexed as Attachment A. Hourly fee basis items to be billed per our hourly standazd rate schedule annexed as Attachment B, unless specified otherwise. 3. LE&D Professionals, PC will request utility locations from Miss Utility prior to field survey. Visible utilities and marked utilities will be located within the project areas. Test pits, private utility location services, and utility provider research services are not included in this proposal. 4. LE&D Professionals, PC will prepare permit applications for Owner's execution. Owner shall provide and pay for all permit fees, bonds, RR lease agreement fees, easement acquisitions, any electric and phone service extensions necessary, etc. Geotechnical, ARCH/MEP, and construction stakeout are not included in this proposal. P156 Page 6 May 10, 2011 Mr. Dan Sleeper Hurt, Virginia Project. 6. The Owner shall arrange and/or provide proper contact information for our access to the affected properties included for the project. Properties include English Construction parcels, Klopman parcels, Town of Hurt pazcels and Town of Altavista easement. 7. Any additional services not included in this proposal requested by Owners will be provided on a negotiated fixed fee or on an hourly basis per our hourly rate schedule at the Owner's request. 8. This proposal is valid if executed within ninety-(90) days from the proposal date. Again, we appreciate the opportunity to submit this proposal and look forward to working with you and Pittsylvania County on this and future projects. A signed copy of this proposal will serve as our authorization to proceed. Please do not hesitate to call if you have any questions or wish to discuss the proposal further. Sincerely yours, LE&D Professionals, PC G. Mark Johnson, PLS President GMJ11wh Enclosures P157 Page 7 May 10, 2011 Mr. Dan Sleeper Hurt, Virginia Project. The foregoing proposal of LE&D Professionals, PC is accepted: Firm, or Corporation Signature of Authorized Representative Date (PrintJType) name of Authorized Representative and Title P158 Attachment A These Standard Terms and Conditions ("Std Terms") are hereby incorporated by reference into the foregoing Agreement (the "Agreement") or Proposal (the "Proposal") between LE&D Professionals, P.C. ("LE&D") and the clienUowner therein named ("Client") for the performance of architectural, engineering, surveying, planning, landscape architecture or other professional services ("LE&D Services"). Hereinafter in these Std Terms, Agreement should be construed to include Proposal. These Std Terms are fully binding upon the Client just as if they were fully set forth in the body of the Agreement. These Std Terms may be modified only by means of written amendment signed by LE&D and the Client. 1. Period of Offer. Any Proposal submitted by LE&D in the form of a bid to provide professional services for a designated Client project ("Project") must be accepted by the Client within ninety (90) days of the date of the Proposal. Client acceptance will serve as LE&D's Notice to Proceed. The ninety-day proposal acceptance period may only be extended by written agreement signed by LE&D and the Client, and specifying the mutually-agreed extension date. As a bidding party, LE&D shall have the option of canceling the Proposal at any time prior to the original (or extended, if applicable) expiration date for acceptance of the Proposal. In the event that the Client accepts the Proposal by executing and delivering a copy of the original to LE&D, the Proposal, these Std Terms, and the attachments expressly incorporated therein by reference shall constitute the entire Agreement between the parties. If the Client requests that LE&D shall begin work prior to the Client's formal execution of the Proposal, and LE&D does perform the work and/or services requested in accordance with the Proposal, the Proposal and these Std Terms shall constitute the Agreement between the parties even if the Client fails to return an executed copy of the Proposal to LE&D. The absence of a signed rnpy of the Proposal shall not operate to defeat the existence of an Agreement between the parties once work is performed in accordance with the Client's requested specifications as defined in the Proposal. 2. Scope of Services. The duties and responsibilities of LE&D are to provide only such data, advice and assistance as is reasonably required to perform the services specifically set forth in the Agreement ("Basic Services"). LE&D is responsible for obtaining the data and information necessary for the performance of the Basic Services, unless otherwise provided in the Agreement. LE&D is responsible to see that the documents and services furnished by LE&D conform to the laws, regulations, and other legal requirements ("laws and regulations") that are applicable at the time such Basic Services are furnished. If the Client requests services beyond the Basic Services, the additional requested services shall be regarded as Additional Services, and the Client will be billed for the Additional Services at the then standard hourly rate of LE&D, unless otherwise agreed in writing. The Client agrees to reduce these requested services to writing, but failure to do so does not relieve the Client's obligation to pay for the Additional Services. Unless expressly provided for herein, in no event does LE&D assume any obligation or responsibility for the following services: (a) The accuracy and completeness of any document prepared by another entity; (b) The accuracy and completeness of any drawing prepared by LE&D, unless it was properly sealed by a professional on behalf of LE&D; (c) Favorable or timely comment or action by any governmental entity on the submission of any construction documents, land use studies, feasibility studies, appeals, petitions for exceptions or waivers, or other requests for documents of any nature whatsoever; (d) Taking into account off-site circumstances other than those clearly visible and actually known to LE&D from on-site work on the Project; (e} The actual location of any portion of a utility, which is not entirely visible from the surface; (f) To furnish and/or verify specifications or requirements related to PCB transformer removal, disposal, or related services; (g) The accuracy of any geotechnical service performed by other entities, whether or not aubcontractora of LE&D; and (h) The accuracy of eazthwork estimates and quantity take-offs, or the balance of earthwork cut and fill. Should shop drawing review be incorporated into the Scope of Services hereunder, LE&D shall pass upon the shop drawings with reasonable promptness. Checking and/or approving shop drawings will be general, for conformance with the design concept of the Project and compliance with the information given in the Agreement and supplemental documentation. The verification and/or approval process will not include quantities, detailed dimensions, nor adjustments of dimensions to actual conditions. Approval shall not be construed as permitting any departure from Project requirements as specified in the Agreement, nor as relieving the parties to the Agreement of any liability for any error in details, content, or dimensions that may otherwise exist. 3. h riz r nt iv .The Client will specify in writing the identity of his authorized representative ("Representative"), who is to cemmunicate with LE&D on the Client's behalf LE&D will, upon commencement of the Project, specify the Project Manager or equivalent authorized professional who is to represent LE&D, acting on its behalf, and communicating with the Client's Representative. 4. ®gparent/[mplied Authorizations. The Client, or any of its directors, officers, partners, managers, employees, personnel, members, or agents having apparent and/or implied authority from the Client, may perform the following functions without written correspondence: (a) make decisions relating to LE&D's Services or the Agreement; (b) request a change in the scope of LE&D's Services under the Agreement; (c) request the performance by LE&D of Additional Services under the Agreement, provided that LE&D shall have the option to require the Client submit such decision or request in writing before such decision or request will be deemed to have been effectively made; (d) may, occasionally and at any time, limit and/or cancel authority of any or all persons to act orally on the Client's behalf by giving seven (7) days advance notice in writing to LE&D of the limitation or cancellation of authority. 5. Documentation Ownership and Proprietary Ri¢hts. All 5eld data, drawings, specifications, studies, reports, and all other work produced by LE&D for the Project are instruments of service ("instruments") for the Project only. These instruments shall remain the sole property of LE&D at all times, unless provided otherwise in writing. LE&D aha^ be deemed the author of these instruments and shall retain all common law statutory, and other reserved rights, including, but not limited to, copyrights. However, submission or distribution of any instruments to meet official regulatory requirements or for similar regulatory compliance purposes in connection with the Project is not to be deemed a prohibited publication, inconsistent with LE&D's reserved publication rights. Reuse of any of the instruments by the Client on extensions of the Project, or on any other Project, without the prior written permission and approval of LE&D is prohibited. Client shall be permitted to retain copies of said instruments for information and reference in connection with the Project, but these instruments shall not be used by the Client or others on other projects for any reason, or for completion of the Project by any other professionals, unless specifically authorized in a subsequent written agreement executed by LE&D. P159 Attachment A 6. Fees and Compensation. In the event that the Client requests LE&D to perform Additional Services, not included in the Scope of Services described in the Agreement, the Client agrees to compensate LE&D for such services in accordance with the current Hourly Rate Schedule in effect at the time such service is performed, unless a written agreement has been signed by both parties indicating a different fee basis for such Additional Services. LE&D's Hourly Rates include all costs of labor, overhead and profit. The current LE&D Hourly Rate Schedule is attached to these Std Terms. If LE&D is charging for its services under the Agreement, in whole or in part, based upon lump-sum payments or unit payments, then LE&D may unilaterally increase its lump sum or unit billing rates on each anniversary of the Client's acceptance of the Agreement, by up to five percent (5%) or the percentage increase in the U.S. Department of Labor's Consumer Price Index ("CPI"), whichever is greater. LE&D's hourly rates are subject to periodic revision at the discretion of LE&D. The schedule of fees does not include fees or charges due to governmental agencies for the review and approval of plans/plats. Upon notification by LE&D, the Client shall promptly furnish such fees to the appropriate agencies or organizations, so that the documents may be submitted to the appropriate parties in a timely fashion. 7. Peri d f rvi e. The provisions of the Agreement and the compensation provided under the Agreement have been established in anticipation of the orderly and continuous progression of the Project. LE&D's obligation to render professional services will extend only for that time period which may reasonably be required to complete the agreed upon, specified work in an orderly and continuous manner and LE&D may unilaterally terminate the Agreement thereafter. 8. Termination. Either party may terminate the Agreement in the event of a material breach by the other contracting party. If the Client asserts a material default by LE&D, upon LE&D's receipt of written notification thereof from the Client, LE&D shall terminate work on any phase or item of work under the Agreement. In the event that all, or any portion of the work performed or partially performed by LE&D is suspended, canceled or abandoned, the Client shall immediately pay LE&D for all work completed or partially completed through the termination date. The basis for the payment shall be the fee schedule and estimated percent of Project completion, plus compensation for all extras, additional work, and other costs, losses, or damages incurred by LE&D, as a result of the termination. All amounts earned by LE&D up to the date of Project cancellation shall be due and payable thirty (30) days from the date of cancellation by the Client. 9. Construction Costs. Construction costs are defined as the total actual cost or estimated cost to the Client of all elements of the Project designed or specified by LE&D, excluding LE&D's fees. LE&D assumes no responsibility for any Project or construction cost estimates or opinions given to the Client, as LE&D has no control over competitive bidding processes, market and economic conditions, nor the costa of labor, materials, equipment, or professional services furnished by other entities. 10. Reimbursable Esgensea. The Client shall pay LE&D for all reimbursable expenses incurred by LE&D in connection with the performance of all professional services for the Client. Expenses such as printing, mileage, photocopying and computer time shall be invoiced by LE&D Rate Schedules in effect at that time. Other direct costs, including, but not limited to submittal fees, photographic expenses, deliveries, and external printing services will be billed at 1.2 times the actual coat. LE&D agrees to submit billings for reimbursable expenses separately listed from amounts for Services. 11. Payment Terms. LE&D may submit invoices monthly or leas frequently to the Client for LE&D Services rendered and for reimbursable expenses incurred. Invoices are payable within thirty (30) days of the invoice date. The Client agrees to pay a finance charge of one and one-half percent (1.6%) per month on any unpaid balance not received by LE&D thirty (30) days of the invoice date. Invoices may be based on LE&D's estimate of the proportion of the total Services actually completed at the time of billing for lump sum or fixed sum services, or in the case of hourly services, upon the actual rendering of the Services. Any soma quoted in LE&D's Proposal as estimates are estimates only, and the Client will pay for all Services actually rendered, whether the sum is less than, or exceeds the Proposal's estimated amount. In the event that any invoice is not paid in full within thirty (30) days of the invoice date, LE&D shall have the right to either suspend the performance of further LE&D Services, until all invoices to the Client under the Agreement more than thirty (30) days past due are paid in full, or alternatively, to terminatz the Agreement if the outstanding invoiced amounts are not paid in full within svcty (60) days from the original invoice date. LE&D also reserves the right to initiate proceedings to recover the outstanding amounts owed by the Client to LE&D. The Client expressly agrees that LE&D shall have the right to withhold from the Client the possession or use of any drawings, documents, or instruments of service prepared by LE&D for the Client under the Agreement until all outstanding invoices are paid in full. The Client shall not have the discretion to discount payments of any LE&D invoices by the amount due, or claimed to be due for any reason. If the Client dcea not give LE&D written notice of any invoice amount disputes within fourteen (14) days of the invoice date, the invoice shall conclusively be deemed to be correct. All payments made by the Client in response to an invoice submitted by LE&D should specify the invoice numbers being paid. If payments are received that do not specify the invoices being paid, LE&D aha^ apply the payments at their unilateral discretion to say invoices or portions thereof owed by the Client to LE&D. Time ie of the essence with regard to a Client's payment obligations. Failure of a Client to pay any sum in full to LE&D when due shall be deemed a material breach of the Agreement. 12. Information From Client and Public Sources. The Client shall furnish LE&D with all plans, drawings, surveys, deeds, and other documents related to the Services of the Project that are in the Client's possession and shall inform LE&D in written form of all special criteria or requirements related to LE&D's Services contracted under the Agreement. The information collectively comprises "Client Information". LE&D may also obtain deeds, plans, maps, and any other information filed with or published by any governmental entity, as such information is commonly referred to as "Public Information". LE&D may rely on Client and Public Information in performing LE&D Services. LE&D shall not be responsible for errors, omissions, or additional costs resulting from its reliance upon and use of Client and Public Information. LE&D shall not be responsible for any specie] criteria or requirements related to LE&D's Services that are not expressly identified under the Agreement. The Client expressly agrees to give LEBaD prompt written notice of any development or occurrence that affects the scope or timing of its performance of LE&D's Services. LE&D shall not be responsible for any adverse consequence arising in whole, or in part, from the Client's failure to provide correct or timely information, approvals, and decisions that are required to maintain the orderly progress of the Project. P160 Attachment A 13. Coordination Between Client and LE&D. The Client and LE&D agree to give prompt written notice to one another of any development or occurrence that may adversely impact the scope or timing of LE&D's performance of Services. LE&D is not liable for damages caused by delays in performance of Services, which arise from events beyond LE&D's reasonable control. 14. Meetings and Conferences. LE&D agrees to attend all meetings and conferences as reasonably required by the Client, the architect, or their representatives. LE&D will meet, as available, with any public agencies that might be involved in the development of the Project on an as-needed basis. LE&D cannot be held responsible for forecasting the scope and nature of these meetings and conferences, and will receive compensation on an hourly basis for such attendance, unless otherwise provided in the Agreement. 15. Earthwork and Quanti Estimates. If provided for in the Agreement, LE&D will establish preliminary earthwork volume estimates after basic design and preliminary grading have been established. Such estimates are only approximations, and there is no guarantee of correctness, or that cut and fill will balance. Upon Client's approval of the final design, LE&D will provide, if included in the scope of work under the Agreement, any detailed quantity estimates for public improvements. The estimates will be provided by LE&D at the Client's expense. 16. Plan Processing. Any plans will be engineered in accordance with the regulations and policies in effect at the time of the Agreement with the appropriate governmental agency, and in accordance with the criteria specified by the Client at the commencement of the Project. The fee schedule does not include changes and revisions to the final plans, other than those required through the normal governmental approval procedures. LE&D shall give reasonable notice to the Client in writing of any changes to governmental regulations and policies which come to LE&D's attention, and which will require additional work and fees by LE&D. The Client shall promptly furnish the appropriate design criteria for the Project to LE&D. The Client will be furnished with a set of all plans for his review prior to their submission initially to governmental agencies. After Client review and plan acceptance, any further changes, modifications or revisions requested by the Client or his representatives will be Additional Services under the Agreement. LE&D provides routine submission of the engineering plans and related documentation for approval. However, it may be necessary for LE&D to perform special processing functions with different governmental agencies to serve the needs of the Client. These special services could include, but are not limited to the following: (a) meetings and conferences with different agencies; (b) hand delivery of the plans to different agencies; (c) hand delivery of the plans from different agencies; and (d) other specialized services as necessary. Because the extent of these special services cannot be accurately forecasted, unless otherwise specifically provided in the Agreement, they are not included in the underlying Agreement and shall be performed on an hourly fee basis, in accordance with the payment scheme provided for under the Scope of Services section above. 17. Assignment Ri¢hts and Third-Party Beneficiaries. Neither LE&D nor the Client shall assign or transfer any rights, interests, obligations, or claims under the Agreement to other parties, without the prior written consent of the other party to the Agreement. The Agreement shall not confer any benefit or right upon any person or entity, other than the Client and LE&D. Notwithstanding the provisions of this section, LE&D may employ independent consultants, associates, and subcontractors as it may deem necessary in order to perform LE6sD's Services. LE&D may assign its rights to receive compensation under the Agreement to others as it deems appropriate. LE&D's partners, employees, agents and subcontractors shall have and be entitled to all the protections and rights afforded to LE&D under the Std Terms and other provisions of the Agreement. 18. Forum Selection Clause. The Agreement shall be interpreted in accordance with the laws of the Commonwealth of Virginia ("State") in all respects, including matters of construction, validity, and performance. The Client and LE&D consent and agree that the courts of the State, and the courts of the United States sitting in the respective federal jurisdiction(s) in the State, have exclusive jurisdiction over any controversy, including matters of construction, validity, and performance that arise under the Agreement. The Client and LE&D consent to the jurisdiction of any such court, and waive any objection to which they might otherwise be entitled. The parties irrevocably waive all right to trial by jury in any action, proceeding, or counterclaim arising under, or related to the Agreement. 19. Inte¢ration Clause. The Agreement (including the Std Terms and any Schedules attached thereto) constitutes the sole and complete Agreement between LE&D and the Client. No prior representations, statements, inducements, contemporaneous understandings or agreements, either oral or written, are merged herein to enlarge, modify, alter, or otherwise vary the written terms of the Agreement, unless provided for in writing, and thereby incorporated into the Agreement as an amendment. Both parties expressly waive all provisions contained in correspondence, conversation, or other documents relating to services covered by the Agreement that negate, limit, extend or conflict with the provisions of the Agreement in any manner. 20. Liability Limitations. LE&D's Services will be performed in accordance with the Agreement (including these Std Terms), and the generally-accepted and ordinary principles and practices in performing professional engineering and surveying services prevailingrn the State. LE&D shall use that degree of care and skill ordinarily exercised under similar circumstances by members of its profession. The warranty is in lieu of all other warranties, either express or implied. The Client agrees that LE&D's liability to the Client and to all third parties due to LE&D's negligent acts, errors, or omissions shall be limited such that the total aggregate liability of LE&D, its Agents and Employees to all persons or entities shall not exceed LE&D's total fee for Services rendered on the Project. The limitation shall be deemed to be a part of the negotiated terms of the Agreement. The maximum amount of total aggregate liability may be increased at or before the time of entering into the Agreement, and upon payment of an additional fee far greater risk assumed, in an amount set by LE&D. Any partner, employee, stockholder, officer, or agent or subcontractor of LE&D shall not have any individual professional liability to the Client in addition to, or in excess or LE&D's liability under these Std Terms for any loss, property damage, or bodily injury of or to the Client, caused in whole, or in part, by an error or omission of LE&D or any of its representatives. If any judgment is entered against any individual, the Client agrees to look exclusively to the assets of LE&D for satisfaction. It is the intent of the parties that the foregoing limitation on liability shall apply to all claims, whether sounding in P161 Attachment A tort or contract. LE&D shall not be liable to the Client, in any event, or for any amount, for consequential, special or incidental damages; or for punitive or exemplary damages. 21. Client Claims. The Client waives and releases LE&D and its partners, members, managers, directors, officers, employees, agents and subcontractors from all claims of any nature for any and all errors or omissions by LE&D, or any of LE&D's authorized representatives (i.e., partners, employees, agents, or subcontractors) in the performance of Services specified under the Agreement, as the Agreement may occasionally be amended, or in the performance of Additional Services related to the Agreement, unless the Client asserts a claim in accordance with each of the following requirements: (a) Client shall give LE&D written notice within ten (10) days of date that the Client discovers, or should have discovered, through the exercise of ordinary care, that it has or may have a claim against LE&D. If the Client fails to give LE&D written notice within that time period, then the claim is permanently barred; (b) If LE&D accepts the claim, LE&D shall have a reasonable time to cure any error or omission, and any damages resulting from them. This shall be the Client's exclusive remedy, and the Client may not cause the error or omission, or any resulting damage itself to be cured, if LE&D is ready, willing, and able to remedy the situation; (c} In the event that LE&D rejects the claim, it shall give the Client written notice of such rejection within thirty (30) days of receipts of the notice of the Client's claim. The Client shall then have thirty {30) days within which to furnish LE&D with an expert opinion in the appropriate field, corroborating the Client's claim that LE&D committed an error or omission, and establishing that the error or omission arose from the failure to use the degree or care ordinarily used by professionals in the field in the State. If the Client fails to furnish LE6zD with such an expert opinion within thirty (30) days from the date of notice of rejection, then such claim shall be permanently barred; and (d) LE&b shall have thirty (30) days from receipt of the expert's opinion, within which to reevaluate any claim by the Client. If LE&D rejects the claim a second time, or if the thirty (30) day period from receipt of the written expert opinion expires without action on the part of LE&D, then the Client may have recourse to other remedies, in accordance with the Agreement. 22. Indemnification Clause. The Client shall indemnify and hold LE&D and LE&D's partners, employees, agents, and subcontractors harmless from, and against any and all liability, claims and demands for losses, property damages, and bodily injury arising out of work undertaken on the Project by the Client, the Client's contractor, subcontractor, or other independent agent or consultant employed by the Client to work on the Project, or their respective officers, directors, partners, employees, agents or assigns; or arising out of any other operation, no matter by whom performed, for and on behalf of the Client, or its contractor, subcontractor, or other independent agent or consultant, whether or not due in part to errors or omissions by LE&D, its employees, agents, or subcontractors in the performance of any Services under the Agreement. 23. Severability. Both LE&D and the Client understand and agree that if any part, term, or provision of the Agreement is held by a Court of competent jurisdiction to be illegal or unenforceable, then the validity and enforceability of the remainder of the Agreement shall remain unaffected. The rights of LE&D and the Client shall be construed and enforced as if the Agreement did not contain the illegal or unenforceable term, part, or provision. 24. Arbitration. Notwithstanding the Section above on Forum Selection, LE&D unilaterally shall have the option to submit any of LE&D's claims for compensation under the Agreement to be settled by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association, and judgment upon the award rendered by the arbitrator(s) may be entered in any court having jurisdiction, provided however, that the Client shall not have authority to assert a counterclaim in such arbitration, and the arbitrator(s) shall have no authority to consider or render an award based upon any such counterclaim. LE&D shall have the right to withdraw its demand for arbitration at any time prior to the beginning of a hearing, by giving notice in writing to both the arbitrator(s) and the Client, and upon giving that written notice, the arbitration shall terminate, and no award shall be rendered by the arbitrator(s). LE&D may then pursue remedies in a court having appropriate jurisdiction. 25. Payment of Other Professionals. In the event that the Agreement includes continuation of work begun by other architects, engineers, planners, surveyors, or professionals, LE&D may suspend LE&D Services until the Client makes arrangements satisfactory to such other professionals for final payment for their Services previously rendered. If satisfactory arrangements have not been made within a time determined by LE&D to be reasonable, then LE&D may unilaterally terminate the Agreement. 26- Payment of Attorney's Fees. The prevailing party shall be entitled to receive from the non-prevailing party, its reasonable attorneys' fees and related expenses associated with litigating any cause of action, claim or demand under the Agreement in any court, or in arbitration proceedings. The parties agree that reasonable attorneys' fees relating to collection of compensation due from the Client to LE&D shall be assessed at twenty-five percent (26°h) of any judgment or award against the Client for that compensation. 27. Field Monitorin¢ and Testin¢. If as a part of its Services under the Agreement, LE&D is expected to make onsite observations, the Client agrees that LE&D will not assume responsibility for the contractor's means, methods, techniques, sequences, or procedures of construction, and it is understood that the Seld services that LE6cD provides will not relieve the contractor of his responsibilities for performing his work is accordance with the agreed-upon plans and specifications. Supervision and monitoring by LE&D shall mean only periodic observation of the work, and the conducting of testa by LE&D to verify substantial compliance with the plans, specifications, and design concepts. Monitoring by LE&D employees dcea not mean that LE&D is observing the placement of all materials. 28. Safety Procedures. Should LE&D provide observations or monitoring services at the jobsite during construction phases of the Project, the Client agrees that, in accordance with the generaIly-accepted construction practices, the contractor will be solely responsible for maintaining safe working conditions on the jobsite. The safety of all persons and property during the performance of the work, as well as compliance with the relevant OSHA regulations is encompassed in the responsibility of the contractor. These requirements will apply continuously and will not be limited to normal working hours. Any monitoring of the contractor's procedures that LEBcD conducts does not include the review of the adequacy of the contractor's safety procedures in, on, near, or adjacent to the jobsite- P162 t.~a[11 PROFESSIONALS, PC ATTACHMENT B STANDARD HOURLY BILLING RATE SCHEDULE January 2011 HOURLY RATES PRES/DENTNICE PRESIDENT/OFFICER ............................................................ $130.00 PROFESSIONAL ENG/NEER/LANO SURVEYOR .......................................$110.00/125.00 3 MAN SURVEY CREW .....................................................................................$125.00 2 MAN SURVEY CREW/1-MAN ROBOTIC/1-MAN-GPS ..........................................$115.00 SENIOR PROJECT MANAGER/PROJECT ENGINEER .......................................... $110.00 PROJECT MANAGER .......................................................................................$85.00 SENIOR CADD OPERATOR/DES/GNER/SURVEY TECHNICIAN ............................$70.00 CADD OPERATOR/DESIGNER ........................................................................ $55-65.00 TECHNICAL ASSISTANT/CLER/CAL ............................................................... $45.00 SUBCONSULTANT SERV/CES .....................................................................COST + 20% REIMBURSABLE EXPENSES .................................................................... COST + 15% INCLUDES: PRINTING, COURIER, OVERNIGHT LODGING, POSTAL SERVICES, COPYING, ETC. MILEAGE ............................................................................................. $.51/MILE PRINT MATERIAL COSTS: Plotter B/W Copies 8 Large Format :.............. 11 "x 17"...... $2.00/Sheet 18"x24" ...... .$2.75/Sheet 24 "x36"...... .. $3.20/Sheet 30"x42 "...... .. $4.10/Sheet 36"x48"...... .. $5.80/Sheet Plotter Color Copies :.................................... 11 "x17"..... ...$5.20/Sheet 18"x24 "..... ... $6.80/Sheet 24"x36"..... .. $7.60/Sheet 30"x42"..... .. $8.40/Sheet 36"x48 "..... ... $10.25/Sheet My/ar .........................24 "x36"......... $3.00/Sheet 36"x42"...........$4.00/Sheet (RATES SUBJECT TO CHANGE) P163 5: Financial. Information: Budgeted Expenditures Use this page to show the amount of each project acdvity~ that will be accomplished using Commssion funds, as opposed to funde received from other sources. Proposed Project Budget November 2010 Beginning Date of Project Period (nn earlier than C:ottunissinn approval date) November 2013 Ending Date of Project Period (no later than three years from Commission approval date) TICRC Funds State Federal Local Private Other ~ in-kind, etc. Total Personal Services $ $ $ $ $ $ $ (salaries, wages, benefits) Contractual Services (A&E, legal, telecom, printing, media, travel, $93,500 $98,500 $192,000 training) Supplies & Materials Continuous Charges (insurance, lease payments, utilities} Property & Improvements (land acquisition, site $793,000 $793,000 development, etc.) Equipment (computers, phones, furniture, fixtures, manufacturing Plant & Improvements (building acquisition cons iruction / renova no n) Bond or Loan Obligations TOTAL COSTS: $886,500 $ $ $98,500 $ $ $985,000 t Other/in-hind contributions must be described in the Budget Narrative and/or Attachments. Virginia Tobacco Comrtussion -Economic Development Grant Application FY 'll d P164 BOARD APPOINTMENTS PITTSYLVANIA COUNTY Board of Supervisors EXF,CUTIVE SUMMARY AGENDA TITLE: Appointment -Southern Area Agency on Aging AGENDA DATE: ITEM NUMBER: SUBJECT/PROPOSAL/REQUEST: Agency Appointment OS-17-2011 ACTION: Yes 24 INFORMATION: STAFF CONTACT(S): William D. Sleeper CONSENT AGENDA: ACTION: INFORMATION: ATTACHMENTS: No BACKGROUND: Mr. Willie Thornton has been appointed to a three-year term the Southern Area Agency on Aging. Mr. Thornton has had to resign, leaving an open seat with a term ending August 22, 2012. DISCUSSION: RECOMMENDATION: Staff submits this to the Board of Supervisors for their review and consideration. P165 CLOSED MEETING BOARD ANNOUNCEMENTS REPORTS FROM LEGAL COUNSEL REPORTSFROM COUNTY ADMINISTRATOR EXHIBIT A West Piedmont Area List of Priority Projects for Salem & Lynchburg Construction Districts Six-Year Improvement Program VDOT/Commonwealth Transportation Board Franklin County: 1. Pursue all safety improvements on Route 220, north and south, with special consideration for the route through Boones Mill north to the Franklin County/Roanoke County line. 2. Pursue all available funding for the expedited completion of construction for Interstate 73. 3. Support for improving the alignment and widening of Route 122, from the Route 1 16 intersection out to Hales Ford Bridge, at the County line along with realignment of Route 116 and Route 122 intersection in Burnt Chimney. 4. Support for a feasibility study to construct a Route 40 bypass of Rocky Mount, from Route 220 North over to Route 40 West at the Route 40 and Route 640 intersection. 5. Support a feasibility study to four-lane Route 40 East, from the Route 40 and Route 122 intersection, out to the County line, and alternatively, out to the U.S. Route 29 Corridor in Pittsylvania County. 6. Support for a Route 116 improvements feasibility study, including Route 116/Route 681 intersection. 7. Accommodate pedestrian and bicycle access where feasible in future road improvements in conjunction with the Franklin County Trails Plan. 8. Support return of passenger rail service to the Roanoke Valley and construction of a new Intermodal facility to enhance the region, Rocky Mount 1. Replace existing bridge on South Main Street-US 220 business over the Pigg River. 2. Widening and street improvements including curb, guttering and sidewalks on Route 40 West from the intersection of Floyd Avenue west to corporate limits, to include safety improvements at the intersection of Floyd Avenue and Franklin Street, and include replacement of bridge over Furnace Creek. 3. Creation of a commercial grade connector road from Route 40 East to US 220 North. 4. Support of efforts to upgrade US 220 in order to make it a safer highway. 5. Support of development of Interstate 73 from Roanoke to the VirginiaMorth Carolina line. 6. Support for a Franklin County proposal to study and design a Route 40 West Bypass to lessen the large volume of truck traffic through the central business district. 7. Altering Franklin Street alignment at the intersection of High Street to improve sight visibility and elimination of safety hazard. 8. Safety improvementlsidewalks along Scuffling Hill Road. 9. Extension of Diamond Avenue to future Route 40 West bypass. Henry County: 1. Support for the funding and construction of the U.S. Route 58 Improvement Program between Stuart and Hillsville. 2. Support for the funding and construction of a replacement bridge for U.S. Route 220 Business in the Tawn of Ridgeway. 3. Support for a connection from Route 58 to the Patriot Centre, a business and industrial park which houses nearly 4,000 of the County's workforce. 4. Support for the design, engineering, funding and construction of Interstate 73 through Henry County that follows a corridor east of the City of Martinsville and west of the Henry-Pittsylvania County border in an alignment that avoids large subdivisions. 5. Improvements to the Lee Ford Camp Road/Greensboro Road (US Route 220)/Church Street intersection in Ridgeway, near Mountain View Cemetery, to include signals. 6. Support for the City of Martinsville's request for Phase II of the Liberty Street improvement plan. 7. Realignment and improvements on U.S. Route 220 from the intersection of Route 87/Route 220 South to the North Carolina line, including the alleviation of hazardous curves on southbound Route 220. This project is essential to tie into the four-laving of U.S. Route 220 in North Carolina. P166 8. Support for the four-laning of Route 87 from Route 220 to the VirginiaMorth Carolina State Line to connect to planned improvements of the road in North Carolina. The road becomes Highway 14 in North Caro] ina. 9. Support for the inclusion of an extension of Commonwealth Boulevard to the west to connect with Route 220 Bypass in the current Long Range Plan. Martinsville l . Complete the Liberty Street (Route 174)/Clearview Drive) improvement project comprised of the following three elements: Improvements to Liberty Street north from York Street to the north corporate limits; Improvements to Liberty Street from Clearview Drive south to Commonwealth Boulevard; Improvements to Clearview Drive from Barrows Mi11 Road to Progress Drive 2. Widen and realign the section of Fayette Street (Route 57) from Pine Hall Road west to the corporate limits including curb, gutter, and sidewalk, and to replace an N&W Railroad underpass. 3. Extend Commonwealth Boulevard east to an intersection with East Church Street (U.S. Route 58) 4. Endorsement for the Interstate 73 project. 5. Endorsement for completion of U.S. Route 58 westward to its intersection with Interstate 77. Patrick County 1. Continue to participate in Public Private Transportation Act Proposal by Branch Highways to fund and construct on an expedited timetable the four-lane improvement of U.S. 58 from west of the Stuart Bypass to 1-77 at Hillsville. 2. Complete design and construct the proposed connector road from the U.S. 58 Bypass at the intersection of Johnson Street in the Town of Stuart to Route 8 South. 3. Improve and install guardrail on Route 8 North, beginning approximately 1.5 miles north of the intersection of State Route 605 and the Patrick-Floyd County line. 4. Implement critically needed safety improvements on Route 103 at the intersections of State Routes 645. 649, 666, 738, and 773. 5. Widen and improve Route 40 beginning at its intersection with Route 8 proceeding east to Griffith Lumber Company. Other Primary Highway Needs: ] . Increase the width of Rouses S and 103 south of the Town of Stuart to twenty-four (24) feet to accommodate commercial truck traffic. 2. Construct turning lanes, improve sight distance, and generally upgrade Route 8 south of the Town of Stuart corporate limits to State Route 652 to safely accommodate the current high traffic volume on this section of road. 3. Construct the proposed 1-73 project through Henry County to the North Carolina state line. Danville: Urban Projects: 1) Support for project on Route 41 /Franklin Turnpike, to reconstruct a segment to four lanes with a center turn lane from Piney Forest Road to the North Corporate Limits. 2) Support for project on Piedmont Drive to replace the Robertson Bridge over the Dan River with a new five-lane bridge from Riverside Drive to Memorial Drive and widen Memorial Drive at Park Avenue. Primary Projects: I) Support for the Franklin Tumpike Cottnector, to construct a new four-lane limited access highway from Route 29 to North Main Street. Enhancement Projects: I) Crossing at the Dan: Continue development ot'a pedestrian bicycle trail system joining the Tobacco Warehouse District to the Downtown Historic District and further westward to the Union Street Bridge, restoration of the former passenger train station waiting area, and improvements relative to the Danville Science Center and Community Market such as pedestrian and parking improvements. P167 Interstate Projects: 1) Support for Interstate 785 project, to upgrade U.S. Route 29 to interstate standards from Greensboro to Blairs, Virginia. Support for Interstate 73 project, to construct Interstate 73 on the alignment closest to Danville and develop an Interstate 73 spur running to Danville connecting with the proposed Interstate 785. Pittsylvania County: 1) Escalate completion ot'the U.S. Route 58 Corridor Improvement Program's remaining projects. 2) Completion of construction of Route 41 four-lane improvement project from Danville corporate limits out to Route 863. 3) Support for completion of a connector from North Main Street/Franklin Turnpike/Route 41, City of Danville, to U.S. Route 29 and Route 360, Pittsylvania County. 4) Support for Design and Construction of Route 360 improvements. 5) Coordinate with the State of North Carolina to achieve re-designation of Route 29 from Danville to Interstate 40/85 in Greensboro,_ NC. as Interstate 785. 6) Support for Interstate 73 project construction employing the selected eastern route. 7) Upgrade Route 40 West to the future Interstate 73 corridor. 8) VA Route 41 Extension - VA Route 730 (0.4 miles west of VA Route 729) to VA Route 360/US Route 29 Bypass 9) VA Route 730 and VA Route 733 - VA Route 41 Extension to 0.1 miles south of railroad tracks on VA Route 733. ]0) VA Route 750 - VA Route 863 to US Route 29 Business (Piney Forest Road) (Realigned Mount Cross Road) 11) Iris Lane Parkway -Mount Cross Road (Wal-Mart Area) to Route 29 Business 12) Support for upgrades to VA Route 863 from US 58 West to US Route 29 North. P168 P169 PITTSYLVANIA COUN'T'Y VIRGINIA William D. Sleeper County Administrator P.O. Box 426 Chatham, Virginia 24531 e-mail: dsleeper@psttgov.org Phone (434) 432-7710 Fax (434) 432-7714 Gretna/Hurt (434) 656-6211 MEMORANDUM To: Otis S. Hawker, Assistant County Administrator From: Henry Boswell, Jr., Chief Animal Control Officer Date: May 3, 2011 Subject: Animal Control Activity Report During the period of April 1, 2011 through, April 30, 2011, the Animal Control Officers responded to 358 calls as per Henry Boswell, Chief Animal Control Officer, resulting in the following: Description Number Remarks Animals taken into custod 200 Dogs 135 Cats 61 Other 4 2 opossums, 2 ground hogs Animals on hand at month end 26 Animals dis atched 81 61-do s cats/others - 20 Licenses checked 121 Court cases 22 Summons 31 Animals Ado ted 2 Animals returned to owners 10 Cats taken to the Humane Socie 45 Animals Transferred 45 44- Franklin Co. 2 -DAHS Inured animals icked u 9 ~ Animals found in tra s 43 Ex osures: Human/Saliva 0 Ex osures: Do s/Cats/Wildlife 0 Do Bites 6 Cat Bites 3 Cruel Checks 4 Well-being Checks 21 Cat/Do Fi hts 3 _ Investi ated killin s b do s/cats 1 Investi ate killin s b Co otes 0 i If you have any questions concerning this, please do not hesitate to contact me. cc: William D. Sleeper, County Administrator P170 PITTSYLVANIA COUNTY VIRGINIA William D. Sleeper County Administrator P.O. Box 426 Chatham, Virginia 24531 e-mail: dsleeper@pittgov.org Phone (434) 432-7710 Fax (434) 432-7714 Gretna/Hurt (434) 656-6211 ~'7~Gt~ A MEMORANDUM To: Otis S. 1-lawker, Assistant County Administrator From: Ilenry Boswell, Jr., Chief Animal Control Officer Date: May 3, 201 ] Subject: Conservators of the Peace Solid Waste Monitoring Report The Animal Control Officers whom have been appointed to the position of Conservators of the Peace monitoring solid waste sites in Pittsylvania County, as per Henry (Pete) Boswell, Chief Animal Control Offcer, for the period of April 2011: Description Number Remarks Total hours monitored 12 Vehicles enterin sites 63 Vehicles checked 4 Summons' issued 0 Court Cases 2 Convictions 2 If you have any questions concerning this, please do not hesitate to contact me. cc: William D. Sleeper, County Administrator P171 PITTSYLVANIA COUNTY VIRGINIA Darrell W. Dalton, Superintendent Building & Grounds Department 51 N. Main St. P.O. Box 426 Chatham, Virginia 24531 E-mail: datrell.dalton@pittgov.otg Phone (434) 432-7958 Fax (434) 432-2294 Grema/Hurt (434) 656-6217 Bachelors Hall/Whitmell (434) 797-9550 To: Otis S. Hawker, Assistant County Administrator ~n~ From: Heather Inge, Secretary of Building & Grounds Date: April 28, 2011 Subject: COMPLETED WORK ORDERS -APRIL 2011 Attached please find a listing, by department, of completed work orders for the month of April. This list does not reflect work orders in progress but not yet completed, actual expenses incurred, or routine maintenance necessary for the smooth operation of the County facilities. However, it does reflect the total number ofman-hours. Presently, there are approximately 19 work orders still outstanding. If you have any questions concerning this, please do not hesitate to contact me. HI Attachment cc: William D. Sleeper, County Administrator Darrell W. Dalton, Superintendent of Building & Grounds P172 tiUILUINCi 2s< CiKUUNUA MHIN I tNNIVIJt WORK ORDERS COMPLETED FOR MONTH OF APRfL 2014 NO. W/O MAN-HOURS ANIMAL CONTROL 4 24 ARMORY A S C S /EXTENSION /USDA-FSA BOARD OF SUPERVISORS BUILDING & GROUNDS BUILDING INSPECTIONS CF,NTRAL ACCOUT[NG CENTRAL PURCHASING 1 2 CIRCUIT COURT CLERK OF COURT ] ] CODE COMPLIANCE (PLANNING COMMISSSION & ZONING 2 3 COMMISSIONER OF REVENUE COMMONWEALTH ATTORNEY 1 4 COMPACTOR SITE ] 2 COLR~ITY ADMTMSTRATOR AND ASST. COUNTY ADMIN. 2 4 COUNTY ATTORNEY COURTHOUSE (1968 ANNEX) '7 48 COURTHOUSE (EDWIN R. SHIELDS) 2 2 CSA - CPMB DEPOT BUILDING ELECTORAL BOARD EMERGENCY 91 I FACILITY ] ] ENVIRONMENTAL HEALTH FINANCE FIRE MARSHAL GENERAL DISTRICT COURT GRANTS ADMISTRATION HEALTH DEPARTMENT 2 2 HUA4.4N SERVICES FACILITY ] 2 INDUSTRIAL PARKS INFORMATION TECHNOLOGY JUVENILE & DOMESTIC COURT ] 2 JUVENILE & DOMESTIC COURT SERVICES UNIT JAIL 22 23 LAI.'DFILL 5 23 LIBRARY 4 26 MAGISTRATE MOSES BUILDING ] 4 ULD DOMINION AG. COMPLEX 2 9 PCED BUILDING ] 2 REASSESSMENT RECREATION: RAIL-TRAIL & WAYSIDE PARK REGISTRAR-VOTING PRECINCTS RINGGOLD DEPOT SHERIFF ] ] SOCIAL SERVICES 5 9 TREASURER VICTIM WITNESS ] ~ OTHER: BERRY HILL RD 2 ] 2 CALLANDS CLF..RKS OFFICE SMALL BUSINESS DEV. CENTER CANTOR HOUSE TOTAL WORK ORDERS COMPLETED -APRIL 7011 70 207 YEAR 7o DATE 07/01/2010 - 06/30/2011 D17Z 839 2,028 PITTSYLVANIA COUNTY CODE COMPLIANCE MONTHLY REPORT & FEES April 2011 TYPES OF PERMITS 102 BUILDING PERMIT FEES COLLECTED 8,261.91 102 LEVY COLLECTED $165.21 0 SUBDIVISION FEES COLLECTED $0.00 32 ZONING PERMIT FEES COLLECTED $155.00 0 REINSPECTION FEES COLLECTED $0.00 15 LAND DISTURBING FEES COLLECTED $155.00 251 TOTAL FEES COLLECTED $8,737.12 MONTHLY BUILDING VALUES 7 NEW DWELLINGS $741,900.00 6 MOBILE HOMESlOFFICE TRAILERS 69,863.00 2 DOUBLE-WIDE MOBILE HOMES 126,309.00 4 MODULAR 683,322.00 21 COMMERCIAL CONSTRUCTION 826,835.00 62 MISCELLANEOUS 555,324.00 102 TOTAL $3,003,553.00 YEAR TO DATE: NONTAXABLE: $369,753.00 $11,256,224.00 MONTHLY ACTIVITY REPORT OF REJECTIONS OF WORK OF E & S INSPECTIONS NUMBER OF MILES INSPECTORS TRAVELED 48 75 4, 318 MONTHLY ZONING FEES 8 REZONING FEES COLLECTED $1,461.28 0 SPECIAL USE PERMIT FEES COLLECTED 0.00 1 VARIANCE & APPEAL FEES COLLECTED 166.04 0 SIGN PERMIT FEES COLLECTED 0.00 9 TOTAL $1,627.32 Respectfully Submitted, ~~ ~~~~~~ Odie H. Shelton, Jr. Director of Code Compliancet Zoning Administrator P174