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Home My WebLink AboutSDP200800100 Application 2008-06-23J County o Albemarle _ mmunity Development Department, Zoning & M Current Development Division 401 McIntire Road Charlottesville, VA 22902 -45961 'nc;ut ^~ Planning Application 1 Voice : (434) 296 -5832 Fax : (434) 972 -4126 TMP 0780000 - 022AO Owner(s): RIVANNA WATER & SEWER AUTHORITY MOORE CREEK Application # SDP200800100 Legal Description ACREAGE Magisterial Dist. Scottsville Land Use Primary Public Current AFD Not in A/F District Current Zoning Primary Light Industry APPLICATION INFORMATION E77-0 House # Street Name Apt / Suite City State Zip Street Address 69 MOORES CREEK LN CHARL 22 - Entered By: Judy Martin on 0612312008 Application Type Site Development Plans 1 Project: Moores Creek Nutrient Removal -Major — J 6,000.00 Received Date 06/23/2008 Received Date Final Total Fees $ 270.00 Submittal Date 06/23/2008 Submittal Date Final Total Paid $ 270.00 Closing File Date Revision Number Comments: Primary Contact Name Matthew D. Buswell, PE, Hansen & Phone # ( 1g( 9 8 Street Address 4011 Westchase Blvd, Ste 500 Fax # (919) 833 -1828 City / State Raleigh, N. C. Zip Code 27607 -0000 E -mail mbuswell @hazenandsawyer.com Cellular #C= Owner /Applicant Name RIVANNA WATER & SEWER AUTHORITY MOORE CREEK Phone # (434) 977 -2970 104 Street Address 695 MOORES CREEK LANE Fax # (434) 2 -8858 City / State CH VA Zip Code 22902 -9016 E -mail jwhitaker @rivanna.org Cellular # ( ) - Applicant Name Rivanna Water & Sewer Authority Phone # (434) 977 -2970 L Street Address 695 Moores Creek Lane Fax # (919) 293 -8858 City / State Charlottesville, Va Zip Code 22902 -0000 E -mail I Cellular # ( ) - Signature of Contractor or Authorized Agent Date cf 17 p[WIS 4 Application for Major & Minor Site Plan Amendments " '= r and All Reinstatements of Denied or Deferred Site Plans Major Amendment (Subject to Planning Commission Review) _ $270 Minor Amendment (alterations to parking, circulation, 17 folded copies ofplan are required building size, location) _ $95 R folded copies of sketch plan are required Reinstate Plan Review After 10 day Denial = $200 Reinstate Plan After Site Review Denial or Suspension = $65 Reinstate Plan Deferred by Applicant To a specific date = $35 Indefinitely = $75 l7folded copies ofp1an are required Groundwater Assessment (Requiredfor all non - residential site plans not serviced by public water) Was a Groundwater Assessment conducted for the existing site plan:' YES NO If NO and the new plans show a use less than 2,000 gallons per day Tier 3 Groundwater Review = $400 If NO and the new plans show a use greater than 2,000 gallons per day Tier 4 Groundwater Review = $1,000 If YES and the use goes from less than to more than 2,000 gallons per day Tier 4 - Tier 3 = $400 If YES and the use does not change from less than to more than 2,000 gallons per day No fee Relief from conditions of approval from Planning Commission or landscape waiver by agent = $180 Extension of approval prior to expiration of an approved plan = $45 Rehearing of Site Development Plan by the Planning Commission or Board of Supervisors = $190 Appeal of Site Development Plan to the Board of Supervisors = $240 Project Name: Roo1ZES Cxom WWT P 11- TV,1g lRgt k0N[AL_ 1 t1RflVH1111rr1TS Tax map and parcel: 7S - 2.2A Magisterial Distric Zoning: 1.= Physical Street Address (if assigned): Gq 5 MoomES Ciiteay, LAA6 7.2. Location of property (landmarks. intersections, or other): fA.Q 3- C.>rEE+1. WA5TEWL1-rE1Z T n.trf1" i Contact Person (Who should we call /write concerning this project ?): Mgrr Hew . Pr c10 4ALOA f JAW'IM , ? C-- Address 4011 $LJZ>, 500 City 'lALE1Ci H State t4 C_ Zip 2'1teo7 Daytime Phone Ll[A) 833-7152 Fax # (91 J_) $ 33 - 19,243 E -mail Mbugwe11 tV tasg^ ".k1ta. l,c-o- Owner of Record 75__ 'ER, WN rrArcc'RE G4itE7P Erka 1 AeE Q 1RwAr ro Wx7ce Z SewEIZ A'rr+V r J Address _ (o IS fApc> z. C : K LAA E City Ct+Ae.tm -j-et 1 wE State _'VA _ Zip 22 OZ Daytime Phone (3f1) 4 - 2970 X Id4 # 4M) 293' BSSB E -mail wln itaker ri+lcirnnw. oPq Applicant (Who is the Contact person V'rson representing ?): 1Ar r4A WkT¢2 a q StnHei2 A., +oa +Y`I Address ( S MoolteS ClZ alt. L,"XA Cr City L 14A4+2t.c rtES V) L LC State JA Zip 229 p-Z Daytime Phone 434 T70 Fax # (_ 1 °t;) E -mail FOR OFFICE USE ONLY SDP # jy Fee Amount Date Paid y who? 41A 611 Receipt # 1 1 — Ck# By County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296 -5832 Fax: (434) 972 -4126 11PI9 /07 Page I of ^_ am Intended use or justification for request: SEE A- ,tAGED Fyi?lESGiZiPTW aa7 42e2.es Owner /Applicant Must Read and Sign This site plan as submitted contains all of the information required by Section 32.5 (Preliminary Plan) or Section 32.6 (Final Plan) of the Albemarle County Zoning Ordinance. I understand that plans which lack information required by said sections shall be deemed incomplete and shall be denied by the agent within ten (10) days of submittal as provided in Section 32.4.2.1 or Section 32.4.3.3 as the case may be. For Final Plans Only: To the best of my knowledge, I have complied with Section 32.4.3.1 and obtained tentative approvals for all applicable conditions from the appropriate agencies. Z,,/ Signawe of 6wner, Contract Purchaser, Agent Date Print Name 919.) a33 7152 Daytime phone number of Signatory 11//19/07 Page 2 of 2 HAZEN AND SAWYER Environmental Engineers & Scientists June 19, 2008 Site Plan Review Board County of Albemarle Department of Planning and Community Development 401 McIntire Road Charlottesville, VA 22902 -4596 Hazen and Sawyer, P.C. 1011 WestChase Blvd. Suite 500 Raleigh, NC 27607 919) 833 -7152 919) 833 -1828 (Fax) Re: Preliminary Site Plan Submittal Major Site Plan Amendment Moores Creek WWTP To whom it may concern: The Rivanna Water and Sewer Authority is proposing improvements to their Moores Creek Wastewater Treatment Plant (WWTP). The existing 15 million gallon per day MGD) WWTP is being upgraded to provide for removal of nitrogen and phosphorus nutrients) which will include several new buildings and structures. New buildings and /or structures include the following: Bulk Chemical Storage Facility 1, Bulk Chemical Storage Facility 2, and electrical power centers. New structures, which are largely in- ground concrete tanks, open to the atmosphere, consist of an aeration basin, a secondary clarifier, tertiary filters, and UV disinfection /post. All new construction will be located on the existing site within the property boundaries. In addition to the above, internal modifications will be made to several existing buildings to accommodate new process - related equipment. Waiver Requests Moores Creek WWTP lies adjacent to Moores Creek and its associated floodplain. The Rivanna Water and Sewer Authority would like to request a waiver from stormwater detention requirements, citing section 17- 3145.6 of the Albemarle County Code which states: luncl dCVClnl)nlc'nt 01 a poll roll c, f ct hilld th'l'c'lnpliwilt u'hc't c' illy Mild 1,4' culjcrc'c'Iti t1, a /lock/ plain, cult/ tllc' r c/c'nuul.etrcltc'cl to t1w IY'cl.4nllcthh' .4cviS /[trtil,n o/ lhc' pi t (u1111ol itv 1hut o / / IIIII)l 1,I' lltllc'I pi - ovi, , oll'4' /1,i" 1/w chs1 , n47110u1 Of '% f' ll'tIt( IIt II(! // IvoItIt1 l'c/Il (III t' 111 hc'ttc'I s1't - 1'1' th(' I)IIh /11' illlc'I - 1'.4t ulid Su/r'iY, cold 1 /ICtt scrch 11wthod c,f dispo,4itinrl 11 - oldel 111 tidI c'I ct /fc'rt dolvil tl'c'uill rtic'S ol s7rrcml c'huluu'/.4; " Nen Yuck tJV • P [III 7 Cie Iphia. PA • RPigh NC • Lhamtip NC • GiePI ,bore NC • Cha,I,ston SC -At I anta GA • Faufax VA • Hampton Road,. VA • Baltimore MD • Cnu Innati OH • HaIP,tvund FL • Boca Raton. Fl • Miami FL HAZEN AND SAWYER Stormwater calculations are provided with this submittal for the areas in which impervious surfaces and proposed drainage piping have been added todemonstratetheabilitytoconveystormwaterflowtothecreek. A waiver for a landscaping plan is also requested as a result of the unique use ofthesite. Description of Stormwater Calculations Two areas exist where modifications or additions were made to the stormwaterdrainagepiping. Area 1, which is located on sheets C13, C14, C16, and C17, and Area 2, whichislocatedonsheetC12. Area 1 For construction purposes, a segment of existing roadway must be demolished. This roadway will be replaced at the conclusion of work. For this reason, theexistingstormwaterpipingsystemintheareawillberemovedandanewsystemwillbe installed in its place. In the attached figures, profiles, and calculations for Area 1, the newpipinginthenetworkislimitedtopipes2 -6, and 8 -10. All other piping in this area is existing, and will remain as such through the duration of the project. The entire network in this area was modeled to verify the total capacity of the system, and the attached calculations demonstrate that the storm drain pipingsuccessfullyconveysflowtothecreek. Area 2 This area consists of two new facilities and a proposed access road. Storm drainpipingisaddedtodrainthisarea, and connects to an existing network. The proposed storm water piping is represented in the attached figures as pipes 5 -8, with existingpipinglabeled1 -4. This network was modeled to verify the total capacity of the system, and the attached calculations demonstrate successful conveyance of flow to the creek. Sincerely, HAZEN AND SAWYER, P.C. Matthew D. Buswell, PE MDB:mdb Principal Engineer Attachment