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Home My WebLink AboutWPO201600047 Application 2016-06-22 '� $'h : Albemarle Coup' CommunityDevelopmentDepartment 401 h eRoadCharlottesville.VA22902-4596 :(434)296-5832 Fax:(434)972-4126 4,1.---,, ,' Planning Application PARCEL/ OWNER INFORMATION TMP 07800-00-00-047A0 Owner(s): FAITH CHRISTIAN CENTER INTERNATIONAL INC Application# WPO201600047 PROPERTY INFORMATION Legal Description I ACREAGE FAITH CHRISTIAN CENTER INTERNA Magisterial Dist [SCOttsville .� Land Use Primary Residential-- Mobile home U Current AFD [Not in A/F District v Current Zoning Primary( Rural Areas APPLICATION INFORMATION Street Address 2184 RICHMOND RD CHARLOTTESVILLE,22911 Entered By Application Type odd Sh�fflett PP YP Water Protection Ordinances 16/22;2016 Project Faith Christian Center International Received Date 06/14/16 Received Date Final Submittal Date Total Fees 350 Closing File Date Submittal Date Final Total Paid 350 Revision Number Comments Legal Ad SUB APPLICATION(s) Type Sub Applicatio Comment Erosion and Sediment Control Plan APPLICANT /CONTACT INFORMATION ContactType Name Address CityState Zip Phone PhoneCell QwneriApQIicarrt FAITH CHRISTIAN CENTER P 0 BOX 2306 CHARLOTTES'VILL 22902 Primnry Ccrtaet 'JEREMY FOX 4914 MONTICELLO RD. CHARLOTTESVILL '22902 4349770205 Signature of Contractor or Authorized Agent Date **06001 1`or ALh, Virginia Stormwater Management Program (VSMP) Application for Albemarle County Project Name: Faith Christian Center International (The name should be the same as it appears on plans) Is this an amendment to an approved plan? Yes No ❑ Is this a revision or resubmission for review? Yes ❑ No ❑ County File Number: WPO201400070 (to be provided by the County for new applications) The following are required elements of new applications[from code section 17-401]. For revisions or amendments,please indicate which items are being amended. Signatures must be provided for any submission. 11A. Signature of the Property Owner for each parcel: (Required with every submission or revision, NOT TO BE SIGNED BY AN AGENT OR CONSULTANT) By signing this application as the owner,I hereby certify that all requirements of these plans and permits will be complied with,and I have the authority to authorize the land disturbing activities and development on the subject property. I hereby grant the County of Albemarle the right to enter upon the property .. required to ensure compliance with the approved plans and permits. 410 07800-00-00-047A0 FCCI-Attn:Pastor Wayne Frye II '43-/ 6 Tax Map&Parcel Print Name of Property Owner Signatue . Owner Date Tak Map&Parcel Print Name of Property Owner Signature of 0 er Date Tax Map&Parcel Print Name of Property Owner Signature of Owner Date Tax Map&Parcel Print Name of Property Owner Signature of Owner Date Contact Information for the Owner(s)to receive correspondence: Print Name Jeremy Fox Address 914 Monticello Rd. City Charlottesville State VA Zip 22902 Daytime Phone(434) 977-0205 E-mail jfox@roudabush.com 7/1/14,Revised:7/10/14 Page 1 of 2 ❑ B. All Fees [Code section 17-208] For new or modified plans; Total acres proposed to be disturbed Acres to be Total Fee Fee Due with this Fee with Transfer or disturbed Application modification of permit Less than 1 $290 $145 $20 1 and less than 5 $2,700 $1,350 $200 5 and less than 10 $3,400 $1,700 $250 10 and less than 50 $4,500 $2,250 $300 50 and less than $6,100 $3,050 $450 100 100 and more $9,600 $4,800 $700 For(minor)amendments to an approved plan;$200 per review Variances;$150 Mitigation Plan;$150 ❑ C. Registration Statement on the official DEQ form. ❑ D. Erosion and Sediment Control Plan satisfying the requirements of code section 17-402. O E. Stormwater Management Plan satisfying the requirements of code section 17-403. ❑ F. Pollution Prevention Plan satisfying the requirements of code section 17-404. O G. Stormwater Pollution Prevention Plan satisfying the requirements of code section 17-405. O H. Mitigation Plan satisfying the requirements of code section 17-406 for any proposed disturbance of stream buffers. II. Requested Variations or Exceptions as provided in code sections 17-407 and 408. ❑ J. Construction Record Drawings (as-builts) for any existing facilities in the proposal satisfying the requirements of code section 17-422. Provide 2 copies of all plans and any supporting documents. Professional seals must have original signatures. Additional information if not provided on plans and documents: Name of a Contact Person for correspondence(usually the plan preparer,consultant or agent) Print Name Jeremy L.Fox Address 914 Monticello Rd. City Charlottesville State VA Zip 22902 Daytime Phone(434) 977-0205 E-mail jfox@roudabush.com *When applications and plans are reviewed,but not approved,and a response to comments is not received within 6 months from the date of county comments,the application will be deemed withdrawn. Applications without valid owner's signatures will not be considered valid. FOR OFFICE USE ONLY WPO# [ I % 1 Fee Amount$ Date Paid CI II'I v By who? �C- —1 v-‘,Receipt#j qv( Ck# V L 602- By � 7/1/14,Revised:7/10/14 Page 2 of 2 Channel Report Hydraf low Express by Intelisolve Tuesday,Jun 14 2016 Faith Christian Detained Outfall (D- Line) Trapezoidal Highlighted Botom Width (ft) = 2.00 Depth (ft) = 0.44 Side Slopes (z:1) = 2.00, 2.00 Q (cfs) = 10.00 Total Depth (ft) = 1.00 Area (sqft) = 1.27 Invert Elev(ft) = 100.00 Velocity(Ws) = 7.89 Slope (%) = 21.50 Wetted Perim (ft) = 3.97 N-Value = 0.040 Crit Depth, Ye (ft) = 0.72 Top Width (ft) = 3.76 Calculations EGL(ft) = 1.41 Compute by: Known Q Known Q (cfs) = 10.00 Elev(ft) Section Depth (ft) 102.00 2.00 101.50 1.50 101.00 1.00 100.50 0.50 100.00 0.00 99.50 -0.50 0 1 2 3 4 5 6 7 8 Reach (ft) Nos Channel Report Hydraflow Express by Intelisolve Tuesday,Jun 14 2016 Faith Christian Detained Outfall (D- Line) Trapezoidal Highlighted Botom Width (ft) = 2.00 Depth (ft) = 0.44 Side Slopes (z:1) = 2.00, 2.00 Q (cfs) = 10.00 Total Depth (ft) = 1.00 Area (sqft) = 1.27 Invert Elev(ft) = 100.00 Velocity(ft/s) = 7.89 Slope (%) = 21.50 Wetted Perim (ft) = 3.97 N-Value = 0.040 Crit Depth, Yc (ft) = 0.72 Top Width (ft) = 3.76 Calculations EGL(ft) = 1.41 Compute by: Known Q Known Q (cfs) = 10.00 Elev(ft) Section Depth (ft) 102.00 2.00 101.50 1.50 101.00 1.00 100.50 0.50 100.00 0.00 99.50 -0.50 0 1 2 3 4 5 6 7 8 Reach (ft)