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Home My WebLink AboutWPO201900025 Application 2019-03-28 +04 ' ll {. community Development Department "' iiU ��A/bEC)')e'�/"�@ Count 401 Mc1 'toad Charlottesville,VA22902-4596 ;r''_®"2^1 Vo 134)29659V Fax (434)972-4126 y',n,,;y jplanningApplication _ PARCEL/ OWNER INFORMATION TMP , , 014 0 0-0 0-0 0-01DA0 Owner(s): INNISFREE INCORPORATED '' - ` Application# . WP0201900025 - , PROPERTY INFORMATION Legal Description ACREAGE - ' I,::.I Magisterial Dist. Hall �' --.-I!j Land Use Primary�emi-public�--..,;._.,.._.:_....;,.. '� %) Current AFD Not in A/F District j; Current Zoning Primary Rural Areas - t.Ta APPLICATION INFORMATION Street Address A 5604 INNISFREE LN CROZET, 22932 Entered By ApplicationT a • Jennifer Pritct® YP Water Protection Ordinances L�J 4 1 2019 Project Innisfree.Village,- VSMP . , Received Date 03/28/19 Received Date Final . . Submittal Date Total Fees Closing File Date Submittal Date Final Total Paid Revision Number • Comments ' G I , • - ,. !. , {^ Legal Ad i - - fa- , • • a. '< FtP SUB APPLICATION(s) :Type " SubApplicatio :• Comment .. . . ;rr�<.•.°<< APPLICANT/CONTACT INFORMATION ' ContactType•: , ` - - •Name, ' - '•^ Address''. . . CitWState Zip . , Phone •:PhoneCell` OrmeeApptic,nt-,;;.!INNISFREE INCORPORATED,; 7 ,,, ,i',5505 WALNUT,LEVEL RD. CROZETVA ' .22932, `4343235400 - Prirnary Contact `STEVEN L DRIVER ?2374 STUARTS DRAFT HWY STUARTS ORAFi, 24477 5403374591 AJ�' ,tic ..a` ,. .. , ,w . r • , I , • F Signature of Contractor or Authorized Agent Date Virginia Stormwater Man nent Program (VSMP) �! ` Application for Albemarle County Project Name: Innisfree Village (The name should be the same as it appears on plans) Is this an amendment to an approved plan? Yes 0 No Is this a revision or resubmission for review? Yes 0 No County File Number: _ (to be provided by the County for new applications) The following are required elements of new applications [from code section 17-4011. For revisions or amendments,please indicate which items are being amended. Signatures must be provided for any submission. ® A. Signature of the 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 as required to ensure compliance with the approved plans and permits. i� 14-10A0 Innisfree, Inc. t cou %Ptak fwTaisfretTne. 3/27/1 9 Tax Map&Parcel Print Name of Owner Signature of Owner Dad 14-10A3 Innisfree, Inc. a. W &-:-nay _Inc 3/Z7/19 Tax Map&Parcel Print Name of Owner Signature of Owner Date /� 14-10F0 Innisfree, Inc, _/ %Latin -Fi,r jnnr.rfrrr.$ne. , 3/l7/I Tax Map&Parcel Print Name of Owner Signature of Owner Date 14-10F1 Innisfree, Inc. �� ete_, L f�,1nna-cee, . s/27/t' Tax Map&Parcel Print Name of Owner signature of Owner Date Contact Information for the Owner(s)to receive correspondence; Print Name inniSfree Srlcoceora'Feai Address /�5S I A Jra,�ytlr Vet RA - V City Orb2ef r� State Zip ZZ932 Daytime Plhone(13%%) R7...�-`JtoZ E-mail V11\a3e d{rcdor �innii+re' vi tkje. 6nj Rpwicrd 117/WAR Pawn 1 M.) ® B. All Fees [Code section l',-z,vd] For new or modified plans, Total acres proposed to be disturbed(3 0� 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,$150 ® C Registration Statement on the official DEQ form. ® D. Erosion and Sediment Control Plan satisfying the requirements of code section 17-402. ® E. Stormwater Management Plan satisfying the requirements of code section 17-403. ® F. Pollution Prevention Plan satisfying the requirements of code section 17-404. ® G. Stormwater Pollution Prevention Plan satisfying the requirements of code section 17-405. N/A ❑ H. Mitigation Plan satisfying the requirements of code section 17-406 for any proposed disturbance of stream buffers. N/A 0 I Requested Variations or Exceptions as provided in code sections 17-407 and 408. N/A 0 J. Construction Record Drawings(as-builts)for any existing facilities in the proposal satisfying the requirements of code section 17-422. Provide 2 copies of all plans and any supporting documents. Professional seals must have original signatures. Additional information if not provided on plans and documents: Name of a Contact Person for correspondence(usually the plan preparer,consultant or agent) Print Name Terra Engineering and Land Solutions, PC, Steven L Driver Address 2374 Stuarts Draft Hwy City Stuarts Draft State VA Zip 24477 Daytime Phone(540) 337-4591 E-mail sdriver@terraengineering.net *When applications and plans are reviewed, but not approved,and a response to comments is not received within 6 months from the date of county comments,the application will be deemed withdrawn.Applications without valid owner's signatures will not be considered valid. FOR OFFICE USE ONLY WPO# Fee Amount$ Date Paid By who? Receipt# Ck# By Revised 07/24/18 Page 2 of 2 j )TERRA ENGINEERING AND 2374 STUARTS DRAFT HIGHWAY,SI IJARTS DRAFT,VA 24477 LAND SOLUTIONS, PC PH.(540)337-4591 FAX (540)337-5291 Innisfree Stormwater Summary The project is to demolish seven(7)attached residential buildings and replace them with two (2) single detached residential buildings. As part of the project, a paved tennis court, basketball court, and storage buildings are planned to be demolished. The result will be a reduction in impervious land cover and reduction in total water runoff from the site. The new impervious areas will produce a phosphorous load which is planned to be removed by using the VA DEQ Stormwater Design Specification No. 3, Grass Channels. Since sheet flow runoff will come from the upland areas to the west behind each new building,rear yard grass channels are planned behind each separate residential building. Three(3) channels, one (1)behind the upper building and two (2)behind the lower building, will achieve full phosphorous removal as quantified on the VRRM Spreadsheet. The impervious roof runoff from the rear(west)portion of each building will be directed into the planned grass channels. The front(east)rooftop areas do not require treatment. The overall drainage area is divided into two (2)halves: one part flows northwards and the other part flows southwards. A portion of the north flow is captured by a natural drainage channel. This channel has been evaluated for both pre and post runoff on a 2-year and 10-year storm. The remainder of the north drainage area sheet flows down the slope below the natural ravine. The second part flows southwards as sheet flow. Three (3)E&S Design Specification 3.21, level spreaders are planned, one(1) at the end of each of the grass channels. The flow volume in the very short, south swale behind the upper(west)building does not warrant a level spreader. PLANNING+CIVIL ENGINEERING+LAND SURVEYING W W W.TERRAENGINEERING.NET Fee Received Ra ived ate RECEIVED Received By MAR 2 0 2019 COMMUNITY DEVELOPMENT