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HomeMy WebLinkAboutSE202200022 Application 2022-04-12APPLICATION FOR A SPECIAL EXCEPTION ® Request for a waiver, modification, variation or ❑ Variation to a previously approved Planned substitution permitted by Chapter 18 Development rezoning application plan or Code of Development OR ❑ Relief from a condition of approval Provide the following 1 copy of a written request specifying the section or sections being requested to be waived, modified, varied or substituted, and any other exhibit documents stating the reasons for the request and addressing the applicable findings of the section authorized to be waived, modified, varied or substituted. Project Name Provide the following 1 copy of the existing approved plan illustrating the area where the change is requested or the applicable section(s) or the Code of Development. Provide a graphic representation of the requested change. ® 1 copy of a written request specifying the provision of the plan, code or standard for which the variation is sought, and state the reason for the requested variation. Current Assigned Application Number (HS, HO, CLE, SDP, SP or ZMA) Tax map and parcel(s): 59-15A Applicant / Contact Person Eric Woolley, PE Address 210 5th Street NE City Charlottesville State VA Zip 22902 Daytime Phone# (434 ) 973-0045 Fax# ( ) Email ewoolley@woolley-eng.com Owner of Record Ivy Road RE LLC Address 800 E Canal Street Ste 1900 City Richmond State VA Zip 23219 Daytime Phone# ( ) Fax# ( ) Email County of Albemarle Community Development Department 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 Revised 7/l/2021 rM V an If the person signing the application is someone other than the owner of record, then a signed copy of the "CERTIFICATION THAT NOTICE OF THE APPLICATION HAS BEEN PROVIDER TO THE LANDOWNER" form must be provided in addition to the signing the application below. (page 3) Owner/Applicant ust Read and Sig By signing this application, I hereby certify that I own the subject property, or have the legal power to act on behalf of the owner of the subject parcel(s) listed in County Records. I also certify that the information provided on this application and accompanying information is accurate, true, and correct to the best of my knowledge. By signing this application, I am consenting to written comments, letters and or notifications regarding this application being provided tome or my designated contact via fax and or email. This consent does not preclude such written communication from also being sent via first class mail. Signature of Owner f Agent / Contract Purchaser Print Name FOR OFFICE USE ONLY APPLICATION# By who? Receipt # Date Daytime phone number of Signatory Fee Amount s '�3 Date Paid Revised 7/1/2021 1 10 CERTIFICATION THAT NOTICE OF THE PLICATION HAS BEEN PROVIDED TO THE LANDOWNER This form must accompany this zoning application if the application is not signed by the owner of the property. I certify that notice of the application for, [Name of the application type & if known the assigned application #] was provided to [Name(s) of the record owners of the parcel] the owner of record of Tax Map and Parcel Number by delivering a copy of the application in the manner identified below: LlHand delivery of a copy of the application to [Name of the record owner if the record owner is a person; if the owner of record is an entity, identify the recipient of the on record and the recipient's title or office for that entity] Date Mailing a copy of the application to [Name of the record owner if the record owner is a person; if the owner of record is an entity, identify the recipient of the record and the recipient's title or office for that entity] on to the following address [Address; written notice mailed to the owner at the last known address of the owner as shown on the current real estate tax assessment books or current real estate tax assessment records satisfies this requirement]. Signature of Applicant Print Applicant Name Revised 7/1/2021 April 11, 2022 MEMORANDUM To: Mr. Kevin McCollum, Senior Planner County of Albemarle, Virginia From: Mr. Eric Woolley, PE Woolley Engineering Regarding: DS Tavern (TM 59 P 15A) Special Exception Narrative We request a special exception for a waiver to Albemarle County Code Section 18 for disturbance to the use buffer for the purpose of installing necessary underground utilities. The 1.98 acre parcel is located at 3449 Ivy Road in Albemarle County and is located in the Samuel Miller magisterial district. The site is home to the DS Tavern that was built in 1740 and is currently included in the National Register of Historic Places. Special Exception Waiver for Disturbing the Use Buffer Required by County Code Chanter 18, Section 21.7 for the Purpose of Installing Utilities Sec. 21.7 - Minimum yard requirements. The minimum yard requirements in the commercial districts are as follows: c. Use buffer adjacent to residential and rural areas districts. For the purpose of this subsection, a use buffer shall not be required when a commercial zone is across a street from a residential or rural area district. No construction activity including grading or clearing of vegetation shall occur closer than 20 feet to any residential or rural areas district. Screening shall be provided as required in section 32.7.9. The board of supervisors may waive by special exception the prohibition of construction activity, grading or the clearing of vegetation in the use buffer in a particular case upon consideration of whether: (i) the developer or subdivider demonstrates that grading or clearing is necessary or would result in an improved site design; (ii)minimum screening requirements will be satisfied; and (iii) existing landscaping in excess of minimum requirements is substantially restored. The DS Tavern project site has a primary zoning of Commercial (C1) which requires a use buffer when adjacent to Residential and Rural Areas (RA) districts as defined in County Code Chapter 18, Section 21.7. This use buffer does not allow for any grading or clearing of vegetation without a special exception. A special exception for disturbance of this buffer would allow for three necessary improvements: 1. A new septic conveyance line running through the use buffer and leading to a new drain field that is not located within the buffer, 2. Burial for an underground propane tank located partially within the use buffer, 3. Maintenance and improvements to the existing stormwater conveyance channel located wholly within the use buffer. WooLLEY ENGINEERING 210 5th Street NE (434) 973-0045 Charlottesville, Virginia 22902 MA WGGLLEY ENGINEERING An extensive soil survey has been performed on the site and there is only one location suitable for a new septic drain field. In order to access this drain field location, we have carefully aligned the underground conveyance piping to avoid existing critical slopes, minimize disturbance within the existing stream buffer. There will ultimately be no visual impact to the use buffer after installation of the septic conveyance piping is complete. Burial of the proposed propane tank will help preserve the historical character of the site. There is currently no vegetation in the location for the proposed buried propane tank. This improvement will have practically no visual impact to the use buffer. The improvements we are proposing to the existing stormwater conveyance channel will reduce the impacts of scour and erosion. The existing screening landscape located between the channel and the neighboring property would not be disturbed and will remain in place. All disturbed areas will be restored to their current condition or better upon completion of the proposed improvements. I hope that this narrative, in combination with the attached site plan sheets have provided adequate information to grant the above listed special exception. Please do not hesitate to call with any questions or concerns. Thank you for your time and consideration. Sincerely, Eric Woolley, PE Attached: (1) Electronic PDF copy of Select DS Tavern Site Plan Sheets Cc: Michael Matthews, Matthews Development Company Natalie LaRoe, Matthews Development Company \ /390749.126/1146�623. 8 LIMITS OF DISTURBANCE (TYP) P \ \ 38 poplar \\\so0 e \\ / myrtle Y re 523 \ . m r tree / ° dbl dogwo d 5 dogwood' s agnolia N� ° 23 hardwood � � I I \ \�" \ \ `•',••�`• ------------- Ink L �2rAj o /1 hemlock v �o \ FD F FD / "'dbl hemlock F� \ 24" pin oak dbl hemlo/ �� / 4- 7hemlock / Ids 53� tk mm/ / j \\\ " 0.602 tri hock / °f dogwood 1 \ \ / / i` � �\ I c I-Z� hemlo / / ruit /12" hemlaTik P n I a / tiC� dogwood 5 14„he lock u) S Al \ 1 SN J Ex. Rock Wall / 52 Myrtle N\ / \ � _ _ _ S33 i 4 z\ . \ dogwood SITE 534 SEOE VICINITY SITE PLAN SHEET GRADING 535 J/ fx 100 FOR ADDITIONAL SPOT ogv I / t� \ R°°k ///� %\ \ E EVATIONS \ PLAN 53539�� � 53 2" walnut uildi g 5�� 6 \ \ \ \ — \ \ Job Number: _24" 22010 �\/\ 528� \ 5�- —� _� \ s -� of yr oX = 9r �/ / �- \ ERIC W. WOOLLEY 9 S3 \ \\ \ \ \ Nrn A LIC. NO. 37088 a 212" walnut \ \�9 15" poplar 548 10" cedar — 5 Date: 549 �— 16" poplar 5 O \ 54 5 0 �o� TMP 59-15A \ \ / ° dbl walnut \ \ \ \ \ \ SN \ April 8, 2022 8" poplar 1.98 Acres \ \ \ Q 5 \ Revision: I \ \ \ \ \ \ \ 50 walnut \ M \ \ \ walnut 18" waln� \� \� \� 5 Se \ 14" cherry 10" poplar \ 12" w Inut 18" walnut 18" walnut \ SS � � � �� \ \ \ \ Q \ � • lsbappl\ P.N \ \ \\S\ \5„dogw \. \Inut \ \ \ I I \ I 6 alnut \ \ \ �\ 55� — — \ �� \ \ \� \ \ \ \ osed S • Aso \ �\ \ 1 I I \ \ Sc'g \ \ 18" walnut �'_'.--- - a \ I \ \ \ 1 \ I \ N9 \ V '� \\ S \ \ 1 I \ \ S \ / � 1�wal\ \ \ v \ 8" walnut }� S \ Brick 761— -S�S�105" �gw d 10 1 Story , s, EE 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WPO/VSMP PLAN AMENDMENT �I �Q z_ z Q)LLJ % 1:: E J W Q ry Q LLJ m Q ' ) v ILL O Z O U Scale: 52 \ Sheet No.: 2\ 2 C401 S�' 3a 5 of 19 copyright © 2022 by Woolley Engineering 3907309.120/11463623.028 / 559 44 SSH 4aj REV 18" walnut _ S C�IN7CONTI Pole S N(1ED) 20'-walnut/ 561-RESE.RV�A_2,300 sf / y (4) LOW PRESSURE DISTRIBUTION LINES ^ 2 - TO BE INSTALLED ON CONTOUR 36" DEPTH TRENCH 9" GRAVEL BELOW CENTERLINE OF DISTRIBUTION LINE / 4" RIVER ROCK OUTLET / 3" GRAVEL ABOVE CENTERLINE OF DISTRIBUTION LINE / 1,000 GALLON MID SEAM CONCRETE / PROTECTION - 9' LENGTH /jT PUMP TANK - DEEP BURIAL5 3 \ ORENCO MVP S1 /2 DM FLOAT SYSTEM / <1-VALVE BOX2 (TYP) we ZOELLER El91 PUMP // LOCATION OF UNDERGj 'PROPANE TANK (BYS* e,� 1,000 GALLON TOP SEAM CONCRETE ODrainfield Area Outfall 31 / / QSEPTIC TANK - DEEP BURIAL 12" ES-1 /24" RISERS WITH LIDS Rim = 525.00 -� _ _ ZABEL A300 12X20 VC BALL EFFLUENT FILTER �' / / VA y I ` 2" SCH 40 PVC PRESSURE MANIFOLD / 92' - 4" FOUNDATION DRAIF - - POST MOUNTED KNOX BOX p -� 9' (MIN) /Q / p VALVE BOX 1 (TYP) \ 20" walnut NOTE: / �L 24 4" SCH 40A1N SEE SANITARY SEWER PLAN ,ir 'Iq' / GRp`VtN� $ \372 AND PROFILE ON SHEET C5.1 `�" --- e�ti f _ S/ W1 \ . /8 e\ 6 \ \ FOR ADDITIONAL DETAILS Q S Q L S 4 S C p 0.602 F9601 \ 0 Pole UAFFLU rirt Nss Outfall 1 12" ES-1 \ I / Rim = 520.50 D151 FD FD FD FD D Ri = 524 00 �p rU FD \P 8 = 50.40 peg= 60 p DL=521.3 \ w� \p \ � � Ex. Outfall 3 wC 20" ES-1 w/ Q� J Rim = 521.00 I 4" RIVER ROCK OUTLET PROTECTION - 31' LENGTH TIE-IN NEW PIPE TO EXISTING ` 7s'iyopF�QQ CAPPED PIPE 1 \ EXISTING WATERLINE APPROXIMATE LOCATION SHOWN. CONTRACTOR SHALL FIELD -VERIFY AND NOTIFY I O \4- ENGINEER OF ANY CONFLICTS / L O h DI4 Ri h /Q0 4 Rim = 522.00 Pipe 8 = 519.40 a� & Pipe 3 - 519.40 °tea 5� TIE-IN NEW PIPE TO EXISTING \ _ .'QRe CAPPED PIPE UNDERGROUND KOI POND \ F Pipe 25 - 525.30 U pipe j EQUIPMENT TIE-IN SHOWN. \o , Flee 20' 8;,3 \ H (INSTALLATION BY OTHERS) e\oce 'a \\ O 53, 6 pVC 1 03' 1? "Op / YD 16 STORM SCHEDULE F Rim = 525.90 I', 0 RDL 10 Pipe 18 = 520.70 LEGEND \ cf Rim = 526.40 h0 \ Pipe 21 = 520.90 °�e Pipe 17 = 525.40 h p �j- Pipe 19 = 524.50 APPROX. =APPROXIMATE YD 10 \ ' o ro a � BOW = BOTTOM OF WALL Rim = 526.20 \ a 2 Mry 7/ o / \ \ RDL = 524.50 CO = CLEAN -OUT rn Pipe 13 = 523.70 °�e n �i o. / Pipe 20 = 524.70 CONC. =CONCRETE Pipe 14 = 523.70 YD 11 a ?� DB = DEED BOOK Rim = 526.00 x`'u DEL = DOUBLE \ Pipe 14 = 524.00 YD 12 oc F•'T DI = DROP INLET \ Pipe 15 = 524.00 Rim = 526.10 k lyoj °i p / Ex. DI 15 DIA = DIAMETER Vi 2 RDL = 524.50 Pi e 15 - 524.60 YD 13 / �� 12g, oe2q. 72 pe2 x ti a �i CHU = ELECTRIC OVERHEAD \ , O Pipe 15 = 524.60 Rim = 526.10 oaf 6"pV S' 6' p Fame a / Rim = 524.00 Pipe 16 = 525.10 \ C �C uildi ,�i ape Pipe 3 = 519.80 / Pipe 18 = 520.20 ELEV = ELEVATION I \ RDL = 524.60 Pipe 17 = 525.10 g °°£\ 9 o p EP = EDGE UI PAVEMENT c / iG 1 . Pipe 4 = 520.00 \ EQUIP. =EQUIPMENT \ G �e� y EX = EXISTING FFE =FINISHED FLOOR ELEVATION YD 19 U Vl HDPE = HIGH DENSITY POLYETHYLENE PIPE I 1 Q JG QQ HPipe 244 = VAC = HEATING, AIR CONDITIONING \ \ Rim = o JG� INST = INSTRUMENT = 5525.00 I 2\ Pipe 25 = 525.00 q JB = JUNCTION BOX (2) RDL = 525.00 SD 20 YD 18 I PVC = POLYVINYL CHLORIDE PIPE 1 rn \ Rim = 525.85 Rim = 526.10 RDL = ROOF DRAIN LEADER Pipe 22 = 524.50 Pipe 35 = 524.95 SBL = SETBACK LINE s Pipe 24 = 524.50 C ' ' ID Inv = 525.20 SQ. FT. = SQUARE FEET �Q° Pipe 23 = 524.50 YD 17 �h 2 ID Inv = 524.95 S , Rim = 525.75 C CHIT = TELEPHONE OVERHEAD �� �/9" Pipe 21 = 522.75 TOW = TOP OF WALL p SD 21 TYP =TYPICAL f 96' F \ Pipe 22 = 524.25 Ex. DI 40 \ Rim = 526.10 WL = WATER LINE Rim = 531.00 Rim = 526.05 ? = UNKNOWN OR UNVERIFIED LOCATION Pipe 4 = 521.00 \ \ Pipe 23 = 525.20 S \ sry0 N 40 ) Pipe 5 = 524.00 ID Inv = 525.27 LINE LEGEND \ \C, \ A 20\ TMP 59-15A J Pipe 6 = 524.50 \ ID Inv = 525.05 = EX. CONTOUR y40 9Q Gs 1.98 Acres = PROP. CONTOUR S °LC APPROX. LOCATION OF 6" C =CONDUIT F FD =FOUNDATION DRAIN \CORRUGATEDPE UTFALL \Op C, FTe F,� � WITH UNKNOWNNORIGIN. p =GAS LINE ,�/q� \ n TIED -IN TO SIR 15 _.-.-.-.-._= LOW VOLTAGE ELECTRIC f -SS-SS- = SANITARY SEWER LINE =STORM PIPE FA / _® =UNDERGROUND ELECTRIC LINE fT/0 WL =WATERLINE \jLp \ rI CAPPED STUBOUT FOR FUTURE �F�O 1ry EXPANSION OF DRAINAGE SYS- 41 > Exposed J _ S Rock \ S Ex. DI 41 10 0 10 20 S \ Rim = 539.00 Pipe 5 = 533.00 Scale: 1" = 10' S S _ SEPTIC DRAINFIELD INSET Cy4 SCALE: 1" = 10' ' / / S p(,c�� C MH b p\ Rim = 525.00 \ DI 32 S / o S . q/iy 0Pipe 9 = 521.80 \ p. %1 / Rim = 528.00 C I . Pipe 10 = 522.50 Pipe 32 - 52520 / 34 Q / C �_ ! / (2) RDL 522.65 '0 Pipe 33 = 526..00,� Pipe 34: 15- 6" PVC / '' ... C) / p Pipe 34 = 526.00 32 1 o. YD 34 �00LP Rim = 527.50 Existing C \ G pip Pge(d Pipe 34 = 526.50 ,_ QJ e 9•S _ Filter 1 Story o s O Frame io„YD 33 p °L Rim = 528.00 / S / O Pipe 33=527.00 Q N Q a �\ s 33 o w<\ \Fe`- ' O YD 7 w�\ QV �V• C Rim = 526.00 Fir Q\Qe�QJ Pipe 10 = 523.00 H qC Pipe 1 1 = 523.00 oii`k YD 9 1� p ptlo Rim = 527.55 � i �g Pipe 12 = 526.05 8 8 pia' ) I " / RDL = 526.55 Pipe 12: 21.2' - 6" PVC VC 5 O O l r pjpe S pond m !q 2p".8„pl RDL 13 / / C( � _ Rim = 526.20 <\ g r YD 8 1 j Pipe 19 = 525.20 \ / / Rim = 526.50 X Pipe 1 1= 523.50 Q e\\\\\ Pipe 12 - 525.00 a o p _ '� IR g ( Pipe 13 = 523.50 'oe 206"p Ex. Rock Wall �Uce� �4 RDL 12 \\p�C \ APPROXIMATE LOCATION OF ° e 2 Rim = 526.30 N Structure No. Inlet Type Rim Invert In Invert Out Downstream Pipe Note 1 ES-1, 12" 520.20 519.00 Outfall 2 24" x 24" DI 521.50 519.50 70' - 12" HDPE 3 ES-1, 20" 521.00 - 519.00 Outfall 4 24" x 24" DI 522.00 519.40 519.20 44.2' - 20" HDPE From 5 - - - 519.40 - - From 15 5 24" x 24" DI 524.00 520.60 520.40 50.4' - 15" HDPE - - - 521.35 - - From RDL 6 MH-1 525.00 522.50 521.80 57.3' - 10" PVC - - (2) 522.65 - - (2) RDL 7 YD, 8" 526.00 523.00 523.00 41'- 8" PVC 8 YD, 8" 526.50 525.00 523.50 10'- 8" PVC From 9 - - 523.50 - - From 10 9 YD, 8" 527.55 - 526.05 21.2' - 6" PVC - - 526.55 - - From RDL 10 YD, 8" 526.20 523.70 523.70 8'- 8" PVC 1 1 YD, 8" 526.00 524.00 524.00 20'- 8" PVC - - (2) 524.50 - - (2) RDL 12 YD, 8" 526.10 524.60 524.60 10'- 8" PVC - - 524.60 - - From RDL 13 YD, 8" 526.10 525.10 525.10 7- 6" PVC 14 - - - - Reserved 15 DI-1 524.00 520.20 519.80 34'- 18" HDPE From 16 - - 520.00 - - From 40 16 YD, 8" 525.90 (2) 524.50 520.70 30.3' - 12" HDPE (2) RDL - - 520.90 - - From 17 - 524.70 - - From 21 17 YD, 8" 525.75 524.25 522.75 32'- 8" PVC 18 YD, 8" 525.85 524.50 524.50 12.5- 6" PVC From 19 - - 524.50 - - From 20 19 YD, 8" 526.00 525.00 525.00 12.5- 6" PVC - - (2) 525.00 - - (2) RDL 20 SD, 6" 526.10 524.85 1 1' - 6" PVC 21 SD, 6" 526.10 524.90 5.3' - 6" PVC 31 ES-1, 12" 525.00 523.60 Outfall 32 DI-1 528.00 526.00 525.20 79.5- 12" HDPE From 33 - - 526.00 - - From 34 33 YD, 8" 528.00 - 527.00 19.5- 6" PVC 34 YD, 8" 527.50 - 526.50 15- 6" PVC 40 DI-1 531.00 524.00 521.00 57' - 20" HDPE From 41 - - 524.50 - - From 42 41 DI-1 539.00 - 533.00 47' - 12" HDPE E E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville° Virginia 22902 (434) 973 ° 0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WPO/VSMP PLAN AMENDMENT Q Z_ 7� Z Q) LLJ W Q Q Q � Lu CYl Q LL Z Oo U SITE UTILITIES PLAN Job Number: 22010 oTH OF ERIC W. WOOLLEY 9 A LIC. NO. 37088 a 0�4�Ssr0NAL ' �C,% W Date: April 8, 2022 Revision: Scale: 1 " = 10' Sheet No.: C5e0 6 of 19 copyright © 2022 by Woolley Engineering