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HomeMy WebLinkAboutSDP199200017 Staff Report 1992-05-12 7 STAFF PERSON: YOLANDA HIPSKI PLANNING COMMISSION: MAY 12, 1992 , SDP-92-017) BOAR'S HEAD INN SPORTS CLUB MAJOR AMENDMENT Proposal: The applicant is proposing to locate three tennis courts to be enclosed with a "bubble" structure for not more than six months of the year on 9.85 acres zoned HC, Highway Commercial and R-1, Residential (see Attachment A) . Reason for Planning Commission Review: Major amendment to a site plan; modification of 4.2.3 .2 to allow grading activities/building on slopes of 25% or greater. Location: Property, described as Tax Map 59D(2) , Section 1, Parcel 15, is located at the southeast quadrant of Wellington Drive and Berwick Road and behind the existing sports club in the Boar's Head development (see Attachment B) . Architectural Review Board Status: The Design Planner for the Architectural Review Board (ARB) has determined this proposal will not be visible from Route 250W. Therefore, Architectural Review Board review of the site plan is not required. STAFF COMMENT: The Zoning Administrator has reviewed this use for conformance to the Zoning Ordinance and determined this improvement to be allowable under nonconformity provisions (see Attachment C) . The applicant requests a modification of Section 4.2. 3.2 of the Zoning Ordinance to allow earth disturbing activities on 25% or greater slopes (see Attachment D) . The Engineering Department has reviewed this request and supports approval (see Attachment E) . In staff opinion, there should be no detrimental affect on aesthetic resource created by this modification. The slope is not visible from adjacent residential properties. Staff opinion is this preliminary site plan is consistent with the Zoning Ordinance regulations and recommends approval subject to the following conditions: RECOMMENDED CONDITIONS OF APPROVAL: 1. The Planning Department shall not accept submittal of the final site plan for signature until tentative 1 _ t approvals for the following conditions are obtained. The final site plan shall not be signed until the following conditions are met: a. Department of Engineering approval of grading and drainage plans and calculations; b. Department of Engineering approval of ..stoxmwater detention plans and calculations; c. Department of Engineering issuance of an erosion control permit; d. Staff approval of landscape plan. 2. Administrative approval •f final site plan. 3 . A Certificate of Occupancy shall not be issued until the following condition is met: a. Fire Official approval. History: (SDP-047) Boar's Head Inn Site Plan - Proposal to locate a sport club. (SDP-78-023) Boar's Head Inn Site Plan - On August 22, 1978, the Planning Commission approved a proposal to add a 97 hotel/motel room, 2, 500 square feet dining room, and 106 parking spaces. (SDP-85-001) Boar's Head Inn - Gift Shop Addition - On February 12, 1985, the Planning Commission approved a site plan addition to the existing gift shop. Comprehensive Plan Recommendation: Urban Neighborhood 7. This site is located in a designated growth area. School Impact: N/A Environmental Conditions: This site is not within a watersupply watershed area. This site contains areas of critical slope which were the results of previous grading areas. Utilities; Fire Protection: Required fire flow is 1,500 gpm at 20 psi. The ISO required fire flow is 1,850. The Deputy Director of Inspections has consulted with a Battalion Chief 2 r . of the Charlottesville Fire Department who indicated that given the fire load, a fire flow of 1,500 gpm is acceptable. Therefore, the Inspections Department has revised its original fire flow requirement to 1,500 gpm. Stormwater Detention/Runoff Control: On-site pond. Approval subject to Department of Engineering approval of stormwater detention plans and calculations and Engineering Department issuance of an erosion control plan. Transportation: No comment. ATTACHMENTS: A - Site Plan B - Location map C - Zoning Administrator Letter D - Request of 4.2. 3 .2 Modification E - Engineering Memo 3 d4l141 TM.•IP ZON/NLJ [-LIE !ATTACH M ENT A A- HARTi-...-_ _SUTLER-59(0)2-4-A-/ (R-/) RES/o&AJGS / 1 13-HOLMES BRGLJN-5960)2-44 13-/ !R-/) R£5/DEAIGE r01 1 G•EMILY k/A7TEPS7nl S90ltJ dt-B Z!R-/J RES/DENGE • Si"' �� 51� / 'k/ �nN bI 41 I Page 2 I 0-/JstN GRosEY- 5'9P(2)-o2-E-9 !R-/) /?£.5/CEA/GC _---V- -_--�_� ,:-` i— , / I E-LUKEGOMBS-59D(Z)-d2-D-9 (R-/) RESIDEMF -- ---- - — — -- -- -��-- 1_ ---- • /,/� / f LUKG GcMGS 590(2) OZ D- /0 !C-/) R£S/GENGF ,SA // I/. I 6-GHARLES X/A/G-59D(Z)'0Z-0-// ei?-/) R£S/ ENGE '' I H-ANJ£ 1/AA/•A2tA/NEGy•590(2) ..2-0-/2(R•/) R£S/GE/.GS I = , Z- 5/RCA/Oat,-TM 75-PARG£L 6 3 YR-/) GOLF GLUE L( Sl l 4 / \ 5 4 A//O +5t3.0 I + / j hI +609 i g BH/EN�RPtKE' , h \; \\ 6XlSr P.4R.c/A!G 'G' \ m (t` ) lF m'1 z < `. t\\ I - 3 40' _S! s0® 6i , \c/' . N 54I.4� Eu S�d5 J % 2 . -- 0 4 ,,,...... rs No Ero a M 4/M �-EX/5r/i4RK/NG AREi1(To B£EL/M/A/ATE� 1-'-tc-'7 / BNl( �N11/y SG Af RG/A1) 5�6 Vf ...AN �- _--- - rl uELL I Nero �" �i C s� \�\ / EScI�iTlh1G �! ..�_ 542 +5v7.9 o T NInll 5 -- S4 O .\\\\ GoURry -- 0` ` 4 11411 FFN2E-- wA LoE / / / E JrER' SES NC < cy'►�S 510 - r _\ y cauaer(3) �\I 9 {�10" BNf HG m BN G 7/ ______ _ _—_____ _ -4- to- X = AV* l � ---\ter-- ---- • \\ �f: 1 \ / , ' I >z�I( \ X . ) \ \ SU2� Eon Dr" \? r z // j r1 NI o) ���� \\ GoURT(2) , ‘� ��`-' RWo _ �i hl l,�I�l �?�a 1 (3)PROPGSED TE�W/5 GDURTS 557.Z (�R( NS ZONING PLA/-/ 4 ADIAGE/Jr PPOPfRTY iu I �� NEB I I I �-- (TCMPORARY A/R STRUGRJRE) (T{P) - _ I u E✓L:72GREENS- I ' I I i '(//6 K /54'x 3 .'M•x.HT.) Go__ - "- WHICH,WHITE { ' I o 0� ,hh0� Fir/.SURFACE S59 \ f°I PINES,2'GAL/Pdt I I. (7vPiGAL) I + I I \ ►v-iir547.7 I I I I i, 4P- 3 1 I I ` r{ p( 7OUTDoor LIGHTING- 558 I I COURT(/) /ooa w(METAL.-HALIDE) OOH/.104HTS(T•(P)- U�, NP I I I ALL LJGHT/NG SHALL OE t 1 I O/REGTF'D at SHIELDED I I I K\\ +557 2 . RES/GEN77AL �� AWAY FROM I PFLWER71E5,,,,,,S,��• I I I \ /OrGH- 1 I I l \, , , \ \ FEN SLINK + a { / - (// j.. 7'-- /` .\ , , _ „,-_ ---,. ,._, --,-,,-ri.-, 5. i 1 \� \ \\o 4'-N/GH NaTrC GOOLL R j �JER� FEMGE . m TY GAsi.E /� 41 c• ` EEC/5)' Illit �• divoarGPoudD \• \ \ b WALK \ 4'-/O"H FE4GE - \?i .-_�,/, L I�/,.�,\"- 555x, •'•'I ✓ • it / 1,), �,,,,i;hilz. , , w___ \; GAGLE D9 Q., D5\c `\ DSO . D50 O D9 O V 5 2 I- ; Y.*` : :,:a Li• _ ;. RECEIVED ED �555.8 ; _• •^�- ti ' ' * i.., Top of FIRE HYORaNT - ( V i Ii- '`{ r4 ,- •.- Tv' = !+y 3NoWN oN DI. ,NO. * (F/NFL.558) , �� r -" <= _�- Y l)U! ':'g , -Or PLANNING DEPT. 5P 2 : EL 570.37 �� Y`J 'i -• , 1. .n _ . _ -X,• 14 .VI611.IIT-{ MAP - .GALE I•- 2000' — PARKING SCHEDULE: - L./Sr Of T/l�sV�NGs -- n • _GEI.IERAL IIJFORMAT10►.I Area •A• (adjacent to [ -PARK/NG f�KE.{5 :4's B -- Port. Club) u .,__________/(-- (SFF BH/ SRO�CTS GyiitEX 511E1'LNJ-Oh16 K0. SP-Z Area •B• (lover Parkin�gj ;; D4J6.NO.$P:I-5/r(PzAkJ'M/5G. Area •c• xas. of Dwalops.nii Boar's Head Inn Sports Club Area -D• (below the sport. Club) �• D/�l6.NO,SP2'SPDIeTS GLL/8 .5/l�PLAJJ, ) SITE PLAN - I'=20=0. tit Owner: Boar's Head Inn Enterprises Total Existing Parking 157 - GE!•!'L.GOrlSYe.$ LIL:HTInIG Developer: Boar's 5.. Inn Enterprises Existing Parking to M Eliminated 31 Plan Pr.p.r.r: Johnson, Craven & Gibson, Inc. TOTAL PARKING ----- 11s SITE PGLAIS.J 4 MISG. Tax Map & Parcel No. TMP-59D (2) -01-15 parking Requirements (Jana - September 5700 - f:00 PM) ,COP0SLD TE/1N/5 GOU/�TS FoR Zoning: •HC• -Highvay Commercial 4 'rc-,•-R£SIDGITIAL I OAR S HEAD//`/1 5PDRT5 GLOP Magisterial District: Samuel Miller Swimming Pools so ALBEMARLE GOU/JT`Y, 11/ /,t!/A (17) Outdoor Tennis (includes propos.d courts) 30 JOHNSON. CRAVEN & GIBSON. ARCHITECTS County and State: Albemarle County, Virginia Restaurants Tennis Z� ou:rn v t pr.ay vegeea .aid Os 5 K w owro •.aD $ Topography and Survey: Roger B. Ray 5 Associates, Inc. Squash i Racquetball 2 tort- o• aw.s vn . - Service lip 9/574 oars3/9/91oTE0 I aa aw 4/G p/9Z -/ 1 TOTAL PARIIRO NEEDS 110 wort . -TO /of 2 _ = I ATTACHI'*PIT .Page 1 i - --�`-. _ covwry OF ALBE.,ARLE �..�^� - :;EPARTHENT OF ENGINEERING ` tzy'F.RAL CONSTRUCTION MOTES roR SITE PLANS , t J L cc Revised' )(arch 19199s:2 ! / \ • 1. Prior to right-of-way, of :action within to any / ` existing public right-of-way,- including connection to any / j PARKuU6 AREA`G`¢9 5P. -�1 obtainnged from, a permit for s.pad centstof ion poallrter be / \ /\ ;•rF _ obtained from the Virginia Department of Transportation _� ��.,Lpf}. (hereafter abbreviated V.D.O.T.). \ �+ '^... ,.,mot I. All paving and drainage related materials and construction ( M. Report NO.32753 methods shall conform to current specificaions and standards \ [eider Lumen Rating.107,800 of V.D.O.T. unless otherwise noted. (41 TfaJNls covers _Co initial foOtCO A levels I. Erosion and siltation control measures shall b. provided in — ---- _ of 3-foot above 9Lade• accordance with the approved erosion control plan and shall Photometric Data be installed prior to any clearing, grading or other 1000.0 W001 Hede construction. �,,,,,1 4. All slopes and disturbed Sr... are to be fertilised, seeded Single COIF[ pay "� and mulched. Maximum allowable fill or cut slop. is 2:1. CIUI�to.triO(T1C(11 pay Nh.re r.asonnably motsS s-hIs lass.z .lopes of a:l or better PROP05ED g . are to be achieved. (l)TFJ)NKaor.h ppy " S. All drainage inlets shall have a 2 inch local depression. mons "' a. Paved, rip-rap or stabilisation mat lined ditch may be x1 required when in the opinion of the Albemarle County -�i ,^`% �' • ' ✓ y Director of Engineering, or his design.., is deemed (41 Ter�Nl5 CauRts , ^,', s vs .(S.,. necessary oinf order toee stabilise a drainage e, it1. itf,. x 1 F .. 7. All traffic control signs shall conferm with the Virginia �K ,�d� 'AS r ^ey�� s Manual tor Uni o .Traffic Control [Mv1c.s latest edition. / - 4 S. Unless otherwise noted all concrete pipe shall be reinforced r.N, concrete pipe - Class III. l ,b,'t' .',!':,8 O. All excavation for underground pipe installation must comply �,s„ with OSHA Standards for the Construction Industry (29 CTR 'R .der;.. .., �; Pert 19I6). In addition to the above notes, the following statement rust W (t)Teaks 6004cT5 Egi r SPOLTS GLUE n r---- b Q included on ■11 site plans which require V.D.O.r. approval. Th. (4)SOUASN GOUKTS(3 SINGLES,I C8L•) b pb, statement muse W slgnn.d by the developer of the property prior "j INDOOR TENNIS GoURTS ' 4, to tentative site plan approval. LUNCH DINING- i(o 55 b-120 5EAt5 0 , V. the undersigned developer(s) understand that approval of DINNER DINING 1224 - 50 SEATS this plan by the County of Albemarle does not necessarily W N yoa,w Oc", � a .a 4 ��0!`,l indicate Virginia Department of Transportation (VDOT) / cu.,10 p)..• FA b '9 approval of the plan. Approval of the plan by the County `4Q / �r I.v rss fi~i„ � � in obtaining fina doss not in lnyVD02 approva way relieve l•prior of mto responsibility of • o- �r bullding permits and/or certificates of occupancy. • 4. / Ellt19Q 1�Stilted- ,... r j.P.�� DEVELOPER DATE �—� / ,,c„rwar.ittua.o-+o� ,,,no� 'soar�..a0..rgo..r •smJn!�•ary Foot- �Xo'A j5. j LIGNTI),IG DIAGK4M GENERAL GONSTRUGT(Ot�l OTES — (2)TeNNI5 COMPS �' 4/011 51 aa. PAIMIJG � �/ POND _¢I SP. eeL Ew 9f •Y / , , ' / Ff E HYCRM IT 4 1384414MARK- O /i. TOP OF HYDRANT � ' EL.570."37 We/1/N F°`= , g. �7TaN ` un�i /'„(RK� � � --sty dam-43 14‘1.1 9 Y v 3 m 6N I SPOIzrS GLUE SITE PLAQ 1 rE-05EO-4/24/92 SRO1e75;GLUB 5/1E P /•/. G6N'L.GD,J5T:4!067-/G/J d L/GNT//J> OKOPOSED TEiJIJ/S GOO/7-5 Fee BOA'S 1/EAD AIN 5PO r5 GLUe, ALBEMAPLE Gobi/qr.-1-, ,//IccI,J A JOHNSON. CRAVEN et GIBSON. ARCHITECTS CHOKOTrr SV.,.• VOIGOaA rrr•(RS A ro.A ,NCOenArrD co..r.ro� DMA{ _ scAu ssvis�-- o«s move r.o 91574 A'S kOrt9 ". 4/G/T2 :GP 2 1 ATTACHMENT B ALBEMARLE COUNTY Page 1 44 \• •; SEEN r«w• -,_BMWft►.• I -z[ 800 BMW rrN_ ) �* 14-36 AI BOM— '4 •0• � 0 I , � �— \B 79r J ••4 yc� �✓y Cie�A, �. 78A ,i 6$ ' 4:*44. ---) /„ NO,' '' \/ 2ll / 77 }� A a .. i N J- 77A ' S4 '''''NN (lopto.:6 % \ 4KR A: \ /\•li: -4 ,k '$•:,4 4 • 4 SEC.6041 ,N,'I N,\i '. -/.f-:o- .4F h !A")° 1"//10 . /, .„,.._ S� ,% ,1, ,1 _4FI sEc i_E,.i4, .• , , , / , - 66B / 61i ., OLTM.1 T FARM -\ r 1 FARMINGTON ! = 4M / \/J� r�' , 59 SECTIONS •'� ` rOZI2) 66 2 4 E / �� Y 1 4M '/ \ \„ IIMII , MII. 5..2..41..7471P„'„.1 -Ni: 24 ilir: 57 .mmoomm, �D 57A i 58 W ' ,' � o`\ P OrIV*\111% � _qi2 27 278t\i' G@[1� ~ 647/ 2' EE 76A-JI .J29J3 •t• 4 -// 24C PQ Ai 53 Ur. IA s,,,, 441/7 SEE 59D2 . 4 A/ th*A$1. • 1 Anumransvat .4' z, , 7- -titi:/.., - /. . „A. A.V.7. Jan Anna 21,1 ___ \X �� 30 3oM—BOARS HEAD INN SPORTS CLUB SEE 75-63 ����� lit SDP-92-017 \K 1. y/ r�. _.J"t4o�nlL/" +.N AGRICULTURAL G FORESTALL DISTRICT 76 rO0 [ SCALE IK.... ,�. SAMUEL MILLER, JACK JOUETT AND "' CHARLOTTESVILLE DISTRICTS .SECTION 60 ATTACHMENT BI ALBEMARLE COUNTY ^ page 2• O EDNAM FOREST—SECTION I— D.B 366 Pgs 523,525,527 SEE REVISED PLAT SEC.10.333SPa 3 EDNAM FOREST—SECTION 2— D.B. 438 Pg•625 !.D o'0 EDNAM FOREST—SECTION 3— D.B. 441 Pg•435 16° O EDNAM VILLAGE— SECTION I— D.B. 530 Pg.519-522 EDNAM VILLAGE—SECTION E2—Dppgga 735 pp�g 330gq793355 EDNAM SECT ON F,G-O.B. 7457 Pg 417442 0 SECTION C D.B 751 Pg 641 °' \-� SECTION D D.B 847 Pg 395 see y6,zeA1 (� EDNAM CONDOMINIUMS SECTION A D.B. 942 Pg. 097 ., -2aA2 Bldg.I Units 101,103,201,203, 1* 60 � .� 301,303,401 r`' ©�� BIdq.2 Units 100, 102,200,202, 300, 302,400 rt 1W40�brs SECTION B 0.8 1003 P0.314 4, S[f „� II Bldg I Units 101 TAru 104 a-1 Py i� ...2 Units 101e 102 �lQ �� ��� Bldg 3 Units 101 Thru 104 1 l'7; 11 1 I I k It II tit ill lli:) Es 04 ,o, ..con.u....1,,,,,,.„ !K. Si °®1*44, . - PIA ©©es a ti N - • .,.-. e.. 17A J O 17 ......_ l6/ 2 '/ . LARE _ `1 <'` - III IA� Ilki ' 10 9 3 W /•n\ 12 II G ED 0,0 0 NAM PLAC PLACE T 8 2 ROPo 5 6 _ • e�� 7 8 0 3 III 1 D 6 O 9 0 ROAD-�—Iltl` — .11 10 o BOARS HEAD INN SPORTS CLUB 13 12 �-ifOn SDP-92-017 ikoirst 0 6 I'I : 2 O ROWLEDOE r ROAD t9 IN O I o 6 I 2 l 3 4 • 5 . 101,Xidiga I _ VA 10 I2A / 10 59 D(1) i 00 o oo. 200 •o0 soo �i IN SAMUEL MILLER DISTRICT SECTION 59D(2). �4 of ALak frinGIIr.P ATTACHMENT COUNTY OF ALBEMARLE Department of Zoning 401 McIntire Road Charlottesville, Virginia 22901-4596 RECEIVED (804) 296-5875 APR - 2 1992 PLANNING DEPT. MEMORANDUM To: Yolanda Hipski, Planner Amelia M. Patterson, Zoning---Administrator 9)t4° Date: March 30, 1992 Re: Boar's Head Inn Sports Club Tax Map 59D Parcels 2- 1- 15 A Zoned R-1 The above noted site plan illustrates a use. that is non-conforming. Because tennis courts and parking currently exist on this site, the non-conforming use has been established on this site prior to the submittal of this site plan. The proposed tennis court does not encroach within the setback lines required in this zone, therefore the non-conforming use can be expanded to include the proposed tennis courts and temporary air structure. In addition, this proposal does not impair the non-conformity by involving a change "in kind" or "in degree" . If you have questions, please contact me. APR - 21992 • � Muncaster jjEngineering & � ( Computer `L i ` Applications iH � j ATTACHMENT D i 338 Rio Road Charlottesville, VA 22901 - j ;`Page 1,I ; --804 -978-7879 March 31, 1992 Ms. Yoland, Hipski, Planner Department of Planning & Community Development Albemarle County 401 McIntire Road Charlottesville, Virginia 22901 Re: Boar's Head Inn Sports Club Major Site Plan Amendment Dear Ms. Hipski: A "modification ication of regulations' in accordance with Section 4.2.5 of the Albemarle County Zoning Ordinance for construction on twenty-five percent or greater slopes is formally requested. Please note that the slopes in question are existing man-made slopes established to facilitate an earlier plan for a different structure. The intent of Section 4.2 of the Albemarle County Zoning Ordinance is that by limiting construction on 257. slopes, the potential deleterious effects of such construction may be circum- vented. The concerns expressed in the ordinance relate to this project as follows: 1) Increased Potential for Soil Erosion and Sedimentation Slopes of up to 2:1 (507.) are standard in construction of this sort. 2:1 slopes are the accepted maximum slope for erosion control measures requiring embankments found in the Virginia Erosion and Sedimentation Control Handbook, latest edition, as well as cut and fill slopes for VDOT roadways. The control of soil erosion and sedimentation is a primary concern for development and the recommended measures are carefully installed and closely inspected for integrity. Pursuant to County policies erosion and sedimentation con- trols will be maintained and bonded until stabilization has been assured as determined by the Albemarle County Department of Engineering. The potential for erosion is obviously greater for steep slopes than if they are graded for someone's yard. In this case, steeper slopes are being replaced by more easily maintained slopes of a lesser grade. • Yolanda Hipski March 31, 1992ATTACHMENT D Page 1 -- —__ Page,2 2) Water Pollution. Because of the urban location and characteristics of, this site, the increased potential for water pollution associated with steep slopes will not be affected by construction on the 25% slopes. 3) Septic Disposal Problems As ;public sewer is utilized, this concern is not applicable for this site. 4) Rapid and/or Large Scale Movement of Soil and Rock. The extent and location of grading indicates that final stabilization at a 3:1 slope should pose no problem with regards to large scale soil' and rock movement. 5: Excessive Stor mwater run-off This area is subject to the requirements of the star mwater detention ordinance and therefore facilities will be upgraded as necessary so there will be no increase in run-off. Grading the slopes will have no effect on the amount of run-off. G? Loss of Aesthetic Resource An open field graded for a future structure is not an aesthetic resource. Section 4.2 of the Albemarle County Zoning Ordinance provides for public protection from the adverse effects of construction on 251 or greater slopes. Construction consistent with sound engineer- ing and design practices on this site will not accentuate nor create the deleterious effects possible by construction on steep- ly sloping lands. The existing man-made slopes will be laid back such that they will easier to maintain. Waiver requests on critical slopes have been supported previously in holding with Section 4.2.5.1 which allows the Commission to grant a waiver provided that "such modification is consistent witP sound engineering and design practice and that the public interest and the intent of this section would be served to at least an equivalent degree by such modification." Please let me know if you need any additional information. Sincerely, W W. Thomas Muncaster, Jr., P.E. xc: Anne Collins 411, fo RE.. .EM:r COUNTY OF.ALBEMARLE APR 6 1992 ?LANCING DriPT. ° ® � v a ' MEMORANDUM 1-7 ATTACHMENT E TO: Yolanda Hipski, Planner FROM: Wayne A. Smith, Sr. , Civil Engineer II IAMS DATE: April 3 , 1992 RE: Boar' s Head Inn Sports Club Major Site. Plan Amendment Per Section 4.2. 5, the applicant requests- a "modification of regulations" . The slopes addressed are man made for another development plan. a) Construction slopes of 2:1 are permissible and are bonded until accepted. The slopes proposed are less than 2:1. b) This is an urban location and from visual inspection, water pollution will not be affected. c) Septic disposal is not involved since public sewer is proposed to be used. d) Rapid and/or large scale movement of soil and rock: the finished grades proposed are 3:1 and therefore present no problem. e) Excessive Stormwater Run-off: there should be no concern since stormwater must be detained in this area. f) Loss of aesthetic resource should not apply since an open field graded for a future structure is not an aesthetic resource. The applicant has used sound 'engineering practice in the proposed design and the public interest appears to be served to an equivalent degree by this proposed modification. Therefore, after complete analysis of the proposed project and modification request, this department fully supports approval as presented by the applicant. WAS/vlh JOHNSON, CRAVEN &GIBSON, INC ARCHITECTS 612 EAST JEFFERSON STREET CHARLOTTESVILLE, VIRGINIA 22901 'ATTACHMENT Fl FLOYD E.JOHNSON,F A.I.A. AREA CODE 804 THOMAS W S.CRAVEN,A.I.A. 296-6107 DAVID J.GIBSON,A.I.A. 6 April 1992 County of Albemarle 401 McIntire Road Charlottesville, Virginia 22901-4596 Attn: Yolanda Hipski Department of Planning and Community Development Re: The Boar's Head Inn Sports Complex Dear Ms. Hipski: We respectfully request a waiver concerning the required fireflow of a new fire hydrant to be provided within 400' of the west side of the proposed tennis complex. The existing water line provides only 1750 GPM (per Service Department's finding of 4/3/92) . The Boar's Head Inn wishes to provide the required hydrant and if a booster pump is recommended, they are willing to provide this as well. We feel that the required 1850 GPM of flow is based on a chart relating to square footage, only, versus required pressure. Due to the function of this "temporary" structure, the maximum occupancy load will be only twelve, and we feel that this should be considered. Additionally, the structure is made of a membrane fabric complying with all of the BOCA Code requirements for fire retardation. If a waiver is not to be granted, we would request advisement of a viable option. Sincerely,..24/1/WW__ �' C/� fG" Johnson, Craven & Gibson, Inc. By: Anne B. Collins, AIA ABC:rbs RECEIVED APR 6192 KAMM DEPT. O lb ��pF ALg� ® il`' i it ATTACHMENT G 1 `Iimo- -- Page 1 I - -- COUNTY OF ALBEMARLE Department of Inspections 401 McIntire Road Charlottesville, Virginia 22901-4596 RECEIVED (804) 296-5832 APR 7 1992 PLANNING DEPT. MEMORANDUM To: Yolanda Hipski - Planner From: Jay Schlothauer - Deputy Director of Inspections Date: April 7, 1992 Re: Boar's Head Inn - Major Amendment Fireflow Waiver Request I would like to offer the following information, and opinions, concerning the recent waiver request: 1. It is my understanding that ACSA did determine a fireflow of 1,750 gpm at a fire hydrant near the proposed tennis complex. However, this was not the nearest hydrant. (Although it was the closest one which they felt comfortable about testing. ) The required fireflow of 1,850 gpm @ 20 psi is only required at the hydrant within 400' of the proposed tennis enclosure. It is my understanding that the flow found at 'the tested hydrant does not necessarily represent the maximum flow available in that water system. Before a waiver request is considered, it is suggested that the applicant be asked to provide engineering calculations, based on ACSA's findings, showing the maximum water availability at the required hydrant, which is currently nonexistent. 2 . The ISO guidelines, which are used to determine fireflow requirements, are based on the size, and construction materials of a building. The occupant load is not a consideration. It is my feeling that hydrant fireflow requirements are not intended to address life safety as much as they are intended to provide a tool with which firemen can strive to save a building. , 3 . It is understood that the tennis enclosure will be constucted of materials that comply with the building code. The ISO guidelines recognize that buildings will be constructed of ATTAdHMENT GI I Page 2 L_ I different materials, and this fireflow evaluation was based on code-complying construction materials. For example, since the code will not allow this building to be built out of wood, or even partially of wood, the ISO category for wood construction was not used; the one for noncombustible construction was used. It is my -opinion that any deviation, from at least the minimum requirements for building construction and fireflow is not acceptable, and I would not support a waiver request. 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