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Home My WebLink AboutVA199000060 Application 1990-08-06 OF ALBS J A - o -0 �� FILE NUMBER APPLICATION FOR: 2. 1P- y (chec one) r 11111I10 ,' g 1(f q 0 4' 7 DA'�E SUBMITTED Q VARIANCE --- - _-_ 0 �. ,r wr *+w ❑ SPECIAL USE PERMIT � ` ❑ REZONING• ram._ EE PAID (see reverse) ❑ Z• ONING TEXT AMENDMENT �IRGI�IQ' OF 1D ❑ MOBILE HOME DAT PRELIM CONF. ❑ H• OME OCCUPATION & Uri' A• CCESSORY TOURIST LODGING STAFF AT PRELIM. CONF. OWNER (as curr ntl Asted in Real Estate) pDa o � � S Name Rosen , a No rrnst 1_, �Y'�U` hne (_) "1 7� Address p,D . y,• 41 to Iv1 iViv aQ14.5 APPLICANT (if different from owner) Day ° Name 6 km Phone (_) _- ON Gt7/nPOTrTZ ; '17 km'Q l tarr Address N°� 0 1 Agte2pf CONTACT IPRSON if different� from above) Day Name NV -, Nb ice V 5-rv1,1 11,1 Phone (_) _- Address -1 p LOCATION: R'�, 1-at rX 0r1 ` 5111 , QvAl"'W)ervd Sly Mail. E, S,de eviu-Q .A _ �v —it 5.'C- I n+o•wec.tivnw( -/ v t r needed) v cL ) s c� 1 7 ,$) TAX MAP/PARCEL NUMBERS (use reverse if 1. 0 51 e Q - 12 Q - 1'.0_ 10 _00 4. - - - - - - 2. c EXISTING ZONING --�j A PROFFERED? Yes _ No _ Acreage if different D DESIRED ZONING PROFFERED? Yes _ No _ Acreage if different EXISTING USE Va to— PROPOSED USE (kie Agini e• ,¢01.0 1 r� d iii ORDINANCE SECTION(S): I1)-4- f r /1 / r DESCRIPTION OF REQUEST: 7LII,Lce Y 4,, L9 (L '��Y1 75 60-�Pe7. Dv' /',Dh6fr i/1r z.r Cc &in le pf01417 1"orn ,). JUSTIFICATION FOR REQUEST: FL d It ru. /n o The foregoing information is c I , I / ny knowledge. I have read and under IX ' I( S1 ^ .1,r : le County Zoning 0 , ; ce applic-ble to th &`,'G"A''s'` , 1912a. Signe' 3 �/L,+ 4 O - (iMir ontract Purr° V ,' Fee $ 65 . co Date P • Notes: &&Ut n 9..4 ILr a VA-90-60. Roger and Norma Smith (owners) , property known as Tax Map 52, Parcel 104, located on the east side of Route 682 in Ivy Woods, approximately 1/2 mile south of Route 250 west, zoned, Rural Areas. Applicant seeks a variance from Section 10.4 to reduce the front yard setback for a new house from 75 feet to 60 feet. /qlr/ " ndard"oi LCning Appeals Dace: l / hct1un: ;Mnv�un'1 I ^ d I Z tO- co A ^ u . • • z W,O Fs.)to —N07 a --_ �� enm' O- w� pWr CO D. �.lP-N UI- A O !a1• A N rim i z --- . e 3.1 noel 3't0 0 to 0 • \ ,r, co o Ao • am• SL • � et 0 -�c-Cti A c•o N au,1 -- ` ' , Q!Wilk__< _ l• — INN • • ,o H �•3lull sr Ito. g. f- • 0 cr) , •• - co o N •MO' _ �, a NOO°43'47"E 43466' • •� • 404 • 66 ° J• t ---"..----____-_ 0 ,n '_.— _ •. to /3 03 \ 1 I1 N o Septic Setback .^' ''' //~.� o . . tV CD n 1 N rn CJ1 Q N /a o D p 4�� c U. 0 ! _t pt a cn O n „ \ m m ,, tv D •0 0 0 • 0 o ., oA ' r > ry X a O. oo. {.,, w ri / 2L •ck° �. V;•','' i -- _p RO w Looc o 0 N \ ` C CIZ OC'C91 r p C 1 /�\\30 RO W J m s t.6c 090 s • N • \ ,.•. < N J s • cn 1 I cr c C: — - Om • V^/ • CD V n O. < x ID • m { O � DQ V Co co c o n "' i N O CL CD p Fr �s r v I I i " L li.- o i, 3o O l _ G O e -a F• I� ` n • Cn to C -. I- -+ v' CT _ u _9. 10 'v - • O N toCD , ` -u i • `o , lac e 1� a o v ( ' (D _I) c TO.` :co at, �! . :mom �a - • i 2 2 '.; "!,; O O ,^ r• n o t0 I — I _v 1 • wn _. • r CDO, X l -. , c — U s) o. o c "- n co• T • D O v, . co p fl N`� cnc�o crc--• o i o .+ xw• c F QO g 0 Z1 A re 0?, v o I •• o CD in a/0 o ° o ALBEMARLE COUN1 41./.\\\\\.. . i \ /�\/ r �. L.�/. 20 67 �_ j t e \ �� 2c.,>< 73c(3 68 �./ 73C(1/10 qi .�� Ott�. Rt. t�/v \.�\ 73.2) \` / echums PI Greek�� ) TI 72A 93 . 4 1..., \--...".--...c le, 651 / 72 74 92 \\\ / ,/•[', /� . s 94 `91 `e) CREFJf 6 \ /\ 7. j 7---. '--__.,-5-. . `--:.7' , =-,- i ''', 1---- 70 'BA 90 '17 21 ,• . ® VA-90-60 Smith, Roger B. & Norma L. I i, g Rt z r \�P �, Tax Map 57, Parcel 104 ®J 4 • 77B • " 19.. 22 .23 • J \ 15D AAnn �24A 24 7 47411 i. + a 27A • 26 29• 1-1-. '• i ' // _ % 290 .Z. Ti 7 ki �. r ��„�� / 29 l'?/.680/ • 30A / • 0 /4v T 79 .� _ MECHUM J — � 1; T 79A/79A1 \ / / RIVER e�i. 81A`O / J\ 56\�.. \ • //6 • `\ SEE 58•658 SEION 5CTT-A vJ/ ' 4 95 BOR 32401111111111 / 53 �. e0 7 / \\ 1 )5 .T ee ��' q 818 35 / /( . 538 53G il01111111111�� 73e4D 4e1 42 \ II % 103. RIP RIM `_ / p/jr 53C 5 534 NA.� //'°•�� ® —LJ cT.' 30•` �./ir ,I/�E /1��►/1// • , 7j 141E �••..." • ne ,9 \,41H r1 h / �\ ®®, ez Az ezAi 132 Sp co N. X 528 sy9-•-."\ �11� v \ "a ao J3� �' 43 52G g2G.�' R2A h11 2M p2t t I314® ®�® � � l B /1 6 si .\I 4iK �41 /44G \ �l 6$ 52 e'' 9� 82B �es* • 43 A(1) 52A I 44B \/� SIB /1t / 43A 43B /W /44A I \ r' \ � 51 \\32,1141**11141 r 44J84 / B5C 85e5M • : ..Th y•\0 41D \ IN1 \ Rso .��: 86 �'/ \ )------'-"'---- 1 44D a3t 89 V. • Rx d �, •�,\ 45A /. BSAt N \ / ^ 90 (/499// \ q, �._./ \ 46B 47 50B\‘ SOA V y 1 46G 45/ \ 50 4 \ \,� \ _ W 4J 44A\ e--(7±\,c ,_ t D 46 46A 17////1.-::21'','''1" / .:01:1"............_. 1 73 0o n SCALE IN FEET . I.o. SAMUEL MILLER AND �_�_ WHITE HALL DISTRICTS SECTION 57 GEOLOGIST SUBSURFACE EXPLORATIONS. FOUNDATIONS. EARTH DAMS. SOIL ANALYSIS, 1111 ROSE HILL DRIVE,SUITE 5 E.O.GOOCH BLAST DAMAGE. GEOLOGICAL & LAND USE STUDIES & REPORTS CHARLOTTESVILLE,VA. 22901 CHARLOTTESVILLE (804) 293-7780 ENGINEERS H.G.LAREW,P.E. E. O. GOOCH AND ASSOCIATES CHARLOTTESVILLE Consulting Geologists and Engineers July 17, 1987 Igeg Mr. Dan Mauro / 1108 East High Street r, j Charlottesville, Virginia 22901 _ _ - Re: Soils Study Lot 1 - Revised Ivy Woods Dear Mr . Mauro: As requested, we have completed a soils study at the referenced site . The purpose of the study was to determine the suitability of the soils for the disposal of sewage by means of a septic tank/drainfield system. The investigation has consisted of drilling a series of five (5) hand auger test holes to determine soil profiles . A log of each test hole is shown on the enclosed soil profile sheet along with a sketch showing the approximate hole locations . The holes have been flagged with orange ribbon for future reference . Generally, the soil profile consists of about 6 inches of topsoil beneath which there is a layer of red clay loam of variable thickness . This red clay loam layer is underlain by micaceous sandy loam which, in turn, grades vertically into the underlying granite gneiss . We recommend that the drainfield lines be placed in the micaceous sandy loam as percolation tests run on similar soils in the area have yielded percolation rates that meet the current Health Department requirements . A large portion of the lot has slopes that exceed 25%. Since the county does not allow installation of drainfield lines on slopes that exceed 25 %, the drainfield will have to be lo- cated between the 75 foot building setback line and State Route 682 . This could result in a pump system. As you know, final approval of the drainfield site rests with the sanitarian with the Charlottesville-Albemarle Department. We hope this is the information you need . If you have any questions, please let us know. Very truly yours, E .O. Gooch & Associates Steve. Gooch Encls . SPG/cg Norma and Roger B. Qmith P 0 Box 496 Ivy, VA 22945 Amelia M. Patterson Zoning Administrator County of Albemarle August 6, 1990 Dear Ms . Patterson, In regard to our zoning variance application there are a few points that we would like to make. The front of the lot has about a 15 foot embankment, then slopes down away from the road. I do believe that even with a 60 foot set-back the house would not be visible from the road due to this contour. As well , the house would not be visible approaching it from either end. The upper end is higher and heavily treed. This will remain undisturbed. Our plans call for a one story structure above ground. Our intentions are to buffer the top of the embankment. The road is gravelbased causing dust by passing traffic. This buffer will protect from the dust as well as concealing the house even more from the road view. We have also learned from VDOT that the road is to be widened, eliminating a curve across from our lot. This will add about another 3 feet to our front line. Enclosed is a perk test report prepared for the previous owner by E.O. Gooch & Assoc . From the report the set-back variance would be most helpful . I do hope the above points will be helpful in considering our variance application. Should you require any additional information I can be reached during working hours at 977 7440, evenings at 977 1705 . Thank you for your time and consideration. Ro er B. Smith` /} '`? / `1 ( i r t. SEP- 7-90 FRI 16:02 SMITH TIME INC. FAX NO, 8049777456 P. 01 .Roger B . Smith . P. 0. Box 496 Ivy, Va. 22945 Amelia M. Patterson Zoning Administrator 402 McIntire Road Charlottesville, Va. 22901 Re: Va90-60 Dear Ms . Patterson, After due consideration we have decided to withdraw our Variance Permit request. Thankyou for all your assistance in the abo$e . Cli)/e1:: Smith 1"P` SE? 1990 S Roger B. and Norma L. Smith 103-11 Turtle Creek Road Charlottesville, VA 22901 Amelia M. Patterson Zoning Administrator 401 McIntire Road Charlottesville, VA 22901 August 31, 1990 Dear Ms Patterson: Please find enclosed a copy of a report from E.O. Gooch and Associates . We thank y u for your time . crg1 , n Ro B'. Smith • SEP 4 199° cry ALBEMARLr COOT, ZONING DIFART4 ENT GEOLOGIST SUBSURFACE EXPLORATIONS, FOUNDATIONS, EARTH DAMS, SOIL ANALYSIS, 1111 ROSE HILL DRIVE,SUITE 5 E.O.GOOCH BLAST DAMAGE, GEOLOGICAL & LAND USE STUDIES & REPORTS CHARLOTTESVILLE,VA.22901 CHARLOTTESVILLE (804) 293-7780 ENGINEERS H.G.LAREW,P.E. E. O. GOOCH AND ASSOCIATES CHARLOTTESVILLE Consulting Geologists and Engineers August 27, 1990 Mr. Roger Smith P.O. Box 496 Ivy, Virginia 22945 Re: Soils and Geological Study Lot 1 - Revised Ivy Woods Dear Mr. Smith: As requested, we have completed a soils and geological study at the referenced site. The purpose of the study was to determine the suitability of the soils for the disposal of sewage by means of a septic tank/drainfield system. The investigation has consisted of drilling a series of five (5) hand auger test holes to determine soil profiles on the lot . A log of each test hole is shown on the enclosed soil profile sheet along with a sketch showing the approximate hole locations . The holes have been flagged with orange ribbon for future reference . Generally, the soil profile consists of about 6 inches of topsoil beneath which there is a layer of mica clay loam of variable thickness . This upper mica clay loam layer is underlain by mica loam which, in turn, grades vertically into the underlying granite gneiss . In our opinion, drainfield lines can be placed in the mica loam as percolation tests run on similar soils in the area have yielded percolation rates that meet the current Health Department requirements . We understand that you are attemtping to have the Albemarle County Board of Zoning Appeals grant you a variance reducing the building setback from 75 feet to 60 feet along the front property line . If this variance is granted it will increase your chances of being able to install a gravity system for the primary drainfield, since the reduced setback will allow the house to be located further uplsope thus increasing the area available for the drainfield downslope from the house between the house and the 25% slope line. As we have discussed whether or not a pump system can be avoided will depend on the final house location and the 2 amount of drainfield that the sanitarian will require for the 3 bedroom that you plan to build. As you know, final approval of the drainfield site rests with the sanitarian with the Charlottesville-Albemarle Health Department . We hope this is the information you need . If you have any questions, please let us know. Very truly yours, E.O. Gooch & Associates Steve Gooch SPG/cg Encls . E. O. GOOCH&ASSOCIATES Consulting Geologists and Engineers Soil Profile Subdivision Ivy Woods Location ��ZS) /1 Lot No. Lot 1 - Revised 1For a.� e. (okerb)02, l A, 5e eM*1G1 ✓ e eel v SCu�e_ / r _ RA, 77 Poi + a ( ,ru►4 SiWI Hole Slope Depth Material Description (inches) A 4% 0-6 Topsoil 6-42 Red mica clay loam 42-72 Red-brown mica loam B 4% 0-6 Topsoil 6-36 Red mica clay loam 36-72 Brown mica loam C 19% 0-6 Topsoil 6-24 Red mica clay loam 24-72 Brown mica loam D 24% 0-6 Topsoil 6-24 Red mica clay loam 24-72 Brown loam E 10% 0-6 Topsoil 6-18 Red mica clay loam 18-72 Brown mica loam Remarks: Favorable percolation rates can be expected in the mica clay loam and mica loam. Whether or not a pump system can be avoided will depend on the final house site and the amount of drainfield that the sanitarian will require for the 3 bedroom house that you plan to build . Your chances of being able to install a gravity system will be increased if thecounty . grants the 15 foot reduction on the front building setback line.