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HomeMy WebLinkAboutSUB201800094 Approval - Agencies 2018-06-12as V COMMONWEALTH ®f VIRGINIA In Cooperation with the Thomas Jefferson Health District State Department of Health 1138 Rose Hill Drive Phone (434Y 972-6219 P. O. Box 7546 Fax (434)972-4370 Charlottesville, Virginia 22906 June 12, 2018 Faruk Hesenjan County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, Virginia 22902-4596 JAi7i:r' ALBEMARLE- CHARLOTTESVILLE FLUVANNA COUNTY (PALMYRA) GREENE COUNTY (STANARDSVILLE) LOUISA COUNTY (LOUISA) NELSON COUNTY (LOVINGTON) RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite Sewage Systems as part of a division of Tax Map 59 Parcel 4A located in Albemarle County, Virginia. Dear Mr. Hesenjan: On May 30, 2018, the County of Albemarle requested the Virginia Department of Health (via the Albemarle County Health Department) review the proposed subdivision plat identifed above. This letter is to inform you that the above referenced subdivision plat is approved for individual Onsite Sewage Systems in accordance with the provisions of the Code of Virginia, the Sewage Handling and Disposal Regulations, and local ordinances. This request for subdivision review was submitted pursuant to the provisions of § 32.1-163.5 of the Code of Virginia which requires the Health Department to accept private soil evaluations and designs from an Authorized Onsite Soil Evaluator (AOSE) or a Professional Engineer working in consultation with an AOSE for residential development. This subdivision was certified as being in compliance with the Board of Health's Regulations by: Steve Gooch OSE #1940001284. This subdivision approval is issued in reliance upon that certification. Pursuant to § 360 of the Regulations this approval is not an assurance that Sewage Disposal System Construction Permits will be issued for any lot in the subdivision identified above unless that lot is specifically identified on the above referenced plat as having an approved site for an onsite sewage disposal system, and unless all conditions and circumstances are present at the time of application for a permit as are present at the time of this approval. This subdivision may contain lots that to do not have approved sites for onsite sewage systems. This subdivision approval does pertain to the requirements of local ordinances. Sincerely, Travis T. Davis, OSE Environmental Health Specialist, Sr. COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 REC91Vg1D JUN Q s 2x18 Ch a rlottes w ile/Albemarle BY; � Health Departm-M Facility Name.,- Phone ame: Phone 434 296-5832 Fax 434 972-4126 5/30/2018 Josh Kirtley Virginia Department of Health 1138 Rose Hill Drive Charlottesville, VA 22906 RE: SUB201800094 Robert Grainger Dear Mr. Kirtley: The County of Albemarle has received an application for a two -lot division, involving Tax Map Parcels (TMP) #59- 4A. This project requires Health Department approval before receiving final County approval. The applicant has provided copies of the soils work associated with these parcels, dated May 19, 2018. Two copies of those reports are attached, as is the proposed plat dated May 16, 2018, and an application for subdivision review dated May 18, 2018. Please review the proposals for suitable subsurface drainfields which comply with the provisions of Chapter 18, Sections 4.2.2, 4.2.3, 4.2.4, and Chapter 14, Sections 14-309 and 14-310 of the Albemarle County Code. Should you have any questions or comments, please feel free to contact me. Review comments are due on Wednesday, June 13. Please call or email me if you have any questions or requests for assistance. Thank you very much for your assistance. Sincerely, Faruk Hesenjan On -Call Planner I Department of Community Development Email: fhesenjan(iWbcmarle.or� Voice: (434) 296-5832 ext. 3307 Fax: (434) 9724035 Encl. � m Commun4 Development Department Albemade Intire Road Charlottesville, VA22902-4696 aice: (434) 296-58-32 Fax: j434) 972-4126 , Planning Application TMP I 059[18-09-05�-004AG I owner(s): GRAIINGER, ROBERT P4 REVOCABLE TRUST C/O ROBERT N GW Application #I S'U8201 800094 1 1 Legal Description AGitEA6i PARCEL 1-A J_ ly ( Magisterial Dist. Samuel Miller Ell- Land Use Primary Residential Single-famiincl. modular homes Current Zoning Primary iltuira..J Current AFD Not In AIF District Areas APPLICATION INFORKAT . ION Street Address 1,560 OLD BALLARD PD CHARLOTTESVILLE, 22901 Entered BY Pennifer&mjth Application Type Suldliv'Won Plat I OIT2614 Project ROBERT GRAINGER - FINAL Received Date Received Date Final Submittal Date Total Fees 936 Closing File Data Submittal Date Final Total Paid 9361 Revision Humber Comments A LegalAd SUB APPLICATION(s) Sub Applicatio Convnent Final Plat . .. .. ....... .... .. ............... . ..... .. .......... . ........ . . .. APPLICANT CONTACT INFORMATION Contact7U& Name Addrws Ci State Zi. Phorq Ph0�11 OwimWA;;33=arz GRAINGER, ROBERT M REVOCABLE TRUST = 1560 OLD BALLARD ROAD CHARLOTTE SVILL i22901 ... ........... . . ......... . ................ ..... '22901 ; 4342533!95 GIAEN LACV - ROGER 'A FLAY ASSOC., 663 BERl(MAR COURT CHARLOTTE SVILL i . .............. . ............. .................. .... .......... ................ . ......... .................................. . . ........... ...................... . ........ ........... ............. . ­i�66'.HF LLARD ROAD 'CHARLOTTESIaLL �22901 4349063321 ROBERT M. GR.A[MGER t ................. . . .. ... ................ - ..... .. ...... .... ........................ ........... .................................. .............. ........ . ....... . ......................... . .......... ....... .. . ................... . ......... ...................... ........ Signature of Contractor or Authorized Agent Date Steve Gooch STEVE GOOCH spgooch.geologist@gmail.com C.P.G.IO.S.E CONSULTING GEOLOGIST INC. Phone: 434-531-0487 703 Oliver Creek Rd. Troy, Virginia 22974 May 19, 2018 Mr. Bill Fritz County Of Albemarle Dept. Of Planning and Community Development 401 McIntire Rd Room 227 Charlottesville, VA 22902-4579 Re: Proposed Drain Field Sites Lots 1A-1 and IA -2 A. Division of Tax Map 594A Albemarle County Dear Mr. Fritz: Enclosed are three (3) copies of the soils work associated with the proposed drain field sites for the above -referenced property. We request that you forward two (2) copies to the Charlottesville -Albemarle Health Department for their review. Also enclosed is the application for subdivision review form. If you have any questions, please do not hesitate to call. Sincerely, Steve Gooch Consulting Geologist, Inc. -e'*-'P-- hv,;4- Steve Gooch Encl. Commonwealth of Virginia Application for Subdivision Review (Page 1 of 2 to be filled out by the Owner or Agent) Owner Robert Grainger Mailing Address 1560 Old Ballard Road Charlottesville, VA 22901 Developer/Agent Steve Gooch Mailing Address 703 Oliver Creek Road Troy, VA 22974 AOSE Steve Gooch Mailing Address 703 Oliver Creek Road Troy, VA 22974 VDH Use Only Health Department ID# Due Date Phone (434)806-3321 Phone Fax Phone (434) 531-0487 Phone Fax Phone (434)531-0487 Phone Fax Directions to Property: From Charlottesville Rt. 250 West, right on Broomley Rd., left on Old Ballard Rd. to 1560 Old Ballard Rd. on left at intersection with West Leigh Drive Name of Proposed Subdivision Tax Map 594A Other property Identification 1560 Old Ballard Road Dimension/Acreage of property 4 Ac. Number of lots proposed 2 Proposed water source (note: new or existing, public or individual) existing, new individual General size of lots 2 Ac. (give range if appropriate) Additional description of subdivision Overview of soils and geology (optional but encouraged} In order for VDH to process a subdivision application you must attach a plat of the property showing the location of the proposed onsite sewage disposal systems and the reserve absorption areas (if required) and the location of the water supply system on each lot, if applicable. Each plat or subsection of a subdivision shall be accompanied by specific soil information for each lot (absorption area and reserve area). If not provided by the local subdivision ordinance, the district or local health department may require the plat to show streets, utilities, storm drainage, water supplies, easements, lot lines, and original topographic contour lines by detail survey or other information as required When the AOSE site evaluations are reviewed, the property lines, building location and the proposed well and sewage system sites must be clearly marked and the property sufficiently visible to see the topography, otherwise this application will be denied. I give permission to the Virginia Department of Health (VDH) to enter onto the property described during normal business hours for the purpose of processing this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite Soil Evaluator (AOSE) or a Professional Engineer (PE) as necessary until the sewage disposal system has been constructed and approved. Signathre of Owner/Agent Date Commonwealth of Virginia Application for Subdivision Review (page 2 of to be filled out by the county official requesting a VDH review) County Office initiating request Contact Individual VDBu e0aJy HeaM De=Mxmt IDN Dae Dare Phone Local offices of the Virginia Department of Health may review subdivision applications for compliance with state rules and regulations governing sewage treatment and dispersal and private water supplies, compliance with local ordinance governing sewage treatment and dispersal and private water supplies and potentially for compliance with other local ordinances. Please indicate the nature of review you are asking the health department to conduct. 1. Review for conformance with the Sewage Handling and Disposal Regulations 2. Review for conformance with local onsite wastewater ordinances 3. Other (describe below) Name and title ofrequestor Date OSE FonnF Revised 7/01/09 0 Applara Soils Study for Drain Field Sites Lots 1A-1 and 1A-2 A Division of Tax Map 594A Albemarle County Prepared for: Robet Grainger 1560 Old Ballard Road Charlottesville, VA 22901 Prepared by: Steve Gooch Consulting Geologist, Inc. 703 Oliver Creek Road Troy, Virginia 22974 May 19, 2018 Page 1 OSE/PE Report for: Construction Permit 0 Certification Letter J_._i Subdivision Approval 7 Property Location: 911 Address: 1560 Old Ballard Road City: Lot 1A-1 ,Section Subdivision GPIN or Tax Map # 59-4A Health Dept ID # Latitude Applicant or Client Mailing Address: Longitude Name: Robert Grainger Stet: 1560 Old Ballard Road City, Charlottesville State VA Zip Code 22901 Prepared by: OSE Name Steve Gooch Address 703 Oliver Creek Road City Troy PE Name: Address _ City License # 1940001284 State VA Zip Code 22974 License # State Zip Code Date of Report 5119118 Date of Revision #I _OSE/PE Job # . - -- Date of Revision #2 Contents/Index of this report (e.g., Site Evaluation Summary, Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc.) OSE Cover Page Soil Profile Sheet Soil Information Summary Sheet Abbreviated Design Form Survey Plat of 5 — Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and Disposal Regulations (12 VAC5-610), the Private Well Regulations (12 VAC5-630) and all other applicable laws, regulations and policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licensure to perform the work contained herein. The work attached to this cover page has been conducted under an exemption to the practice of enaineerintt, specifically the exemption in Code of Virginia Section 54.1-402,11 I recommend that a (select one); nstruction permit® certification letter[] subdivision approval be (select one) issued denied . OSE/PE Signature.- _�' L. _ Date ylzt 1-6 _._ j'u'�r- 2 fj�-- Soil Profile Reserve Drain Field Lot IA -I A Division of Tax Map 59-4A Old Ballard Road Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 7 0-3 A Reddish brown (2.SYR 5/4) loam, friable 2 3-44 Bt Red (1 OR 518) silty clay loam, firm 3 44-120 C Brownish yellow (I OYR 6/8) sandy loam, massive, friable 2 8 0-4 A Reddish brown (2 -SYR 5/4) loam, friable 2 4-30 Bt Red (I OR 5/8) silty clay loam, firm 3 30-120 C Brownish yellow (IOYR 618) sandy loam, massive, friable 2 9 0-2 A Reddish brown (2.5YR 5/4) loam, friable 2 2-32 Bt Red (I OR 518) silty clay loam, firm 3 32-51 Bt2 Red (2.5YR 518) clay loam, friable 3 51-144 C Yellowish brown (IOYR 5/8) sandy loam, massive, friable 2 10 0-2 A Reddish brown (2.5YR 5/4) loam, friable 2 2-34 Bt Red (1 OR 518) silty clay loam, firm 3 34-48 Bt2 Red (2.5YR 5/8) clay loam, friable 3 48-144 C Yellowish brown (IOYR 518) sandy Ioam, massive, friable 2 11 0-2 A Reddish brown (2.5YR 5/4) loam, friable 2 2-14 Bt Red (I OR 5/8) silty clay loam, firm 3 14-35 BC Red (2.5YR 518) clay loam, friable, strong brown 3 (7.5YR 5/8) sandy loam 35-144 C Yellowish brown (1OYR 5/8) sandy loam, massive, friable 2 Page 3 of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 3120118 Submitted to Albemarle County Health Department Applicant Robert Grainger Telephone Number (434) 806-3321 Address 1560 Old Ballard Road Charlottesville, VA 22901 Owner same Address same Location 1680 Old Ballard Road Tax Map 59.4A BlocktSection Subdivision Lot 1A-1 SOIL INFORMATION SUMMARY .- � "Ieripp flT,41vl FWJ� 1. Position in landscape satisfactory? I% Yes r No Describe shoulder 2. Slope 8 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) No r Yes inches Free water present 15Z No r Yes range in inches o. Soil percolation rate estimated 5Z Yes Texture group I II III IV f No Estimated rate 45 min/inch 7. Permeability test performed r Yes R No If yes, note type of test performed and attach PZ Site Approved: Drainfleld to be placed at 60-112" depth at site designated on permit. r Site Disapproved: Reasons for rejection: 1 - r Position in landscape subject to flooding or periodic saturation. 2. r Insufficient depth of suitable soil over hard rock. 3. r Insufficient depth of suitable soil to seansonal water table. 4. r Rates of absorption too slow. 3• r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6• r Proposed system too close to well. r Other Specify (attach additional pages if necessary) pnot� Abbreviated Design Form This fonn is for use with gravity, pump to gravity, enhanced flow, and Iow pressure distribution (LPD) sewage system designs and when applying for a certification letter or subdivision approval. This abbreviated design covers the © primary and reserve area, 0 only the primary area, Ello"nly the reserve area (check one) for Lot 1A-1 - A Division of TM 594A Design Basis Total length of available area: 40' Total width of available area: 50' Estimated Perc, Rate: 45 at 60-112" in. (depth) Number of bedrooms (or GPD): 4 t 2 Conveyance Method : Pum Distribution method (specify): PumR Dispersal system basis AOSS rigs - Table 1_ LGMI required? No (Yes/No) Effluent quality required: Secon (Primary, Secondary, Advanced Secondary) Square feet per bedroom: 203 _ Hydraulic 10digg xift - .74 ggdLsf Area Calculations Number of pads 1 Width of trenches: 21' Reserve required? No, this is reserve Total width of absorption area required 21' Total trench bottom area required: 812 Length of pad: 40' Center to center spacing: n/a Percent reserve area required:10__ 0 Total trench bottom area provided: 840 The required width is calculated by multiplying the center -to -center spacing by one less than the number of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform across the length of the site the trenches will need to flare apart on one end to maintain contour. When this occurs it is necessary to use a center -to -center spacing that accounts for the flair or the installer will not be able to fit the system within the approved area, It is perfectly acceptable to have more area available, especially up and down the slope, than is required. Page of AOSE Form E Revised July 18, 2007 25'DEDICATION D. 0. teal -•641 G 642 PLATw. IRON Ft T.M.S8-4CI BRETT R.RICHEY 8 IDESORAN F. RICHEY 0.0.20,89-49 0.8. 1961-641 8 642 PLAT weraw WALL (AMOX.) North 3616213 IRON East 11459514 SETT OR eru/Awi} 1M IN MELD • -WOW fr FOLD __ 4w t A Orth 39160 .�• gat 4",193 7 T. M.59-40 LOT 10, NOATt6tM PETER D.PATRICK B THEA 0.$WVER 0.0.173!-713 0.9.408-199 PLAT OF +, 25'DEOICATION p.8 54 354 PLAAT E't[1 3916402 • ✓ • r � ►► �/' at 1145fi ► POLE a e��PA1�EQ�+`� ORIVA N ` .r - -► WILL 0 #��, LOT 1 2.00 AC�S •:, • FRAME OLDS POLE Mild 0 IRON T RT North East 1 sfrr orimp Floust LOT W 2.00 ACON \ PEpEB TA L aRoroesa wall Ism (30) IN � R \ i! • 645.34 ' 40"E ^�- 300.00 ` T. M.'59 -BA VIRGINIA LAND TRUST D. 9.790--433 0.9.332-681 PLAT %♦ *~ w 204.29' ft 'r ' o PROPOWD MURVE r rr YRON SET , T-M.*QC3Mi9 AT rr' r+�! LOT 9T LEIGH NREE r r, CAN HOUSTON C�Fi. A AD r`f `�►, 8 SAB�A3G. g i rr rrr"" rrr rr�. r r � r i. 266.32 ` UNDARY EINEf r IRON SET i T.N.59-SA VIRGINIA LAN© TRUST FOR 0.9,33 504 PLAT AEVIEW SCALE: 1 " M 100' DATE: MAY 16, 2018 HgOER03. RAY 6 AR G�OURyINC . CmARLOTTE9YIL.L� V FOINIA 2290 i TLLEPhIL1 11 34 393-310 RAYSUR YI .COM T.M.59C2-3-9 LOT 8 SECTION THREE DEBT LEIGH 0127"M THOMAS J.O'LEARY .45' & AMY A.0*LEARY 0.0.1117-104 0.8.388--566 PLAT -31R km Scale 1 "a 100' • . Sv Proposed Reserve Drain Lot IA -1 A Division of TM 394A Steve Gooch Consultim 703 Oliver Creek Road Troy, Virginia 22474 SHEET 3 OF 3 14636 { Pum ;1.0fi-0 page OSE/PE Report for: Construction Permit 1J Certification Letter 0 Subdivision Approval 91 Property Location: 911 Address: 1660 Old Ballard Road Lot 1 A-2 Section _ GPIN or Tax Map # 594A Latitude Applicant or Client Mailing Address: Name: Robert Grainger Street: 1560 Old Ballard Road City:, Subdivision Health Dept ID # Longitude of 5 City. Charlottesville State VA Zip Code 22901 I Prepared by: OSE Name Steve Gooch License # 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License # Address City State Zip Code Date of Report 5/19118 Date of Revision #1 OSE/PE Job # Date of Revision #2 ContenWndex of this report (e.g., Site Evaluation Summary, Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc.) OSE Cover Page Soil Profile Sheet Soil Information Summary Sheet Abbreviated Design Form Survey Plat Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and Disposal Regulations (12 VAC5-610), the Private Well Regulations (12 VAC5-630) and all other applicable laws, regulations and policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licensure to perform the work contained herein. The work attached to this cover page has been conducted under an exemption to the practice of engineering, specifically the exemption in Code of Virginia Section 54.1-402.11 I recommend that a (select one). -construction permitLj certification letter suDMIston approval be (select one) issued denied . / OSE/PE Signature Date Il li Pee 2tjsr� 45 Soil Profile Lot 1 A-2 A Division of Tax Map 594A Old Ballard Road Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-4 A Reddish brown (2.5YR 514) loam, friable 2 4-36 Bt Red (i OR 518) silty clay loam, firm 3 36-57 Cl Reddish brown (2.5YR 514) loam, massive, friable 2 57-84 C2 Yellowish brown (IOYR 5/8) sandy loam, massive, friable 2 2 0-3 A Reddish brown (2.5YR 5/4) loam, friable 2 345 Bt Red (1 OR 518) silty clay loam, firm 3 45-84 C Yellowish red (5YR 5/8) loam, massive, friable 2 3 0-4 A Reddish brown (2.5YR 5/4) loam, friable 2 4-29 Bt Red (23YR 518) clay loam, friable, 25% weathered schist 3 fragments 29-84 C Dark yellowish brown (IOYR 4/6) sandy loam, massive, 2 friable 4 0-3 A Reddish brown (2.5YR 514) loam, friable 2 3-31 Bt Red (1 OR 518) silty clay loam, firm 3 31-84 C Brownish yellow (10YR 618) sandy loam, massive, friable 2 5 0-4 A Reddish brown (2.5YR 5/4) loam, friable 2 4-29 Bt Red (2.5YR 518) clay loam, friable 3 29-84 C Brownish yellow (IOYR 618) sandy loam, massive, friable 2 6 0-4 A Reddish brown (2.5YR 514) loam, friable 2 4-24 Bt Red (2.5YR 5/8) clay loam, friable 3 24-84 C Brownish yellow (1 OYR 6/8) sandy loam, massive, friable 2 Page , .-?— of Appendix 2 Soil Summary Report GENERAL INFORMATION -I Date 3/20/18 Submitted to Albemarle County Health Department Applicant Robert Grainger Telephone Number (434) 806-3321 Address _156001d Ballard Road Charlottesville, VA 22901 Owner same Address same Location Tax Map 594A Subdivision Block/Section Lot 1A-2 I SOIL INFORMATION SUMMARY I 1. Position in landscape satisfactory? f9 Yes �" No Describe shoulder 2. Slope 8 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) r No f Yes inches Free water present )—X No I— Yes range in inches 6. Soil percolation rate estimated PZ Yes Texture group 1 II III IV r No Estimated rate 45 min/inch 7. Permeability test performed f Yes Ix— No If yes, note type of test performed and attach IR Site Approved: Drainfield to be placed at r Site Disapproved: 60" depth at site designated on permit. Reasons for rejection: 1. l Position in landscape subject to flooding or periodic saturation. 2. r Insufficient depth of suitable soil over hard rock. 3. r Insufficient depth of suitable soil to seansonal water table. 4. r Rates of absorption too slow. 6. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. r Proposed system too close to well. -, I— Other Specify (attach additional pages if necessary) per,.. 4 07-s Abbreviated Design Form This form is for use with gravity, pump to gravity, enhanced flow, and low pressure distribution (LPD) sewage system designs and when applying for a certification letter or subdivision approval. This abbreviated design covers the 19/primary and reserve area, ❑ only the primary area, O only the reserve area (check one) for Lot 1&-2 - A Division of TM 594A Design Basis Total length of available area: $0' Total width of available area: __105' Estimated Perc. Rate: 45 at 6WI in. (depth) Number of bedrooms (or GPD): 4 Conveyance Methods2 : Pump Distribution method(specify): Pum_ Dispersal system basis Table 5.4 LGMi required? No (Yes/No) Effluent duality required: Primary (Primary, Secondary, Advanced Secondary) Square feet per bedroom: 344 Area Calculations Number of trenches 12 Width of trenches: 3� Reserve required? Yes Total width of absorption area required 102' Total trench bottom area required: 2752 Length of trenches:- 80' Center to center spacing: 9' Percent reserve area required: 11 OO Total trench bottom area provided: 28 The required width is calculated by multiplying the center -to -center spacing by one less than the number of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform across the length of the site the trenches will need to flare apart on one end to maintain contour. When this occurs it is necessary to use a center -to -center spacing that accounts for the flair or the installer will not be able to fit the system within the approved area. It is perfectly acceptable to have more area available, especially up and down the slope, than is required. Page of AOSE Pam E Revised July 18, 2007 n 8 B42 PLAT IRON FOUND T. M.'39 -4C t BRETT A - RICKY B DEBORAH F.RICHEY 0.8.2069-48 D.B.1961-641 s 642 PLAT Z=MG WUL (AP' OX.) North 3510213 IRON East 1146914 ET IMMY A" V Viatn IRON st i i411' T. M. 59-40 LOT p. P 6 THEA 0. MVER D.9.1731-713 0.8.408-199 PLAT FOR REVIEW ' �'t�OICATION ►�' D.6.707'-�$ PLAY ��` f 39 ` \ � i4696� �" �� POLE V a PAVED;. 4 DRIVEWA �; A,- .L NNN4D40 et a �" • LOT IA -10 ` 2.00 ACLS FRAME OLEO, FO �►� �y r ra � �j4� .MMMMMM N7 1*' North East 1 $rm w Holo LOT 2.00 A paw�A� TRANS. u 845 `34' 40"E �- 300.00' T.M.-8A VIRGINIA LAND TRUST D . B. �'9yi-'433 0.8.332-1161 PLAT ti ti 26y/.33j1yy'��.�E�O M 204 . i.M' rr-Ab mmma msom ' truer to m .� 18-46, r� �'� 3-1ii IAON BET , AT �� ,ti►�C* LCT 911ES'iCTLE�� FIREE f ON DAN H{f TCN ,. . AD i { S d ..1! .. 6003142 .IhI�A#iY LINES of IRON SETAT Vx1 iTO.0.7 4 3 T D.B.332-501 PLAT SCALE: 1" m 100' DATE: MAY 18* 2018 ROGER M. RAY S AS=. INC . 6E13 BEAKMAR CAUR�' CHAALQT 131 3-3195 O! T.M D.8. S26/� "31' 9O ~w 20.32' T. M.69C2-3-8 LOT 8,SECTION THREE WEST LElam 12 - 27"W THOMAS J. Q `LEAKY "46' 6 ANY A.D`LEARY ' Q.B. m -184 0.8.388 6 PLAT -31R. Scale V= 1000 •• Soil Profile Hole House, Well Drain Field Sites Lot l A-2 A Division of TM 594A Albcmule C2M-Virginia Steve Gooch Consulting geologist 703 Oliver Creek Road Troy, Virginia 22974 SHEET 3 OF 3 l463S COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 229024596 Phone 434 296-5832 Fax (434) 972-4126 5/30/2018 Josh Kirtley Virginia Department of Health 1138 Rose Hill Drive Charlottesville, VA 22906 RE: SUB201800094 Robert Grainger Dear Mr. Kirtley: The County of Albemarle has received an application for a two -lot division, involving Tax Map Parcels (TMP) #59- 4A. This project requires Health Department approval before receiving final County approval. The applicant has provided copies of the soils work associated with these parcels, dated May 19, 2018. Two copies of those reports are attached, as is the proposed plat dated May 16, 2018, and an application for subdivision review dated May 18, 2018. Please review the proposals for suitable subsurface drainfields which comply with the provisions of Chapter 18, Sections 4.2.2, 4.2.3, 4.2.4, and Chapter 14, Sections 14-309 and 14-310 of the Albemarle County Code. Should you have any questions or comments, please feel free to contact me. Review comments are due on Wednesday, June 13. Please call or email me if you have any questions or requests for assistance. Thank you very much for your assistance. Sincerely, Faruk Hesenjan On -Call Planner I Department of Community Development Email: fliesenjan(ZWbemarle.or Voice: (434) 296-5832 ext. 3307 Fax: (434) 972-4035 Encl. Steve Gooch STEVE GOOCH spgooch.geologist@gmail.com C.P.G./O.S.E CONSULTING GEOLOGIST INC. Phone: 434-531-0487 703 Oliver Creek Rd. Troy, Virginia 22974 May 19, 2018 Mr. Bill Fritz County Of Albemarle Dept. Of Planning and Community Development 401 McIntire Rd Room 227 Charlottesville, VA 22902-4579 Re: Proposed Drain Field Sites Lots IA -1 and 1A-2 A Division of Tax Map 59-4A Albemarle County Dear Mr. Fritz: Enclosed are three (3) copies of the soils work associated with the proposed drain field sites for the above -referenced property. We request that you forward two (2) copies to the Charlottesville -Albemarle Health Department for their review. Also enclosed is the application for subdivision review form. If you have any questions, please do not hesitate to call. Sincerely, Steve Gooch Consulting Geologist, Inc. -12f Z&e-- hVZ,4— Steve Gooch Encl. Commonwealth of Virginia Application for Subdivision Review (Page 1 of 2 to be filled out by the Owner or Agent) Owner. Robert Grainger Mailing Address 1560 Old Ballard Road Charlottesville, VA 22901 Developer/Agent Steve Gooch Mailing Address 703 Oliver Creek Road Troy, VA 22974 AOSE Steve Gooch Mailing Address 703 Oliver Creek Road Troy, VA 22974 VDH Use Only Health Department ID# Due Date Phone (434)806-3321 Phone Fax Phone (434)531-0487 Phone Fax Phone (434)531-0487 Phone Fax Directions to Property: From Charlottesville Rt. 250 West, right on Broomley Rd., left on Old Ballard Rd. to 1560 Old Ballard Rd. on left at intersection with West Leigh Drive Name of Proposed Subdivision Tax Map 594A Other property Identification 1560 Old Ballard Road Dimension/Acreage of Property 4 Ac. Number of lots proposed 2 Proposed water source (note: new or existing, public or individual) existing, new individual General size of lots 2 Ae. (give range if appropriate) Additional description of subdivision Overview of soils and geology (optional but encouraged) In order for VDH to process a subdivision application you must attach a plat of the property showing the location of the proposed onsite sewage disposal systems and the reserve absorption areas (if required) and the location of the water supply system on each lot, if applicable. Each plat or subsection of a subdivision shall be accompanied by specific soil information for each lot (absorption area and reserve area). If not provided by the local subdivision ordinance, the district or local health department may require the plat to show streets, utilities, storm drainage, water supplies, easements, lot lines, and original topographic contour lines by detail survey or other information as required. When the AOSE site evaluations are reviewed, the property lines, building location and the proposed well and sewage system sites must be clearly marked and the property sufficiently visible to see the topography, otherwise this application will be denied. I give permission to the Virginia Department of Health (VDH) to enter onto the property described during normal business hours for the purpose of processing this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite Soil Evaluator (AOSE) or a Professional Engineer (PE) as necessary until the sewage disposal system has been constructed and approved. Date Commonwealth of Virginia HealdxDepadmenntIN Only Application for Subdivision Review Due Date (page 2 of 2 to be filled out by the county official requesting a VDH review) County Office initiating request Contact Individual Phone Ucal offices of the Virginia Department of Health may review subdivision applications for compliance with state rales and regulations governing sewage treatment and dispersal and private water supplies, compliance with local ordinance governing sewage treatment and dispersal and private water supplies and potentially for compliance with other local ordinances. Please indicate the nature of review you are asking the health department to conduct. 1. Review for conformance with the Sewage Handling and Disposal Regulations 2. Review for conformance with local onsite wastewater ordinances 3. Other (describe below) Name and title of requestor Date 03E FormF Revised 7/02109 I ri 0 m Z w I -- Cc + Mo z N Z:�, M R in i+a . . tow ilk 0 m O !y- � N W.. N z u H a .. 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C, �-+ �L .ae, Ci phi ~oto co ` ��?i� 5, �ytV glmmu z Qtr{ } � ` �♦ .� YQwC7 Q 1aE �i�i � GiLi3 LL. LULI it (WSJ II - W j 99 �"'� �Z-t z�-� oa :stn `� •+n r,����mv �F- ¢�� c� E iS5 ca ae ION 21, cnCJ ZlAJ 104 C L4J O LU d � w COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION 1801 Omnge Road C Stephen C. 8rich, P.E. Lnpeper, M90nia 22701 Commissioner June 26, 2018 County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Attn: Faruk Hesenjan Re: SUB -2018-00094- Robert M. Grainger -Rural Subdivision Plat. Review# 1 Dear Mr. Hesenjan The Department of Transportation, Charlottesville Residency Transportation and Land Use Section has reviewed the Robert M. Grainger Rural Subdivision Plat, dated May 16, 2018 as submitted by Roger W. Ray & Associate Inc., and find it to be generally acceptable. A VDOT Land Use Permit will be required prior to any work within the right-af-way. The owner/developer must contact the VDOT Charlottesville residency Land Use Section at (434) 422-9399 for information pertaining to this process. If you have further questions, please. contact Willis C. Bedsaul at 434-422-9866. Sincerely, Adam J. loore, P.E. Area Land Use Engineer VDOT - Charlottesville Residency VirginiaDOT.org WE KEEP VIRGINIA MOVING COUNTY OF ALBEMARLE Department Community Development Planning Services Division 401 McIntire Road North Wing • Charlottesville, Virginia 229024596 Phone: (434) 296-5823 • Fax: (434) 972-4035 Transmittal From: a & v% Date: 06/04/18 To: 0 0 OAdam Moore-VDOT 0 0 0 0 0 0 0 JOB &FILE NAME: Z 0 jig 00094 We are sending you the following items: ® Attached or ❑ Under separate cover ❑ Copy of Letter ❑ Prints ❑ Plans ® Plats ❑ Specifications ® Other Subdivision Application # of Copies Date Description 2 5/16/18 Subdivision Plat - Final Plat- Robert 2 5121/18 Subdivision Application These are transmitted as checked below: F] For review and comments M For approval n Other Remarks: T his plat requires VDOT's approval of entrance io a public road- West Leri Drive (Road (as shown on the attached subdivision plat) Comments are due in City View or email by: 06/13/18