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Home My WebLink AboutSUB201700194 Approval - Agencies 2017-12-20COMMONWEALTH ®f VIRGINIA In Cooperation with the Thomas Jefferson Health District State Department of Health 1138 Rose Hill Drive Phone (434) 972-6219 P. O. Box 7546 Fax (434) 972-4310 Charlottesville, Virginia 22906 December 20, 2017 Will Cockrell Department of Community Development Division of Zoning and Current Development 401 McIntire Road Charlottesville, Virginia 229024596 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 subdivision of Tax Map 19 Parcel 2 located in Albemarle County, Virginia. Dear Mr. Cockrell: On December 1, 2017, the County of Albemarle requested the Virginia Department of Health (via the Albemarle County Health Department) review the proposed subdivision plat identified 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 § 32.1-153.5 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; Onsite Soil Evaluator Number 1940001284. This subdivision approval is issued in reliance upon that certification. Pursuant to § 350 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, Josh Kirtley Environmental Health Technical Consultant RECEIVED Thomas Jefferson Health District DEC 2 7 2017 MAR INiTY DE►►ci,„riv1ENT rl1i�.;;i' ifji►. COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 i t' Phone 434) 296-5832�...f�_'& 12/1/2017 Josh Kirtley Virginia Department of Health 1138 Rose Hill Drive Charlottesville, VA 22906 RE: SLTB201700194 Byrum Family, LLC Dear Mr. Kirtley: 972-4126 The County of Albemarle has received an application for a two -lot division, involving Tax Map Parcels (TMP) #19-2. 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 November 11, 2017. Two copies of those reports are attached, as is the proposed plat dated October 16, 2017, and an application for subdivision review dated November 20, 2017. 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 Friday, December 1 S. Please call or email me if you have any questions or requests for assistance. Thank you very much for your assistance. Sincerely, Will Cockrell, AICP On -Call Planner j Department of Community Development Email: wcockrell(&Abeinarle.oriz Voice: (434) 296-5832 ext. 3088 Fax: (434)972-4035 Encl. Commonwealth, of Virginia Application for Subdivision Review (Page 1 of 2 to be filled out by the Owner or Agent) Owner Bynum Family, LLC Mailing Address 5319 Brabant Road MD 21229 VDH Use Only Health Department ID# FDue Date Phone (703) 772-7425 Phone Fax Developer/Agent Steve Gooch, Consulting Geologist '+ UUU u UUW jYWuj Phone (434)531-0487 Mailing Address 703 Oliver Creek Road Phone Troy, VA 22974 Fax AOSE Steve Gooch Phone (434) 531-0487 Mailing Address 703 Oliver Creek Road Phone Troy, VA 22974 Fax Directions to Property: From Earlysville take Buck Mountain Rd., right on Simmons Gap Rd., right on Buffalo River Rd., left on Lexington Lane to gravel driveway on left between 5880 and 5900 Lexington Lane Name of Proposed Subdivision Tax Map 19-2 Number of lots proposed Other Property Identification Dimension/Acreage of Property 92.87 Ac. Proposed water source (note: new or existing, public or individual) existing, individual General size of lots 30.0 Ac. and 62.87 Ac. Additional description of subdivision (give range if appropriate) 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 absorptions 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 ,dearly marked and the property sufficiently visible to see the topography, otherwise this application will be denied. give permission to the Virginia Department of Health (VDH) to enter onto the property described during normal business hours for the Jurpose of processing this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite ,oil Evaluator (ROSE) or a Professional Engineer (PE) as necessary until the sewage disposal system has been constructed and approved. #11111-2 Date Steve Gooch November 11, 2017 STEVE GOOCH OLO C 703 Oliver Creek Rd. Troy, Virginia 22874 SP900elh-geologist@gmaii.com Mr. Bill Fritz J� County Of AIbemarle Dept. Of Planning and Community Development � VE 401 McIntire Rd Room 227 p Charlottesville, VA 22902-4579 Re: Proposed Drain Field Sites Parcels2 and 2A A Division of Tax Map 19-2 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. �� 40r�' Steve Gooch Encl. RECEIVED NOY 13 201, COAGWNrr, DIVELpPMENT I lbemarla Coin- Planning ApPlIkaiion 4ti1°rr�munityLle+rel�pmentQepartrriat ire Road Charlottesville, VA229tf2_4 441: {434) X1#32 Fax : ( ) 972-4126 Owner(s): Bi'l#iU1it 1 Ai Y LLC APPlicatio n # �;i��611,1001-94-a PRQPERTY ��RMATi{,IIN .� Legal Description J1 Magisterial dist. L�►g 1 an — ---� =. ; Land Use Prima P Curre nt AFL) NOt. i n A,P Dftt� ' ixlent l - l�a!>�e henve +PPt�Ci� 1![FfiRi�U#TIDi1[ Current Zoning Primary Ra�et j} T Street Address 600D ES rOas- Es WOODS L(Il �1tLYSVILLE APPliratianType �--_"__.._.-----------u-- --•--._,� 2436 StrbdJI plat _ .. �_�_�_ -- Entered By Project BYT FairMOV, LLC — Fr — — Judy Mat ttn , i �aI ' Received Data 1[17 --- — Received Date Fina! Closing F!e Date Submittal Data :t#%2U/17 Revision Number Submittal Date Final Total Fees Comments 581 Total Paid rev A Legal Ad DDD sup APPLTrAyroN(,) 1inall 5 ?nature Of Contractor or Authorized Agent Date mnary -Aad +CYdRUGERW RAY&A55— �i+F6cnt _ 63 BERKMAR ......._......_.............._....__..w......._OOLiRT BYRi1M FAMILY, LLC,dQRAKE BYRUM _.. _ :25925 KiAiBERLY ROSE C HARLOTTES►+iLL ,... _.... € 224D1 342933195 ----- DRf1JE ' CHANTILLY, I+A.......................... _..........._..............._......._.r.._.............__.. 2[1152 TL?37723al24 5 ?nature Of Contractor or Authorized Agent Date Steve Gooch STEVE GOOCH spgooch.geologistQagmail.com C.P.G.IO.S.E CONSULTING GEOLOGIST INC. Phone: 434-531-0487 703 Oliver Creek Rd. Troy, Virginia 22974 November 11, 2017 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 Parcels2 and 2A A Division of Tax Map 19-2 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. lq - C. 4m�' Steve Gooch Encl. RECENED Nov 13 2817 DEVELOPME COMMUNITY Commonwealti. of Virginia Application for Subdivision Review (Page 1 of 2 to be filled out by the Owner or Agent) Owner Byrom Family, LLC Mailing Address 5319 Brabant Road VDH Use Only E epartment iD#e Phone (703)772-7425 Phone Baltimore, MD 21229 Fax Developer/Agent Steve Gooch, Consulting Geologist Phone (434)531-0487 Mailing Address 703 Oliver Creek Road Phone Troy, VA 22974 AOSE Steve Gooch Fax Phone (434)531-0487 Mailing Address 703 Oliver Creek Road Phone Troy, VA 22974 Fax Directions to Property: From EarlysvilIe take Buck Mountain Rd., right on Simmons Gap Rd., right on Buffalo River Rd., left on Lexington Lane to gravel driveway on left between 5880 and 5900 Lexington Lane Name of Proposed Subdivision Tax Map 19-2 Other Property Identification Dimension/Acreage of properly 92.87 Ac. Number of lots proposed 2 Proposed water source (note: new or existing, public or individual) existing, individual General size of lots 30.0 Ac. and 52.87 Ac. Additional description of subdivision (give range if appropriate) 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 approver]. 17 Date Commonwealth of Virginia Application for Subdivision Review (page 2 of 2 to be filled out by the county official requesting a VDH review) County Office initiating request Contact Individual Health �� y Due nate 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 asldng 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 We or requestor Date OSE FormF Revised 7/02/09 Phone COUNTY OF ALBEIVIARLE Department of Community Development 401 McTntire Road, Room 227 Charlottesville, Virginia 229024596 r xx 12/1/2017 Josh Kirtley Virginia Department of Health 1138 Rose Hill Drive Charlottesville, VA 22906 RE: SUB201700194 Byrum Family, LLC Dear Mr. Kirtley: 972-4126 The County of Albemarle has received an application for atwo-lot division, involving Tax Map Parcels This P%I requires Health Department approval before receiving final County(TMP) #19-2. approval. The applicant has provided copies of the soils work associated with these parcels, dated November 11, 2017. Two copies of those reports are attached, as is the proposed plat dated October 16, 2017, and an application for subdivision review dated November 20, 2017. Please review the proposals for suitable subsurface diainfields which comply with the Sections quest ons 4.2.4, and Chapter 14, Sections 14-309 and 14-310 of the Albemairle County Covisions Of de •Should you 18, have any questions or comments, please feel fire to contact me. y Review comments are due on Friday, December 15. Please call or email me if you have any questions or requests for assistance. Thank you very much for your assistance. re4 Sincerely, Will Cockrell, AICP On -Call Planner �DepaDepartment of Community Development Email: wcockrell _ lbemarle.org Voice: (434) 296-5832 ext. 3088 Fax: (434) 972-4035 Encl. Soils Study for Drain Field Sites Parcels 2 and 2A A Division of Tax Map 19-2 Albemarle County Prepared for: Byrum Family, LLC 5319 Brabant Road Baltimore, MD 21229 Prepared by: Steve Gooch Consulting Geologist, Inc. 743 Oliver Creek Road Troy, Virginia. 22974 November 11, 2017 RECEIVED NOV 1 3 7'-17 COMMUNITY DEVELOPMENT Page 1 OSE/PE Report for: Construction Permit El Certification Letter 0 Subdivision Approval 91 Property Location: 911 Address: 6000 Estes Wood Lane Lot 2 Section _ GPIN or Tax Map # 19-2 Latitude Applicant or Client Mailing Address: Name: Byrum Family, LLC Street: 5319 Brabant Road City: Baltimore Prepared by: OSE Name Steve Gooch Address 703 Oliver Creek Road Subdivision Health Dept ID # Longitude State MD c Troy riY State VA PE Name: Address City — Date of Report 11111/17 OSE/PE Job # City: Zip Code 21229 License # 1940001284 Zip Code 22974 License # State Zip Code Date of Revision 91 Date ofRevision #2 Contents/ dex of this report (e.g., Site Evaluation Summary, Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc.) OSE Cover Page Soil Profile Sheets Soil Information Summary Sheets Abbreviated Design Forms Survey Plat of s 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 pane has been conducted under an exemption to the practice of enaineerina, specifically the exemption in Code of Virginia Section 54.1-402,11 I recommend that a (select one):coon PC rmit❑ certification letter[] subdivision approval �✓ be (select one) issued denied OSE/PE Signature�Ie 1 Date �, Soil Profile Primary Drain Field Parcel 2 A Division of Tax Map 19-2 Albemarle County Hole Depth Horizon Material Description ti Soil Texture (�) Group 13 04 A Brown (7.5YR 5/4) clay loam, friable 3 4-40 Bt Red (1 OR 5/8) silty clay loam, firm 3 40-58 Bt2 Yellowish red (5YR 5/8) clay loam, friable 58-84 C Light reddish brown, light yellowish brown (I OYR 614) 2 sandy loam, massive, friable 16 0-5 A Brown (7.5YR 5/4) clay loam, friable 3 5-16 Bt Red (2.5YR 5/8) silty clay loam, firm 3 16-57 CB Strong brown (7.5YR 518) sandy loam, friable, red 3 (I OR 5/8) silty clay loam, 10-15% weathered schist fragments 57- Cr 50%+ schist fragments 17 0-3 A Light gray (IOYR 6/1) sandy loam, friable 2 3-10 A2 Light brown (7.5YR 614) sandy clay loam, friable 2 10-24 Bt Red (2.5YR 5/8) silty clay loam, firm 3 24-60 CB Strong brown (7.5YR 5/8) sandy loam, friable, red 3 (I OR 5/8) silty clay loam 22 0-4 A Brown (7.5YR 5/4) clay loam, friable 3 4-30 Bt Red (1 OR 5/8) silty clay loam, firm 3 30-60 C Light reddish brown, light yellowish brown (I OYR 6/4) 2 sandy loam, massive, friable 23 0-4 A Light gray (I OYR 6/1) sandy loam, friable 2 4-10 A2 Light brown (7.5YR 614) sandy clay loam, friable 2 10-34 Bt Yellowish red (5YR 5/8) clay loam, friable 3 34-60 CB Light brown (7.5YR 6/4) sandy loam, friable, red 3 (2.5YR 5/8) clay loam 24 0-5 A Light gray (I OYR 6/1) sandy loam, friable 2 5-48 Bt Red (1 OR 5/8) silty clay loam, firm 3 48-60 C Light reddish brown (5YR 6/4) sandy loam, massive, friable Appendix 2 Sol! Summary Report Page 3 of VENERAL INFORMATION Date 11/10/17 Submitted to Albemarle County Applicant Byrum Family, LLC Health Department Telephone Number (703) 772-7425 Address 5319 Brabant Road Baltimore, MD 21229 Owner same Address same Location 5000 Estes Wood Lane Tax Map 19-2 Subdivision Block/Section Lot Parcell SOIL INFORMATION SUMMARY- PRwI A� I. Position in landscape satisfactory? IR Yes j" No Describe shoulder 2. Slope 11 % 3. Depth to rock or impervious strata: Max 84"f Min_�7" 4. Depth to seasonal water table (gray mottling or gray color) ^ I No I` Yes Free water present RC No !— Y8s range in inches 6. Soil percolation rate estimated �C Yes Texture group 1 11 Q 1V No Estimated rate 60 min/inch 7. Permeability lest performed I Yes ' No If yes, note type of test performed and attach 5c Site Approved: Drainfield to be placed at 30"_ depth at site designated on permit. i— Site Disapproved: Reasons for rejection: 1 • C- Position in landscape subject to flooding or periodic saturation. 2• 1" Insufficient depth of suitable soil over hard rock. 3. I— Insufficient depth of suitable soil to seansonal water table. 4. f- Rates of absorption too slow. 5- r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. r Proposed system too close to well. Other Specify None inches (attach additional pages if necessary) prem y,= Abbreviated Design Form This fom 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 ❑ primary and reserve area, QIKnIy the primary area, ❑ only the reserve area (check one) for Parcel l - A Division of TM 19-2 Design Basis Total length of available area: 55' Total width of available area: 125' Estimated Pert. Rate: 60 at 3_„_0!$— in. (depth) Number of bedrooms (or GPD): 4 Conveyance Method: Gravity Distribution method (specify : Gravi Dispersal system basis3cTable 5,4 LGMI required? No (Yes/No) Effluent quality required: Primo (Primary, Secondary, Advanced Secondary) Square feet per bedroom: 452 Area Calculations Number of trenches 12 Width of trenches: 3 Reserve required? Yes Total width of absorption area required 1021 .. Total trench bottom area required: 1808 Length of trenches. 55' Center to center spacing:9-- � Percent reserve area required: 10` 0 Total trench bottom area provided: 1980 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. Who n this occurs it is necessary to use acenter--to-center spacing that accounts for the flair or the installer will not be able to ft 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, 2{]07 Soil Profile Reserve Drain Field Parcel 2 A Division of Tax Map 19-2 Albemarle County Hole Depth Horizon Material Description Soil Texture Group 15 0-3 A Light gray (I OYR 611) sandy loam, friable 2 3-10 A2 Light brown (7.5YR 6/4) sandy clay loam, friable 2 10-21 Bt Red (2.5YR 518) silty clay loam, firm 3 21-60 C Yellowish brown (I OYR 5/8), pale yellow (5Y 8/4) sandy 2 loam, massive, friable 18 0-5 A Brown (7.5YR 5/4) clay loam, friable 3 5-21 Bt Red (2.5R 5/8) clay loam, friable 21-27 C Pale yellow (5Y 8/4) sandy loam, 25% schist fragments 2 27- Cr 50%+ schist fragments 19 0-4 A Brown (75YR 5/4) clay Ioam, friable 3 4-32 Bt Red (2.5R 5/8) silty clay loam, firm 3 3248 C Pale red (I OR 6/4) schist saprolite, crushes to loam, 25% 2 weathered schist fragments 48- Cr 50% schist fragments 20 0-4 Al Gray (I OYR 511) sandy loam, friable 2 4-I4 A2 Light yellowish brown (I OYR 614) sandy loam, friable 2 14-27 Bt Light brown (7.5YR 614) clay loam, friable 3 27-38 CB Yellow (1 OYR 7/8) sandy loam, friable, red (2.5YR 5/8) 3 clay loam, 40% schist fragment 38- Cr 50% schist fragments 21 0-3 Al Gray (I OYR 511) sandy loam, friable 2 3-10 A2 Light yellowish brown (I OYR 6/4) sandy loam, friable 2 10-24 Bt Yellowish red (5YR 518) silty clay loam, firm 3 24-42 CB Yellow (I OYR 7/8) sandy loam, friable, red (2.5YR 5/8) 3 clay loam, 40% schist fragment 42- Cr 50% schist fragments Appendix 2 Soil Summary Report Page G of 2 GENERAL INFORMATION Date 11/10/17 Submitted to Albemarle County Health Department Applicant Byrum Family, LLC Telephone Number (703) 772-7425 Address 5319 Brabant Road Baltimore, MD 21229 Owner same Address same Location 6000 Estes Wood Lane Tax Map 19-2 Block/Section Subdivision Lot Parcell SOIL. INFORMATION SUMMARY 1. Position in landscape satisfactory? RC Yes (' No Describe shoulder 2. Slope 11 % 3. Depth to rock or impervious strata: Max. 601p+ 27" Min. None 4. Depth to seasonal water table (gray mottling or gray color) 19 No Yes - inches '=ree water present R No r— Yes range in inches 6. Soil percolation rate estimated Yes Texture group 1 11 II1 IV I— No Estimated rate _ 75 min/inch 7. Permeability test performed Yes No If yes, note type of test performed and attach R Site Approved: Drainfield to be placed at 15° depth at site designated on permit. I— Site Disapproved: Reasons for rejection: 1- Position in landscape subject to flooding or periodic saturation. 2- f Insufficient depth of suitable soil over hard nock 3. Insufficient depth of suitable soil to seansonal water table. 4. Rates of absorption too slow. 6. Insufl?clent area of acceptable soil for required drainfleld, and/or Reverse Area. 6. IProposed system too close to well. Other Specify (attach additional pages if necessary) 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 ❑ primary and reserve area, ❑ only the primary area, [4-6nly the reserve area (check one) for Parcel 2 - A Division of TM 14-2 Design Basis Total length of available area: 100' Total width of available area: 50' Estimated Perc. Rate: 7s at 155,, in. (depth) Number of bedrooms (or GPD): 4 Conveyance Methods: Pum Distribution method (specify : Pum 3c Dispersal system basis GMP #1 18A LGMI required? No (Yes/No) Effluent quality required: S co d (Primary, Secondary, Advanced Secondary) Square feet per bedroom: 255 Area Calculations Number of trenches 4 Width of trenches: 3' Reserve required? This is reserve Total width of absorption area required 30' Total trench bottom area required: 1020 Length of trenches:1100- Center to center spacing: _ 9' Percent reserve area required: _I 0,� Total trench bottom area provided: 1200 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 and 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 ROSE Form E Revised July 18, 2007 a' Q� 20f 7 e I pd,�r. km serve) Ell( Mary ++ Wdsm man �$ yY. 5�1:d il.d {. oil .s Aim W %mlmr r r;.a i l 0 8titi 'Ab Boo as M, To Scale I'- 300' .. Sail Profile , pause, Well and Drain Field Sites Parcel 2 A Division of Till 19.2 Albemarle Vir , . Steve 200'eh, onsulting Geologist 703 Over Creek Road TTOY, Virgir to 22974 i 1 Page 1 OSE/PE Report for: Construction Permit L Certification Letter 0 Subdivision Approval 21 Property Location. 911 Address: 6000 Estes Wood Lane Lot 2A Section GP1N or Tax Map # 19-2 Latitude Applicant or Client Mailing Address: Name: Byrum Family, LLC Street: 6319 Brabant Road City: Baltimore Prepared by. OSE Name Steve Gooch Address 703 Oliver Creek Road City Troy PE Name: Address City Date of Report 11/11/17 OSE/PE Job # City; Subdivision Health Dept ID # Longitude State MD Zip Code 21229 License # 1940001284 State VA Zip Code 22974 License # State Zip Code Date of Revision #I 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 Sheets Soil Information Summary Sheet Abbreviated Design Form Survey Plat of 6 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. FThe work attached to this cover pane lips 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): nstruction permit❑ certification letter subdivision approval be (select one) issued denied OSE/PE Signature { Azyt4 Date -%Z11 �i Soil Profile Parcel 2A A Division of Tax Map 19-2 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-4 A Reddish brown (2.5YR 5/4) clay loam, friable 3 4-34 Bt Red (1 OR 518) silty clay loam, firm 3 34-44 C Brownish yellow (I OYR 6/8) schist saprolite, crushes to 3 loam, 25-40% weathered schist fragments 44- Cr 50%+ schist fragments 2 0-2 A Reddish brown (2.5YR 5/4) clay loam, friable 3 2-42 Bt Red (I OR 5/8) silty clay loam, firm 3 42-60 BC Red (1 OR 518) silty clay loam, firm, 25% weathered schist 3 fragments 4 0-3 Al Gray (I OYR 5/1) loam, friable 2 3-15 A2 Light brown (7.5YR 6/4) clay loam, friable 3 15-60 Bt Red (I OR 4/8) silty clay loam, firm 3 5 0-4 A Reddish brown (2.5YR 5/4) clay loam, friable 3 4-30 Bt Red (I OR 5/8) silty clay loam, firm 3 30-42 C Brownish yellow (I OYR 6/8) schist saprolite, crushes to 3 loam, 25% weathered schist fragments 42- Cr 50%+ schist fragments 6 0-3 A Reddish brown (2.5YR 5/4) clay loam, friable 3 3-30 Bt Red (I OR 5/8) silty clay loam, firm 3 30-43 C Brownish yellow (10 YR 6/8) schist saprolite, crushes to 3 loam, 25% weathered schist fragments 43- Cr 50%+ schist fragments 7 0-3 Al Gray (I OYR 5/1) loam, friable 2 3-48 Bt Red (I OR 5/8) silty clay loam, firm 3 48-66 C Strong brown (7.5YR 5/8) schist saprolite, crushes to loam, 2 40% weathered schist fragments 66- Cr 50%+ schist fragments 8 0-3 Al Gray (l OYR 511) loam, friable 2 3-10 A2 Yellowish red (5YR 5/8) clay loam, friable 3 10-32 Bt Red (I OR 5/8) silty clay loam, fm 3 32-51 CB Brown (7.5YR 514) sandy loam, friable w/red (2.5YR 5/8) 3 clay loam 3 °r(a Soil Profile Parcel 2A A Division of Tax Map 19-2 Albemarle County Hole Depth Horizon Material Description Soil Texture (in-) Group 9 0-3 Al Gray (1 OYR 511) loam, friable 2 3-7 A2 Yellowish red (5YR 5/8) clay loam, friable 3 7-24 Bt Red (I OR 518) silty clay loam, firm 3 2441 CB Brown (7.5YR 514) sandy loam, friable w/red (2.M 5/8) 3 clay loam 41-60 C Reddish brown (2.5YR 5/4) sandy loam, massive, friable 2 10 0-3 Al Gray (IOYR 511) loam, friable 2 3-8 A2 Yellowish red (5YR 5/8) clay loam, friable 3 8-28 Bt Red (1 OR 5/8) silty clay loam, firm 3 28-45 CB Brown (7.5YR 514) sandy loam, friable w/red (2.5YR 518) 3 clay loam, 40% weathered schist fragments 45- Cr 50%+ schist fragments 11 0-3 At Gray (IOYR 5/1) loam, friable 2 3-7 A2 Yellowish red (5YR 5/8) clay loam, friable 3 7-36 Bt Red (1 OR 5/8) silty clay loam, firm 3 36-60 Bt2 Red (2.5YR 518) clay loam, friable 3 12 0-3 Al Gray (IOYR 511) loam, friable 2 3-9 A2 YeIlowish red (5YR 5/8) clay loam, friable 3 9-30 Bt Red (I OR 518) silty clay loam, firm 3 30-60 Bt2 Red (2.5YR 5/8) clay loam, friable 3 Appendix 2 Soil Summary Report UENERAL INFORMATION Page - 't of _L Date 11/10/17 Submitted to Albemarle County Applicant Byrum Family. LLC Health Department Address 5319 Brabant Road Ba!#imore, MD 21229 Telephone Number (703) 772-7425 Owner same Address same Location 6000 Estes Wood Lane Tax Map 19-2 Subdivision Block/Section Lot Parcel 2A SUIL INFORMATION SUMMARY 1, Position in landscape satisfactory? R Yes j"" No Describe shoulder 2. Slope 12 % 3. Depth to rock or impervious strata: Max. 60°+42 Min. � Nane�,�_____� 4. Depth to seasonal water table (gray mottling or gray color) RNo l Yes inches Free water present OZ No r" Yes range in inches 6. Soil percolation rate estimated 1X Yes Texture group 1 II lI IV f— No Estimated rate 75 min/inch 7. Permeability test performed r Yes OC No If yes, note type of test performed and attach Site Approved: Drainfield to be placed at 24" depth at site designated on permit. r Site Disapproved: j Reasons for rejection: 1 • C Position in landscape subject to flooding or periodic saturation. 2. 1— Insufficient depth of suitable soil over hard rock. 3- F- Insufficient depth of suitable soil to seansonal water table. 4. Rates of absorption too slow. 5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area, Proposed system too close to well. Other Specify (attach additional pages if necessary) Abbreviated Design Form This form is for use with gravity, pump to gravity, eked flaw, and low pressure distribution (LPD) sewage system designs and when applying for a certification letter or subdivision approval. This abbreviated design covers the a primary and reserve area, ❑ only the primary area, ❑ only the reserve area (check one) for BMW 2A - A Division of TM 19-2 Design Basis Total length, of available area: 150' Total width of available area: 240' Estimated Pere. Rate: 75 at 244" � in, (depth) Number of bedrooms (or GPD): 5 f Conveyance Method: Gravity Distribution Method 2_ (speci Zfy :gravity Dispersal system basis3oTable .4 LGMI required?No (Yes/No) Effluent quality required: Primary . (Primary, Secondary, Advanced Secondary) Square feet per bedroom: 596 Area Calculations Number of trenches 20 Width of trenches: 3' Reserve required? _Yes Total width of absorption area required 193' Total trench bottom area required: 5960 Length of trenches: 100' Center to center spacing: 10' Percent reserve area required: __LQ0 Total trench bottom area provided:J000 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 r V �Ik .��d�tiw 7 HEALTH DEPART Copy NOT Ftp# FeCOADATION Scale I "- 306 b - Soil Profile Hale House, well and Field Sites Pagel 2A A Division of TM 19-2 Albemarle Cotui Vi " is Steve gIr ooch ConsWU49 Geologist 703 Oliver Creek �.oad Troy, Virginia 22974 Z&rl'l'as