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HomeMy WebLinkAboutSUB201700049 Approval - Agencies 2017-04-25Patricia Saternye From: Robbie Gilmer Sent: Tuesday, April 25, 2017 12:34 PM To: Patricia Saternye Subject: RE: SDP2017-49 Bluthardt 2 lot subdivision - plat review Paty, I don't see any issues with the plat. I tried to complete CV but the number in your email doesn't exist in CV. THANK YOU, ROBERT GILMER, CFEI CAPT/ASSIST FIRE MARSHAL ALBEMARLE COUNTY FIRE RESCUE 460 STAGECOACH ROAD CHARLOTTESVILLE, VA. 22902 OFFICE 434-296-5833 CELL 434-531-6606 From: Patricia Saternye Sent: Monday, April 17, 2017 3:35 PM To: Robbie Gilmer <rgilmer@albemarle.org> Subject: SDP2017-49 Bluthardt 2 lot subdivision - plat review Robbie, I apologize for not getting this to you with the initial submission. Since it has a 3rd lot using an existing 50' Private Street Easement I belatedly realized you should see it. I think you were part of the pre -app for this plat on 8/15/16. In that preapp we discussed the 150' distance, which they have shown on the plat, for the portion of road that will serve all three residences. I will also put a hard copy in your box, but I thought since I was late getting this to you sending it also be PDF in an email might help. Thanks, Paty Saternye Senior Planner Community Development Albemarle County 401 McIntire Road Charlottesville, VA 22902 434-296-5832 ext.3250 psaternye@albemarle.org www.albemarle.org In Cooperation with the State Department of Health Phone (434) 972-6219 Fax (434)972-4310 April 11, 2017 COMMONWEALTH ®f VIRGINIA Thomas Jefferson Health District 1138 Rose Hill Drive P. O. Box 7546 Paty Saternye County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, Virginia 22902-4596 Charlottesville, Virginia 22906 ALBEMARLE- CHARLOTTESVILLE FLUVANNA COUNTY (PALMYRA) GREENE COUNTY (STANARDSVILLE) LOUISA COUNTY(LOUISA) NELSON COUNTY (LOVINGSTON) RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite Sewage Systems as part of a division of Tax Map 44-9E located in Albemarle County, Virginia. Dear Ms. Satemye: On March 21, 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 § 32.1-163.5 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, J,--, j j— Travis T. Davis, OSE Environmental Health Specialist, Sr. 7 NPROU COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 972-4126 March 21, 2017 Teresa Batten Virginia Department of Health 1138 Rose Hill Drive Charlottesville, VA 22906 RE: SUB201700049 David 4. Bluthardt -- Final Dear Ms. Batten: The County of Albemarle has received application to develop/subdivide [Tax Map 44, Parcel 9E]. This project requires Health Department approval before receiving final County approval. The applicant has provided soils information, which is attached. Please review the proposal 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 comments please feel free to contact me. Sincerely, Paty at e Senior Planner Department of Community Development Voice: (434) 296-5832 ext. 3250 Fax: (434)972-4035 Received MAR 2 7 2017 Chadottesville/Albemarle Health Department By r�?rldpK Commonwealth of Virginia Application for Subdivision Review (Page 1 of 2 to be filled out by the Owner or Agent) Owner David Bluthardt Mailing Address 1159 Reas Ford Road Earlsyville, VA 22936 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)989-5543 Phone Fax Phone (434)531-0487 Phone Fax Phone (434) 531-0487 Phone Fax Directions to Property: From Charlottesville take Hydraulic Road, left on Earlysville Road, left on Woodlands Road, right on Reas Ford Road to 1159 Reas Ford Road on richt Name of Proposed Subdivision Tax Map 44-9E Number of lots proposed Other Property Identification Dimension/Acreage of Property 10.4 Ac. 2 Proposed water source (note: new or existing, public or individual) new, existing, individual General size of lots 3 Ac. + 7.4 Ac. Additional description of subdivision Overview of soils and geology (optional but encouraged) range if appropriate) 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. of Owner/. Date VDH Use Only Commonwealth of Virginia Health DepaxtinentM# 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 74 d Contactlndividual G4 GIT Phone ;�[ -5't 3 Z 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. Review for conformance with the Sewage Handling and Disposal Regulations 2. Review for conformance with local onsite wastewater ordinances 3. Other (describe below) Ntf T r me an t of reckestor Rate OSE Form Revised 7102109 Soils Study for Drain Field Sites Lot 1 and Residue A Division of Tax Map 44-9E Albemarle County Prepared for: David O. Bluthardt 1159 Reas Ford Road Earlysville, VA 22936 Prepared by: Steve Gooch Consulting Geologist, Inc. 703 Oliver Creek Road Troy, Virginia 22974 March 17, 2017 Page 1 OSE/PE Report for: Construction Permit 7 Certification Letter 1E1SubdivisionApproval 7 Property Location: 911 Address: 1169 Reas Ford Road Lot 1 Section GPIN or Tax Map # 44-9E Latitude Applicant or Client Mailing Address: Name: David 0. 6luthardt Street: 1169 Reas Ford Road Subdivision Health Dept ID # Longitude City, Of 5 ICity: Earlsyyille State VA Zip Code 22936 I Prepared by: OSE Name Steve Gooch Address 703 Oliver Creek Road City Troy �-. PE Name: Address City State VA License -4 1940001284 Zip Code 22974 License # State Zip Code Date of Report 3117117 Date of Revision -41 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 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 enainecring, specifically the exemption in Code of Virginia Section 54.1-402.11 I recommend that a (select one): nstruction permit certification letter subdivision approval Z be (select one) issued denied M. OSE/PE Signature Date -3/17117 /"1 Soil Profile Reserve Drain Field Lot 1 A Division of Tax Map 44-9E Albemarle County Hole Depth Horizon Material Description (in.) 12 13 14 15 16 0-9 A Brown ((7.5YR 514) clay loam, friable 9-39 Bt Red (1 OR 518) silty clay loam, firm 39-84 C Dark yellowish brown (IOYR 416) sandy loam, friable, 15% weathered schist fragments below 60" 0-10 A Brown ((7.5YR 514) clay loam, friable 10-34 Bt Red (10R 518) silty clay loam, firm 34-72 CB Yellowish red (5YR 5/8) sandy loam, friable wired (2.5YR 518) clay loam 72-84 C Dark yellowish brown (10 YR 416) sandy loam, friable 0-10 A Brown ((7.5YR 514) clay loans, friable 10-42 Bt Red (10R 518) silty clay loam, firm 42-84 Bt2 Red (2.5YR 518) clay loam, friable 0-7 A Brown. ((7.5YR 5/4) clay loam, friable 7-40 Bt Red (1 OR 518) silty clay loam, firm 40-84 C Brown (1OYR 513) sandy loam, friable 0-4 A Brown ((7.5YR 514) clay loam, friable 4-54 Bt Red (lOR 518) silty clay loam, firm 54-84 Bt2 Red (2.5YR 518) clay loam, friable pq,y-- Z0F< Soil Texture Group 3 3 2 3 3 3 2 3 3 3 3 3 2 3 3 3 Page 3 of 4 - Appendix 2 Soil Summary Report —IN GENERAL INFORMATION Date 11/26/16 Submitted to Albemarle County Health Department Applicant David Bluthardt Telephone Number (434) 989-5543 Address 1159 Reas Ford Road Earlysvi Ile, VA 22936 Owner same Address same Location 1159 Reas Ford Road Tax Map 44-9E Subdivision Block/Section Lot 1 SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? r Yes F- No Describe shoulder 2. Slope $ 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) 1X No r Yes inches gree water present 1x No I Yes range in inches 6. Soil percolation rate estimated fX YeS Texture group 1 III� IV s Na Estimated rate 55 min/inch 7. Permeability test performed Yes IX No If yes, note type of test performed and attach FX_ Site Approved: Drainfield to be placed at 60" depth at site designated on permit. F_ Site Disapproved: Reasons for rejection: 1 • F Position in landscape subject to flooding or periodic saturation. 2• 7 Insufficient depth of suitable soil over hard rock. 3• 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. 6 Proposed system too close to well. Other, Specify (attach additional pages if necessary) Y4.�' V a�-4- 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, 0 only the primary area, 2"o'nly the reserve area (check one) for Lot 1 -- A Division of Tax Ma 4p 4-9E Design Basis Total length of available area: 60' Total width of available area: 60' Estimated Pere. Rate: 55 at 60 in. (depth) Number of bedrooms (or GPD): 3 1 2 Conveyance Method: _ Pump" Distribution method (specify): Pump Dispersal system basis3c Table 5.4—_ LGMI required? No (Yes/No) Effluent quality required: Prima (Primary, Secondary, Advanced Secondary) Square feet per bedroom: 412 Area Calculations Number of trenches 7 Width of trenches:3" Reserve required? This is reserve Total width of absorption area required 57; Total trench bottom area required: 1_ 36 Length of trenches: 60' Center to center spacing: - 9' Percent reserve area required: 104 Total trench bottom area provided: 1260 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 :N6 DISTANCEIRNCENEASE4++RENT 3!4"'W 4]9p.1`8� 1'09"E 2e. iY E'42"E 123.75 _r� 41S FLAT NOT FOR RECORDATION COPY SHDWIIS CONTROL POINTS TO Mp�Aa TIED TO NORTH AMERICAN DATUM OF 1983 ,�(� l VIRGINIA Scale 17'= 100' i- Soil Frolile Hole House, Well and Drain Field Sites Lot 1 A Division of Tax Map 44-9E Albemarle County, Virginia Steve Gooch Consulting Geologist 703 Oliver Creek Road Troy, Virginia 22974 North 3932.51 East 11478700 ON XIR ET rE RMTE 660 X\-1. ;.AS FORD ROAD EWRrPTIVE ESMT --- 5 ' DEDICATIaN, ,.1046aImI485 PLAT M. 4d --7D1 jGY F.MALOY 8,3765-575 1046--485 PLAT at i EBSt _.. iig78927 �f GRAPHIC SCALE "EA&Tg DEPARTMENT COPY NOT FOR -RECORDATION 1*0 v F'OU%D / ! k ousel SAO f EXISTING 50' 2( / PRIVATE By190 6'rwtl i@ EPLAT) MOM 4;r - FU D Q "g Pr sed Well , , :, KAS 6; a f 9"Ove r Ua a 24. rain f x PAYED DRIMAY FRAME O� POLE v 20' i �r qq BLDG . • WELL � f�Nw .1. - - r wt - ! EXISTING 3.7.0' ,a eo DWELLING 5 . • A� r / FRAME �1 3.00 AC S R3L.0 ©� OVERHEAD r 1 UTILITY f EDGE OF r PAVEMEt T STAIT RT . 669/ T . MX44-7D r,x-. m m-MM� .. 4354-591 AT ,j Lo r� i lG���fl�: f v.. IRON North 393195 F OUJND East 11478944 ` NEW SIGHT �--- DIST A1�CE �gFtt T.M.4 4ILLIAM E D,8.84 D,g,762- ID. 8.403- OSETE Report for: Construction Permit -E] Certification Letter 11 Subdivision Approval l Property Location: 911 Address: 1159 Reas Ford Road Lot Residue Section Subdivision GPIN or Tax Map # 44-9E Health Dept ID # Latitude Longitude Applicant or Client Mailing Address: Name: David 0. Bluthardt Street: 1 159 Reas Ford Road City: Page 1 City: Earlsyville State VA Zip Code 22936 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 3/17117 Date of Revision -41 OSE/PE Job # Date of Revision #2 of 8 Contents/index of this report (e.g., Site Evaluation Summary, Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc.) OSE Cover Page Abbreviated Design Forms Soil Profile Sheets Survey Plat Sal Information Summary Sheets 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, specifical1v the exemption in Code of Virqinia Section 541-402.11 I recommend that a (select one):nstruction permit certification letter subdivision approval be (select one) issued denied Lj . OSE/PE Signature �be� Date 311711-2 Soil Profile Primary Drain Field Residue A Division of Tax Map 44-9E Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-4 A Brown (7.5YR 514) loam, friable 2 4-32 Bt Reddish brown (2.5YR 514) clay loam, friable 3 32-84 C Dark yellowish brown (10YR 416) loam, friable 2 2 0-12 Bt^ Red (2.5YR 514) clay loam, friable 3 12-16 Ab Dark reddish brown (2.5YR 3/3) clay loam, friable 3 16-36 Btb Red (2.5YR 5/8) clay loam, friable 3 36-84 C Dark yellowish brown (IOYR 416) loam, friable 2 3 0-3 A Reddish brown (5YR 5/4) loam, friable 2 3-33 Bt Red (I OR 518) silty clay loam, firm 3 33-48 BC Red (2.5YR 5/8) clay loam, friable w/yellowish red 3 (5YR 518) sandy loam 48-84 C Yellowish brown (IOYR 5/8) sandy loam, friable 2 4 0-6 A Brown (7.5YR 514) loam, friable 2 6-29 Bt Light reddish brown (2.5YR 614) sandy clay loam, friable 2 29-70 C1 Yellowish red (5YR 518) sandy loam, friable 2 70-84 C2 Dark yellowish brown (10YR 4/6) loam, friable 2 5 0-3 A Reddish brown (5YR 514) loam, friable 2 3-27 Bt Red (I OR 518) silty clay loam, farm 3 27-84 C Yellowish brown (1 OYR 518) sandy loam, friable 2 Page 3 of —IL Appendix 2 Soil Summary Report GENERAL INFORMATION Date 11/26/16 Submitted to Albemarle County Health Department Applicant David Bluthardt Telephone Number (434) 989-5543 Address 1159 Reas Ford Road Earlysville, VA 22936 Owner same Address same Location 1159 Reas Ford Road Tax Map 44-9E Subdivision BlocklSectlon Lot Residue SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? I"X Yes F— No Describe shoulder 2. Slope 16 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) FX_ No i Yes inches Free water present iX No F Yes range in inches 6. Soil percolation rate estimated FX Yes Texture group 1 0 111 IV F No Estimated rate 45 min/inch 7. Permeability test performed F_ Yes 1X No If yes, note type of test performed and attach FX Site Approved: Drainfeld to be placed at 60" depth at site designated on permit. F_ Site Disapproved: Reasons for rejection: 1 - r Position in landscape subject to flooding or periodic saturation. 2. Insufficient depth of suitable soil over hard rock. 3. F_ Insufficient depth of suitable soil to seansonal water table. 4. 17' Rates of absorption too slow. 5. F Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. �., (— Proposed system too close to well. IF Other Specify (attach additional pages if necessary) Pa'w— y 0 �— ? 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, Vonly the primary area, ❑ only the reserve area (check one) for Residue — A Division of Tax Map 44-9E Design Basis Total length of available area: 100, Total width of available area: 50'_ Estimated Pere. Rate: 45 at60� in. (depth) Number of bedrooms (or GPD): 4 1 2 Conveyance Method : Gravijy Distribution method (specify): Gravi�_ 3c Dispersal system basis GMP #135 LGMI required? No (Yes/No) Effluent quality required: Primary (Primary, Secondary, Advanced Secondary) Square feet per bedroom: 344 Area Calculations Number of trenches 4 Width of trenches: 311 Reserve required? Yes Total width of absorption area required 30 Total trench bottom area required: 1032 Length of trenches: 100' Center to center spacing: 9' Percent reserve area required: 100 Total trench bottom area provided: 1200 The required width is calculated by multiplying the center -to -canter spacing by one less than the number of trenches and adding I 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 /'\ Soil Profile Reserve Drain Field Residue A Division of Tax Map 44-9E Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 6 0-2 A Reddish brown (2.5YR 5/3) clay loam, friable 3 2-30 Bt Red (2.5YR 518) silty clay loam, firm 3 30-60 C1 Dark yellowish brown (1 OYR 416) sandy loam, friable 2 60-84 C2 Olive brown (2.5Y 414) sandy loam, friable 2 7 0-4 A Reddish brown (2.5YR 513) clay loam, friable 3 4-26 Bt Red (I OR 518) silty clay loam, firm 3 26-84 C Yellowish red (5YR 518), yellowish brown (10YR 518) 2 sandy loam, friable 8 0-4 A Reddish brown (2.5YR 513) clay loam, friable 3 4-29 Bt Red (I OR 518) silty clay loam, firm 3 29-84 C Yellowish brown (I OYR 5/8) sandy loam, friable 2 9 0-3 A Reddish brown (2.5YR 513) clay loam, friable 3 3-30 Bt Red (I OR 518) silty clay loam, firm 3 30-84 C Yellowish brown (1 OYR 518) sandy loam, friable 2 10 0-4 A Reddish brown (2.5YR 513) clay loam, friable 3 4-33 Bt Red (10R 518) silty clay loam, firm 3 33-48 CB Dark yellowish brown (1 OYR 416) sandy loam, friable 2 w/red (2.5YR 518) clay loam 48-84 C Dark yellowish brown (10 YR 416) sandy loam, friable 2 11 0-4 A Reddish brown (2.5YR 513) clay loam, friable 3 4-24 Bt Red (I OR 518) silty clay loam, firm 3 24-47 Bt2 Red (2.5YR 518) clay loam, friable 3 47-84 C Reddish brown (2.5YR 514) sandy clay loam, friable 2 Page L of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 11/26/16 Submitted to Albemarle County Health Department Applicant David Bluthardt Telephone Number (434) 989-5543 Address 1159 Reas Ford Road Earlysvi Ile, VA 2293E Owner same Address same Location 1159 Reas Ford Road Tax Map 44-9E Subdivision Block/Section Lot Residue SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? 5 Yes Fµ No Describe shoulder 2. Slope 14 % 3. Depth to rock or impervious strata: Max. Min. 4. Depth to seasonal water table (gray mottling or gray color) % No F" Yes "''Gree water present FX No F Yes range in inches b. Soil percolation rate estimated x Yes Texture group I II 111 1V (_ No Estimated rate 45 min/inch 7. Permeability test performed 7 Yes FX No If yes, note type of test performed and attach None x inches FX Site Approved: Drainfield to be placed at 5fl" depth at site designated on permit. r Site Disapproved: Reasons for rejection: 1. I— Position in landscape subject to flooding or periodic saturation. 2. r Insufficient depth of suitable soil over hard rock. 3. F- Insufficient depth of suitable soil to seansonal water table. 4. F_ Rates of absorption too slow. 5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. F- Proposed system too close to well. Other Specify ))u,Y-7 4�-? 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, 11o'nly the reserve area (check one) for Residue -- A Division of Tax Ma 44-9E Design Basis Total length of available area; 60' + 30" Total width of available area: 75' Estimated Perc. Rate: 45 at60�„' in. (depth) Number of bedrooms (or GPD): 4 Conveyance Method : — Gravitti _ __ z Distribution method (specify] Gravity_ Dispersal system basis 3c GMP4135 _ LGMI required? No (Yes/No) Effluent quality required: Prim (Primary, Secondary, Advanced Secondary) Square feet per bedroom: 344 Area Calculations Number of trenches 9 Width of trenches: 3" Reserve required? This is reserve Total width of absorption area required 75' Total trench bottom area required: _M Length of trenches: _60_ _' (5) + 30' (` 4} Center to center spacing: 9' Percent reserve area required: 100 Total trench bottom area provided: 1260 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 j"0100% GFgAPKIC sr -ALE x00 [EB NEW SIGHT MCE EASE"'i HE oT FOR, FIECORD TION "rVe 0 i F0 f Jr Quege r. EXISTING vATE s'EAS ` r� f/ tp.B. i7-186 G 187 La Dr.irtd fLAJq S i 1 1 ; i C t C1 + + 200 Pressed Welt no I I FUM PAVED YEWAY WELL ';r�►�' 7.0 L Ot.E 3,04 I UTILITY (LINE 00 K rum th 3931952 M� r t 11478944 RRILST4KE 141 30Q Tom ��1�+�• 1 ''. RES ey DEuCTION F (D.8. 1 -725 G 72f 1• ♦� 4 a, i! East2161 j 1�7NW RMn►a Scale 1 "=--100' a - Soil Profile Hole O.B. House, Well and Drain Field Sites B•B' R 'd esi ue A Division of Tax Map 44-9E Albemarle County, Virginia Steve Gooch Consulting Geologist 703 Oliver Creek Road Troy, Virginia 22974 THE NG CRIBED LOT PLATATPORTION OEITAMI44-9E,ISTHE WITHLTHENFREESCONSENTLAND. AND IN ACLETDANCE W17HD/OR THE DDESIRIFOF THE UNDERSIGNED OWNER(S), DAVID O.BLUTHARDT CITY/COUNTY OF STATE OF THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 2017 BY DAVID O.BLUTHAROT NOTARY PUBLIC MY COMMISSION EXPIRES : NOTARY SEAL APPROVED FOR RECORDATION z Inva AGENT FOR THE BOARD OF SUPERVISORS DATE THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT THE REQUEST OF THE DIRECTOR OF PLANNING. BY PLACING HIS/HER SIGNATURE ON THIS PLAT HE/SHE HAS DEEMED THAT THEY ARE CORRECT AND IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING ORDINANCE IN EFFECT THIS DATE. THESE NOTES ARE NOT RESTRICTIVE COVENANTS RUNNING WITH THE LAND AND THEIR APPEARANCE ON THIS PLAT IS NOT INTENDED TO IMPOSE THEM AS SUCH. ANY REFERENCE TO FUTURE DEVELOPMENT RIGHTS SHOWN HEREON IS THEORETICAL. NOTES: 1. OWNER & ADDRESS: T.M.44-9E DAVID O.BLUTHARDT 1159 REAS FORD ROAD EARLYSVILLE.VIRGINIA 22936 A. T.M.44-9E IS ZONED RA. VICINITY MAP LOT 1 IS ASSIGNED ONE DEVELOPMENT RIGHT AND MAY 3 NOT BE FURTHER DIVIDED. SCALE: 1" = 2000'+/ - THE RESIDUE OF T.M.44-9E RETAINS THREE DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED. D. SOUTH FORK LOT 1 AND THE RESIDUE,EACH CONTAIN A BUILDING SITE 4 r6_6_01 RIVANNA RIVER COUNTY ZONING ORDINANCE. E. RESERVOIR PROPERTY IS NOT LOCATED IN AN AGRICULTURAL -FORESTAL REAS 5 F. TTHISRPROPERTY LIES WITHIN THE SOUTH FORK RIVANNA FORD ROAD -_ V�KLTjR OF THE APPROXIMATE LOCATIONS OF THE STREAM AND STREAM BUFFER SHOWN HEREON WERE TAKEN FROM THE COUNTY OF O y�i'G, ALBEMARLE GIS WEBSITE AND SHALL BE MANAGED IN �/ SITE FOR �e;,, PROTECTION ORDINANCE. SWDRB E N SETBACK REQUIREMENTS: o REVIEW FRONT= 75'(ALONG ST.RT.ROUTE 660) FRONT= 25'(ALONG PRIVATE STREET ESMT.) BRIAN S'RAY SIDES- 25' REAR = 35' Lic. NO. 002281 UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND/OR SEWER 7 SERVICE WILL NOT BE AVAILABLE TO THIS PROPERTY. J. THE EXISTING PRIVATE STREET EASEMENT SHOWN HEREON MAY AUDUBON SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY 66O DRIVE K. OF ALBEMARLE, ANY SUBSEQUENT DIVISIONS SHALL ENTER ONLY ONTO SUCH STREET(S) REAS SHOWN ON THE APPROVED FINAL PLAT AND SHALL HAVE NO IMMEDIATE ��►�D� ACCESS ONTO ANY PUBLIC STREET. FORD THE EXISTING PRIVATE STREET EASEMENT IS OF ADEQUATE WIDTH AND HORIZONTAL AND VERTICAL ALIGNMENT TO ACCOMMODATE A TRAVELWAY ROAD PASSABLE BY ORDINARY PASSENGER VEHICLES IN ALL BUT TEMPORARY EXTREME WEATHER CONDITIONS,TOGETHER WITH AREA ADEQUATE FOR 676 MAINTENANCE OF THE TRAVELWAY,AS REQUIRED BY SECTION 14-412 OF THE ALBEMARLE COUNTY CODE. WOODLANDS ROAD 676 WOODLANDS ROAD THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT THE REQUEST OF THE DIRECTOR OF PLANNING. BY PLACING HIS/HER SIGNATURE ON THIS PLAT HE/SHE HAS DEEMED THAT THEY ARE CORRECT AND IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING ORDINANCE IN EFFECT THIS DATE. THESE NOTES ARE NOT RESTRICTIVE COVENANTS RUNNING WITH THE LAND AND THEIR APPEARANCE ON THIS PLAT IS NOT INTENDED TO IMPOSE THEM AS SUCH. ANY REFERENCE TO FUTURE DEVELOPMENT RIGHTS SHOWN HEREON IS THEORETICAL. NOTES: 1. OWNER & ADDRESS: T.M.44-9E DAVID O.BLUTHARDT 1159 REAS FORD ROAD EARLYSVILLE.VIRGINIA 22936 A. T.M.44-9E IS ZONED RA. B. LOT 1 IS ASSIGNED ONE DEVELOPMENT RIGHT AND MAY 3 NOT BE FURTHER DIVIDED. C. THE RESIDUE OF T.M.44-9E RETAINS THREE DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED. D. ACCORDING TO THE ALBEMARLE COUNTY GIS WEBSITE, LOT 1 AND THE RESIDUE,EACH CONTAIN A BUILDING SITE 4 THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. E. ACCORDING TO THE ALBEMARLE COUNTY GIS WEBSITE THIS PROPERTY IS NOT LOCATED IN AN AGRICULTURAL -FORESTAL 5 F. TTHISRPROPERTY LIES WITHIN THE SOUTH FORK RIVANNA WATER SUPPLY WATERSHED. G. THE APPROXIMATE LOCATIONS OF THE STREAM AND STREAM BUFFER SHOWN HEREON WERE TAKEN FROM THE COUNTY OF ALBEMARLE GIS WEBSITE AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER 6 PROTECTION ORDINANCE. H. SETBACK REQUIREMENTS: FRONT= 75'(ALONG ST.RT.ROUTE 660) FRONT= 25'(ALONG PRIVATE STREET ESMT.) SIDES- 25' REAR = 35' I. UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND/OR SEWER 7 SERVICE WILL NOT BE AVAILABLE TO THIS PROPERTY. J. THE EXISTING PRIVATE STREET EASEMENT SHOWN HEREON MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY K. OF ALBEMARLE, ANY SUBSEQUENT DIVISIONS SHALL ENTER ONLY ONTO SUCH STREET(S) SHOWN ON THE APPROVED FINAL PLAT AND SHALL HAVE NO IMMEDIATE ACCESS ONTO ANY PUBLIC STREET. L. THE EXISTING PRIVATE STREET EASEMENT IS OF ADEQUATE WIDTH AND HORIZONTAL AND VERTICAL ALIGNMENT TO ACCOMMODATE A TRAVELWAY PASSABLE BY ORDINARY PASSENGER VEHICLES IN ALL BUT TEMPORARY EXTREME WEATHER CONDITIONS,TOGETHER WITH AREA ADEQUATE FOR MAINTENANCE OF THE TRAVELWAY,AS REQUIRED BY SECTION 14-412 OF THE ALBEMARLE COUNTY CODE. THE BOUNDARY DATA SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY. SHOULD AN OFFICIAL DETERMINATION OF PARCELS OF RECORD REVEAL THAT ADDITIONAL PARCELS AND/OR DEVELOPMENT RIGHTS EXIST, THE INTENT OF THIS PLAT IS NOT TO COMBINE THESE PARCELS OR EXTINGUISH. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOW BY ME ARE SHOWN OR NOTED HEREON. THIS PROPERTY IS SUBJECT TO ANY ADDITIONAL EASEMENTS,UTILITIES, CONOITIONS,ANO/OR COVENANTS THAT MAY EXIST, T.M.44-9E IS SUBJECT TO THE FOLLOWING: A. A DRIVEWAY MAINTENANCE DECLARATION (D . B . 1790-189) . B. EASEMENTS TO VIRGINIA ELECTRIC & POWER COMPANY (D.8.404-287, D.B.376-467 & 0.8.376-153). T.M.44-9E IS SUBJECT TO THE FOLLOWING INSOFAR AS THEY MAY APPLY: A. AN EASEMENT TO VIRGINIA TELEPHONE & TELEGRAPH COMPANY (0.8.490-361) . B. AN EASEMENT TO THE CITY OF CHARLOTTESVILLE (D.B.290-437), ACREAGE BEFORE THIS SUBDIVISION PLAT: T.M.44-9E= 10.4+/- ACRES (O.B.1767-725 & 726 PLAT & D.B.389-2A PLAT) SUBDIVISION PLAT LOT 1, CONTAINING 3.00 ACRES A PORTION OF TAX MAP 44 PARCEL 9E THE PROPERTY OF DAVID O.BLUTHARDT AND NEW SIGHT DISSTANCE EASEMENT LOCATED ON STATE ROUTE 660(REAS FORD ROAD) AND EXI5TING 50`PRIVATE STREET EASEMENT JACK JOUETT MAGISTERIAL DISTRICT ALBEMARLE COUNTY.VIRGINIA SCALE: I- = 100' DATE: DECEMBER 30.2016 REVISED: MARCH 9, 2017 FOR DAVID O.BLUTHARDT ROGER W.RAY & ASSOC.,INC. 663 BERKMAR COURT CHARLOTTESVILLE.VIRGINIA 22901 TELEPHONE: (434) 293-3195 GL RAYSURVEYING.COM SHEET 1 OF 2 11661C DE 40TES SIG", QISTANCE GOpATIGN THIS PLAT NOT INTS GpPY SHpWI TE Acta Ac I�'TO NpgTN kw -Ric"', AD83) DAV �� A S�Tjj spc T.0 . q 4AK JR MILLT D B X050&SQ7 PLAT q.8.1790-1�' North13d78927 I'ET East 1-�iQD' GRAPHIC SGALE ALTH DEPAR ORDATIDN� OF NDT FOR REC p,opOsed PAMry Dra-v a -`L- EXISTING / f i9 B. ids i86 && 187 PLATT I c ss7.1� 4s.� Proposed Well Site � 4-1 rainfogg ! F10_ IYEUTAY North 3932451 - �^ y ` East 11478740 4g' � }�"i �_ __ ` FRAME ,itElL SET f � l Fp-mc k ! / L BLDG. E 20' + TE ROl•!iE 66Q \ i , � + aY�EA° I UJILTTY ST AFos i LINE Sj;REr4; 1 I 4; t15 �T) '�ICATION �� � �'� �o• caf4�y7 8.1046"`405 PLA N EDGE of � Sort 34789 PAVvew �� F4jN0 East 14 N F D 5T . RT .660/ T M 44 _ , . xTDN _ NES SIS T D'B'pfi� 5 AT TIN X354 �N pISTANCE E�' N Q • g 10 T.M• 44-9E UA t3 95- d $ 186 6 187 SAT Q g. 1790 - PLA p,@.1767-725 6 726PLAT S pW,j.6.389-2A - ACRE of 13Y OEOUC-TIOM FRS �TO.g,� C OFO PLAT) ��a (0 . g • 1 \-725 & 726 PLA 1 \f 0 v�y $qy Fasth 11479331 T M,44 -9F MIL D B gE. gg�igYAN 0.0.752-363403,- 83 PLAT Q.B• En 4 7 If Y a 0 ED RASENB !703 1"=100' •- Soil Profile Hole !i. anal Drain Field Sites sidue f Tax Map 44-9F- Albemarleour ' Vir . , Consulting Geologist reek Road FM 22974 REyIEW SCALE: i'DO ZOifi C11ISEa:CR{ 9.20 i7 MSES W. RAY & ASSOC • ,rING 663 BEAKMAA COLA 1 TT1w5VIL� cvmw �43A 29g 3115 TF{YEYING • Com