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HomeMy WebLinkAboutSUB201600011 Approval - Agencies 2016-05-311 9_ d/ 6 i 401"r'1 H1 COMMONWEALTH of VIRGINIA In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE State Department of Health FLUVANNA COUNTY(PALMYRA) 1138 Rose Hill Drive GREENE COUNTY(STANARDSVILLE) LOUISA COUNTY(LOUISA)Phone(434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGTON) Fax (434)972-4310 Charlottesville,Virginia 22906 5/31/2016 Paty P71DepartmentofCommunityDevelopment u u°` 401 McIntire Road,Room 227 Charlottesville,VA 22902 RE: Review of Proposed Subdivision Plat as part of Tax Map 7,Parcel 26,located in Albemarle County,Virginia. Dear Ms. Saternye: On May 12, 2016, 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: Thomas Hogge; Onsite Soil Evaluator. 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 proval does pertain to the requirements of local ordinances. mcere y 1 Ste en art Environm ta1 Health Speci`lis r. Onsite Se age and Water rograms OF A 111 . 4.01 53\ - ft49 s ,_. 4,as_,, 097411. 144- Re i e‘A/ COUNTY OF ALBEMARLE Department of Community Development VC196 1 S-bV e 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 May 12, 2016 Teresa Batten Virginia Department of Health 1138 Rose Hill Drive 117.7Y ti-116 _1 Charlottesville,VA 22906 RE: SUB201600011 Parcel A&Residual—Rural Subdivision Dear Ms. Batten: The County of Albemarle has received application to develop/subdivide[Tax Map 7,Parcel 26]. 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, Pat Sate,, - Senior Planner Department of Community Development Voice: (434)296-5832 ext. 3250 Fax: (434)972-4035 C . .. 1 Ne r' Page 1 of P OSE/PE Report For: fl Construction DRepair Voluntary Upgrade © Certification {{- 11l Subdivision Permit Permit Permit Letter Approval Property Location: 911 Address: City: Lot Parcel A Section Subdivision GPIN or Tax Map# 7-26 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address:pi Dr„,-,1 Name: AW Breiner&Associates Street: 115 N Henry St. City: Alexandria State VA Zip Code 22314 Prepared by: OSE Name Thomas G. Hogge License#1940-001091 Address P4 Box 418 City Ruckersville State VA Zip Code 22968 PE Name License# Address City State Zip Code Date of Report 3/22/j ., Date of Revision#1 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.) 1-Cover 2,3-Site and Soil Evaluation Report 4-Site Sketch 5,6-Design Calculations Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the applicable provisions of the Sewage Handling and Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VAC5-630),the Regulations for Alternative Onsite Sewage Systems(12VAC5-613)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. he 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.A.111 I recommend that a(select one): construction permit 0 certification letter 0 subdivision approval Elbe(select one) Issued El repair permit 0 voluntary upgrade Denied OSE/PE Signature /// !. %iS,,;Date 3/2-Z/MCr This form contains personal information subject t• disclosure under the Freedom of Information Act. Revised 12/1/2014 r 4 , q Page of 6 Site and Soil Evaluation Report VDH Use Only HDIN: General Information Date:______312414 AlbemarleCounty Health Department Owner: AW Breiner&Associates Phone: Owner Address: 115 N Henry St, Alexandria,VA 22314 Property Address: Tax Map/GPIN#: 7-26, Parcel A Subdivision: Section: Block: Lot: Parcel A Soil Information Summary 1. Position in landscape satisfactory: M Yes 0 No Describe landscape position: Sideslope 2. Slope: 17 3. Depth to rock/impervious strata: Max. 60+ in. Min. 45 in. 0 Not observed 4. Free Water Present: 0 Yes II No Range in inches: 5. Depth to seasonal water table(gray mottling or gray color): inches 19 Not observed 6. Soil percolation rate estimated: B Yes 0 No Estimated rate: 80 min/in at 24 inches depth 1 Texture Group: 0 1 0 II B III 0 IV 7. Percolation test performed: ©Yes o No if yes,provide additional data on percolation test results. Name and title of eva . tor: Thomas Graham Hogge, OSE Signature: OP' & t!. '`: is t7 Site approved: A 1on trenches describe dispersal area,e.g.absorption trenches)dispersing Septic tank effluent (proposed level of treatment at time of evaluation)to be placed at 24 (inches)depth at site designated on permit. Site provides a total of 3300 square feet of absorption area for primary and reserve(if applicable). 0 Site disapproved: Reasons for rejection(check all that apply) 1. 0 Position in landscape subject to flooding or periodic saturation. 2. 0 Insufficient depth of suitable soil over hard rock. 3. 0 Insufficient depth of suitable soil to seasonal water table. 4. 0 Rates of absorption too slow. 5. 0 Insufficient area of acceptable soil for required absorption area,and/or reserve area. 6. 0 Proposed system too close to well. 7. 0 Other(specify) This form contains personal information subject to disclosure under the Freedom of Information Art. Revised 12/1/2014 Page_3 of ( Date of Evaluation: 2-29-16 Profile Description SOIL EVALUATION REPORT Property ID: Tax Map 7-26,Parcel A Where the local health department conducts the soil evaluation the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. if soil evaluations are conducted by a private Onsite Soil Evaluator or Professional Engineer,location of profile holes and sketch of the area investigated including all structural features(i.e.sewage disposal systems,wells,etc.)within 100 feet of the site and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached to this form. See alplication sketch a See Construction Permit 0 See sketch on reverse sidtror page attached to this form. Hole# Horizon Depth Description of color,texture,etc. Texture Inches)Group 1 A 0-5 10 YR 4/3 brown loam II Bt 5-48 2.5 YR 4/8 red,heavy silty clay loam;few mottles of 10 YR 6/6 brownish yellow III Ct 48-60 2.5 YR 4/8 red,light silty day loam to silt loam with mottles of 10 YR 6/6 brownish yellow III and 10 YR 8/3 very pale brown 2 A 0-6 7.5 YR 4/4 brown loam II Bt 6-32 2.5 YR 4/8 red,heavy clay loam with mottles of 2.5 Y 7/3 pale yellow Ill C 32-60 7.5 YR 5/8 strong brown friable sandy loam saprolite,variegated with 7.5 YR 7/4 pink and 2.5 YR 4/8 red 11 3 AP 0-8 7.5 YR 4/4 brown loam II Bt 8-37 5 YR 4/6 yellowish red,heavy day loam Ill BCt 37-45 5 YR 4/6 yellowish red light day loam to sandy day loam with mottles of 111/11 2.5 Y 7/3 pale yellow;auger refusal at 45";feels like loose rods REMARKS: If someone actually uses this site for a drainfield,it could benefit greatly from a backhoe review. It is possible that a backhoe could reveal more favorable soils at a greater depth. This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/1/2014 Page I/ of SITE SKETCH SHOWING PROPOSED PRIMARY AND RESERVE SEPTIC FOR PROPOSED DIVISION OF TAX MAP # 7-26, ALBEMARLE COUNTY, VA SCALE: 1" = 100' CI 1111•••••1,, I I I 0:92!o I! Off:' 1 PROPOSED 9 PRIMARY& s RESERVE TH A3 G. y SEPTIC 2 10 40'OH POWERs'E#194 ,.'` EASEMENT I V Mp VA iml9 P-C AIS) Fp p}C1M ABPA r-\ \...) ESA WATER COMES FROM DEV.SPRING; 1 SNOT SHOWN LEGEND Auger Boring BLUE RIDGE B3C Proposed Well Spot Drainfield/Reserve Corner Stake SOIL CONSULTING, INC. N AUTHORIZED ONSITE SOIL EVALUATORS (AOSEs) Proposed House Site P.O.Box 418 Ruckersviile,VA 22968 (434)985-2780 fir/ Pagefof Design Calculations Tax Map 7-26, Parcel A Albemarle County, VA PRIMARY DRAINFIELD Design Basis A. Estimated Percolation Rate so @ 24" Minutes per inch) B. Trench bottom square feet 656 Required per Bedroom from Table 5.4)based on LTJ Gravity LPD 0 other: C. Number of Bedrooms 3 Area Calculations: D. Length of Trench(ft.) ioo E. Length of Available Area(ft.) 105 F. Width of Trench (ft.)3 G. Number of Trenches 7 H. Center-to-center spacing (ft.) 10 I. Width required(ft.) 103 (Including Reserve) J. Width of available area(ft.) 103 K. Total square footage required 1968 L. Square footage in design 2100 M. Is a reserve area required? yes See next page. 4.00 Page 6 of Design Calculations Tax Map 7-26, Parcel A Albemarle County, VA RESERVE DRAINFIELD Design Basis A. Estimated Percolation Rate 80 24 Minutes per inch) B. Trench bottom square feet 349 150 GPD/0.43 GPD PER SQ.FT.) Required per Bedroom from Table 5.4)based on Gravity D LPD 0 other: TL-3 EFFLUENT TO GRAVITY-DOSED TRENCHES,PER 12 VAC 5-613-10,REGULATIONS FOR ALTERNATIVE ONSITE SEWAGE SYSTEMS. IN ACCORDANCE WITH GMP 156,TL-3 EFFLUENT MUST BE PROVIDED BY AN APPROVED PROPRIETARY NITROGEN REMOVAL TREATMENT UNIT,PROVIDING A NET TOTAL NITROGEN REMOVAL(AT THE PROJECT BOUNDARY)OF 50%. C. Number of Bedrooms 3 Area Calculations: D. Length of Trench(ft.) I 100 I E. Length of Available Area(ft.) I 105 I F. Width of Trench(ft.) 3 I G. Number of Trenches I 4 I H. Center-to-center spacing(ft.) I 10 I I. Width required (ft.) I 103 I (Including Primary) J. Width of available area(ft)I 103 I K. Total square footage required I 1047 I L. Square footage in design I 1200 I ti./ r+' Page I of OSE/PE Report For: Q Construction ® Repair Voluntary Upgrade ri Certification Ei Subdivision Permit Permit Permit Letter Approval Property Location: 911 Address: City: Lot Parcel A Section Subdivision GPIN or Tax Map# 7-26 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: AW Breiner&Associates Street: 115 N Henry St. City: Alexandria State VA Zip Code 22314 Prepared by: OSE Name Thomas G. Hogge License#1940-001091 Address PO Box 418 City Ruckersville State VA Zip Code 22968 PE Name 0 nPPTE:71 License# Address City State Zip Code Date of Report 312.2/4-, Date of Revision#1 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.) 1-Cover 2,3-Site and Soil Evaluation Report 4-Site Sketch 5,6-Design Calculations Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the applicable provisions of the Sewage Handling and Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VAC5-630),the Regulations for Alternative Onsite Sewage Systems(12VAC5-613)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. FIhe 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.A.11 I recommend that a(select one): construction permit 0 certification fetter 0 subdivision approval Elbe(select one) Issued la repair permit 0 voluntary upgrade 0 Denied 0 OSE/PE Signature tf...;z'Date-Z-1/4'3 Or This form contains personal information subject t. disclosure under the Freedom of Information Act. Revised 12/1/2014 F 400 Page 4 of ? Site and Soil Evaluation Report VDH Use Only HDIN: General Information Date:3/ZZ./J Albemarle County Health Department Owner: AW Breiner&Associates Phone: Owner Address: 115 N Henry St, Alexandria, VA 22314 Property Address: Tax Map/GPIN#: 7-26, Parcel A eI" Subdivision: Section: Block: Lot: Soil Information Summary 1. Position in landscape satisfactory: ®Yes 0 No Describe landscape position: Sideslope 2. Slope: 17 3. Depth to rock/impervious strata: Max. 60+ in. Min. 45 in. 0 Not observed 4. Free Water Present: 0 Yes No Range in inches: 5. Depth to seasonal water table(gray mottling or gray color): inches B Not observed 6. Soil percolation rate estimated: El Yes 0 No Estimated rate: „ PO min/in at 24 inches depth Texture Group: 0 I 0 II B III 0 IV 7. Percolation test performed: D Yes d No if yes,provide additional data on percolation test results. Name and title of eva ,tor: Thomas Graham Hogge, OSE Signature: der„,,, =` is tx Site approved: Absorption trenches describe dispersal area,e.g.absorption trenches)dispersing Septic tank effluent (proposed level of treatment at time of evaluation)to be placed at 24 (inches)depth at site designated on permit. Site provides a total of 3300 square feet of absorption area for primary and reserve(if applicable). 0 Site disapproved: Reasons for rejection(check all that apply) 1. 0 Position in landscape subject to flooding or periodic saturation. 2. 0 Insufficient depth of suitable soil over hard rock. 3. 0 Insufficient depth of suitable soil to seasonal water table. 4. 0 Rates of absorption too slow. 5. 0 Insufficient area of acceptable soil for required absorption area,and/or reserve area. 6. 0 Proposed system too close to well. 7. 0 Other(specify) This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/1/2014 l 1 sire Page_..L of Date of Evaluation: 2-29-16 Profile Description SOIL EVALUATION REPORT Property ID: Tax Map 7-26,Parcel A Where the local health department conducts the soil evaluation the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. if soil evaluations are conducted by a private Onsite Soil Evaluator or Professional Engineer,location of profile holes and sketch of the area investigated including all structural features(i.e.sewage disposal systems,wells,etc.)within 100 feet of the site and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached to this form. 0 See aplication sketch ® See Construction Permit 0 See sketch on reverse side or page attached to this form. Hole# Horizon Depth Description of color,texture,etc. Texture Inches)Group 1 A 0-5 10 YR 4/3 brown loam it Bt 5-48 2.5 YR 4/8 red,heavy silty clay loam;few mottles of 10 YR 6/6 brownish yellow III Ct 48-60 2.5 YR 4/8 red,light silty day loam to silt loam with mottles of 10 YR 6/6 brownish yellow Ill and 10 YR 8/3 very pale brown 2 A 0-6 7.5 YR 4/4 brown loam II Bt 6-32 2.5 YR 4/8 red,heavy clay loam with mottles of 2.5 Y 7/3 pale yellow III C 32-60 7.5 YR 5/8 strong brown friable sandy loam saproliite,variegated with 7.5 YR 7/4 pink and 2.5 YR 4/8 red II 3 AP 0-8 7.5 YR 4/4 brown loam II Bt 8-37 5 YR 4/6 yellowish red,heavy clay loam III BCt 37-45 5 YR 4/6 yellowish red light clay loam to sandy day loam with mottles of IIUII 2.5 Y 7/3 pale yellow;auger refusal at 45";feels like loose rock REMARKS: If someone actually uses this site for a dralnfield,it could benefit greatly from a backhoe review. It is possible that a backhoe could reveal more favorable soils at a greater depth. This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/1/2014 Page % of '' SITE SKETCH SHOWING PROPOSED PRIMARY AND RESERVE SEPTIC FOR PROPOSED DIVISION OF TAX MAP # 7-26, ALBEMARLE COUNTY, VA SCALE: 1" = 100' 93c \C-' 0 A i- _ 1 1 f I 2 1 iI 111/1.... i 1 p,LTH O 1 Off.•' r.i I PROPOSED S PRIMARY& Lt' RESERVE z r.: HG • TH AS G. SEPTIC 1 40'OH POWER 194'J .' EASEMENT I C E*\. * P\ IOM314 FOIL 13 BM N im 1 It'lYIk° rki \ ES° WATER COMESNFROMDEV.SPRING; NOT SHOWN LEGEND Auger Boring BLU E RI DGE 63C Proposed Well Spot Drainfield/Reserve Corner Stake SOIL CONSULTING, INC. vjAUTHORIZED ONSITE SOIL EVALUATORS (AOSEs) Proposed House Site P0.Box 418 Ruckersville,VA 22968 (434)985.2711 Irv' WO Page of, Design Calculations Tax Map 7-26, Parcel A Albemarle County, VA PRIMARY DRAINFIELD Design Basis A. Estimated Percolation Rate o @ 24• Minutes per inch) B. Trench bottom square feet 656 Required per Bedroom from Table 5.4)based on IM'Gravity 0 LPD 0 other: C. Number of Bedrooms 3 Area Calculations: D. Length of Trench (ft.) 100 E. Length of Available Area (ft.) 105 F. Width of Trench (ft.)3 G. Number of Trenches 7 H. Center-to-center spacing(ft.) 10 I. Width required (ft.) 103 (Including Reserve) J. Width of available area(ft.) 103 K. Total square footage required 1968 L. Square footage in design 2100 M. Is a reserve area required? yes See next page. Page 6 of Design Calculations Tax Map 7-26, Parcel A Albemarle County, VA RESERVE DRAINFIELD Design Basis A. Estimated Percolation Rate 80 @ I 24 I Minutes per inch) B. Trench bottom square feet 349 I ` 150GPD/0.43 GPD PER SQ.FT.) Required per Bedroom from Table 5.4)based on Gravity LPD 9 other: TL-3 EFFLUENT TO GRAVITY-DOSED TRENCHES,PER 12 VAC 5-613-10,REGULATIONS FOR ALTERNATIVE ONSITE SEWAGE SYSTEMS. IN ACCORDANCE WITH GMP 156,TL-3 EFFLUENT MUST BE PROVIDED BY AN APPROVED PROPRIETARY NITROGEN REMOVAL TREATMENT UNIT,PROVIDING A NET TOTAL NITROGEN REMOVAL(AT THE PROJECT BOUNDARY)OF 50%. C. Number of Bedrooms 3 Area Calculations: D. Length of Trench(ft.) 100 E. Length of Available Area(ft.) 105 F. Width of Trench(ft.) 3 G. Number of Trenches I 4 I H. Center-to-center spacing(ft.) 10 I. Width required(ft.) 103 I (Including Primary) J. Width of available area(ft.)I 103 I K. Total square footage required I 1047 I L. Square footage in design I 1200 I