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HomeMy WebLinkAboutSUB201800202 Assessment - Environmental 2018-12-20 2 + 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 December 20, 2018 Mr.Brent Nelson County Of Albemarle Dept. Of Planning and Community Development 401 McIntire Rd Room 227 Charlottesville,VA 22902-4579 Re: Proposed Drain Field Sites Lots A and B A Division of Tax Map 20-6C Albemarle County SUB: 2018-202 Dear Brent: 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. Steve Gooch Encl. !CENEC DEC 2 1 MA COMMUNITY DEVELOPMENT r CommonwealtlC,f Virginia 3 VDH Use Only Application for Subdivision Review Health Department ID# (Page 1 of 2 to be filled out by the Owner or Agent) Due Date Owner Southern Property,LLC Phone (434)962-5158 Mailing Address 170 S.Pantops Drive Phone Charlottesville,VA 22911 Fax Developer/Agent Steve Gooch,Consulting Geologist 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 General Store bear right on Advance Mills Road to property to 1st property on left after passing gravel driveway for 5324 Advance Mills Road Name of Proposed Subdivision Tax Map20 -6C Other Property Identification Dimension/Acreage of Property 5.65 Ac. Number of lots proposed 2 Proposed water source(note:new or existing,public or individual) new,individual General size of lots 2.825 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. Signatur o /A. en�3 f(7/20/I/ g Date Soils Study for Drain Field Sites Lots A and B A Division of Tax Map 20-6C Albemarle County SUB 2018-202 Prepared for: Southern Property,LLC 170 S.Pantops Drive Charlottesville, VA 22911 Prepared by: Steve Gooch Consulting Geologist,Inc. 703 Oliver Creek Road Troy,Virginia 22974 December 20, 2018 C Page 1 of 5 OSE/PE Report for: Construction Permit I Certification Letter n Subdivision Approval Ei Property Location: 911 Address: City: Lot A Section Subdivision GPIN or Tax Map# 20-6C Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Southern Property, LLC Street: 170 S. Pantops Drive City:Charlottesville State VA Zip Code 22911 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 CPE Name: License# Address City State Zip Code Date of Report 12/20/18 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.) OSE Cover Page Abbreviated Design Form Soil Profile Sheet Survey Plat Soil Information Summary Sheet 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. EiThe 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 CI recommend that a(select one): minstruction permits certification letter subdivision approvals be(select one)issued© denied U. OSE/PE Signature 1-e&e, g) Date /2-120/aa Z �F‘ Soil Profile Lot A A Division of Tax Map 20-6C Advance Mills Farm Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-2 Al Dark gray(10YR 4/1)loam,friable 2 2-12 A2 Brown(7.5YR 5/4)clay loam,friable 3 12-33 Bt Red(10R 4/6) silty clay loam,firm 3 33-63 Bt2 Red(10R 5/8)clay loam, friable 3 63-84 C Reddish brown(2.5YR 5/4) sandy loam, friable 2 2 0-6 A Brown(7.5YR 5/4)clay loam,friable 3 6-37 Bt Red(1OR 5/8)silty clay loam,firm 3 37-56 Bt2 Red(2.5YR 5/8)clay loam,friable 3 56-84 C Yellowish brown(10YR 5/8)sandy loam,friable 2 3 0-7 A Brown(7.5YR 5/4)clay loam, friable 3 7-40 Bt Red(10R 5/8)silty clay loam, firm 3 40-61 Bt2 Red(2.5YR 5/8)clay loam, friable 3 61-84 C Light red(2.SYR 6/8) loam, friable 2 C 4 0-3 Al Dark gray(10YR 4/1)loam, friable 2 3-9 A2 Brown(7.5YR 5/4)clay loam, friable 3 9-48 Bt Red(10R 4/6)silty clay loam, firm 3 48-70 Bt2 Red(1OR 5/8)clay loam, friable 3 70-84 C Light red (2.5YR 6/8) sandy loam,friable 2 5 0-2 Al Dark gray(10YR 4/1) loam, friable 2 2-12 A2 Brown(7.5YR 5/4)clay loam, friable 3 12-37 Bt Red(10R 4/6)silty clay loam, firm 3 37-71 BC Red(10R 5/8)sandy clay loam, friable 2 71-84 C Light red(2.5YR 6/8) loam, friable 2 C Page 3 of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 12/20/18 Submitted to Albemarle County Health Department Applicant Southern Property Telephone Number (434)962-5158 Address 170 S. Pantops Drive Charlottesville, VA 22911 Owner same Address same Location Advance Mills Road adjacent to 5324 Advance Mills Road Tax Map 20-6C Subdivision Block/Section Lot A SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? IR Yes r- No Describe shoulder 2. Slope 9 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table(gray mottling or gray color) IR No 1- Yes inches roe water present 15Z No r Yes range in inches 6. Soil percolation rate estimated IR Yes Texture group I II (I) IV r No Estimated rate 60 min/inch 7. Permeability test performed r Yes I5Z No If yes, note type of test performed and attach jg Site Approved: Drainfleld to be placed at 60" depth at site designated on permit. E 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. r Insufficient depth of suitable soil to seansonal water table. 4. I— Rates of absorption too slow. 5. r Insufficient area of acceptable soil for required drainfleld, and/or Reverse Area. r Proposed system too close to well. E Other Specify (attach additional pages if necessary) «x Y 0E-y 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(Wimary and reserve area, 0 only the primary area, 0 only the reserve area(check one)for Lot A- A Division of TM 20-6C Design Basis Total length of available area: 100' Total width of available area: 120' Estimated Perc.Rate: at 60" in.(depth) Number of bedrooms(or GPD): 4 Conveyance Methods: Gravity Distribution method (specify): Gravity 30 Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required: Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 452 Total trench bottom area required:3616 C Area Calculations Number of trenches 14 Length of trenches: 100' Width of trenches: 3' Center to center spacing: 9' Reserve required? Yes Percent reserve area required: 100 Total width of absorption area required 1 1 7' Total trench bottom area provided: 4200 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. C Page of AOSE Form E Revised July 18,2007 . P« e_ caf-4:. '''F . tea AMP 10-0 j `, Iola +ma w +� seinirr 0 to AIMMMMIAM;i I a CCAT -r• \ SIAAOEfMt••411 M Nr oM!MN M•IN Proposed DralttMd ` "' kill - (Primary and.Q ) "3 . pp���� ,x d s ouse Site • sKi ` ,• , ` \r ,t ,4 ii I i;.''I, . .i \ , k ii11 ')r 11 1`�s, . tti •eC i ) . Avratri a ( '1 \ ' „ . ‘ ,, ..., 9111/PediPlaie-IC Sit° " i , r r l / r rM ar• i J' • i • r .. ...."*'. 440 .. a sa. #1. !Ili wR 11M1 NV* MISSAra. I. MM�MtY AM wow It IOW a Mc A AUO OOLf MDT SWIMwa Mlo r loRE Ni.61gM/MNRli CS L I.$ MM N AM ACM AID OW Ott AS PS Mt SAX WW1 MUT MIS 1MoOMMR MO A OUT AT II >Mr . . 1 A W %We.. t...- ; .44!. . ... -_.t.1 Wil41114/141101:111V1 Ei ♦ i55 MYM t Ml55 MMMI* II'- L ,,.:-. MK ,w,. MNta NO IS US A•1 VOLT moat WA w i _ +r-' 1, IR EMI• "1 iiwr. Pri ,i �: i _ att i M.t1MAl1 IIM�11.1tM� iNA. +MINM!• MII ut 110I08)-1f MOW V ONA mut c* Itar - isilarraat• Scale 1"= 100' '- Soil Profile Hole itAr y is an ma mu t\N"' , House, Well and Drain Field Sites A "a W►IS Mwloa a Mom IIt CM LotA A Division of Tax Map 20-6C Albemarle County,Virginia ,. Steve Gooch Consulting Geologist 703 Oliver Creek Road Troy,Virginia 22974 Page 1 of 8 OSE/PE Report for: Construction Permit E Certification Letter_t ] Subdivision Approval Property Location: 911 Address: City: Lot B Section Subdivision GPIN or Tax Map# 20-6C Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Southern Property, LLC Street: 170 S. Pantops Drive City:Charlottesville State VA Zip Code 22911 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 C PE Name: License# Address City State Zip Code Date of Report 12/20/18 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.) OSE Cover Page Abbreviated Design Forms Soil Profile Sheets Survey Plat Soil 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,specifically the exemption in Code of Virginia Section 54,1-402.11 CI recommend that a(select one): Anstruction permit': certification letter subdivision approval�✓ be(select one)issued denied U. OSE/PE Signature IttQb.e .17,27r4, Date 1 Z12o!i7 ?att.. Z.C Soil Profile Primary Drain Field LotB A Division of Tax Map 20-6C Advance Mills Farm Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 3 0-4 Ap Dark red(2.5YR 3/6)clay loam, friable 3 4-45 Bt Red(10R 4/8)silty clay loam, firm 3 45-64 Bt2 Red(2.5YR 5/8)clay loam, friable 3 64-84 C Yellowish red(5YR 5/8) sandy loam, friable 2 4 0-3 Ap Dark red(2.5YR 3/6)clay loam,friable 3 3-48 Bt Red(10R 4/8)silty clay loam,firm 3 48-74 Bt2 Red(2.5YR 5/8)clay loam, friable 3 74-84 C Yellowish red(5YR 5/8) sandy loam, friable 2 5 0-10 Ap Dark red(2.5YR 3/6)clay loam, friable 3 10-34 Bt Red(1OR 4/8) silty clay loam,firm 3 34-60 Bt2 Red(2.5YR 5/8)clay loam, friable 3 60-66 C Dark yellowish brown(10YR 4/6)sandy loam,40% 2 weathered schist fragments 66- Cr 6 0-9 Ap Dark red(2.5YR 3/6)clay loam, friable 3 9-38 Bt Red(10R 4/8) silty clay loam, firm 3 38-63 Bt2 Red(2.5YR 5/8) clay loam, friable 3 63-73 C Yellowish red(5YR 5/8) sandy loam, friable, 10% 2 weathered gneiss fragments 73- R 7 0-10 Ap Dark red(2.5YR 3/6)clay loam, friable 3 10-44 Bt Red(10R 4/8) silty clay loam, firm 3 44-84 Bt2 Red(2.5YR 5/8)clay loam, friable 3 C Page . � of f Appendix 2 Soil Summary Report GENERAL INFORMATION Date 12/20/18 Submitted to Albemarle County Health Department Applicant Southern Property Telephone Number (434)962-5158 Address 170 S. Pantops Drive Charlottesville, VA 22911 Owner same Address same Location Advance Mills Road adjacent to 5324 Advance Mills Road Tax Map 20-6C Subdivision Block/Section Lot B SOIL INFORMATION SUMMARY - � c � 1. Position in landscape satisfactory? IR' Yes (— No Describe shoulder 2. Slope 5 % 3. Depth to rock or impervious strata: Max. $4"+ Min. 66" None 4. Depth to seasonal water table(gray mottling or gray color) No f Yes inches CFree water present Ig No r Yes range in inches 6. Soil percolation rate estimated IR Yes Texture group I II 0 IV f No Estimated rate 85 min/inch 7. Permeability test performed r Yes No If yes, note type of test performed and attach IR Site Approved: Drainfleld to be placed at 48" depth at site designated on permit. E Site Disapproved: Reasons for rejection: 1. I- P• osition in landscape subject to flooding or periodic saturation. 2. E Insufficient depth of suitable soil over hard rock. 3. I Insufficient depth of suitable soil to seansonal water table. 4. r Rates of absorption too slow. 5. r Insufficient area of acceptable soil for required drainfleld, and/or Reverse Area. 6. f P• roposed system too close to well. f O• ther Specify (attach additional pages if necessary) tt��F 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 O primary and reserve area, DAnly the primary area, 0 only the reserve area(check one)for Lot B- A Division of TM 20-6C Design Basis Total length of available area: 56' Total width of available area: 110' Estimated Pere. Rate: 65 at 48" in.(depth) Number of bedrooms(or GPD): 4 Conveyance Method: Puma Distribution method (specify): Pump 3c Dispersal system basis Table 5.4 LGMI required? NQ (Yes/No) Effluent quality required:_Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 496 _ Total trench bottom area required: 1984 C Area Calculations Number of trenches 12 Length of trenches: 56' Width of trenches: 3' Center to center spacing: 9' Reserve required? Yes Percent reserve area required: 100 Total width of absorption area required 99' Total trench bottom area provided: 2016 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. C Page of AOSE Form E Revised July 18,2007 Soil Profile Reserve Drain Field Lot B A Division of Tax Map 20-6C Advance Mills Farm Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-4 Al Brown(7.5YR 5/4)clay loam,friable 3 4-14 AB Dark red(2.5YR 3/6)clay loam, friable 3 14-48 Bt Red(10R 4/8)silty clay loam, firm 3 48-72 Bt2 Red(2.5YR 5/8)clay loam,friable 3 72-84 C Yellowish red (5YR 5/8)loam, friable 2 2 0-12 Ap Dark red(2.5YR 3/6)clay loam, friable 3 12-36 Bt Red(10R 4/8) silty clay loam, firm 3 36-60 Bt2 Red(2.5YR 5/8)clay loam,friable 3 60- R 6 0-9 Ap Dark red(2.5YR 3/6)clay loam, friable 3 9-38 Bt Red(10R 4/8) silty clay loam, firm 3 38-63 Bt2 Red(2.5YR 5/8)clay loam, friable 3 63-73 C Yellowish red(5YR 5/8)sandy loam, friable, 10% 2 weathered gneiss fragments 73- R C Page 6 of 7 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 12/20/18 Submitted to Albemarle County Health Department Applicant Southern Property Telephone Number (434)962-5158 Address 170 S. Pantops Drive Charlottesville, VA 22911 Owner same Address same Location Advance Mills Road adjacent to 5324 Advance Mills Road Tax Map 20 6C Subdivision Block/Section Lot B SOIL INFORMATION SUMMARY- be, Drum m FilS 1. Position in landscape satisfactory? Ig Yes 1 No Describe shoulder 2. Slope 10 % 3. Depth to rock or impervious strata: Max. 84n+ Min, 60" None 4. Depth to seasonal water table(gray mottling or gray color) jC No f Yes inches °Free water present IR No r Yes range in inches 6. Soil percolation rate estimated ig Yes Texture group I II III IV r No Estimated rate 75 min/inch 7. Permeability test performed f Yes No If yes, note type of test performed and attach IR Site Approved: Drainfield to be placed at 36" depth at site designated on permit. r Site Disapproved: Reasons for rejection: 1. r Position in landscape subject to flooding or periodic saturation. 2. f 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. 5. r Insufficient area of acceptable soil for required drainfleld, and/or Reverse Area. r Proposed system too close to well. r 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 Cdesigns and when applying for a certification letter or subdivision approval. This abbreviated design covers the 0 primary and reserve area, ❑ only the primary area, Dimly the reserve area(check one)for Lot B- A Division of TM 20-6C Design Basis Total length of available area: 65' Total width of available area: 45' Estimated Pere.Rate: at 36" in.(depth) Number of bedrooms(or GPD): 4 Conveyance Method: Pump Distribution method (specify): Pump 3c Dispersal system basis AOSS reas.(Table 1) LGMI required? No (Yes/No) Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 255 _ Total trench bottom area required: 1020 C Area Calculations Number of trenches 6 Length of trenches: 65' Width of trenches: 3' Center to center spacing: 9' Reserve required? This is reerve_ Percent reserve area required: 100 Total width of absorption area required 45' Total trench bottom area provided: 1170 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. C Page of AOSE Form E Revised July 18,2007 A w t 7t do "P . , I. f111.NM1 , its • �'r6 o �, a 01101 a ass all IMMI1ALLDXAAOM 0 --r- `` M as MUM[AMMO/ D11313pM D1a111r0, Proposed Drainfield * .` \ I _ iiil • ',Primary and , / 1 'roposed Well , :1,, Pr .. 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