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HomeMy WebLinkAboutSUB201500105 Approval - Agencies 2015-08-27 V°' , is °ire -c) \, �� ; © 1 PP1EiE o 1^ _ ...„..:-___, COMMONWEALTH of VIRGINIA In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE State Department of Health ff FLECO NACOUNTY RDSVI LE) p GREENE COUNTY(STANARDSVILLE) 1138 Rose Hill Drive LOUISA COUNTY(LOUISA) Phone(434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGSTON) Fax (434)972-4310 Charlottesville, Virginia 22906 August 27,2015 Christopher P. Perez Department of Community Development Division of Zoning and Current Development 401 McIntire Road Charlottesville, Virginia 22902-4596 RE: Review of Proposed Subdivision Plat as part of a subdivision of Tax Map 78-Parcel 27, located in Albemarle County,Virginia. Dear Mr. Perez: On August 17,2015,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; Onsite Soil Evaluator Number 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, fo Y• Ste•ln :. , ;,• Environmental Health Speci• st, Sr. Onsite Sewage and Water P ograms '4. 11 020 i I ■ U� G� 7 -P Y � �'IRGINZP 1�� V t . V COUNTY OF ALBEMARLE ��U� `�//Q�� Department of Community Development 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 August 17, 2015 Teresa Batten Virginia Department of Health n 1138 Rose Hill Drive AU 1;�J D,,(,'" ',1 ; Charlottesville,VA 22906 RE: SUB201500105—Hyland Ridge Phase IV—fmal subdivision plat Dear Ms. Batten: The County of Albemarle has received application to develop/subdivide [Tax Map 78 Parcel 57]. Portions of this project(all Rural Area lots:R1-R7)require Health Department approval before receiving fmal County approval. The applicant has provided soils information for the proposed lots,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, Christopher P. Perez Senior Planner Department of Community Development Voice: (434)296-5832 ext. 3443 email: cperez(calbemarle.org IN APPROVED Soils Study for Drain Field Sites Hyland Ridge — Phase 4 A Division of Tax Map 78-57 Albemarle County Prepared for: Pantops-Lakeridge,LLC P.O. Box 8147 Charlottesville, VA 22906 Prepared by: Steve Gooch Consulting Geologist,Inc. 703 Oliver Creek Road Troy, Virginia 22974 August 10, 2015 Page 1 of 8 OSE/PE Report for: \"'' Construction Permit ri Certification Letter n Subdivision Approval Property Location: 911 Address: City: Lot R1 Section Subdivision Hyland Ridge - Phase 4 GPIN or Tax Map# 78-57 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Pantops-Lakeridge, LLC Street: P.O. Box 8147 City:Charlottesville State VA Zip Code 22906 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# :Nu., Address City State Zip Code Date of Report 8/8/15 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. I r l The work attached to this cover page has been conducted under an exemption to the practice of engineering,specifically the exemption in Code of Virginia Section 54.1-402.11 I recommend that a(select one): construction permits certification letter subdivision approval 12 be(select one)issued 0 denied❑. OSE/PE Signature 171-,....epLe.._ Date 5 PC`K— Z '''as Soil Profile Primary Drain Field Lot R1 Hyland Ridge—Phase 4 `ow Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group F 0-4 A Reddish brown(2.5YR 4/4) clay loam, friable 3 4-23 Bt Red(10R 5/8) silty clay loam, firm 3 23-84 BC Light red(10R 6/8) clay loam, friable 3 G 0-4 A Brown(7.5YR 5/4) clay loam, friable 3 4-27 Bt Red(10R 5/8) silty clay loam, firm 3 27-47 BC Red (2.5YR 5/8) clay loam, olive yellow(2.5Y 6/6) silt 3 loam, friable 47-84 C Olive yellow(2.5Y 6/6) silt loam 3 H 0-4 A Brown(7.5YR 5/4) clay loam, friable 3 4-34 Bt Red (10R 5/8) silty clay loam, firm 3 34-84 CB Olive (5Y 5/4) silt loam, red (10R 5/8) silty clay loam, firm 3 0-5 A Reddish brown(2.5YR 4/4) clay loam, friable 3 5-31 Bt Red(2.5YR 5/80 silty clay loam, firm 3 31-55 BC Reddish yellow(5YR 6/8) clay loam, friable 3 55-84 C Olive yellow(2.5Y 6/6) silt loam 3 J 0-5 A Brown(7.5YR 5/4) clay loam, friable 3 5-30 Bt Red(10R 5/8) silty clay loam, firm 3 30-66 BC Red (2.5YR 5/8) clay loam, olive yellow(2.5Y 6/6) silt 3 loam, friable 66-84 C Olive yellow(2.5Y 6/6) silt loam 3 Page 3 of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 8/8/15 Submitted to Albemarle County Health Department Applicant Pantops-Lakeridge LLC Telephone Number (434) 962-5158 Address P.O. Box 8147 Charlottesville, VA 22906 Owner same Address same Location Intersection of Aspen Drive and Hyland Ridge Drive Tax Map 78-57 Subdivision Hyland Ridge-Phase 4 Block/Section Lot R1 SOIL INFORMATION SUMMARY- priwir) pt-At \ 6.0(j 1. Position in landscape satisfactory? IX Yes 7 No Describe Shoulder 2. Slope 20 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) X No ; Yes inches tree water present IX No Yes range in inches b•Soil percolation rate estimated X Yes Texture group I II ® IV i No Estimated rate 75 min/inch 7. Permeability test performed !� Yes i5( No If yes, note type of test performed and attach ;X Site Approved: Drainfield to be placed at 48" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. Position in landscape subject to flooding or periodic saturation. 2. 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. 7 1 Other Specify (attach additional pages if necessary) pq,._ 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, ❑ only the reserve area(check one)for_Lot R1 -Hyland Ridge Phase 4 Design Basis Total length of available area: 100' Total width of available area: 75' Estimated Perc.Rate: 75 at 487_' in. (depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Gravi Distribution method (specify): Gravity 3c Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required:_Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 596 Total trench bottom area required:_2384 Area Calculations Number of trenches 8 Length of trenches: 100' Width of trenches: 3' Center to center spacing: 10' Reserve required? Yes Percent reserve area required: 100 Total width of absorption area required 73' Total trench bottom area provided:_2400 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. `m"'' Page of AOSE Form E Revised July 18,2007 Soil Profile Pat?, C O' r Reserve Drain Field Lot Rl Hyland Ridge—Phase 4 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group A 0-6 A Reddish brown (2.5YR 4/4) clay loam, friable 3 6-30 BC Red(2.5YR 5/8) clay loam, olive yellow(2.5Y 6/6) silt 3 loam, friable, w/greenstone fragments below 22' 30- Cr B 0-5 A Reddish brown(2.5YR 4/4) clay loam, friable 3 5-18 Bt Red (10R 5/8) silty clay loam, firm 3 18-40 BC Red(2.5YR 5/8) clay loam, olive yellow(2.5Y 6/6) silt 3 loam, friable, w/greenstone fragments below 30' 40- Cr C 0-6 A Brown(7.5YR 5/4) clay loam, friable 3 6-17 Bt Red (10R 5/8) silty clay loam, firm 3 17-34 BC Red(2.5YR 5/8) clay loam, olive yellow(2.5Y 6/6) silt 3 loam, friable 34-52 C Olive yellow(2.5Y 6/6) silt loam, friable,w/greenstone 3 fragments below 44" 52- Cr D 0-5 A Reddish brown(2.5YR 4/4) clay loam, friable 3 5-18 Bt Red(10R 5/8) silty clay loam, firm 3 18-53 BC Red (2.5YR 5/8) clay loam, olive yellow(2.5Y 6/6) silt 3 loam, friable, w/greenstone fragments below 42' 53- Cr E 0-5 A Reddish brown(2.5YR 4/4) clay loam, friable 3 5-18 Bt Red(10R 5/8) silty clay loam, firm 3 28-35 CB Olive yellow(2.5Y 6/6) silt loam, red(2.5YR 5/8) silty clay 3 loam, firm, w/greenstone fragments below 24" 35- Cr Page (O of 7 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 8/8/15 Submitted to Albemarle County Health Department Applicant Pantops-Lakeridge LLC Telephone Number (434) 962-5158 Address P.O. Box 8147 Charlottesville, VA 22906 Owner same Address same Location Intersection of Aspen Drive and Hyland Ridge Drive Tax Map 78-57 Subdivision Hyland Ridge- Phase 4 Block/Section Lot R1 SOIL INFORMATION SUMMARY - Relectfrc U 1 1. Position in landscape satisfactory? X Yes No Describe Shoulder 2. Slope 23 3. Depth to rock or impervious strata: Max. 53" Min. 30" None 4. Depth to seasonal water table (gray mottling or gray color) X No n Yes inches r -ree water present X No Yes range in inches tftg. oil percolation rate estimated X Yes Texture group I II ® IV No Estimated rate 75 min/inch 7. Permeability test performed Yes FX No If yes, note type of test performed and attach 'X Site Approved: Drainfield to be placed at 18" depth at site designated on permit. Site Disapproved: Reasons for rejection: 'I. Position in landscape subject to flooding or periodic saturation. 2. 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) 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, C3 only the reserve area(check one)for Lot R1 -Hyland Ridge Phase 4 Design Basis Total length of available area: 50' Total width of available area: 70' Estimated Perc. Rate: 75 at 18'" in. (depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method :_Pump Distribution method (specify): Pump 3c Dispersal system basis GMP 118A LGMI required? No (Yes/No) Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 255 Total trench bottom area required: 1020 Area Calculations Number of trenches 7 Length of trenches: 50' Width of trenches: 3' Center to center spacing: 11' Reserve required? This is reserve Percent reserve area required: 100 Total width of absorption area required 69' Total trench bottom area provided: 1050 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 { • ' ' --. -... .. .., : .,_( :... fg CI •("313) q� . ,. �, ,. I 7- , • • 4-' Y .. - r/{�_ .rye,.�5 tr r ' 1 - \ :.� '‘ co. ,. r , • ' ‘ ' ' . . ' \ '14 4 ...k tea. . Q ` . ,, ,,s .. ,,,, e_vtoc...., ,,,,z.., ...,..,\II.c<::„.11.,_ 5,.4.> i,::::::..,:7::-.\' ,,'(('�fir A hwr S f - -. � - 1 - _- .. ' i.4.CS' ,:"..r+-- . ' 1"= +- Y,� �' Scale 1"— Soil Profile Hole 4� "� c o House, Well and Drain Field Sites — M - ; ?. Lot Rl ., t..- _ `' r a- - Hyland Ridge—Phase 4an `‘ Albemarle County,Virginia = , ' Steve Gooch Consulting Geologist 703 Oliver Creek Road • Troy,Virginia 22974 • : ° •ei ..a Page 1 of 8 OSE/PE Report for: Nib" Construction Permit I J Certification Letter Fl Subdivision Approval I• I Property Location: 911 Address: City: Lot R2 Section Subdivision Hyland Ridge- Phase 4 GPIN or Tax Map# 78-57 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Pantops-Lakeridge, LLC Street: P.O. Box 8147 City:Charlottesville State VA Zip Code 22906 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 8/8/15 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. I 1 The work attached to this cover page has been conducted under an exemption to the practice of engineering,specifically the exemption in Code of Virginia Section 54.1-402.11 I recommend that a(select one): construction permits certification letter❑ subdivision approval 51 be(select one)issued Q denied❑. OSE/PE Signature . tJ4— Z���Z Date 7i Y//h Pc. Zan g Soil Profile Primary Drain Field Lot R2 Hyland Ridge—Phase 4 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group C 0-3 A Weak red(10R 4/3) silty clay loam, firm 3 3-30 Bt Red(10R 4/6) silty clay, firm 4 30-60 BC Red(10R 4/6) silty clay loam,yellow(10YR 7/8) loam, 3 friable 60-84 C Yellowish red(5YR 5/8) clay loam, friable 3 D 0-5 A Weak red(10R 4/3) silty clay loam, firm 3 5-30 Bt Red(10R 4/6) silty clay, firm 4 30-48 BC Red (10R 4/6) silty clay loam, yellow(10YR 7/8) loam, 3 friable 48-76 C Yellowish red (5YR 5/8) clay loam, friable 3 76- Cr E 0-6 A Weak red(10R 4/3) silty clay loam, firm 3 6-33 Bt Red(10R 4/6) silty clay, firm 4 33-47 BC Red(10R 4/6) silty clay loam,yellow(10YR 7/8) loam, 3 friable w.: 47-84 C Yellowish red(5YR 5/8) clay loam, friable 3 F 0-4 A Weak red (10R 4/3) silty clay loam, firm 3 4-27 Bt Red(10R 4/6) silty clay, firm 4 27-38 BC Red(10R 4/6) silty clay loam,yellow(10YR 7/8) loam, 3 friable 38-84 C Light reddish brown(2.5YR 6/4) silt loam, friable 3 Page 7 of 5- Appendix 2 Soil Summary Report GENERAL INFORMATION Date 8/8/15 Submitted to Albemarle County Health Department Applicant Pantops-Lakeridge LLC Telephone Number (434) 962-5158 Address P.O. Box 8147 Charlottesville, VA 22906 Owner same Address same Location Intersection of Aspen Drive and Hyland Ridge Drive Tax Map 78-57 Subdivision Hyland Ridge- Phase 4 Block/Section Lot R2 SOIL INFORMATION SUMMARY- prtimA 1. Position in landscape satisfactory? !X Yes f No Describe Shoulder 2. Slope 22 % 3. Depth to rock or impervious strata: Max. 84"+ Min. 76" None 4. Depth to seasonal water table(gray mottling or gray color) X No Yes inches '-ee water present X No Yes range in inches 6. Soil percolation rate estimated ;X Yes Texture group I II II IV No Estimated rate 65 min/inch 7. Permeability test performed Yes rx No If yes, note type of test performed and attach X Site Approved: Drainfield to be placed at 52" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. Position in landscape subject to flooding or periodic saturation. 2. 1 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) of-5 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. Noy This abbreviated design covers the ❑ primary and reserve area, [041y the primary area, ❑ only the reserve area(check one)for Lot R2-Hyland Ridge Phase 4 Design Basis Total length of available area: 80' Total width of available area: 105' Estimated Perc. Rate: 65 at 52" in. (depth) Number of bedrooms(or GPD): 5 2 Conveyance Method : Gravity Distribution method (specify): Gravity 3c Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required: Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 496 Total trench bottom area required: 2480 Area Calculations Number of trenches 11 Length of trenches: 80' Width of trenches: 3' Center to center spacing: 10' Reserve required? Yes Percent reserve area required: 100 Total width of absorption area required 103' Total trench bottom area provided: 2640 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 Soil Profile rafer_ C (SP-3 Reserve Drain Field Lot R2 Hyland Ridge—Phase 4 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group A 0-2 A Weak red(10R 4/3) silty clay loam, firm 3 2-40 Bt Red (10R 4/6) silty clay, firm 4 40-60 Bt2 Red(2.5YR 5/6) silty clay loam, firm 3 60-84 C Yellowish red(5YR 5/8) clay loam, friable 3 B 0-4 A Weak red (10R 4/3) silty clay loam, firm 3 4-37 Bt Red (10R 4/6) silty clay, firm 4 37-45 BC Red(10R 4/8) silty clay loam, yellow(10YR 7/8) loam, 3 firm 45-64 C Yellowish red (5YR 5/8) silt loam, friable, w/greenstone 3 fragments below 60" 64- Cr F 0-4 A Weak red (10R 4/3) silty clay loam, firm 3 4-27 Bt Red (10R 4/6) silty clay, firm 4 27-38 BC Red (10R 4/6) silty clay loam, yellow(10YR 7/8) loam, 3 friable N..• 38-84 C Light reddish brown(2.5YR 6/4) silt loam, friable 3 slow Page of of 0 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 8/8/15 Submitted to Albemarle County Health Department Applicant Pantops-Lakeridge LLC Telephone Number (434) 962-5158 Address P.O. Box 8147 Charlottesville, VA 22906 Owner same Address same Location Intersection of Aspen Drive and Hyland Ridge Drive Tax Map 78-57 Subdivision Hyland Ridge- Phase 4 Block/Section Lot R2 SOIL INFORMATION SUMMARY- Re�en� t;,ie1i 1. Position in landscape satisfactory? !X Yes No Describe Shoulder 2. Slope 22 % 3. Depth to rock or impervious strata: Max. 84"+ Min. 64" None 4. Depth to seasonal water table (gray mottling or gray color) X No Yes inches 'ee water present iX No Yes range in inches 6."goil percolation rate estimated X Yes Texture group I II II IV No Estimated rate 75 min/inch 7. Permeability test performed 7 Yes X No If yes, note type of test performed and attach X Site Approved: Drainfield to be placed at 52" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. Position in landscape subject to flooding or periodic saturation. 2- 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 °04•09 (attach additional pages if necessary) f u' 7 OF-- 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. Norte This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, Ergly the reserve area(check one)for Lot R2-Hyland Ridge Phase 4 Design Basis Total length of available area: 80' Total width of available area: 70' Estimated Perc. Rate: 75 at 52" in. (depth) Number of bedrooms(or GPD): 5 1 2 Conveyance Method : Pump Distribution method (specify): Pump 3c Dispersal system basis GMP 118A LGMI required? No_(Yes/No) Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 255 Total trench bottom area required:_1275 Area Calculations Number of trenches 6 Length of trenches: 80' Width of trenches: 3' Center to center spacing: 10' Reserve required? This is reserve Percent reserve area required: 100 Total width of absorption area required 53' Total trench bottom area provided: 1440 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,-,N.,•;,,,,,,,,,,,,q.,,,,,-;,.,,,ii,„.-4-wic--`,4N.Pq1,--V-Z,147-5,.....7,'.#4,140,1•TifiswK..,„.„-„--"ri-,,,,,,',?;,!--..f.,.„;,;.:ew -.:";.;:t •','-'4-,,'",•4".'"':-`-'.:;,..,'0.-1'.4:-'-. 7;-;`,-i'„:",.'-.":,".!":"•7'-'s.-.:---'-:-1,;1'.!.',":„t".',TEnit;.--:; 7'.',4iL;9...=Z.,-7' ".;•"4•:••:',":'•-•.,.:,::27,... .,.:;,,, I.:.,•,'.;,•,;,"2”:'-,',-",-',4,'.. ..-.=',,,,.'"11.-,•'...--,."-:,. ,..t. t.,!..;,, ,-,,,t,?..,,.,, ,f' '' ',' ., ,...."'''':''''; 4'''''.'' ,' 7 .'''':1, :'4:.' : "■:,,1, ,!''',. , 1. .::!:. :::',lit,i, ,,:,, • 4.. . . . . . . . CC,.., I ig . . . . . irl is. CC, la. t=1 . 4,.. , .. , , . • . a 7 7 ,'.4. w - - #r- u. 9,--" CD •\,„ I" ',.. • C•si CX .• IN-, irg 7 „ Z, 1 "....„; Li, ..... : . ...c ,CSI CZ - ••.;" •„. , ,,, - ' .... - 4.,,,- _ Lt.. CI , . • Lit . . . , ,...,. „ . . OposedWeJJSjte , ,. , , ,.....• , -i ; - •. ,. ;Name , . . . ., . 1, : ; ' , . • . - - . • • . ---7.•••••-•,-4,--........., - . ,. . • : - Scale 1"= 100' +- Soil Profile Hole . , - : House,Well and Drain Field Sites . - • Lots R2 •- • -',,N,,,,,,,, . • Hyland Ridge-Phase 4 - • • . • , ..„ ____ _ Albemarle County,Virginia , . , „-z____:7 ... \,,,,. ,:, _... . • i ...' Steve Gooch Consulting Geologist ... -- 703 Oliver Creek Road Troy, Virginia 22974 . - • _ Page 1 of 6 OSE/PE Report for: Construction Permit f l Certification Letter Subdivision Approval 51 Property Location: 911 Address: City: Lot R3 Section Subdivision Hyland Ridge- Phase 4 GPIN or Tax Map# 78-57 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Pantops-Lakeridge, LLC Street: P.O. Box 8147 City:Charlottesville State VA Zip Code 22906 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# No"r Address City State Zip Code Date of Report 8/8/15 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 VACS-610),the Private Well Regulations(12 VACS-630)and all other applicable laws,regulations and policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licensure to perform the work contained herein. - ' The work attached to this cover page has been conducted under an exemption to the practice of engineering,specifically the exemption in Code of Virginia Section 54.1-402.11 I recommend that a(select one): construction permit❑ certification letter subdivision approval TA 'oft.. be(select one)issued IN denied❑. / OSE/PE Signature 2 �� �G7 I` Date if/e/5 ?clef_ Z N Soil Profile Lot R3 Hyland Ridge—Phase 4 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group A 0-4 BE Reddish brown(2.5YR 5/4) clay loam, friable 3 4-35 Bt Red(10R 4/8) silty clay, firm 4 35-120 Bt2 Yellowish red (5YR 5/8) clay loam, friable 3 B 0-4 BE Reddish brown(2.5YR 5/4) clay loam, friable 3 4-48 Bt Red(10R 4/8) silty clay, firm 4 48- - Quartz C 0-4 BE Reddish brown(2.5YR 5/4) clay loam, friable 3 4-48 Bt Red(10R 4/8) silty clay, firm 4 48- - Quartz E 0-4 BE Reddish brown(2.5YR 5/4) clay loam, friable 3 4-62 Bt Red(10R 4/8) silty clay, firm 4 62-120 Bt2 Reddish yellow(5YR 6/8) silty clay loam, firm 3 F 0-4 BE Reddish brown(2.5YR 5/4) clay loam, friable 3 4-48 Bt Red(10R 4/8) silty clay, firm 4 �.... 48-120 Bt2 Reddish yellow(5YR 6/8) silty clay loam, firm 3 G 0-2 BE Reddish brown(2.5YR 5/4) clay loam, friable 3 2-38 Bt Red(10R 4/8) silty clay, firm 4 38-53 CB Yellow(10YR 7/8) silt loam, red(10R 4/8) silty clay loam, 3 firm 53-60 C Yellow(2.5Y 7/6) silt loam, weathered greenstone 3 fragments 60- Cr J 0-2 BE Reddish brown(2.5YR 5/4) clay loam, friable 3 2-37 Bt Red(10R 4/8) silty clay, firm 4 37-60 Bt2 Red(2.5YR 5/8) silty clay loam, firm 3 K 0-3 BE Reddish brown(2.5YR 5/4) clay loam, friable 3 3-40 Bt Red (10R 4/8) silty clay, firm 4 40-60 Bt2 Red(2.5YR 5/8) silty clay loam, firm 3 New Page / of 6 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 8/8/15 Submitted to Albemarle County Health Department Applicant Pantops-Lakeridge LLC Telephone Number (434) 962-5158 Address P.O. Box 8147 Charlottesville, VA 22906 Owner same Address same Location Intersection of Aspen Drive and Hyland Ridge Drive Tax Map 78'57 Subdivision Hyland Ridge-Phase 4 Block/Section Lot R3 SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? iX Yes No Describe Shoulder 2. Slope 19 % 3. Depth to rock or impervious strata: Max. 120" Min. 60" None 4. Depth to seasonal water table(gray mottling or gray color) iX No P Yes inches tree water present iX No Yes range in inches Soil percolation rate estimated X Yes Texture group I II III CD I No Estimated rate 120 min/inch 7. Permeability test performed Yes X No If yes, note type of test performed and attach 'X Site Approved: Drainfield to be placed at 36" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. Position in landscape subject to flooding or periodic saturation. 2. 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) Pa5e `i 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 0 primary and reserve area, El only the primary area, ❑ only the reserve area(check one)for Lot R3 -Hyland Ridge Phase 4 Design Basis Total length of available area: 100' Total width of available area: 65' Estimated Perc. Rate: 120 at 36' in. (depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Pump Distribution method (specify): Pump 3c Dispersal system basis GMP 118A LGMI required? No (Yes/No) Effluent quality required:_Secondary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 406 Total trench bottom area required: 1624 Area Calculations Number of trenches 7 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 57; Total trench bottom area provided: 2100 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. iNaor Page of AOSE Form E Revised July 18,2007 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, nly the reserve area(check one)for Lot R3 -Hyland Ridge Phase 4 Design Basis Total length of available area: 50' Total width of available area: 95' Estimated Perc. Rate: 120 at 36" in. (depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Pump Distribution method (specify): Pump 3c Dispersal system basis GMP 118A LGMI required? No (Yes/No) Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 406 Total trench bottom area required: 1624 Area Calculations Number of trenches 11 Length of trenches: 50' Width of trenches: 3' Center to center spacing: 9' Reserve required?_This is reserve_ Percent reserve area required: 100 Total width of absorption area required 93' Total trench bottom area provided: 1650 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 E F`•�� 3 'Ii ' `s .x'N� o-1 ' " a g, 't,"4' E '--..,r" .',',,,..,i.'-',.:,z..1, .4 a ,x`£•':-:£-.5r. ,Ml - i c -.J 1 �,,-,,+D t 2' #- c `Tr.. Y . , js3.. '.:=i'v".:x: .�,. ;r>. ,YD"lr.. . m„_ „i n�' a+"�,S:I ie-i^ ,-::.. .. ..� .. .. :. ..i .Y..., ., �',:'.:: •:�}s:'•E.�' `<!� .� ':�' •.ffi,_,ice!:, .D Aiki y: r,i ' fit,; ..,.,.... ...�. .�.�.... ..�� ..:. .._ ... " •�... ... ' :. q .(:V: ,T Y E 1. •- r 'fi ::••••••"�r s,.. , i a r! :. ' ii.,,R,:•,F::t : ".^:.:•.:-.s...-- i�i'.' W ... '� ' ;. ,.f:�� $:• �": r. r..�,•:.. i' . `r I • .'. .►t''`� �' •) 'C _.".ttl i5; `if• . ?•#•nr•ry ;t rrx '.4. f �.1,St. �A rli! 'y R`..�� s dras3rF L a r ”.�: :r:�'.? � ,t f uii t , s45. itir:f,?VT JY 3 •w iz ?9 S Y p " ',.X+% +.. ` %; � • - ";1.;f"f�,�ya�' ,tJ...; _yr.3.. 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' 4''''''''''',':!' +- Soil Profile Hole 3:, r - �, -"i;;y i , r • +r.r LS;�,a z h r. €' A House, Well and Drain Field Sites 1, 'A_ •} f ,*.7,,,,,:t e" * t � ` ` ,•'d:..�' Lot R3 jis; y ''� i` t0. .ci J. ,A-,'f ”-f' _ } f �` f F - - '~;i 'i -r Y km -.xk s .4,;;40' '�"'rk �' rk r; N Hyland Ridge—Phase 4 :'':=L:‘' "{ .;r. *` ,.r , } . . • :•.bem 1 gun A ' • <,•C teve Gooch C� ' t� Ceo7n tst r . . - 0 t�,::.1......,-i.-...,!,,A4....:‘,. .,..,O1 Creek ad _. . , . O Virginia .' , ....,. ,,:.w...... ..� ._, -,e'a", .y3 t .R. `a:•'., *,.. :..f,._ .?"' .,'�. ,. *v.Ra�! „ Y� J ,•r• f i6' �„ ''r_c't B k�'�' � Page 1 of 5 OSE/PE Report for: Construction Permit n Certification Letter n Subdivision Approval 1- I Property Location: 911 Address: City: Lot R4 Section Subdivision Hyland Ridge- Phase 4 GPIN or Tax Map# 78-57 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Pantops-Lakeridge, LLC Street: P.O. Box 8147 City:Charlottesville State VA Zip Code 22906 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# *alp, Address City State Zip Code Date of Report 8/8/15 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. nThe work attached to this cover page has been conducted under an exemption to the practice of engineering,specifically the exemption in Code of Virginia Section 54.1-402.11 I recommend that a(select one): construction permits certification letters subdivision approval 0 `err be(select one)issued 1g denied El. OSE/PE Signature 4Q.&( ell r%v ` Date Pa or_ Z aY Soil Profile Lot R4 Hyland Ridge—Phase 4 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group A 0-30 Bt Red (10R 4/8) silty clay loam, firm 3 30-84 C Yellow(10YR 7/8) silt loam, friable 3 B 0-2 A Reddish gray(5YR 5/2) clay loam, friable 3 2-24 Bt Red(10R 4/8) silty clay loam, firm 3 24-40 Cl Yellowish red (5YR 5/8) clay loam, friable 3 40-84 C2 Olive (5Y 5/4) silt loam, friable w/some weathered 3 greenstone fragments C 0-38 Bt Red (10R 4/8) silty clay, firm 4 38-46 Cl Yellowish red(5YR 5/8) clay loam, friable 3 46-84 C2 Yellow(10YR 7/8) silt loam, friable 3 D 0-28 Bt Reddish brown(5YR 5/4) silty clay loam, firm 3 28-40 Bt2 Red(10R 4/8) silty clay loam, firm 3 40-84 C Yellowish red(5YR 5/8) clay loam, friable 3 E 0-42 Bt Red (10R 4/8) silty clay, firm 4 ,,,,,= 42-55 Cl Yellowish red(5YR 5/8) clay loam, friable 3 55-84 C2 Yellow(10YR 7/8) silt loam, friable 3 F 0-28 Bt Red(10R 4/8) silty clay, firm 4 28-48 Bt2 Red (10R 4/8) silty clay loam, firm 3 48-84 C Yellowish red(5YR 5/8) clay loam, friable 3 Nkkir Page / of 53 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 8/8/15 Submitted to Albemarle County Health Department Applicant Pantops-Lakeridge LLC Telephone Number (434)962-5158 Address P.O. Box 8147 Charlottesville, VA 22906 Owner same Address same Location Intersection of Aspen Drive and Hyland Ridge Drive Tax Map 78-57 Subdivision Hyland Ridge- Phase 4 Block/Section Lot R4 SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? X Yes No Describe Shoulder 2. Slope 14 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) X No Yes inches Free water present ,X No Yes range in inches ``b°'Soil percolation rate estimated X Yes Texture group I II II IV No Estimated rate 55 min/inch 7. Permeability test performed Yes X No If yes, note type of test performed and attach X Site Approved: Drainfield to be placed at 60" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. ' Position in landscape subject to flooding or periodic saturation. 2. 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 ter.. (attach additional pages if necessary) rum 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. �nr � This abbreviated design covers the B'primary and reserve area, ❑ only the primary area, ❑ only the reserve area(check one)for Lot R4-Hyland Ridge Phase 4 Design Basis Total length of available area: 90' Total width of available area: 120' Estimated Perc. Rate: 55 at 60" in. (depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Gravity Distribution method (specify): Gravity 3c Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required: Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 412 Total trench bottom area required: 3296 Area Calculations Number of trenches 14 Length of trenches: 80' Width of trenches: 3' Center to center spacing: 9' Reserve required? Yes Percent reserve area required: 100 Total width of absorption area required 117' Total trench bottom area provided: 3360 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. N"` Page of AOSE Form E Revised July 18,2007 . ,::;,...'-',--.:c4,:::''.:1:'..i,..,,;,''i-,,l'':';-.7 )'-''';;.1.1.':-t.it;''',.;-;i'.'43?,'Z'';',';',;41,'-',,-f..?,,:k-1.,•:,;:;-4,.;";.:',;,/,-;:';,::::*,21;,':;,,:k,4-,‘,",,,,-j.-1:,,,,,,;i:?1;;,:,;L,'--''; ,,,,V,&-!,*1441'i‘r ,',,t„.rni,,,,z.u,:,-:,i."--.,,./.,..--' ' .' , . 1- :.'' ,: ', • - House, Well and Drain Field Sites . . , ... .. . - . Hyland Ridge—Phase 4 ' OF R4.1,,..i.4.4, - - • _ Albemarle County, Virginia • I-..eve Gooch Consulting Geologist , Troy, Virginia 22974 Page 1 of 8 OSE/PE Report for: Construction Permit Certification Letter I I Subdivision Approval l- I Property Location: 911 Address: City: Lot R5 Section Subdivision Hyland Ridge- Phase 4 GPIN or Tax Map# 78-57 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Pantops-Lakeridge, LLC Street: P.O. Box 8147 City:Charlottesville State VA Zip Code 22906 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 8/8/15 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 VACS-610),the Private Well Regulations(12 VACS-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. INThe work attached to this cover page has been conducted under an exemption to the practice of engineering,specifically the exemption in Code of Virginia Section 54.1-402.11 I recommend that a(select one): construction permit❑ certification letter subdivision approval 0 N,r,, be(select one)issued Q denied❑. OSE/PE Signature G�J� L%� Date 7(/ 7//rr Pcce- Z Soil Profile Primary Drain Field Lot R5 Hyland Ridge—Phase 4 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 4G 0-4 A Reddish gray(5YR 4/2) clay loam, friable 3 4-48 Bt Red(10R 4/8) silty clay loam, firm 3 48-70 BC Red (10R 4/8) silty clay loam, yellow(10YR 7/8) silt loam, 3 firm 70-84 C Brownish yellow(10YR 6/8) silt loam, friable 3 41-1 0-5 A Reddish gray(5YR 4/2) clay loam, friable 3 5-70 Bt Red(10R 4/8) silty clay loam, firm 3 70-84 BC Red(10R 4/8) silty clay loam, yellow(10YR 7/8) silt loam, 3 firm 4I 0-4 A Reddish gray(5YR 4/2) clay loam, friable 3 4-22 Bt Red(10R 4/8) silty clay loam, firm 3 22-49 BC Red (10R 4/8) silty clay loam,yellow(10YR 7/8) silt loam, 3 firm 49-84 C Yellowish red (5YR 5/8) clay loam, friable 3 N.. 4J 0-3 A Reddish gray(5YR 4/2) clay loam, friable 3 3-23 Bt Red(10R 4/8) silty clay loam, firm 3 23-40 BC Red (10R 4/8) silty clay loam,yellow(10YR 7/8) silt loam, 3 firm 40-84 C Yellowish red (5YR 5/8) clay loam, friable 3 4K 0-5 A Reddish gray(5YR 4/2) clay loam, friable 3 5-27 Bt Red(10R 4/8) silty clay loam, firm 3 27-41 Cl Yellowish red (5YR 5/8)clay loam, friable 3 41-84 C2 Light olive brown(2.5Y 6/4) silt loam, friable 3 Nitsw Page 22 of F Appendix 2 Soil Summary Report GENERAL INFORMATION Date 8/8/15 Submitted to Albemarle County Health Department Applicant Pantops-Lakeridge LLC Telephone Number (434) 962-5158 Address P.O. Box 8147 Charlottesville, VA 22906 Owner same Address same Location Intersection of Aspen Drive and Hyland Ridge Drive Tax Map 78-57 Subdivision Hyland Ridge- Phase 4 Block/Section Lot R5 SOIL INFORMATION SUMMARY- ?cum.c v, �� tc� 1. Position in landscape satisfactory? IR Yes No Describe Shoulder 2. Slope 13 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) X No Yes inches 'ree water present !X No Yes range in inches irSoil percolation rate estimated X Yes Texture group I II ® IV No Estimated rate 70 min/inch 7. Permeability test performed Yes X No If yes, note type of test performed and attach X Site Approved: Drainfield to be placed at 48" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. Position in landscape subject to flooding or periodic saturation. 2. 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 stow (attach additional pages if necessary) p45,. 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, [le-Only the primary area, ❑ only the reserve area(check one)for Lot R5 -Hyland Ridge Phase 4 Design Basis Total length of available area: 80' Total width of available area: 85' Estimated Perc. Rate: 70 at 48" in. (depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Gravity Distribution method (specify): Gravity 3c Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required: Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 544 Total trench bottom area required:_2176 Area Calculations Number of trenches 10 Length of trenches: 80' Width of trenches: 3' Center to center spacing: 9' Reserve required?-Yes Percent reserve area required: 100 Total width of absorption area required 84' Total trench bottom area provided: 2400 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. N"'` Page of AOSE Form E Revised July 18,2007 Soil Profile Pa5¢ S Reserve Drain Field Lot R5 Hyland Ridge—Phase 4 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 5D 0-10 BE Reddish brown(5YR 5/4) clay loam, friable 3 10-36 Bt Red (10R 4/8) silty clay, firm 4 36-54 Cl Reddish brown(2.5YR 5/4) clay loam, friable 3 54-84 C2 Olive (5Y 5/4) silt loam, friable 3 5F 0-5 BE Reddish brown(5YR 5/4) clay loam, friable 3 5-40 Bt Red(10R 4/8) silty clay, firm 4 40-65 BC Red (2.5YR 4/8) silty clay loam, yellow(10YR 7/8) silt 3 loam, firm 65-84 C Light yellowish brown(2.5Y 6/4) silt loam, friable 3 5G 0-4 BE Reddish brown(5YR 5/4) clay loam, friable 3 4-20 Bt Red(10R 4/8) silty clay, firm 4 20-52 C Yellowish red(5YR 5/8) clay loam, friable, w/greenstone 3 fragments below 48" 52- Cr Now 5H 0-4 BE Reddish brown(5YR 5/4) clay loam, friable 3 4-30 Bt Red(10R 4/8) silty clay, firm 4 30-60 Cl Yellowish red (5YR 5/8) clay loam, friable 3 60-84 C2 Light yellowish brown(2.5Y 6/4) silt loam, friable 3 Pue)c- (O OF-7 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, y the reserve area(check one)for Lot R5 -Hyland Ridge Phase 4 Design Basis Total length of available area: 100' Total width of available area: 65' Estimated Perc. Rate: 120 at 36" in. (depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Gravi Distribution method (specify): Gravity 3c Dispersal system basis GMP 118A LGMI required? No (Yes/No) Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary) Square feet per bedroom:,406 Total trench bottom area required: 1624 Noy Area Calculations Number of trenches 6 Length of trenches: 100' Width of trenches: 3' Center to center spacing: 10' Reserve required? This is reserve Percent reserve area required: 100 Total width of absorption area required 63' Total trench bottom area provided: 21000 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 Page —7 of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 8/8/15 Submitted to Albemarle County Health Department Applicant Pantops-Lakeridge LLC Telephone Number (434) 962-5158 Address P.O. Box 8147 Charlottesville, VA 22906 Owner same Address same Location Intersection of Aspen Drive and Hyland Ridge Drive Tax Map 78-57 Subdivision Hyland Ridge-Phase 4 Block/Section Lot R5 SOIL INFORMATION SUMMARY- (lj fu.,,,e_ pa`k � f 1. Position in landscape satisfactory? 'X Yes No Describe Shoulder 2. Slope 23 % 3. Depth to rock or impervious strata: Max. 84"+ Min. 52" None 4. Depth to seasonal water table (gray mottling or gray color) X No 7 Yes inches -ree water present 'X No Yes range in inches Soil percolation rate estimated .X Yes Texture group I II III IV No Estimated rate 120 min/inch 7. Permeability test performed ` Yes No If yes, note type of test performed and attach X Site Approved: Drainfield to be placed at 36" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. Position in landscape subject to flooding or periodic saturation. 2. 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) ,s , r i '' " �, mow''..4-- }4 4 t4;\,#1.,°,,,,,,,,,,,.."iy„ At � �^d ' 'Iv' *d �t�• 1y :1 ^ ` ,4 � '+'� F m° � 7�� yd .0 � w y � [ Ta.R' ' " ''• +i £7;�f .�q':it, ' ' T3�� Y V9 i 4 . s " l " )* �, � . T5 ' Iaayr`k ' 3:hf ' y."S 41 s r � „e'3 yy ry� - 'ra � + - "\ .,,;! !\n .7 .-4, g 2't:1'.i fi t 4.-Y, x \ , ." i , ' 7 r p ' r --.,, ,. k,5 i,"i aT '' ' � .• • • r " F R3D // VF R s r DF R,3E ; PF R i . Dr .7� O e.. 3 t ' LOT R.7 / �., , ,• 'LOT_ 1 2.56;0 A ' . DF R38 23, " 17 .� . OF R7 F `SF RIB )OF ;:-7th ' ' OF. R7‘ • / �; :�._ _, , 1 R6 C : ell Site . -- „..., 1 � c tiN. OPEN .. o I 1,,- . se - TO4k5— >'taF'' `rDr R ,OT R4 RA-7-2052 AC Off'i�.€ 4.106 At 4..i R1----0.554 ,, r / TOTAL=, AC D rain 'eld Sits Prim {y and_RQS . . . �� OF: R4 G ,1------- - 'DFR . ' ` �..... D H k ; Scale 1"= 100' {— Soil Profile Hole ,::F • ' ;. House, Well and Drain Field Sites , Lot R5 ., OF .6 Hyland Ridge,Phase 4 r J f▪ . OF R4 --RF R4 J s; Albemarle County, Virginia ' f ■l ∎: Steve Gooch Consulting Geologist ' 703 Oliver Creek Road Troy, Virginia 22974 r r Page 1 of 8 OSE/PE Report for: I Construction Permit Certification Letter r7 Approval 1 Property Location: 911 Address: City: Lot R6 Section Subdivision Hyland Ridge- Phase 4 GPIN or Tax Map# 78-57 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Pantops-Lakeridge, LLC Street: P.O. Box 8147 City:Charlottesville State VA Zip Code 22906 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# 'law Address City State Zip Code Date of Report 8/8/15 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 I recommend that a(select one): construction permit❑ certification letter subdivision approval 0 be(select one)issued 19 denied❑. OSE/PE Signature j '€Ii-Q. ,P67/4— Date ,1rif Pa Soil Profile Zd f Primary Drain Field Lot R6 Hyland Ridge—Phase 4 ``� Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group C 0-3 A Reddish brown(5YR 4/4) clay loam, friable 3 3-37 Bt Red (10R 5/8) silty clay, firm 4 37-54 Bt2 Red(2.5YR 4/8) silty clay loam, firm 3 54-84 C Yellowish red(5YR 5/8) clay loam, friable 3 D 0-3 A Reddish brown(5YR 4/4) clay loam, friable 3 3-25 Bt Dusky red (10R 3/3) silty clay, firm 4 25-84 C Yellowish red(5YR 5/8)clay loam, friable 3 E 0-3 A Reddish brown(5YR 4/4)clay loam, friable 3 3-27 Bt Dusky red (10R 3/3) silty clay, firm 4 27-84 C Yellowish red (5YR 5/8) clay loam, friable 3 F 0-3 A Reddish brown(5YR 4/4) clay loam, friable 3 3-36 Bt Dusky red (10R 3/3) silty clay, firm 4 36-66 Cl Yellowish red(5YR 5/8)clay loam, friable 3 66-84 C2 Yellow(10YR 7/8) silt loam, friable 3 Now- Page of F Appendix 2 Soil Summary Report GENERAL INFORMATION Date 8/8/15 Submitted to Albemarle County Health Department Applicant Pantops-Lakeridge LLC Telephone Number (434) 962-5158 Address P.O. Box 8147 Charlottesville, VA 22906 Owner same Address same Location Intersection of Aspen Drive and Hyland Ridge Drive Tax Map 78-57 Subdivision Hyland Ridge-Phase 4 Block/Section Lot R6 SOIL INFORMATION SUMMARY - prI siv,,, pri411& fP4J 1. Position in landscape satisfactory? X Yes . 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) X No Yes inches tree water present X No : Yes range in inches 'Soil percolation rate estimated .X Yes Texture group I II ® IV No Estimated rate 60 min/inch 7. Permeability test performed r Yes 5( No If yes, note type of test performed and attach 'X Site Approved: Drainfield to be placed at 60" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1 Position in landscape subject to flooding or periodic saturation. 2. ' 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) Puy ocr 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. Nftiny This abbreviated design covers the ❑ primary and reserve area, C7nly the primary area, ❑ only the reserve area(check one)for Lot R6-Hyland Ridge Phase 4 Design Basis Total length of available area: 100' Total width of available area: 60' Estimated Perc. Rate:_60 at 60" in. (depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Gravity Distribution method (specify): Gravity 3c 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:_1808 Nome Area Calculations Number of trenches 7 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 57' Total trench bottom area provided: 2100 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 Soil Profile cox_ ��c�f Reserve Drain Field Lot R6 Hyland Ridge—Phase 4 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group A 0-3 A Reddish brown(5YR 4/4) clay loam, friable 3 3-31 Bt Red(10R 5/8) silty clay, firm 4 31-42 C Olive (5Y 5/4) silt loam w/greenstone fragments 3 42- Cr B 0-3 A Reddish brown(5YR 4/4) clay loam, friable 3 2-14 Bt Red (10R 4/8) silty clay loam, firm 4 14-52 Cl Yellowish red (5YR 5/8) clay loam, friable 3 52-84 C2 Yellow(10YR 7/8) silt loam, friable 3 F 0-3 A Reddish brown(5YR 4/4) clay loam, friable 3 3-36 Bt Dusky red (10R 3/3) silty clay, firm 4 36-66 Cl Yellowish red(5YR 5/8) clay loam, friable 3 66-84 C2 Yellow(10YR 7/8) silt loam, friable 3 Now Page CO of C Appendix 2 Soil Summary Report GENERAL INFORMATION Date 8/8/15 Submitted to Albemarle County Health Department Applicant Pantops-Lakeridge LLC Telephone Number (434)962-5158 Address P.O. Box 8147 Charlottesville, VA 22906 Owner same Address same Location Intersection of Aspen Drive and Hyland Ridge Drive Tax Map 78-57 Subdivision Hyland Ridge- Phase 4 Block/Section Lot R6 SOIL INFORMATION SUMMARY - /3"exteL Drum Frck 1. Position in landscape satisfactory? IX Yes '._ No Describe Shoulder 2. Slope 19 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) iX No Yes inches Free water present X No Yes range in inches '"`!."Soil percolation rate estimated X Yes Texture group I II III IV No Estimated rate 110 min/inch 7. Permeability test performed r Yes rx No If yes, note type of test performed and attach X Site Approved: Drainfield to be placed at 30" depth at site designated on permit. 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. ! Insufficient depth of suitable soil to seansonal water table. 4. Rates of absorption too slow. 5. T 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) ?cox_ 7 e— 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, E9 bnly the reserve area(check one)for Lot R6-Hyland Ridge Phase 4 Design Basis Total length of available area: 100' Total width of available area: 40' Estimated Perc. Rate: 110 at 24" in. (depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Gravity Distribution method (specify): Gravity 3c Dispersal system basis GMP 118A LGMI required? No (Yes/No) Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 375 Total trench bottom area required: 1500 Area Calculations Number of trenches 5 Length of trenches: 100' Width of trenches: 3' Center to center spacing: 9' Reserve required? This is reserve Percent reserve area required: 100 Total width of absorption area required 39' Total trench bottom area provided: 1500 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. Niew Page of AOSE Form E Revised July 18,2007 .i-,,,,,,,„„4,,,,,t-,,-PY:',A-at-,40-.1-2-1,7.,-*4.-.4"fr;;''',".,":-,•----.-- -.. --- - - "--• • " „.,•' • '. --.' . - , ' ' .. "'---.':,_.',';,,-;;;1:1-4„,I,,,`,.,;i.;11":";'....,z,,,„..,,i,*.,,,4#,.4,k,r,_,„Airy-, .,4'1,..,,,,,., ;,--i,,,, ,-, - - - '-. - ''' ' " 1-':-'4'''''''' '..14'''''''''.'''' ''''''''''''''','''''' :`-',-■ ■ 7'..-..;.:',,,,',.:,;,,,,,,,,,,, ..,,,),:aVV,`;'?,0":' .4,.:74••9"'",, ,4''4":472-4747,?•:;,1 ,i','. '-',.' ''',:- ',.:;:',-,-:‘,,,,„„:4',::7-7°,;,,,::::J'''Z'',.',' ':,,,./1—:':::'''''''--- "?: : --'':"j ' .' ' ' '‘S.■ '17r -''..t4' ..\ _.• .. , ,,, . ,. . .._ , , • - .• —„s. , . ,, . ,• ,- ,., . , . , ..- ' '- '',1_. '.. '.- - . • ' -• ,.., DE RI D „... , .. . OF' ,R1 --- . .,- . ....---"-..... , -1 - s•-, L.'s , \ • ' ' ... , . , .... , . ,. - . - . , ,„0.460,'At, - 1 LOT . 87 , . 137,.1.. i - -,..„h.,frito , LOT 36 . 0.459:AC /// =/:. t1,11to,,4,13,- , ,)\ „ ,- ,IA-‘4,..1)' : 9.459 AC LOT s LOT T 0.459 C 4,,,tr 0 ,F, . , , , ,,- - - , 04 ..._„ . , 0459 .AC _,.......-- ---- - ---- R7‘4 , -- .sun' ' • • ',liar ......-- Lb R8 . ..,..--- ,./: OF RE3-8- ' - 4.050 A — -' I s •,.. :* W Site , / , , ‘ . - 4.755 4ev, TOTAL ' ., (.... . , i - --\-- - , i-DF 6-E ' tlraftc't= / \---DF--R6-0, - , . - ..... , .,... . . „ ___,,...,_________,___,...,,___------,---, DRAINFIELD LOOATIONS.TAKEN 014 OR ABOUT 1O-14-Q6 BY DOMINION DEVELOPMENT ., RESOURCE5 .... - . _.. . . - ....: Scale 1"--- 100' 4- Soil Profile Hole . . ■ House, Well and Drain Field Sites \ . - s , ' . . , Lot R6 Hyland Ridge—Phase 4 ■ . . 4 Albemarle County,Virginia ..,, t,....,...; '- - Steve Gooch Consulting Geologist 703 Oliver Creek Road Troy, Virginia 22974 Page 1 of 6 OSE/PE Report for: err Construction Permit 1-1 Certification Letter 1-7 Subdivision Approval 11741 Property Location: 911 Address: City: Lot R7 Section Subdivision Hyland Ridge- Phase 4 GPIN or Tax Map# 78-57 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Pantops-Lakeridge, LLC Street: P.O. Box 8147 City:Charlottesville State VA Zip Code 22906 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 8/8/15 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 Sheet 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. I• I The work attached to this cover page has been conducted under an exemption to the practice of engineering,specifically the exemption in Code of Virginia Section 54.1-402.11 I recommend that a(select one): construction permit❑ certification letter subdivision approval be(select one)issued ig denied❑. OSE/PE Signature Gf 7' (� .0e-du Date ,049 Soil Profile PC(*_ z df 1� Lot R7 Hyland Ridge—Phase 4 Albemarle County Now- Hole Depth Horizon Material Description Soil Texture (in.) Group A 0-12 BE Reddish brown(2.5YR 5/4) clay loam, friable 3 12-36 Bt Red(10R 4/8) silty clay loam, firm 3 36-84 C Brown(7.5YR 4/4) clay loam, friable 3 B 0-3 BE Reddish brown(2.5YR 5/4)clay loam, friable 3 3-45 Bt Red(10R 4/8) silty clay loam, firm 3 45-84 C Light yellowish brown(2.5Y 6/4) silt loam, yellowish red 3 (5YR 5/8) clay loam, friable E 0-4 BE Reddish brown(2.5YR 5/4) clay loam, friable 3 4-43 Bt Dusky red (10R 3/3) silty clay, firm 4 43-60 Cl Yellowish red(5YR 5/8) clay loam, friable 3 60-84 C2 Yellow(10YR 7/8) silt loam, friable 3 F 0-5 BE Reddish brown(2.5YR 5/4) clay loam, friable 3 5-36 Bt Red(10R 4/8) silty clay, firm 4 36-60 BC Red(2.5YR 5/8) silty clay loam, olive yellow(2.5Y 6/6) 3 silt loam, friable Now 60-84 C Olive yellow(2.5Y 6/6) silt loam, friable 3 G 0-8 BE Reddish brown(2.5YR 5/4)clay loam, friable 3 8-35 Bt Red (10R 4/8) silty clay, firm 4 35-61 CB Yellow(10YR 7/8) silt loam, reddish brown(2.5YR 5/4) 3 clay loam, friable 61-84 C Pale olive (5Y 6/3) silt loam w/greenstone fragments 3 H 0-10 BE Reddish brown(2.5YR 5/4) clay loam, friable 3 10-36 Bt Red (10R 4/8) silty clay, firm 4 36-52 BC Yellowish red(5YR 5/8)clay loam, friable 3 52-84 C Pale olive (5Y 6/3) silt loam, friable 3 I 0-8 BE Reddish brown(2.5YR 5/4) clay loam, friable 3 8-27 Bt Red(10R 4/8) silty clay, firm 4 27-40 BC Red(2.5YR 5/8) silty clay loam, olive yellow(2.5Y 6/6) 3 silt loam, friable 40-84 C Pale olive (5Y 6/3) silt loam, friable 3 J 0-6 BE Reddish brown(2.5YR 5/4) clay loam, friable 3 6-29 Bt Red(10R 4/8) silty clay, firm 4 29-48 BC Red(2.5YR 5/8) silty clay loam, olive yellow(2.5Y 6/6) 3 silt loam, friable ,`"' 48-84 C Pale olive (5Y 6/3) silt loam, friable 3 Page 3 of G Appendix 2 Soil Summary Report GENERAL INFORMATION Date 8/8/15 Submitted to Albemarle County Health Department Applicant Pantops-Lakeridge LLC Telephone Number (434)962-5158 Address P.O. Box 8147 Charlottesville, VA 22906 Owner same Address same Location Intersection of Aspen Drive and Hyland Ridge Drive Tax Map 78-57 Subdivision Hyland Ridge-Phase 4 Block/Section Lot R7 SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? X Yes No Describe Shoulder 2. Slope 18 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) X No Yes inches Free water present IX No Yes range in inches '''Soil percolation rate estimated X Yes Texture group I II III IV No Estimated rate 60 min/inch 7. Permeability test performed Yes rx No If yes, note type of test performed and attach X Site Approved: Drainfield to be placed at 60" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. Position in landscape subject to flooding or periodic saturation. 2. 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 volo- (attach additional pages if necessary) Pc Ie. y 6 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, [E'only the primary area, ❑ only the reserve area(check one)for Lot R7-Hyland Ridge Phase 4 Design Basis Total length of available area: 70' Total width of available area: 75' Estimated Pere.Rate: 56 at 6016' in. (depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Gravity Distribution method (specify): Gravity 3c Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required: Prima (Primary, Secondary, Advanced Secondary) Square feet per bedroom:,452_ Total trench bottom area required: 1808 Area Calculations Number of trenches 9 Length of trenches: 70' Width of trenches: 3' Center to center spacing: 9' Reserve required? Yes Percent reserve area required: 100 Total width of absorption area required 75' Total trench bottom area provided: 1890 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 /2 BUT 6 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, ii4ly the reserve area(check one)for Lot R7-Hyland Ridge Phase 4 Design Basis Total length of available area: 50' Total width of available area: 60' Estimated Perc. Rate: 60 at 60" in.(depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Gravi Distribution method (specify): Gravity 3c Dispersal system basis GMP 118A LGMI required? No (Yes/No) Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 203 Total trench bottom area required: 812 NNow Area Calculations Number of trenches 7 Length of trenches: 50' Width of trenches: 3' Center to center spacing: 9' Reserve required? This is reserve Percent reserve area required: 100 Total width of absorption area required 57' Total trench bottom area provided: 1050 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 - 4., V'' '''''.'-:::4-1-04,441.1-4,%1L,-,;.A.r4:;;:' ,.;,..;';'': ''oA.;', ';',;=.4,',li:i'Vel,;''''VAN.VVtikk4;- 4,;;;4;,-'''..-,,.14::, ..4,,,,L6.="-,'",,?,-."1,..',".•-.-4.4■"'•7•4)?,-•syk:,,,-..i.•.V 14:"Itil DA':' -44-4 - ,,,,A 4..a.yae..;‘,4-it,..4,444-1',.._ ',„0-A.:etil..41”,,IF.,,,::;„ -,1,,,,---•:.,,:,4,1,' ,..s::Z.',-..'1 ,:.?../j.:1'..'':,45i'Ai.N.r.iVA",4,,,,,,itX'4.;,. , , ,",:k,,.7,17.'.-'..r.,5:j. '1 1,40.44t,..f:rifti;frn V`,■1,',.:,,'' ''.4. ■1"-.:';''',i..1.4,-''' ' ,,,x0,g..iAl'e,,,,t'. ...,'';;:7-,N-f.r'f::'''..V.:1.,..',.;';';'-.`'4.,':.1S-4,-;1;t::.VOit.,,,,**i .,','-4,..47ti,'"-',%,\N' ',,,,,,... .e"-N-:-1 1,'"? At-,40,114.T4'-‘;',, "-, 10,...c],:?,..,..'■', ,,-',A.'' 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LOT R . , 4\ \ ' )14. 0T -.11'1.- ,'• . 2.5:60 AC ,` , , : l , 13F R3B , , - , . 5t1.1 . 1 4 • ,4- 1 '7, , ., , . ; .R7B , :'DF.;7D , r lo , : • • • - , . - 'a . . •. • • e,-; I Dra - • 1 ,... 4 / / % I , . • . . „ R7-4 --, -----,.„ ...2, . _ DF • „ . . _. . . • ' "%Igor , ,. t; ■ R6 ‘ 58- , - ....-- --,.. , -- ,...-- OPEN li :-., --- ...,:-.- - , . /- RSA , _ „ r TOTAL ' •-, o R5C,... - - , . , (3F R5 1 ''' ' ----19F R4C- , - -OF-RSV RA.----2 O2 AC - ' ' ! - • , - OF ft4e 4.106 A,C 't DF R4 F ' 1?1 . , - 0 554 AC - .,,, .. - TO TAL-FZ606 AC / \ • _ , 1 / \ ; . +. \ ''‘ ___ R ---OF R4B 4-G ., - `Dr R4A , . . , -- ,.. . - - - _,.. - - ,- . - Scale 1"---- 100' i-- Soil Profile Hole ..,, Dr R4 G - , i/-f' ... ' , ,•k House, Well and Drain Field Sites Lot R7 . IT R4 K . Hyland Ridge—Phase 4 . / - / DF , --OF R4 .1 , . Albemarle County, Virginia - - - Steve Gooch Consulting Geologist *...--, • 703 Oliver Creek Road .. , Troy, Virginia 22974 r ,• • ...,-, i