Loading...
HomeMy WebLinkAboutSUB201400117 Approval - Agencies ' „05 # 99 iw rc `. ,. R D g , t ,✓¢ t 0. COMMONWEALTH of VIRGINIA In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE State Department of Health FLUVANNA COUNTY(PALMYRA) 1138 Rose Hill Drive GREENE COUNTY(STANARDSVILLE) LOUISA COUNTY(LOUISA) Phone(434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGSTON) Fax (434)972-4310 Charlottesville, Virginia 22906 October 3,2014 Ellie Carter Ray Department of Community Development Division of Zoning and Current Development 401 Mclntire Road Charlottesville,Virginia 22902-4596 RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite Sewage Systems as part of a division of Tax Map 59 Parcel 29B located in Albemarle County,Virginia. Dear Ms. Ray: On July 29,2014,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, r Josh Kirtley Environmental Health Technical Consultant Onsite Sewage and Water Programs °FA 1,4111Ti4. RECEIVED Environmental Health Services : JUL 31 2014■ 141110, .01 � ;; C. ., TY OF ALBEMARLE 0OSh / ir �I �y k Department of Community Development 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 Date: 7/29/2014 Teresa Batten Virginia Department of Health 1138 Rose Hill Drive Charlottesville, VA 22906 Regarding: Project Name: SUB 2014-00117 Three Springs LLC—Rural Subdivision Date Submitted: 7/16/14 Dear Ms. Batten: .. The County of Albemarle has received application to develop/subdivide Tax Map 59 Parcel 29B. This project requires Health Department approval prior to receiving final County approval. The applicant has provided a soils report,which is attached. Please review the proposal for suitable subsurface drainfields that comply with the provisions of Chapter 18, Sections 4.2.2, 4.2.3, 4.2.4, and Chapter 14, Section 310 of the Albemarle County Code. Should you have any questions or comments please feel free to contact me. Sincerely, &L2i 0. 2 Ellie Carter Ray, Senior Planner County of Albemarle Department of Community Development Division of Zoning and Current Development 401 McIntire Road Charlottesville, VA 22902 eray @albemarle.org (434)296-5832, ext 3432 phone (434)972-4126, fax 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 July 16, 2014 Mr. Bill Fritz County Of Albemarle Dept. Of Planning and Community Development 401 McIntire Rd Room 227 Charlottesville, VA 22902-4579 Re: Proposed Drain Field Sites Parcels 2A, 2B and Residue A Division of Tax Map 59-29B Beckoning Ridge Albemarle County Dear Mr. Fritz: Enclosed are three (3) copies of the soils work associated with the proposed drain field sites for the above-referenced property. We request that you forward two (2) copies to the Charlottesville-Albemarle Health Department for their review. Also enclosed is the application for subdivision review form. If you have any questions,please do not hesitate to call. Sincerely, Steve Gooch Consulting Geologist, Inc. "k)61-C-4. Steve Gooch Encl. Soils Study for Drain Field Sites Lots 2A, 2B and Residue A Division of Tax Map 59-29B Beckoning Ridge Albemarle County Prepared for: Three Springs, LLC 4997 Sandy Branch Road Barboursville, VA 22923 Prepared by: Steve Gooch Consulting Geologist,Inc. 703 Oliver Creek Road Troy, Virginia 22974 July 16, 2014 Page 1 of 5 OSE/PE Report for: Ak r Construction Permit 1-1 Certification Letter n Subdivision Approval C Property Location: 911 Address: City: Lot 2A Section Subdivision Beckoning Ridge- Parcel 2 GP1N or Tax Map# 59-29B Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Three Springs, LLC Street: 4997 Sandy Branch Road City:Barboursville State VA Zip Code 22923 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State Virginia Zip Code 22974 PE Name: License# Address City State Zip Code Date of Report 7/15/14 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. 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 be(select one)issued Q denied❑. Nur . OSE/PE Signature J 4 Date 7 P-N y vet ky_ 2 Soil Profile Parcel 2A A Division of Parcel 2 Tax Map 59-29B Beckoning Ridge Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-2 A Reddish brown(2.5YR 4/3) clay loam 3 2-20 Bt Red(2.5YR 4/6) silty clay loam 3 20-84 C Strong brown (7.5YR 5/6) clay loam, mica 3 2 0-3 A Reddish brown(2.5YR 4/3)clay loam 3 3-16 Bt Red(2.5YR 4/6) silty clay loam 3 16-60 Cl Yellowish red(5YR 5/8) sandy loam 2 60-84 C2 Yellowish brown(10YR 5/8) sandy loam 2 3 0-2 A Dark gray(10YR 4/1) loam 2 2-5 BE Brown(7.5YR 5/4) clay loam 3 5-38 Bt Red (2.5YR 4/6) silty clay loam 3 38-52 Bt2 Reddish brown(2.5YR 5/4) clay loam 3 52-84 C Brownish yellow(10YR 5/6) sandy loam 2 4 0-3 A Dark gray(10YR 4/1) loam 2 3-8 BE Yellowish red(5YR 5/8)clay loam 3 8-48 Bt Red(10R 5/8) silty clay loam 3 48-72 Bt2 Red(2.5YR 5/6) clay loam 3 72-84 C Yellowish brown(10YR 5/8) sandy loam 2 5 0-3 A Dark gray(10YR 4/1) loam 2 3-30 Bt Red(10R 5/8) silty clay loam 3 30-60 Cl Strong brown(7.5YR 5/8) sandy loam 2 60-84 C2 Brownish yellow(10YR 6/8) loam 2 Page 3 of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 7/12/14 Submitted to Albemarle County Health Department Applicant Three Springs LLC Telephone Number (540)415-0645 Address 4997 Sandy Branch Road Barboursville, VA 22923 Owner same Address same Location Old Ballard Farm Lane off Old Ballard Road Tax Map 59-29B Subdivision Beckoning Ridge Block/Section Lot 2A SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? x Yes No Describe side slope 2. Slope 12 % 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 5. Free water present X No Yes range in inches . Soil percolation rate estimated X Yes Texture group I II 41 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. 7. Other Specify (attach additional pages if necessary) )7ceje i art`s 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. `ter This abbreviated design covers the®''primary and reserve area, ❑ only the primary area, ❑ only the reserve area(check one)for Parcel 2A —A Division of Parcel 2(TM 59-29B—Beckoning Ridge)(Property ID). Design Basis Total length of available area: 100' Total width of available area: 105' Estimated Pere. Rate: 55 at 60" in.(depth) Number of bedrooms(or GPD): 4 Conveyance Methods: 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: 412 _ Total trench bottom area required: 3296 Area Calculations Number of trenches 12 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 102' Total trench bottom area provided: 3600 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 9. 13 116 N71`13'21"M 42.42 L28 885'19'33'11 24.81 ---- 20.33 117 N61 '02'23"K 39.88 L29 N78'07'25"W 20.93 Pc-4/ 9.57 ' 118 S87'25'13"k 14.12 130 N83'47'42-W 20.05 1) `� THIS 27.58 119 S6016'26"W 21.47 131 S89'14'2111 4.50 31.87 120 N24"i8'43"14 43.35 132' N60'03'46"11 24.68, COPY 7 49 121 N74'40'24"W 9.29 L33 N73'16'05^11 22.32 1 rw31 L22 349'38'39"W 22.20 134 S77*09'34"V 10.73, T3 2'2.10 L23 N72'58'37' 10.32 135' N68'41'07"V 25.21' 0 18.28 124 N35'15'05"W, 10.07 PROPOSED )RAIN tIE f, - EXISTING 3L;WELL OW FARM I ION (APPROX.) T.M.59-1 T. 59-1L �' f_ 01 LOT 11 I L 12 -- jOPOSED WELL , 0.8.2921'\-r------ rte `■ EXISTING 3B WELL - STA TF PROPOSED DRAM {APPROX.) 'I- na rea.—-- -._._ FIELD \ BAL LAF F ; -1,.. OLD 644 .} North 3918189 t SRON 4AM East 6 14601345 FOLIC • S82'53•% E 210. 1 (1 00. �/` IRON! 18" PROPOSED 30 , r Fs I ..-..- POSED 3B WELL au, F " "'.` 271.36. :._. PR0 ),€.'D3CWELL IRON �ae�► `= 35-00 SET __ FLAB PROPOSED )OUSE $ iA A8 SITE P 28 p 2.90 ACES r N++ PROPOSED DRAIN FIELD ---__ .+ AND 100%RESERVE AREA - i �! PROPOSED f.M.59-1N - 0% PROPOSED PRIMARY D/F fn LOT 14 ; w _ _ ----- r''• fli N .IMOKKLMESS ` ■ ma f +, ' wr B.3747-628 m A2 �p' 04....:______. V „a I-127 6 128 675 THRU 678 w PARCEL 2A '' rn --rte' PROPOSED "II �' 2.90 ACFES ,. . SERVE D/F PROPOSED RESERVE I-� DRAIN FIELD - STREAM � North (APPROX.) A East North 3817774 IRON x 6 7--- 0 RON East 11460143 OLRC -.* N. " ,t, °. SET Scale 1"= 100' .'- Soil Profile Hole 11 4%? y House, Well and Drain Field Sites rot Parcel 2A 0 L A Division of Parcel 2 (TM 59-29B) Beckoning Ridge IAlbemarle County, Virginia i Steve Gooch Consulting Geologist I 703 Oliver Creek Road if F I. Troy, Virginia 22974 Page 1 of 7 OSE/PE Report for: Construction Permit n Certification Letter n Subdivision Approval Property Location: 911 Address: City: Lot 2B Section Subdivision Beckoning Ridge- Parcel 2 GPIN or Tax Map# 59-29B Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Three Springs, LLC Street: 4997 Sandy Branch Road City:Barboursville State VA Zip Code 22923 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State Virginia Zip Code 22974 PE Name: License# Address City State Zip Code Date of Report 7/15/14 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. 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 4 be(select one)issued Q denied❑. OSE/PE Signature %. �� 7� Date —� / Z 7 Soil Profile Parcel 2B Pa hc= do A Division of Parcel 2 Tax Map 59-29B Beckoning Ridge Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group Primary Drain Field 1 0-4 A Brown(7.5YR 4/2) clay loam 2 4-34 Bt Red(10R 4/8) silty clay loam 3 34-60 Cl Olive (5Y 5/3) sandy clay loam mica 2 60-84 C2 Dark yellowish brown(10YR 4/6) sandy loam 2 4 0-4 A Brown(7.5YR 4/2) clay loam 2 4-30 Bt Red (10R 4/8) silty clay loam 3 30-54 BC Red (10R 5/8) silty clay loam, strong brown(7.5YR 5/8) 3 sandy loam 54-84 C Strong brown(7.5YR 5/8) sandy loam 2 5 0-6 A Brown(7.5YR 5/4) clay loam 3 6-29 Bt Red(10R 5/8) silty clay loam 3 29-84 C Dark yellowish brown(10YR 4/6) sandy loam 2 Reserve Drain Field 1 0-4 A Brown(7.5YR 4/2) clay loam 2 4-84 Bt Strong brown(7.5YR 5/8) silty clay loam, mica 3 2 0-3 A Brown(7.5YR 4/2) clay loam 2 3-36 Bt Strong brown (7.5YR 5/8) silty clay loam, mica 3 36-60 Bt2 Reddish brown (2.5YR 5/4) silty clay loam 3 60-84 C Dark yellowish brown(10YR 4/6) sandy loam 2 5 0-6 A Brown(7.5YR 5/4) clay loam 3 6-29 Bt Red (10R 5/8) silty clay loam 3 29-84 C Dark yellowish brown(10YR 4/6) sandy loam 2 s..r Page 3 of 7 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 7/12/14 Submitted to Albemarle County Health Department Applicant Three Springs LLC Telephone Number (540)415-0645 Address 4997 Sandy Branch Road Barboursville, VA 22923 Owner same Address same Location Old Ballard Farm Lane off Old Ballard Road Tax Map 59-29B Subdivision Beckoning Ridge Block/Section Lot 2B SOIL INFORMATION SUMMARY - psi0400,1/41 Qwn he� 1. Position in landscape satisfactory? X Yes No Describe side slope 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 5. Free water present x No Yes range in inches Nu r. Soil percolation rate estimated X Yes Texture group I II III, 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 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. 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, E 'only the primary area, ❑ only the reserve area(check one)for Parcel 2B —A Division of Parcel 2 (TM 59-29B—Beckoning Ridge)(Property ID). Design Basis Total length of available area: 75' Total width of available area: 75' Estimated Perc. Rate: 55 at 48" 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: Prima (Primary, Secondary, Advanced Secondary) Square feet per bedroom: 412 Total trench bottom area required:_1648 Area Calculations Number of trenches 8 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 66' Total trench bottom area provided: 1680 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 of 2 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 7/12/14 Submitted to Albemarle County Health Department Applicant Three Springs LLC Telephone Number (540)415-0645 Address 4997 Sandy Branch Road Barboursville, VA 22923 Owner same Address same Location Old Ballard Farm Lane off Old Ballard Road Tax Map 59-29B Subdivision Beckoning Ridge Block/Section Lot 2B SOIL INFORMATION SUMMARY . 12.1e 0ra 1. Position in landscape satisfactory? X Yes No Describe side slope 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 5. Free water present X No Yes range in inches w„ 3. Soil percolation rate estimated X Yes Texture group I II IV No Estimated rate 85 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. 7. Other Specify Now- (attach additional pages if necessary) Ge-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, manly the reserve area(check one)for Parcel 2B —A Division of Parcel 2(TM 59-29B—Beckoning Ridge)(Property ID). Design Basis Total length of available area: 75' Total width of available area: 70' Estimated Perc. Rate: 85 at 48' 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: 289 _ Total trench bottom area required: 1156 Area Calculations Number of trenches 6 Length of trenches: 70' Width of trenches: 3 3' Center to center spacing: 9' Reserve required? this is reserve Percent reserve area required: 100 Total width of absorption area required 48' Total trench bottom area provided: 1260 The required width is calculated by multiplying the center-to-center spacing by one less than the number of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform across the length of the site the trenches will need to flare apart on one end to maintain contour. When this occurs it is necessary to use a center-to-center spacing that accounts for the flair or the installer will not be able to fit the system within the approved area. It is perfectly acceptable to have more area available, especially up and down the slope,than is required. Page of AOSE Form E Revised July 18,2007 9.13 116 N71413•21"k 42.42 L28 S851'19'3311 24.81 ham 20.33 117 N61'02`23"10 39.86 L.29 N78107'25 11 20.93 9.57 118 S87 25'irk 14.12 130 N83'47'42'W 20.05 7 ec--7 THIS 27.58 119 S80*58'26`11 21.47 131 S89'14'21"M 4.50 31.87 120 N24'18'43"W 43.35 132 N60'03'46"k 24.88 COPS 49 121 N74'40'24"14 9.29 133 1473416405"W 22.32 31 122 349'38'39'W 22.20 134 877'09'34"V 10.73. T. 22.10 123 N72'58'37"11 10.32 , 135; N68'41'071w 25.211 C 18.28 124 N35'15'05 1C 10.07 PROPOSED MAIN ' FIE D s. 010 FAIN ' im0t I510N EX OX)3-r`ALL T.M.59-iK L T. .59-11 - r_ 0 LOT 11 L 12 jOPOSED WELL 0.8.292%, _ ,EXISTING 3B WELL S t a TE P---LT PROPOSED DRAT (APPROX.) � E �,.``,1 FIELD OLD North 3918189 -t RON ` "`+ A 4 (40') �`r ' East 'r 1 11 6 FWD 2'S3 __„ •� �� E 22Q.�, l �.�. IRON ig- � t PROPOSED 3B WELL-°' �Q 271.�� F i i i rue iii PRI1; •D 3C WELL% 35.00' IRON *0 I PROPOSED!-OUSE o D1 _�,i,�- SITE P 2� o PROPOSED DRAIN FIELD ----_ -- - 2.9© ACRES .:. AND 100%RESERVE AREA ". PROPOSED .. f.N-S9-IN - --------- lw' q�g � ,. ,,r"PRIMARY D/F O= LOT 14 ___sue-- s to EARO EL.ESS __-____-- _ s 91SAN 1CLESS 9 '- a�.�st tuc �� �..- rr o 8.1 3747-629 128 w� /° %.1 v 675 Tim 676 ., PARCEL 2A ' * `I' PROPOSED c 2.20 ACRES �• RESERVE D/F net J PROPOSED RESERVE DRAIN FIELD SS North (APPROX.) ^ East North :J17774 ram x East 1460143 F N, -7 to .�°'4) $ SET Scale 1"= 100' -- Soil Profile Hole a ; II .?, House, Well and Drain Field Sites < ti I Parcel 2B 1.6 i� L Nti A Division of Parcel 2 (TM 59-29B) I \ Beckoning Ridge '`" I Albemarle County, Virginia Steve Gooch Consultin g Geologist ist I 703 Oliver Creek Road Ni ki f Troy, Virginia 22974 r u Page 1 of 6 OSE/PE Report for: Construction Permit Fl Certification Letter[ Subdivision Approval t• 1 Property Location: 911 Address: City: Lot Residue Section Subdivision Beckoning Ridge- Parcel 2 GPIN or Tax Map# 59-29B Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Three Springs, LLC Street: 4997 Sandy Branch Road City:Barboursville State VA Zip Code 22923 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State Virginia Zip Code 22974 PE Name: License# Address City State Zip Code Date of Report 7/15/14 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 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. 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 permit❑ certification letter subdivision approval ig be(select one)issued Q denied❑. New OSE/PE Signature Date 7-/V -1/ pu Z vF Soil Profile Residue A Division of Parcel 2 Tax Map 59-29B Beckoning Ridge Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-3 A Dark grayish brown(10YR 4/1) clay loam 3 3-45 Bt Red(10R 4/6) silty clay loam 3 45-84 Bt2 Red(2.5YR 4/6) clay loam, mica 3 2 0-6 A Brown(7.5YR 4/2) clay loam 3 6-25 Bt Red(10R 4/6) silty clay loam 3 25-48 Bt2 Red(2.5YR 4/6) clay loam, mica 3 48-84 C Dark yellowish brown(10YR 4/6) sandy loam 2 3 0-7 A Brown(7.5YR 4/2) clay loam 3 7-27 Bt Red(10R 4/6) silty clay loam 3 27-40 BC Red(2.5YR 5/8) clay loam, brownish yellow(10YR 6/8) 3 loam 40-84 C Brownish yellow(10YR 4/6) loam 2 4 0-6 A Brown(7.5YR 4/2) clay loam 3 6-32 Bt Red(10R 4/6) silty clay loam 3 32-84 CB Dark yellowish brown(10YR 4/6) loam, red (2.5YR 5/8) 2 clay loam 5 0-4 A Brown(7.5YR 4/2) clay loam 3 4-30 Bt Red(10R 4/6) silty clay loam 3 30-84 C Dark yellowish brown(10YR 4/6) loam 2 6 0-4 A Dark grayish brown(10YR 4/1) clay loam 3 4-14 Bt Red(10R 4/6) silty clay loam 3 14-27 CB Dark yellowish brown(10YR 4/6) loam,red(2.5YR 5/8) 2 clay loam 27-70 Cl Dark yellowish brown(10YR 4/6) loam, 25% weathered 2 schist fragments 70-84 C2 Yellowish brown(10YR 5/8) sandy loam 2 7 0-4 A Brown(7.5YR 4/2) clay loam 3 4-18 Bt Red(10R 4/6) silty clay loam 3 18-84 C Yellowish brown(10YR 5/8) sandy loam 2 Page 3 of �D Appendix 2 Soil Summary Report GENERAL INFORMATION vow Date 7/12/14 Submitted to Albemarle County Health Department Applicant Three Springs LLC Telephone Number (540)415-0645 Address 4997 Sandy Branch Road Barboursville, VA 22923 Owner same Address same Location Old Ballard Farm Lane off Old Ballard Road Tax Map 59-29B Subdivision Beckoning Ridge Block/Section Lot Residue SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? X Yes No Describe side slope 2. Slope 8 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 5. Free water present X No Yes range in inches ., . Soil percolation rate estimated X Yes Texture group I II II IV No Estimated rate 50 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. 7. Other Specify (attach additional pages if necessary) 0 G 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. *orr / This abbreviated design covers the❑ primary and reserve area, C�'only the primary area, ❑ only the reserve area(check one)for Residue —A Division of Parcel 2(TM 59-29B—Beckoning Ridge)(Property ID). Design Basis Total length of available area: 80' Total width of available area: 60' Estimated Perc.Rate: 50 at 60" 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: 376 Total trench bottom area required:_1504 New- Area Calculations Number of trenches 7 Length of trenches: 75' 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: 1575 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 PQe s()C. 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, R6y the reserve area(check one)for Residue —A Division of Parcel 2(TM 59-29B—Beckoning Ridge)(Property ID). Design Basis Total length of available area: 80' +40' Total width of available area: 90' Estimated Perc.Rate: 50 at 60' 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: 376 _ Total trench bottom area required: 1504 Area Calculations Number of trenches 10 Length of trenches: 80' +40' (4 80's+6 40's) 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 84' Total trench bottom area provided: 1680 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 .• z tai ti 1 / , , Noo• •2s~w r.....rrrr....s+.rri...r.rrw..w.„„........... ......... ....r.....r.+ww...aw.........Ma........... ‘-iii 1036.45' 1 WPROPOSED 100% RESERVE AREA / a O PROPOSED 3C ,�, mm WELL SITE .�� t Op ss `ht r., .). PROPOSED 1-aOUSE 'ROPOSED P'rix`�IARY. i q ....., -.... • -., ‘ ,, N SITE oak DRAIN FIELD i rn .„,...v,it......\_....,„ .., ., ... ,„,, \ .....,1/4.... d0"ti ' 1 - -\\ \\ \\ :a \ \ \ \ \ \ \ \ � \ C?C1 i to\ o \ i12.93\ + \ iri \to* \ i i m \ \ p2 �. is \ N n Scale 1"= 100' .- Soil Profile Hole CO M, ” .., 3 House, Well and Drain Field Sites rF a°�s —II-1E Residue n�7 3 A Division of Parcel 2 (TM 59-29B) c Beckoning Ridge 'z,,,,• rn© 33, Albemarle Coun , Vir•inia '\ • n 3 Steve Gooch Consulting Geologist 0 3 703 Oliver Creek Road ', q44 IN a� Tro , Vir•inia 22974 4.A. RECEIVED OCT 1 3 2014 COMMUr,!"}".i- DEVELOPMENT M.G o c rn THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, PARCEL 2A & PARCEL 2B, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNER (S), PROPRIETORS, AND/OR TRUSTEES,IF ANY. FOR: THREE SPRINGS,LLC CITY /COUNTY OF STATE OF THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 2014. BY FOR: THREE SPRINGS,LLC OTARY PUBLIC COMMISSION EXPIRES : NOTARY SEAL APPROVED FOR RECORDATION : AGENT FOR THE BOARD OF SUPERVISORS DATE THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT THE REQUEST OF THE DIRECTOR OF PLANNING. BY PLACING HIS /HER SIGNATURE ON THIS PLAT HE /SHE HAS DEEMED THAT THEY ARE CORRECT AND IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING ORDINANCE IN EFFECT THIS DATE. THESE NOTES ARE NOT RESTRICTIVE COVENANTS RUNNING WITH THE LAND AND THEIR APPEARANCE ON THIS PLAT IS NOT INTENDED TO IMPOSE THEM AS SUCH. ANY REFERENCE TO FUTURE DEVELOPMENT RIGHTS SHOWN HEREON IS THEORETICAL. A. T.M.59 -29B IS ZONED RA (SEE SUB201400008, 14 -404 WAIVER REQUEST, LETTER DATED FEBRUARY 25. 2014) B. PARCEL 2A AND PARCEL 2B ARE ASSIGNED ONE DEVELOPMENT RIGHT EACH AND MAY NOT BE FURTHER DIVIDED. C. THE RESIDUE OF T.M.59 -29B (PARCEL 2) HAS NO DEVELOPMENT RIGHTS AND MAY NOT BE FURTHER DIVIDED. D. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE, PARCEL 2A, PARCEL 2B, AND THE RESIDUE OF T.M.59 -29B EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. E. THIS PROPERTY LIES WITHIN THE SOUTH FORK RIVANNA WATER SUPPLY WATERSHED. F. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE, THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL - FORESTAL DISTRICT. G. THE APPROXIMATE LOCATIONS OF THE STREAM AND STREAM BUFFER SHOWN HEREON WERE TAKEN FROM THE COUNTY OF ALBEMARLE GIS WEBSITE AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. H. SETBACK REQUIREMENTS: FRONT= 25' SIDES= 25' REAR= 35' I. UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND /OR SEWER SERVICE WILL NOT BE AVAILABLE TO THIS PROPERTY. VICINITY MAP - SCALE: 1" = 2000' + /- SUBDIVISION PLAT PARCEL 2A AND PARCEL 2B A PORTION OF PARCEL 2 BECKONING RIDGE THE PROPERTY OF THREE SPRINGS,LLC LOCATED ON STATE ROUTE 1644(OLD BALLARD FARM LANE) AND STATE ROUTE 1609(BECKONING RIDGE ROAD) SAMUEL MILLER MAGISTERIAL DISTRICT ALBEMARLE COUNTY,VIRGINIA Tif 0 SCALE: 1" = 100' DATE: JUNE 27, 2014 o o REVOIEW �� FOR t� THREE SPRINGS,LLC BRIAN S. RAY Lic. No. 002281 ROGER W.RAY & ASSOC.,INC. 1717 -1B ALLIED STREET CHARLOTTESVILLE,VIRGINIA 22903 GL TELEPHONE: (434) 293 -3195 SHEET 1 OG 2 141978 NOTES: 1. OWNERS & ADDRESS: T.M.59 -296 THREE SPRINGS,LLC 4997 SANDY BRANCH ROAD BARBOURSVILLE,VIRGINIA 22923 839 2. BOUNDARY DATA SHOWN HEREON FOR PARCEL 2A AND PARCEL 2B IS BASED ON A CURRENT FIELD SURVEY. WHIPPOORWILL ALL OTHER BOUNDARY DATA SHOWN HEREON WAS TAKEN FROM PLATS BY THIS FIRM, OF RECORD IN THE ALBEMARLE COUNTY CLERK'S ROAD OFFICE IN D.B.2735 -308 THRU 311 AND D.B.2650 -338 THRU 343, ROTATED TO GRID NORTH, AND WAS NOT RESURVEYED THIS DATE. 3. ACREAGE BEFORE THIS SUBDIVSION PLAT: T.M.59 -29B= 26.87 ACRES. 4. SHOULD AN OFFICIAL DETERMINATION OF PARCELS OF RECORD REVEAL THAT ADDITIONAL PARCELS AND /OR DEVELOPMENT RIGHTS GREEN EXIST,THE INTENT OF THIS PLAT IS NOT TO COMBINE PARCELS OR EXTINGUISH DEVELOPMENT RIGHTS. 676 ACRE 1644 LANE 5. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR NOTED HEREON. THIS PROPERTY IS SUBJECT TO ANY OWELLE OLD ADDITIONAL CONDITIONS, UTILITIES, EASEMENTS AND /OR COVENANTS THAT MAY EXIST. 678 ROAD BALLARD DECCA FARM LANE LANE =_SITE 1609 BERIDGENG 1610 WEST ROAD 676 PINES TILMAN DRIVE 677 ROAD OLD 678 BALLARD WEST ROAD LE -I GH- DRIVE -- . VICINITY MAP - SCALE: 1" = 2000' + /- SUBDIVISION PLAT PARCEL 2A AND PARCEL 2B A PORTION OF PARCEL 2 BECKONING RIDGE THE PROPERTY OF THREE SPRINGS,LLC LOCATED ON STATE ROUTE 1644(OLD BALLARD FARM LANE) AND STATE ROUTE 1609(BECKONING RIDGE ROAD) SAMUEL MILLER MAGISTERIAL DISTRICT ALBEMARLE COUNTY,VIRGINIA Tif 0 SCALE: 1" = 100' DATE: JUNE 27, 2014 o o REVOIEW �� FOR t� THREE SPRINGS,LLC BRIAN S. RAY Lic. No. 002281 ROGER W.RAY & ASSOC.,INC. 1717 -1B ALLIED STREET CHARLOTTESVILLE,VIRGINIA 22903 GL TELEPHONE: (434) 293 -3195 SHEET 1 OG 2 141978 COURSES ALONG CENTERLINE OF STREAM AS IT MEANDERS, MAJOR COURSES SHOWN LINE BEARING DISTANCE L1 S50 °00'12 "W 73.68 L2 N84 °49'28 "W 12.56 L3 N62 °44'46 "W 22.65 L4 S33 °48'24 "W 9.13 L5 S17 °59'50 "E 20.33 L6 S33 °25'18 "W 9.57 L7 S75 °33'23 "W 27.58 LB S87 °29'37 "W 31.67 L9 S77 °18'12 "W 28.49 L10 S53 °41'38 "W 13.31 L11 S18 °30'24 "W 22.10 L12 N80*40'50"Wi 18.28 LINE BEARING DISTANCE L13 S50 038'58 "W 23.63 L14 �N88'45'47 "W 1.72 L15 N88 °45'47 "W 26.40 L16 N71 °13'21 "W 42.42 L17 N61 °02'23 "W 39.88 L18 S87 °25'13 "W 14.12 L19 S60 °56'26 "W 21.47 L20 N24 °16'43 "W 43,35 L21 N74 °40'24 "W 9.29 L22 S49 °38'39 "W 22.20 L23 N72 °58'37 "W 10.32 L24 N35'15'05 "W 10.07 LINE BEARING DISTANCE L25 N01'54'18 "W 12.67 L26 N45 °51'22 "E 12.30 L27 N29 °34'31 "W 12.47 L281 S85 °19'33 "W 24.81 L29 N78 °07'25 "W 20.93 L30 N83 °47'42 "W 20.05 L31 S89 °14'21 "W 4.50 L32 N60'03'46 "W 24.68 L33 N73 °16'05 "W 22.32 L34 S77 °09'34 "W 10.73 L35 N68 041'07 "W 25.21 GRAPHIC SCALE I" =200' 0 200 400 600 THIS PLAT NOT FOR RECORDATION COPY SHOWING CONTROL POINTS TO SUBMETER ACCURACY TIED TO NORTH AMERICAN DATUM OF 1983 (NAD83) VIRGINIA SOUTH SPC � � a s ' f _ -r- OLD BALL FARM SU DIVISION all T.M.59 -1M LOT 13 T.M.59 -1K T.M.59 -1L DEEP ACRES LLC LOT 11 LOT 12 A D . 8.2773 -632 .8.2920 -675 THRU 678 PLAT ISER -- srArE ROUr 16 z 44 - - -- -_ _ OLD BALLARD FARM i4O North 3918189 pIRON S82� LANE IRON 18" € East 11460136 FOUND ® 53'S6"E 210 30' (150.00') � FOUND MAPLE n'- IRON 479.98' f °53 271.36 11 SET 6 E ' _ EPTIC -`. �` r IRON e OR I €LD a Ta FLAG ® c .? _ • A4 FLAG ` FLo _ A- - PAR L 28 °- o ' r. North 3917774 IRON x h East 11460143 FOUND STEM 1 �o 2.90 ACRES FLAG 64 0 -572 " del 01 W y�66" DRAINFIELD Lil W! --' ". AREA Q Q1 �1 r" \- FL9' -bso" 4FLAG ? 5 ,586" P 3 -552 o mIn ..! - ------ FB2G 0 C 0 CL CO U) i a 2 cc 0 z 0 H Cr CD IRON North 3916179 FOUND East 11461127 •`sue `- T.M.59 -30E ♦ ®CA, F s♦ 0 -N7 ° APPRIXIMATE,/ =5�' o �` LOCATION•, North 3917775 STREAM East 11460713.x:: : = IRON SET v �°>/ wo acs L2 i N , v2h a < L18 o IRON L9 (0 v2 No, o SET o L8 L7 ! 8 L15 L13 L14 L1 THRU L35 ARE ALONG CENTERLINE OF STREAM AS IT MEANDERS,MAJOR COURSES SHOWN N' T. M. 59- PARCEL T.M.59 -1 ; o THREE SPRIG MATTIE VELMA GREEN D.B.4421- °a D.B. 2735 -308 THI D.B.3907 -208 z ! D.B.599 -580 ' D.8.2650 -338 THI 0.6.142 -298 PLAT ' RESIDUE= 21.E 1 e ! e e ! FLAG o PROPOSED SEPTIC ! ; RAIIELD , A FLAG 7 of AAG e ; \ ! ' / �� T.M.59 -2 - - -� AG r / e FLAG it 3 �. FLAG ! / FLAG / j/ e 2 /1 000014,11 e � T.M.59 -3 , � I� S5111.97' I e ® S00 °05' 02 "E I 131.82'- , r J ----- EXISTING PERM. \ ! DRAINAGE EASEMENT (D . B . 2650 -338 PLAT) i 1 ` ! IRON �73 °2S 39 11 \� oFOUN4 -,i° "* S T . M . 59 -5C \ moo T.M.59 -29A 0 T.M.59 -5 vo o. 2^i STREAM -� o P . 0 o� Ico B /o 9B 2 3 LLC .� X5311 PLAT 343 PLAT .� ACRES 2 (a3 ,, T. M. 59 -29C / 4�1 Scale 1"= 100' - Soil Profile Hole / House, Well and Drain Field Sites Parcels 2A, 2B and Residue EXISTING 40' A Portion of Parcel 2 ACCESS EASEMEN Tax Map 59 -29B (D.B.2650-338 THRU 34 . B . 2735 -308 THRU 31 Beckoning Ridge Albemarle County, Virginia Steve Gooch Consulting Geologist 703 Oliver Creek Road HEALTH DEPAR Troy, Virginia 22974 NOT FOR RECORDATION I FOR REVIEW SCALE: 1" = 100' DATE: JUNE 27, 2014 FOR THREE SPRINGS,LLC ROGER W.RAY & ASSOC., INC. 1717 -1B ALLIED STREET CHARLOTTESVILLE, VIRGINIA 22903 TELEPHONE: (434) 293 -3195 SHEET 2 OF 2 141978 P. 58 - �.; Aa= 9FLAG_ - T. M 59 -1N __ - -- A5 ti LOT 14 - v --- 576 - EDWARD KLESS - - - -- -" FLAG G SUSAN KLESS N FLAG FLAG D.B.3747 -629 m A2 D. B.3744 -127 &:128 t° PARCEL 2A D.B.2920 -675 THRU 678 PL T -4 x y 2.90 ACRES ' r. North 3917774 IRON x h East 11460143 FOUND STEM 1 �o 2.90 ACRES FLAG 64 0 -572 " del 01 W y�66" DRAINFIELD Lil W! --' ". AREA Q Q1 �1 r" \- FL9' -bso" 4FLAG ? 5 ,586" P 3 -552 o mIn ..! - ------ FB2G 0 C 0 CL CO U) i a 2 cc 0 z 0 H Cr CD IRON North 3916179 FOUND East 11461127 •`sue `- T.M.59 -30E ♦ ®CA, F s♦ 0 -N7 ° APPRIXIMATE,/ =5�' o �` LOCATION•, North 3917775 STREAM East 11460713.x:: : = IRON SET v �°>/ wo acs L2 i N , v2h a < L18 o IRON L9 (0 v2 No, o SET o L8 L7 ! 8 L15 L13 L14 L1 THRU L35 ARE ALONG CENTERLINE OF STREAM AS IT MEANDERS,MAJOR COURSES SHOWN N' T. M. 59- PARCEL T.M.59 -1 ; o THREE SPRIG MATTIE VELMA GREEN D.B.4421- °a D.B. 2735 -308 THI D.B.3907 -208 z ! D.B.599 -580 ' D.8.2650 -338 THI 0.6.142 -298 PLAT ' RESIDUE= 21.E 1 e ! e e ! FLAG o PROPOSED SEPTIC ! ; RAIIELD , A FLAG 7 of AAG e ; \ ! ' / �� T.M.59 -2 - - -� AG r / e FLAG it 3 �. FLAG ! / FLAG / j/ e 2 /1 000014,11 e � T.M.59 -3 , � I� S5111.97' I e ® S00 °05' 02 "E I 131.82'- , r J ----- EXISTING PERM. \ ! DRAINAGE EASEMENT (D . B . 2650 -338 PLAT) i 1 ` ! IRON �73 °2S 39 11 \� oFOUN4 -,i° "* S T . M . 59 -5C \ moo T.M.59 -29A 0 T.M.59 -5 vo o. 2^i STREAM -� o P . 0 o� Ico B /o 9B 2 3 LLC .� X5311 PLAT 343 PLAT .� ACRES 2 (a3 ,, T. M. 59 -29C / 4�1 Scale 1"= 100' - Soil Profile Hole / House, Well and Drain Field Sites Parcels 2A, 2B and Residue EXISTING 40' A Portion of Parcel 2 ACCESS EASEMEN Tax Map 59 -29B (D.B.2650-338 THRU 34 . B . 2735 -308 THRU 31 Beckoning Ridge Albemarle County, Virginia Steve Gooch Consulting Geologist 703 Oliver Creek Road HEALTH DEPAR Troy, Virginia 22974 NOT FOR RECORDATION I FOR REVIEW SCALE: 1" = 100' DATE: JUNE 27, 2014 FOR THREE SPRINGS,LLC ROGER W.RAY & ASSOC., INC. 1717 -1B ALLIED STREET CHARLOTTESVILLE, VIRGINIA 22903 TELEPHONE: (434) 293 -3195 SHEET 2 OF 2 141978