The URL can be used to link to this page

Home My WebLink AboutSUB201300161 Approval - Agencies 2013-11-04 d. i COMMONWEALTH of VIRGINIA In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE FLUVANNA COUNTY(PALMYRA) State Department of Health 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 December 10,2013 Christopher P. Perez Department of Community Development Approve Division of Zoning and Current Development 401 McIntire 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 86 Parcel 45 located in Albemarle County,Virginia. Dear Mr. Perez: On November 13,2013,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: Stephen P.Gooch; Onsite Soil Evaluator Number 1940-0001284. 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, Josh Kirtley Environmental Health Technical Consultant Thomas Jefferson Health District o,AL I3 vrxczN�P J COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 1" November 13, 2013 Teresa Batten Virginia Department of Health Rose Hill Drive Charlottesville,VA 22906 RE: SUB 2013-161 Bundoran Farm—rural subdivision/re-subdivision Dear Ms. Batten: The County of Albemarle has received application to develop/subdivide [Tax Map 86 Parcel 45],Lot A16. This project requires Health Department approval before receiving final County approval. The applicant has provided soils information for the proposed 2.37 acre"Parcel X"and the 91.022 acres"Residue Lot",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 pprit email: cpereznalbemarle.org Soils Study for Drain Field Sites Parcel X and Residue A Division of TMP 86-45 (Bundoran Farm — Lot A16) Albemarle County rgo Prepared for: Celebration Associates 2737 Main Street Hot Springs, Virginia 24445 Prepared by: Steve Gooch Consulting Geologist,Inc. 703 Oliver Creek Road Troy, Virginia 22974 October 29, 2013 ik NS) S' Page 1 of 6 OSE/PE Report for: ,Now, Construction Permit Certification Letter n Subdivision Approval Property Location: 911 Address: 1801 Bundoran Drive City: Lot X Section Subdivision Bundoran Farm - Lot A16 GPIN or Tax Map# 86-45 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Celebration Associates Street: 2737 Main Street City:Hot Springs State Virginia Zip Code 24445 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 10/29/13 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 here' re k7 a -• or ce "` °'the Sewage Handling and Itiii Disposal Regulations(12 VAC5-610),the Private Well Regulatio 'V-' a ,I) . o er applicable laws,regulations and policies implemented by the Virginia Department of Health. I fort a a cu ntly possess any professional license required by the laws and regulations of the Commonwealth that have been s;` y iss;' a.: •' e a• icable 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 is be(select one)issued Q denied❑. Nap- v r-+�/�'" OSE/PE Signature ' C.r 1Date /01 Z r f/3 ?ale Soil Profile Parcel X A Division of Lot A16 Bundoran Farm Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-7 A Reddish brown(5YR 5/4) clay loam 3 7-48 Bt Red(10R 4/8) silty clay 4 48-84 Bt2 Red(10R 5/8) silty clay loam 3 84-120 C Light red(10R 6/8) clay loam 3 2 0-6 A Reddish brown(5YR 5/4) clay loam 3 6-37 Bt Red(10R 4/8) silty clay 4 37-98 Bt2 Red(10R 5/8) silty clay loam, white feldspar below 72" 3 98-120 C Light red(10R 6/8) clay loam 3 3 0-5 A Reddish brown(5YR 5/4) clay loam 3 5-44 Bt Red(10R 4/8) silty clay 4 44-90 BC Light red (10R 6/8) silty clay loam, yellow(1OYR 7/8) 3 sandy loam, white feldspar 90-120 C Yellowish red(5YR 5/8) sandy clay loam 2 4 0-7 A Reddish brown(5YR 5/4) clay loam 3 7-48 Bt Red(10R 4/8) silty clay 4 48-84 Bt2 Red(10R 5/8) silty clay loam, some sand 3 84-120 C Light red(10R 6/8) sandy loam 2 5 0-8 A Reddish brown(5YR 5/4) clay loam 3 8-49 Bt Red(10R 4/8) silty clay 4 49-120 Bt2 Red(10R 5/8) silty clay loam 3 6 0-6 A Reddish brown(5YR 5/4) clay loam 3 6-60 Bt Red(10R 4/8) silty clay 4 60-120 Bt2 Red(1 OR 5/8) clay loam 3 Page 3 of 6' Appendix 2 Soil Summary Report GENERAL INFORMATION Date 10/28/13 Submitted to Albemarle County Health Department Applicant Celebration Associates Telephone Number (540) 839-3256 Address 2737 Main Street Hot Springs,Va. 24445 Owner Bundoran Farm, LLC do Natural Assets Address 455 2nd St., NE Suite 502 Charlottesville, Va. 22902 Location 1801 Bundoran Drive Tax Map 86-45 Subdivision Bundoran Farm- Lot A16 Block/Section Lot Parcel X SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? Ix Yes r No Describe Summit and side slope 2. Slope 3 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) Ix No I- Yes inches 5. Free water present Ix No r Yes range in inches . Soil percolation rate estimated Ix Yes Texture group I II ® IV I- No Estimated rate 75 min/inch 7. Permeability test performed f- Yes fx No If yes, note type of test performed and attach rg Site Approved: Drainfield to be placed at 72" depth at site designated on permit. r Site Disapproved: Reasons for rejection: 1. I Position in landscape subject to flooding or periodic saturation. 2. r Insufficient depth of suitable soil over hard rock. 3. r Insufficient depth of suitable soil to seansonal water table. 4. f- Rates of absorption too slow. 5. I- Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. r Proposed system too close to well. 7. r Other Specify (attach additional pages if necessary) ?c % LI 1F(0 Abbreviated Design Form This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system designs and when applying for a certification letter or subdivision approval. Nftuir This abbreviated design covers the ❑ primary and reserve area, 'only the primary area, ❑ only the reserve area(check one)for_Bundoran Farm Lot A16 Parcel X(Property ID). Design Basis Total length of available area: 100' & 50' Total width of available area: 90' Estimated Perc. Rate: 75 at 72" in. (depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method :_Pump Distribution method (specify): Pump 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 9(7 10O's&2 50's) Length of trenches: 100' & 50' 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: 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. Page of AOSE Form E Revised July 18,2007 Pule_ 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, [Volily the reserve area(check one)for Bundoran Farm Lot A16 Parcel X(Property ID). Design Basis Total length of available area: 50' Total width of available area: 110' Estimated Perc.Rate: 75 at 72" 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 8 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 66; Total trench bottom area provided: 1200 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 \ P4 gf, CO — _-- 6 0E- `. a f= 1 z)s-' . .-- "- / *if n W-a a r R '. 5 r .., ....- as,. . ., , , ,, . m ,„...„2.•� \ ' . \ mom . \ \ ," NE 162.1 \ \ I 6% CD \ h.c.) . it t \ ?‘ tu n / x.763.5 _ �p i ' 0 ■ C-nx ,, , m / l nO ClX � �, m I t co - _- *y -. ,- Ion' `e , . i I I / a, -,1.- i -� J ' / / I Z , ..,„ 1 g I I M � I . , ' i 4 4 c ,,,,„ : a , , il i 111.111"11111ft CO r._,C) : ,. - t 0. ke ill 4" * 0 1 00 41 ..__. a / liv. * i 3 fp" 2 17: g•• • L "tip.. ,, '� `• `.' ' _ g - , ' W ii Scale 1"= 60' «- Soil Profile Hole 1 a ` House, Well and Drain Field Sites , , :e Parcel X ' , / A Division of Tax Map 86-45 ' -'r o> Li '3undoran Farm – Lot A16 / sr ``"Albemarle County, Virginia ,7 _ Steve Gooch Consulting Geologist , , / a �� — 703 Oliver Creek Road Troy, Virginia 22974 Page 1 of 5 OSE/PE Report for: Construction Permit 11 Certification Letter F Subdivision Approval Property Location: 911 Address: 1801 Bundoran Drive City: Lot Residue Section Subdivision Bundoran Farm - Lot Al 6 GPIN or Tax Map# 86-45 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Celebration Associates Street: 2737 Main Street City:Hot Springs State Virginia Zip Code 24445 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 10/29/13 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 . Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VAC5-630)and all other applicable laws re: latto ,:° policies implemented by the Virginia Department of Health. I further certify that I currently possess any profess n ' j, s a ;ed by the laws and regulations of the Commonwealth that have been duly issued by the applicable agenc • ;5 d nth ;, perform the work contained herein. El r t,� The work attached to this cover page has been conducted and ex . a ce t specifically the exemption in Code of Virginia Section 54.1-402.11 'y. I recommend that a(select one): construction permit❑ certifi bdivision approval 15 be(select one)issued denied❑. ` OSE/PE Signature 4 k-eill'e, ;t25 3-7/11L. Date /01 Zcj/f 3 9 z ac—C Soil Profile Reserve Drain Field Residue A Division of Lot A16 Bundoran Farm Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group R1 0-6 A Reddish brown(5YR 5/4) clay loam 3 6-37 Bt Red(10R 4/8) silty clay 4 37-78 Bt2 Red(10R 5/8) silty clay loam 3 R2 0-6 A Reddish brown(5YR 5/4) clay loam 3 6-48 Bt Red(10R 4/8) silty clay 4 48-78 Bt2 Red(10R 5/8) silty clay loam 3 R3 0-6 A Reddish brown(5YR 5/4) clay loam 3 6-37 Bt Red(10R 4/8) silty clay 4 37-78 BC Red(10R 5/8) silty clay loam and olive (5Y 5/6) sandy 3 loam with gneiss fragments below 72" 78- Cr 50%+gneiss R4 0-8 A Reddish brown(5YR 5/4) clay loam 3 8-40 Bt Red(10R 4/8) silty clay 4 40-78 Bt2 Red(10R 5/8) silty clay loam 3 R5 0-6 A Reddish brown(5YR 5/4)clay loam 3 6-48 Bt Red(10R 4/8) silty clay 4 48-78 Bt2 Red(10R 5/8) silty clay loam 3 Page 3 of 6 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 10/28/13 Submitted to Albemarle County Health Department Applicant Celebration Associates Telephone Number (540) 839-3256 Address 2737 Main Street Hot Springs, Va. 24445 Owner Bundoran Farm, LLC c/o Natural Assets Address 455 2nd St., NE Suite 502 Charlottesville, Va. 22902 Location 1801 Bundoran Drive Tax Map 86-45 Subdivision Bundoran Farm-Lot A16 Block/Section Lot Residue SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? 15-<" Yes r No Describe side slope 2. Slope 7 % 3. Depth to rock or impervious strata: Max. 78"+ Min. 78" None 4. Depth to seasonal water table (gray mottling or gray color) Ix No E Yes inches 5. Free water present Ix No E Yes range in inches Soil percolation rate estimated r Yes Texture group I II ® IV E No Estimated rate 90 min/inch 7. Permeability test performed E Yes IR No If yes, note type of test performed and attach Ix Site Approved: Drainfield to be placed at 60" depth at site designated on permit. I— Site Disapproved: Reasons for rejection: 1. E Position in landscape subject to flooding or periodic saturation. 2. I— Insufficient depth of suitable soil over hard rock. 3. E Insufficient depth of suitable soil to seansonal water table. 4. r- Rates of absorption too slow. 5. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. r- Proposed system too close to well. 7. E Other Specify (attach additional pages if necessary) �u yur: 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. Now This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, ['only the reserve area(check one)for_Bundoran Farm Lot A 16 Residue(Property ID). Design Basis Total length of available area: 100' Total width of available area: 105' Estimated Perc. Rate: 90 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: 786 Total trench bottom area required: _3144 Area Calculations Number of trenches 11 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 93' Total trench bottom area provided: 3300 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 LL. AN7c" 2 I 6 cp...9 CO Cr, 1 LI" Lucl E'l CS x5Pim. 1.3 002 6 =.6 * 3"g 4, cm g Z 01,-1'117._ LAJ al M 03 cu CO OM r•+CC Cf3 ......•• ',,, 1•••CV' / • r■ / N Z • ........„ ..------ ''', •/- i•••• z 0: / . _ ''''''...V , ,,„- ai if ,., .7- .,Y'Vr , _,,/,, . \7• , 1 !, Ln V / ....I IJJ 0. ( Z AZ 8 w / 7,,-- / _._. ,- c) 4) 7 7 / 1\ crt. II / /vi / / ——- -- —- "cr --— _•- 0 CG r■ ........— - ........• - ————— • • • - „ --- - I e • • • • • s i • e I I • • I I i e ' I •• '' I I , • 1 I • I I I • , e e i e • , 1' • I I 1 I • e •• • .0 •. / • • • ,• 't' %,, • • I ,, 1 •... ,• ' 1 • • e • • • I I • .0 * 4, i'',, ; '44,, .0______.,.. l___I_ ••• ' '" % Scale 1"= 60' .- Soil ProfileHole 4 Mk - Reserve Drain Field Site Residue A ,, 4 A ` A Division of Tax Map 86-45 Bundoran Farm — Lot Al6 Cli Albemarle County, Virginia -*eve Gooch Consulting Geologist 703 Oliver Creek Road , Troy, Virginia 22974 — — -- Scale 1"= 60' 4-- Soil Profile Hole Hue Well and Drain ,� House, We a d a Field Sites cs ,� Parcel X RESERVE SITE 739.43 ._ ti 64/ Reserve Drain Field Site 10,867 Sf R4 _ Ty Residue C.I. = 2' \ ��oti� A Division of Tax Map 86-45 ' 740.8 °" ' J-, Bundoran Farm — Lot A16 N \ \ Albemarle County, Virginia \ \ \ I q,,,,' z p:, C� Steve Gooch Consulting Geologist. ,,_, re 72.86 703 Oliver Creek Road _ R 73 .22 "� • 5 jl .. Troy, Virginia 22974 746. 11 R1 \ \ A I \ \\ 0 rt ., ♦♦ \ \N♦ \ \ � YY \\ \ 1 \ „.„ \ \ \` \` \) 745.89`' ` SO \R2 \ I' ----_ ♦� I , ` SKETCH SHOWING , DRAINFIELD SITES \ RESIDUE LOT A16 PROPOSED DIVISION OF (APPROX.) ' IMP 86-45 LOT A16 ' BUNDORAN FARM , o o EDWARD D. CAMPBELL, III _ ,, Lic. No. 1599 ' \ 4,441) , SU1R `0� 14,537 sf C.I. = 0.5' 35 Rear Setback ` , \ \ — — — ' ' 763. 7 \_1 , , 5 x 7 2.76 1 1 —--♦, PARCEL X ,` ( \`,�o \� \L'''' � / 6 / - 2lZ3ACI . ' / ' \ N pry`\ ' UU77 er i � sl i=yF I ♦` , N �o (APPROX.) ti I ♦♦ ♦ - ' °� x61.7 1 I ' 1/ ' h I ' ♦. ', 763.6In_ I X �,, y / - I I I 1 v 1 1 r'T 0 �H\ I ; I I vvv ' � / '\� j1. 1� 4?9 P.1 I ` \ / T ——— 37 N �� _ 1 25' Front Setback \\ \, --1 2�5 1. __ -__ _ �' _ 1 F`} r- ,, ' . 1 181.90 O v ��'� �� 1� u. 1 I --� `\ TO BE REMOVED + '. ^" ♦ '----- _ �� `� - - __----- 71-A---- 40' PRIVATE — ACCESS ESM'T. 60 30 o SCALE 1" = 6 0 120 6I B UNDORAN FARM DRIVE (Private) SCALE IN FEET edc: 8236-groe/newplats/8236-lotal6 subd.pro ROUDABUSH, GALE&ASSOCIATES, INC. OCTOBER 21, 2013 ENGINEERS,SURVEYORS AND LAND PLANNERS �a ', A PROFESSIONAL CORPORATION e SCALE: 1" ° , ‘211 SERVING VIRGINIA SINCE 195° AA VIRGINA 221102°r-NC reasr�o-erw. colr! FILE: 8236