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HomeMy WebLinkAboutSUB201500034 Approval - Agencies 2015-05-07 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 May 7,2015 Sarah Baldwin AP P RO\!ED Department of Community Development ' ' \ 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 44 Parcel 33C located in Albemarle County,Virginia. Dear Ms. Baldwin: On March 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: Tom Hogge; Onsite Soil Evaluator Number 1940001091. 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 Onsite Sewage and Water Programs 8‹:?-40--,. cfly rorpnon Ki Hea''th ~t tVacir'e t '3. MAR 19 2015 �'IRGINZP / COUNTY OF ALBEMARLE ..__J 1< .__J " r �� Department of Community Development 401 Mclntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 March 17, 2015 Teresa Batten Virginia Department of Health 1138 Rose Hill Drive Charlottesville,VA 22906 RE: SUB-2014-00005 Dear Ms. Batten: The County of Albemarle has received application to develop/subdivide Tax Map 44,Parcel 33C. This project requires Health Department approval before receiving final County approval. The applicant has provided soils information,which is attached. Please review the proposal for suitable subsurface drainfields which comply with the provisions of Chapter 18, Sections 4.2.2,4.2.3,4.2.4,and Chapter 14, Sections 14-309 and 14-310 of the Albemarle County Code. Should you have any comments please feel free to contact me. Sincerely, 41) Sarah Baldwin Senior Planner Department of Community Development Voice: (434)296-5832 ext. 3313 Fax: (434)972-4035 110. Nos, BLUE RIDGE ---.4%%.- "' Page / of SOIL CONSULTING, INC. AUTHORIZED ONSITE SOIL EVALUATORS(AOSEs) OSE/PE Report for: PO Box 418 Ruckersville.VA 22968 n n (434)965-2780 Construction Permit f l Certification Letter f l Subdivision Approval I• I Property Location: 911 Address: City: Lot Cl Section Subdivision GPIN or Tax Map# 44 33C Health Dept ID# Latitude Longitude I PR' Applicant or Client Mailing Address: Name: David & Debby Garth Street: 625 Ivy Farm Dr. City:Charlottesville State VA Zip Code 22901 Prepared by: OSE Name Tom Hogge License# 1940-001091 Address PO Box 418 City Ruckersville, VA 22968 State VA Zip Code 22968 PE Name: License# Address City State Zip Code Date of Report February 20,2015 Date of Revision#1 OSE/PE Job# Date of Revision#2 Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.) 1-Cover 5-Abbreviated Design 2-Client/Soil Information 3-Soil Profile Descriptions 4-Site Sketch 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): .nstruction permit❑ certification letter El subdivision approval 15 be(select one)issued© denied I . OSE/PE Signature Aleie Date 0 rQ /5 4 �� Pag of5 Soil Evaluation Report Proposed Division of Tax Map 44-33C Albemarle County,VA Owner: David&Debby Garth Phone: (434)295-0584 Mailing Address: 625 Ivy Farm Dr. Phone: Charlottesville,VA 22901 Fax: Agent: Phone: Mailing Address: Phone: Fax: Site Address: Email: Directions to Property: From Charlottesville,take Garth Road towards Foxfield. T/R on Barracks Farm and right on Ivy Farm. Property is on the right,directly after Stillhouse Road. Subdivision: I ( Section: I - I Block: I - I Lot: I CI Tax Map: 44-33C Other Property - Dimension/Acreage 2.328 Acres Identification: of Property: Soil Information Summary 1. Position in landscape satisfactory? Yes ® No ❑ Describe: Sideslope 2. Slope 9% 3. Depth to Rock or impervious strata: Max. 60"+ Min. 48" 4. Depth to seasonal water table(gray mottling or gray color): No ® Yes ❑ Inches 5. Free water present: No ® Yes ❑ range in inches Yes® Texture Group I ® II® III® IV ❑ 6. Soil percolation rate estimated? No ❑ Estimated rate 55 min/inch at site designated on site sketch 7.Permeability test performed Yes El No If yes,note type of test performed and attach tinr .rrrP Page9of5 Soil Profile Descriptions Proposed Division of Tax Map#44-33C Lot Cl Albemarle County, VA Auger Depth Horizon Material Description Soil Boring (in) Texture Group 1 0-4 A 10 YR 4/3 brown loam 2 4-10 Bt 2.5 YR 4/8 red clay loam 3 10-20 Ct 2.5 YR 4/8 red, friable sandy loam 2 20-60 C 5 YR 5/8 yellowish red, friable loamy sand saprolite with 10 1 YR 8/3 very pale brown and 2.5 Y 3/3 dark olive brown(all lithichromic) 2 0-5 A 7.5 YR 4/4 brown loam 2 5-30 Bw 5 YR 5/8 yellowish red, friable sandy clay loam 2 30-48 CBt 5 YR 4/6 yellowish red sandy clay loam saprolite, firm, 2 with mottles of 10 YR 6/8 brownish yellow; boring terminated at 48" 3 0-3 A 10 YR 4/3 brown loam 2 3-13 Bt 2.5 YR 4/8 red clay loam 3 13-60 C 5 YR 5/8 yellowish red, friable loamy sand saprolite with 10 1 YR 8/3 very pale brown and 2.5 Y 3/3 dark olive brown(all lithichromic) 4 0-5 A 7.5 YR 4/4 brown loam 2 5-23 Bt 2.5 YR 4/8 red clay loam 3 23-60 C 7.5 YR 5/8 strong brown, friable, fine sandy loam saprolite, 2 variegated with 5 YR 5/8 yellowish red and 10 YR 8/3 very pale brown(lithichromic) 5 0-5 A 7.5 YR 4/4 brown loam 2 5-30 Bt 2.5 YR 4/8 red, light clay loam 3 30-38 Ct 5 YR 5/8 yellowish red sandy loam 2 38-48 C 7.5 YR 5/8 strong brown, friable, fine sandy loam saprolite, 2 variegated with 5 YR 5/8 yellowish red and 10 YR 8/3 very pale brown(lithichromic); auger refusal at 48" iite tU "II !DJ) , va NIrr✓ N ..A Page f of 5 SITE SKETCH SHOWING PROPOSED PRIMARY AND RESERVE SEPTIC, TAX MAP # 44-33C Q ALBEMARLE COUNTY, VA, SCALE: 1" = 100 4 PPRO I I V� (2) NO 1°5� ¢"W 81.64' N 25-,4,s,j3/.26 , . j? �•EX.D NGO� i► 6j j 2, - rV) BMIrt�'ELLS : O_. ?� �, 2p (Tp j� •s . QQ' �� 2-5'14 • C �%• Hs GS • `�1 L '•,.'9os,I;•r ,\ 04. gravel �, �� • j80 s3 ", e#19400 %• drive reservef��oIN ev X drain ei Czl field o° 2s,„ IF C.DR. OLD 'ri U L ELL,NO DUG), PROPOSE \ IRREN LL Block PRIMARY USE Bldg. 3 �'�'�„ RESERVE W Well [ 2 to �, �' SEPTIC FO' v '1*-- r ,,,o FUTURE L• en p n N14°16'52"W o PROPOSED drain 134.52' ^• /✓� PRIMARY& field / cn / l'i �/ RESERVE 'Mai frame SEPTIC W shed • 80 I . 2 Story EX.SEPTIC o ��- , x Frame IN THIS �'n c VICINITY ---- _ Residence w --_-: Vii, a LA o ti� Parcel Cl 3s ryb frame 2.328 Acres N- &s old farm barn/V--,.. New Parcel w r, s6,74- road v, ELL .,� r en v En cr, i 2s 39s` __�,., 5 BSL , r v ESL �j , N ,, S2605223„E 327 t-. 22. 6' r c 25'13S L t UNDEVELOP D , °r�, 4 �`� � ?SPRING , -?r �o i • T.M.P. 44 - 33C � a N � �, New Total ■ I 2 — 1 LEGEND ® Auger Boring BLUE RIDGE e3C Proposed Well Spot Drainfield/Reserve Corner Stake SOIL CONSULTING, INC. � � NW Proposed House Site AUTHORIZED ONSITE SOIL EVALUATORS(AOSEs) P.O.Box 418 Ru<Icersville,VA 22968 (434)985-278Q /t, 3 L%,N Page5of j Abbreviated Design Form Proposed Division of Tax Map#44-33C Lot Cl Albemarle County, VA Design Basis A. Estimated Percolation Rate 55 @ 30" (minutes per inch) B. Trench bottom square feet 412 Required per bedroom (from Table 5.4)based on (X) Gravity LPD other C. Number of bedrooms 4 Area Calculations D. Length of trench (ft.) 95 E. Length of available area(ft.) 95 F. Width of trench(ft.) 3 G. Number of trenches 6 H. Center-to-center spacing (ft.) 9 I. Width required(ft.) 102 (Including reserve) J. Width of available area(ft.) 119-166 K. Total square footage required 1648 L. Square Footage in design 1710 M. Is a reserve area required? Yes, 100%reserve is provided within this area. RIDGE SOIL CONSULTING, INC. Page / of AUTHORIZED ONSITE SOIL EVALUATORS(AOSEs) OSE/PE Report for: PO Box 418 Ruckersville.VA 22968 (434)985-2780 Construction Permit I-1 Certification Letter I I Subdivision Approval F-/-1 Property Location: 911 Address: City: Lot C2 Section Subdivision GPIN or Tax Map# 44-33C Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: mom Name: David& Debby Garth Street: 625 Ivy Farm Dr. City:Charlottesville State VA Zip Code 22901 Prepared by: OSE Name Tom Hogge License# 1940-001091 Address PO Box 418 City Ruckersville, VA 22968 State VA Zip Code 22968 PE Name: License# Address City State Zip Code Date of Report February 20,2015 Date of Revision#1 OSE/PE Job# Date of Revision#2 Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.) 1-Cover 5,6-Abbreviated Design 2-Client/Soil Information 3-Soil Profile Descriptions 4-Site Sketch 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. CThe 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): instruction permit': certification letter subdivision approval si be(select one)issued denie. . OSE/PE Signature fir! `t`....-a_ Date /-S Pagef Soil Evaluation Report Proposed Division of Tax Map 44-33C Albemarle County,VA Owner: David&Debby Garth Phone: (434)295-0584 Mailing Address: 625 Ivy Farm Dr. Phone: Charlottesville,VA 22901 Fax: Agent: Phone: Mailing Address: Phone: Fax: Site Address: Email: Directions to Property: From Charlottesville,take Garth Road towards Foxfield. T/R on Barracks Farm and right on Ivy Farm. Property is on the right,directly after Stillhouse Road. Subdivision: I I Section: I - Block: ( - I Lot: I C2 Tax Map: 44-33C Other Property - Dimension/Acreage 2.048 Acres Identification: of Property: Soil Information Summary 1. Position in landscape satisfactory? Yes ® No ❑ Describe: Sideslope 2. Slope 18% 3. Depth to Rock or impervious strata: Max. 72"+ Min. 72"+(48"in RESERVE ONLY) 4. Depth to seasonal water table(gray mottling or gray color): No ® Yes ❑ Inches 5. Free water present: No ® Yes ❑ range in inches Yes® Texture Group I ® II® III® IV ❑ 6. Soil percolation rate estimated? No ❑ Estimated rate 65 min/inch at site designated on site sketch 7.Permeability test performed Yes ❑ No If yes, note type of test performed and attach i Page of Soil Profile Descriptions Proposed Division of Tax Map#44-33C Lot C2 Albemarle County, VA Auger Depth Horizon Material Description Soil Boring (in) Texture Group 1 0-4 A 10 YR 4/3 brown loam 2 4-13 Bt 10 R 4/8 red clay loam with mottles of 5 YR 6/8 reddish 3 yellow 13-72 C 10 YR 8/3 very pale brown, friable loamy sand saprolite 1 with 5 YR 5/8 yellowish red and 10 YR 5/1 gray (all lithichromic) 2 0-5 A 5 YR 4/6 yellowish red clay loam 3 5-30 Btl 10 R 4/8 red clay 4 30-48 Bt2 10 R 4/8 red clay loam; medium to heavy 3 48-72 CBt 2.5 YR 4/8 red, friable sandy clay loam saprolite 2 3 0-3 A 5 YR 4/6 yellowish red clay loam 3 3-35 Bt 2.5 YR 4/8 red clay loam 3 35-48 CBt 2.5 YR 4/8 red sandy clay loam,mottles of 10 YR 8/1 white 2 48-72 Ct 5 YR 4/6 yellowish red sandy clay loam to loam; firm up 2 top, lightens with depth 4 0-4 A 5 YR 4/6 yellowish red clay loam 3 Reserve 4-17 Bt 2.5 YR 4/8 red clay loam 3 17-48 C 5 YR 4/6 yellowish red sandy clay loam from weathered 2 schist,with 10 YR 6/8 brownish yellow;terminated on Cr at 48" 5 0-4 A 5 YR 4/6 yellowish red loam 2 Reserve 4-42 Bt 2.5 YR 4/8 red silty clay loam with mottles of 10 YR 4/6 3 dark yellowish brown 42-48 Ct 7.5 YR 5/6 strong brown, firm sandy clay loam with 5 YR 2 4/6 yellowish red; terminated on Cr at 48" e%i/ ..41 - it---- ,raxs.;1 1 Page y of 4, SITE SKETCH SHOWING PROPOSED PRIM --------ifiG-' AND RESERVE SEPTIC, TAX MAP # 44-33 /41��, ALBEMARLE COUNTY, VA, SCALE: 1 " = 100' /'0/% O t 4 W 20"Maple frame NEPI1l. Co N � '� shed • �, 80 o, O o 2 Story EX.SEPTIC o THIS h �Z Frame VICINITY � Residence y Q o■ ``' Parcel Cl • 3s,8 old farm orb frame 2.328 Acres ro _ EX. SL road New Parcel x o . WELL �n� r • : r p h i IJi _ 35' Z 'S'gSL '?9S BSL ;,, _,.. S76 vs BIF ^ Ok-- 23 B 322 76. a O ■ 25'BSL D 2s, o • T.M.P. 44 - 33C -,6?-< 00 © New Total 7.358 Acres Parcel C2 \ '- li (Residue) rtfl 2.048 Acres N r New Parcel ;6 \v / PROPOSED Z `e ` PRIMARY& j\ RESERVE / ,0 ...7 SEPTIC ' / oa it' UNDEVELOPE• ri\ " G w NO OTHER SEPTICS OR WELLS,EXISTING OR PROPOSED,WERE IDENTIFIED WITHIN 200 FEET OF SEPTIC PROPOSED IN THIS SUBMITTAL.,,,„i s of i•,,,, she ° , .0` tip,LTH pp'' TM1'44-60 S Q , •• ,* 3S� \ Thomas L.cc — '• •-•••F Kimberly L. = r r • • V erbuchev O GE . DB.1361 Pg.458 ✓ ` ,^~ %, -.e##'r 400 ,, IF LEGEND ® Auger Boring BLUE RIDGE e3C Proposed Well Spot • Drainfield/Reserve Corner Stake SOIL CONSULTING, INC. •Ni Proposed House Site AUTHORIZED ONSITE SOIL EVALUATORS (AOSEs) P0.Box 418 Ruckersville,VA 22968 (434)985-2780 1! 1 1 1l 1 1•I1 11 D D C TT1D XTTT A T I 41 G TA 7V Page. of 6 Abbreviated Design Form Proposed Division of Tax Map#44-33C Lot C2 Albemarle County, VA PRIMARY DRAINFIELD Design Basis A. Estimated Percolation Rate 65 @ 54" (minutes per inch) B. Trench bottom square feet 496 Required per bedroom (from Table 5.4) based on (X) Gravity LPD other C. Number of bedrooms 3 Area Calculations D. Length of trench(ft.) 100 E. Length of available area(ft.) 100 F. Width of trench(ft.) 3 G. Number of trenches 5 H. Center-to-center spacing(ft.) 10 I. Width required(ft.) 83 (Including reserve) J. Width of available area(ft.) 87-128 K. Total square footage required 1488 L. Square Footage in design 1500 M. Is a reserve area required? Yes, see next page. Now, Page6of Abbreviated Design Form Proposed Division of Tax Map#44-33C Lot C2 Albemarle County,VA RESERVE DRAINFIELD Design Basis A. Estimated Percolation Rate 65 @ 24" (minutes per inch) B. Trench bottom square feet 372 Required per bedroom (from Table 5.4)based on Gravity LPD X other: Gravity gravelless,per GMP 135.A C. Number of bedrooms 3 Area Calculations D. Length of trench(ft.) 100 E. Length of available area(ft.) 100 F. Width of trench(ft.) 3 G. Number of trenches 4 H. Center-to-center spacing(ft.) 9 I. Width required(ft.) 83 (Including reserve) J. Width of available area(ft.) 87-128 K. Total square footage required 1116 L. Square Footage in design 1200