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Home My WebLink AboutSUB201600128 Study 2016-07-24 Commonwealth of Virginia VDH Use Only Health Department ID# Application for Subdivision Review Due Date (Page 1 of 2 to be filled out by the Owner or Agent) Owner Philip Anderson Phone (301)335-6051 Mailing Address 4800 Mahonia Drive Phone Charlottesville,VA 22911-0055 Fax Developer/Agent Steve Gooch Phone (434)531-0487 Mailing Address 703 Oliver Creek Road Phone 41",VA 22974 Fax AOS .: e Gooch Phone (434)531-0487 Mng Address 703 Oliver Creek Road Phone Troy,VA 22974 Fax Directions to Property: From Charlottesville take Rt.29 North,left on Dickerson Road,right on Lonicera Way, left on Mahonia Drive to lot on right at cul-de-sac Name of Proposed Subdivision North Pines Tax Map 20-145 Other Property Identification 4800 Mahonia Drive Dimension/Acreage of Property 12.706 Ac. Number of lots proposed 2 Proposed water source(note:new or existing,public or individual) new,individual General size of lots 5.151 Ac. and 7.555 Ac. (give range if appropriate) Additional description of subdivision Overview of soils and geology(optional but encouraged) In order for VDH to process a subdivision application you must attach a plat of the property showing the location of the proposed onsite sewage disposal systems and the reserve absorption areas(if required)and the location of the water supply system on each lot,if applicable. Each plat or subsection of a subdivision shall be accompanied by specific soil information for each lot(absorption area and reserve area). If not provided by the local subdivision ordinance,the district or local health department may require the plat to show streets,utilities,storm drainage,water supplies,easements, lot lines,and original topographic contour lines by detail survey or other information as required. When the AOSE site evaluations are reviewed,the property lines,building location and the proposed well and sewage system sites must be clearly marked and the property sufficiently visible to see the topography, otherwise this application will be denied. I give permission to the Virginia Department of Health(VDH)to enter onto the property described during nouual business hours for the purpose of processing this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite Soil Evaluator(AOSE)or a Professional Engineer(PE)as necessary until the sewage disposal system has been constructed and approved. Signature of Owner/Agent Date VDH Use Only ommonwealth of Virginia HealthDepatmentlD# Application for Subdivision Review Due Date (page 2 of 2 to be filled out by the county official requesting a VDH review) County Office initiating request Contact Individual Phone Local offices of the Virginia Department of Health may review subdivision applications for compliance with state rules and regulations governing sewage treatment and dispersal and private water supplies,compliance with local ordinance governing sewage treatment and dispersal and private water supplies and potentially for compliance with other local ordinances. Please indicate the nature of review you are asking the health department to conduct. 1. Review for conformance with the Sewage Handling and Disposal Regulations 2. Review for conformance with local onsite wastewater ordinances 3. Other(describe below) Name and title of requestor Date OSE Form F Revised 7/02/09 �r. Soils Study for Drain Field Sites Lot 60A A Division of Tax Map 20 Parcel 145 Albemarle County SUB 201600128 Prepared for: Philip Anderson 4800 Mahonia Drive Charlottesville, VA 22911-9055 Prepared by: Steve Gooch Consulting Geologist, Inc. 703 Oliver Creek Road Troy, Virginia 22974 Old Dominion Engineering 2036 Forest Drive Waynesboro,VA 22980 July 24, 2016 k i Page 1 of .S' OSE/PE Report For. D Construction r- Repair El Voluntary Upgrade 0 Certification [-i Subdivision Permit Permit Permit Letter 1 i Approval Property Location: 911 Address: TBD Mahonia Drive City: Charlottesville Lot Section Subdivision North Pines 145, GPM or Tax.Map# TM 20- Health Dept ID Latitude Longitude Applicant or Client Mailing Address: Name: Philip or Janet Anderson Street: 4800 Mahonia Drive Charlottesville VA 22901 City= State Zip Code Prepared by: OSE Name Steve Gooch License 41940000278 Address 708 Oliver Creek Road TroyVA 22974 City State Zip Code PE Name Michael F Craun License# 036859 Address 2036 Forest Drive City Waynesboro State VA Zip Code 22980 Date of Report 7/19/16 Date of Revision#1 OSE/PE Job# Date of Revisio Contentsjindex of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site: siN 0 F 1 iA, `•{, ,f 4. . , 7 � / -7,, f x �`) w . _ - l ' is ' CO)O 0 moo" Certification Statement " , ,� \,A,\c,:A I hereby certify that the evaluations and/or designs contained herein were conducted in accordar 'k` the Sewage Handling and Disposal Regulations(12 VACS-610),the Private Well Regulations(12 Vi Alternative Alternative Onsite Sewage Systems(12VACS-613)and all other applicable laws,regulations and p Department artment of Health.I further certifythat I P currently possess any professional license required k Commonwealth that have been duly issued by the applicable agency charged with licensure to Pt EThe 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.A.11 I recommend that a(select one): construction permit 0 certification letter fJ subdivision approval Obe(select one) Issued l] repair permit D t al ary upgrade 0 Denied 0 OSE/PE Signature i ' %/I1i — This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/1/2014 Soil Profile Primary Drain Field Lot 60A A Division of TM 20-145 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 8 0-4 A Weak red (10R 4/2) sandy clay loam 2 4-48 Bt Red(10R 5/8) sandy clay 4 48-60 Bt2 Reddish brown(2.5YR 5/4) sandy clay 4 60-84 Cl Light red (2.5YR 6/8) sandy clay loam 2 84-108 C2 Yellowish red (5YR 5/8) sandy loam 2 108-192 C3 Yellowish brown(10YR 5/8) sandy loam 2 11 0-4 A Weak red(10R 4/2) sandy clay loam 2 4-54 Bt Red(10R 5/8) silty clay loam 3 54-78 Cl Reddish brown(2.5YR 5/4) sandy clay loam 2 78-120 C Brownish yellow(10YR 6/8) sandy loam 2 12 0-6 A Weak red (10R 4/2) sandy clay loam 2 6-40 Bt Red (10R 5/8) silty clay loam 3 40-80 Cl Reddish brown(2.5YR 5/4)sandy clay loam 2 80-192 C2 Yellowish brown(10YR 5/8) sandy loam 2 Page 3 of c Appendix 2 Soil Summary Report GENERAL INFORMATION Date 7/24/16 Submitted to Albemarle County Health Department Applicant Philip Anderson Telephone Number (301)335-6051 Address 4800 Mahonia Drive Charlottesville, VA 22911-$055 Owner same Address same Location 4800 Mahonia Drive Tax Map 20-145 Subdivision North Pines Block/Section Lot 60A SOIL INFORMATION SUMMARY-pnwct� Drug fkU 1. Position in landscape satisfactory? i5 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) 5c No f Yes inches 5. Free water present I5 No I" Yes range in inches 6. Soil percolation rate estimated R Yes Texture group I 11 III IV I No Estimated rate 45 min/inch 7. Permeability test performed E Yes Ix No If yes, note type of test performed and attach IX Site Approved: Drainfield to be placed at * depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. E Position in landscape subject to flooding or periodic saturation. 2. Il Insufficient depth of suitable soil over hard rock. 3. E Insufficient depth of suitable soil to seansonal water table. 4. IRates of absorption too slow. 5. C- Insufficient area of acceptable soil for required drainfieid, and/or Reverse Area. 6. I� Proposed system too close to well. 7. 1 Other Specify * Pressure pad. Bottom of pad will range from 102"-132" (attach additional pages if necessary) Drainfield Design Calculations Page '( of I Project: TM 20-145 Drainfield Area: Primary Distribution Method: Pressure Effluent Quality: TL3 with BMP TN Design Basis A. Estimated Percolation Rate 45 @ 80"-116" Pad Bottom Area .5625 gpd/sqft B. Basis Table 2 .74 gpd/sqft for TL3 pad C. Water Usage(GPD) 450 gpd Area Calculations Length of Pad(ft.) 40 D. Length Available (ft.) 40 E. Width of pad (ft.) 20 F. Number of Pads 1 G. Center to Center Spacing (ft.) N/A Width Required (ft.) 20 H. Width of Available Area (ft.) 60 I. Total Square Footage Required(sqft) 608 J. Square Footage in Design (sqft) 800 Reserve Requirement(%) 100 K. Reserve Design—see reserve design Notes: Reduction allowed in area with substituted system Yes ;>; No Lift pump required in basement Yes r , No Old Dominion Engineering Soil Profile Reserve Drain Field Lot 60A A Division of TM 20-145 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 9 0-9 A Weak red (10R 4/2) sandy clay loam 2 9-48 Bt Red (10R 5/8) silty clay loam 3 48-65 Cl Reddish brown(2.5YR 5/4) sandy clay loam 2 65-76 C2 Yellowish brown(10YR 5/8) sandy loam 2 76- Cr 10 0-12 A Weak red (10R 4/2) sandy clay loam 2 12-60 Bt Red(10R 4/8) silty clay loam, relic gray(10YR 5/1) 3 mottles 48-54" 60-67 Bt2 Red(2.5YR 4/8) clay loam 3 67-105 C Light red (2.5YR 6/8) sandy clay loam 2 105- Cr 11 0-4 A Weak red(10R 4/2) sandy clay loam 2 4-54 Bt Red(10R 5/8) silty clay loam 3 54-78 Cl Reddish brown(2.5YR 5/4) sandy clay loam 2 78-120 C Brownish yellow(10YR 6/8) sandy loam 2 Page 6 of a Appendix 2 Soil Summary Report GENERAL INFORMATION Date 7/24/16 Submitted to Albemarle County Health Department Applicant Philip Anderson Telephone Number (301) 335-6051 Address 4800 Mahonia Drive Charlottesville, VA 22911-9055 Owner same Address same Location 4800 Mahonia Drive Tax Map 20-145 Subdivision North Pines Block/Section Lot 60A SOIL INFORMATION SUMMARY 1 e e,<ve. 04.2nri>Fi eld 1. Position in landscape satisfactory? I 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) IR No fi Yes inches 5. Free water present rc No I� Yes range in inches 6. Soil percolation rate estimated IX Yes Texture group I II I11 IV fi No Estimated rate 55 min/inch 7. Permeability test performed f Yes IX No If yes, note type of test performed and attach IX Site Approved: Drainfield to be placed at depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. fi Position in landscape subject to flooding or periodic saturation. 2. r Insufficient depth of suitable soil over hard rock. 3. f Insufficient depth of suitable soil to seansonal water table. 4. fi Rates of absorption too slow. 5. fi Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. (l Proposed system too close to well. 7. fi Other Specify * Pressure pad. Bottom of pad will range from 51H-93" (attach additional pages if necessary) ' E Drainfield Design Calculations Page 7 of 2- Project: TM 20-145 Drainfield Area: Reserve Distribution Method: Pressure Effluent Quality: TL3 with BMP TN Design Basis A. Estimated Percolation Rate 55 @ 51"-93" Pad Bottom Area .5625 gpd/sqft B. Basis Table 2 .61 gpd/sqft for TL3 pad C. Water Usage (GPD) 450 gpd Area Calculations Length of Pad (ft.) 40 D. Length Available (ft.) 40 E. Width of pad(ft.) 20 F. Number of Pads 1 G. Center to Center Spacing (ft.) N/A Width Required (ft.) 20 H. Width of Available Area (ft.) 60 I. Total Square Footage Required (sqft) 738 J. Square Footage in Design(sqft) 800 Reserve Requirement (%) 100 K. Reserve Design—this is reserve Notes: Reduction allowed in area with substituted system ; Yes [ ` No Lift pump required in basement Yes Ni No Old Dominion Engineering RTY LINE a PROP 'NORTH RK LLC�YS >igj � -n A R1TANNA MIR 1' kC / ,''� ' .CN ,96'co£ ,0,00.69N - "' ,,,' _ u� 35' BSr . •- " ,, . � tQ, a : 1 "� L. 9 • 47 co -may 11 L._ 1� 9¢.0,, ff/ I • fr J ter t / / 1 /• / I:.: l 1 0— f l I .0''�y •~♦\ J lJ i� •♦♦♦ 4 I t J t / ; I 1tr 1 �, 1 T ►i Jt�bi i tlt 4 G 1 I A ►Ifi�' < 11 PI I l : I N/ �. ' g / 01 c I 1 I t tiJ f l � J ! I 1 v:J `' I I +r / 1 �f y t �/ .1 I 1 1 1 1 p1 I I f 1 f / itt !JJ 1t I! 1/ 1 I, ! t�j/ • / f r 1 `�-- ! I / I "Th--..... r f j I ii X gli g '" - '‘. ' i! 8 i It I W.. 1 //. ii.../ , .,,,,„ ,9 `/ a t i/ '� ip. . .... �` 1 f+ ♦ 1 C �S� 1 cA I. .. / +7 ♦ I 1 O Y IcliM1 . • ..-,./..: { t} ta A Al i , it. I *'..',„,,N .;;'-:,..-,::',... AI • '•.i.,,.:..' '.., to '•-: .. 4 V c5) I ul\ 1 Ia. " gx �~'` = `', ,N, ' �� • :' � Ct iii f' e C7, • ES .«1 I++ `...,` - -�•::::. ..;, \ , !nt ..,� :d , CG d I'*i Q01 1 • ' 'f!7 3 S•1s 1 ! ' Vi t c.V t S ":20,b Sg ciit. :, ` o to t w al * - . ..!.• ', . ,: '*,, ,. .,i . ', ,'' ,, ., ,,, 4.7&',,ii6:,4j1,:':,:,:. '.. . tri 4 ' 1 • : � -:,..6 :Ilk': �� . .� 1 .rt` ' N. tz O �„ \ I . . tV t r1 ‘•< .c CI' s'• CT rn 0 ,tx 484 \ \ c4g..,,„ ,. 0 0 1 ,. . 0, ,...t. < .. . 5 >." 'A 4" rb „O 8. 113 .11:' tbliCiLL4t , . IP ti\ A) ,h1-11 0 0 I-4) .0:gia 1$`VA. Ai ; \ ba ' 1 (TO (f.9,. ar. \....\---\ cA G r._tw t tt;I . REVISIONS: 1 TITLE: NO. DESCRIPTION DATE 1 DRAINFIELD EXHIBITC?c�min TAX MAP 20 PARCEL 145 "� ' LOT 60 NORTH .PINES SEC. IIS5. } ' r RIVANNA DISTRICT, ALBEMARLE COUNTY, - °'• .. VIRGINIA SCALE:�s SHOWN DRAWN • BY:SOD CH CKED BY: KCW op" k • 1110 Revised Lot 60 A Division of Tax Map 20 Parcel 145 Albemarle County Revised Lot 60 has a reserve area per Health Department Permit ID# SD-86-206.