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Home My WebLink AboutSUB201700204 Study 2017-12-18 7-4 Q n � d U�UUUUIJn�'►a 4 Iv COMMONWEALTH of VIRGINIA In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE State Department of Health FLUVANN TY(STAY(PALMYRA) 1138 Rose Hill Drive GREENE COUNTY(STA LOUISA COUNTY(LOUISA) Phone(434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGSTON) Fax (434) 972-4310 Charlottesville, Virginia 22906 January 18,2018 Heather McMahon Department of Community Development Division of Zoning and Current Development 401 McIntire Road Charlottesville,Virginia 22902-4596 RE: Review of Proposed Boundary Line Adjustment and attached Soils Information involving parcels 89-87 and 89-87B located in Albemarle County,Virginia. Dear Mrs. McMahon: On December 20,2017,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, Josh Kirtley Environmental Health Technical Consultant Thomas Jefferson Health District tO AL 07e�yjl` Illi Ultil!)gra APPROVED COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 December 12, 2017 RECEIVED Josh Kirtley Environrnent8t HomlTh ServiceE Virginia Department of Health JAN 16 2018 1138 Rose Hill Drive Charlottesville,VA 22906 RE: SUB201700204—Larry Wayne Harlow BLA-final plat Dear Mr. Kirtley: The County of Albemarle has received application for a two-lot division involving Tax Map Parcels 89-87 and 89- 87B.This project requires Health Department approval before receiving final County approval. The applicant has provided a copy of the plat for your review which I failed to transmit with the soils reports on December 5,2017. My apologies for that mistake and for the tardiness of this plat. Review comments are due on Wednesday,December 20.Please call or email me if you have any questions.Thank you very much for your assistance. Sincerely, Heather McMahon Senior Planner Department of Community Development (434)296-5832 ext. 3278 email:hmcmahon@albemarle.org Encl. , PPRO��ED► Soils Study for Reserve Drain Field Site Revised TM 89-87B A Boundary Line Adjustment w/TM 89-87 Albemarle County Prepared for: Larry Wayne Harlow 1700 Old Lynchburg Road Charlottesville, VA 22903 Prepared by.• Steve Gooch Consulting Geologist,Inc. 703 Oliver Creek Road Troy, Virginia 22974 December 3, 2017 N ia , Page 1 of 5 OSE/PE Report for: Niare Construction Permit fl Certification Letter Subdivision Approval Ell Property Location: 911 Address: 1649 Old Lynchburg Road City: Lot E Section Subdivision GPIN or Tax Map# 89-87B (Revised) Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Larry Wayne Harlow Street: 1700 Old Lynchburg Road City:CharlottesvilleState VA Zip Code 22903 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# torr a Address City State Zip Code Date of Report 8/7/17 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. 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): nstruction permit❑ certification letter subdivision approval ✓❑ be(select one)issued denied U. OSE/PE Signature 24 }-e/A Date 171317 ( cox- z 0E-n Soil Profile Reserve Drain Field Parcel E Revised Tax Map 89-87B Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-5 A Brown(7.5YR 5/4) loam, friable 2 5-25 Bt Red (10R 5/8) silty clay loam, firm 3 25-60 Cl Light red (2.5YR 6/8) silt loam, massive, friable 3 60-120 C2 Reddish gray(5YR 5/2) schist saprolite, crushes to silt 3 loam, lithochromic 2 0-6 A Brown(7.5YR 5/4) loam, friable 2 6-28 Bt Red(10R 5/8) silty clay loam, firm 3 28-90 Cl Light red (2.5YR 6/8) silt loam, massive, friable 3 90-120 C2 Strong brown(7.5YR 5/8) schist saprolite, crushes to loam, 2 25%schist fragments 3 0-4 A Brown(7.5YR 5/4) loam, friable 2 4-40 Bt Red (10R 5/8) silty clay loam, firm 3 40-84 C Light red (2.5YR 6/8) silt loam,massive, friable 3 4 0-5 A Brown (7.5YR 5/4) loam, friable 2 5-30 Bt Red(10R 5/8) silty clay loam, firm 3 30-84 C Light red (2.5YR 6/8) silt loam, massive, friable 3 5 0-4 A Brown(7.5YR 5/4) loam, friable 2 4-26 Bt Red(10R 5/8) silty clay loam, firm 3 26-86 Cl Light reddish brown(5YR 6/4) loam, massive, friable 2 86-108 C2 Strong brown (7.5YR 5/8) schist saprolite, crushes to loam, 2 25% schist fragments 108- Cr 6 0-4 A Brown(7.5YR 5/4) loam, friable 2 4-40 Bt Red (10R 5/8) silty clay loam, firm 3 40-84 C Light red (2.5YR 6/8) silt loam, massive, friable 3 Page ? of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 10/11/17 Submitted to Albemarle County Health Department Applicant Larry Harlow Telephone Number (434) 975-0656 Address 2623 Penny Lane Charlottesville, VA 22903 Owner same Address same Location 1649 Old Lynchburg Road Tax Map 89-878 (Revised) Subdivision Block/Section Lot Parcel E SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? I5 Yes r No Describe shoulder 2. Slope 6 % 3. Depth to rock or impervious strata: Max. 120" Min. 84"+ None 4. Depth to seasonal water table(gray mottling or gray color) No r Yes inches Free water present Ix No r Yes range in inches silierSoil percolation rate estimated Ix Yes Texture group I II II IV E No Estimated rate 55 min/inch 7. Permeability test performed I� Yes 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. f Site Disapproved: Reasons for rejection: 1. I^ Position in landscape subject to flooding or periodic saturation. 2. E Insufficient depth of suitable soil over hard rock. 3. I— Insufficient depth of suitable soil to seansonal water table. 4. I— Rates of absorption too slow. 5. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. 1— Proposed system too close to well. f Other Specify (attach additional pages if necessary) pear__ 1( Abbreviated Design Form This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system designs and when applying for a certification letter or subdivision approval. This abbreviated design covers the 0 primary and reserve area, 0 only the primary area, manly the reserve area(check one)for Parcel E—Revised TM 89-87B Design Basis Total length of available area: 50' Total width of available area: 115' Estimated Perc. Rate: 55 at 60" in. (depth) Number of bedrooms(or GPD): 3 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: 412 Total trench bottom area required: 1236 Area Calculations Number of trenches 9 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 75' Total trench bottom area provided: 1350 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 A, S D ..-) 1 DEPARTMENT COPY RevottopiallitrANT FOR RECORDATION A-o��0gg 99• o.egp- R .1 20 o 18-173 PLAT T 77.18fi8.3Z2239 I T*175. 034145 t34N403377'00'2 ----- - - 1+/-KELE TO ST.RT.708 I. STATE ROUTE 691 ,,�.,..r._.--_-__---------^-•'- '--_------- - a o iv►a —l&A-0 c9o�P esmi rot wagon {. ~ REVISED � 1+44117.30-E274.04' AT Dao' 1 t 1 a TPARC E AT 28.00' Moog) 1 i EASElENI 2.00 ACRES ES30'PRIVATE =S t Nom5• 0O•1+ I i 81.8.880-880 2 881 PLAT) 1 "t ThTl4' 1A 1 POLE 1 1 I uII.IT'I 1.131E '``�` 55. 84•@ 3 1 OMER11 •\ • d"" `•,\ PARCEL.1 14.90+/- ACRES O�UCTIGN FRON � 1 X---""'1 .''.� % 1 TAXATION 1 FOIA®�' fF %'\.....-v.„.,, _ _ i , T.N. • g 6.2' _ W ; j . �pPApNCEI8�RAT g 1 , 4 0. .1feff NO BBS PUT i • . . ." ' ' - , , N 4G . PAY, ''.. ()'Q �>: i'M 1 � 0 . , .. V.::, ,:, ^� nrt, 1 � to 12.08' IKON ' .a � e�o ,'Q7 IRONi �f '�. - FOUND � .' . sRA9E ar lase • `� :+:,,,t I . 'f FOUND Pt 1a' AT 4,45 ,dV'. FOR . '$►. REVIEW mom BET 4,'',' '44. SCALE: 1" • S6'IOO' DATE: NOVEMBER 9.2017 • PIX2DFOS LARRY W TIME HARLOW ROM ,.• B INC. cHARLO : V RI A 2220i TELEPHONE L.,, 1 -9198 a RA cw� SHEET 2 OF 2 13771A ' Scale 1"= 100' -- Soil Profile Hole Proposed Reserve Drain Field Site Parcel E Revised Tax Map 89-87B Albemarle County, Virginia Steve Gooch Consulting Geologist Nk.„? 703 Oliver Creek Road Troy, Virginia 22974