The URL can be used to link to this page

Home My WebLink AboutSUB201400153 Approval - Agencies r C•MMONWEALTH 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 January 13,2015 Rachel Falkenstein Department of Community Development Division of Zoning and Current Development 401 McIntire Road Charlottesville,Virginia 22902-4596 RE: Review of Proposed Plat as part of a boundary line adjustment of Tax Map 89-27 located in Albemarle County,Virginia. Dear Ms.Falkenstein: On December 12,2014,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: William J. Loth III; Onsite Soil Evaluator Number 1940001316. 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 OF AL% Nov . A1111M7p. Newel �'IRGI1iFP COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 12/12/2014 TereB V'. t<:Health . 1 , ! ry s��..� 'e ittfrOttelaili,22906 RE: SUB201400153 Strumlauf&Hunt—Boundary Line Adjustment Dear Ms. Batten: The County of Albemarle has received application to develop/subdivide Tax Map 89,Parcel 27. 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, gAR-P P/V/et Rachel Falkenstein Planner/Senior Planner Department of Community Development Voice: (434)296-5832 ext. 3272 Fax: (434)972-4035 Page 1 of 5 Afton Soil Consulting William J. Loth, IV, AOSE#1940001316 222 Sycamore Lane Afton,Virginia 22920-2425 (540)471-6589 AOSE/PE Report for Subdivision Review Location of Property: Lot Section ,Subdivision ,Albemarle County GPIN or Tax Map#89-27 Residue Latitude/Longitude Applicant or Client and address: Prepared by: Daniel Strumlauf William J. Loth,IV,AOSE#1940001316 1900 Slate Mill Branch Rd. Afton Soil Consulting Charlottesville,VA 22903 222 Sycamore Lane Afton,Virginia 22920-2425 (434)882- 1219 (540)471-6589 Date of Report: December 5,2014 Health Department ID.No.: Revision Date: Contents/Index of this Report Cover Page Application Soil Summary Report Soil Descriptions&Abbreviated Design Plat I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage `�‘‘��i i i i i t i,/rs,� Handling and Disposal Regulations (12 VAC5-610), the ,�`` �1 C s 1t11 C „ Private Well Regulations(12 VAC5-615), and other applicable policies of the Virginia Department of Health. Furthermore, I ' certify that my evaluation and/or design contained herein ` o° ° /AA complies with all applicable laws, regulations, and policies E w .Loth 1V P implemented by the Virginia Department of Health. These Z6/9 plans are submitted under the engineering exemption provided • by 54-1-410B and 32.1-16411 of the Code of Virginia. ° °�eea°°°°°°$` I recommend a subdivision be approved. /'/„10SEo1` `,`�e Page 2 of 5 -- -- -. VDH Use Only — — Commonwealth of Virginia Health Department ID# Application for: ® Sewage System ® Water Supply Due Date: Owner: Raymond A. Hunt,Jr. Phone: ( ) _ Mailing Address: 1827 Slate Mill Branch Rd. ( ) _ Charlottesville,VA 22903 Fax: ( ) Agent: Daniel Strumlauf Phone: (434)882-1219 Mailing Address: 1900 Slate Mill Branch Rd. Phone: ( ) - —_ Charlottesville,VA 22903 Fax: ( ) - Site Address: Email: Directions to Property: South of Slate Mill Branch Rd.,0.3 mile west of Old Lynchburg Rd. Subdivision: Section: 1-Block: 1 Lot: Tax Map: 89-27 Residue Other Property Dimension/Acreage 2.48 Identification: ] of Property: — — — Sewage System Type of Approval:Applicants for new construction are advised to apply for a certification letter to determine if land is suitable for a sewage system and to apply for a construction permit(valid for 18 months)only when ready to build. For New Construction: ❑ Certification Letter ❑ Construction Permit ® Subdivision Review For Existing Construction: ❑ Repair 1 ❑ Modification 1 ❑ Expansion ❑ Replacement Proposed Use .1 Single Family Home(Number of Bedrooms 3) ❑ Multi-Family Dwelling(Total Number of Bedrooms_) ❑ Other(describe) No Will there be a basement: ® Yes ❑ I If yes.will there be fixtures in the Basement? ® Yes ❑ No Are any conditions proposed on this construction permit? If yes,please check or describe all proposed Conditions Condnhat apply: ❑ Reduced Water Flow 0 Occupancy ❑ Intermittent or seasonal nal use ❑ Temporary use not to exceed 1 year 1 ❑ Other(describe) _ -------------------- Water Supply Will the water supply be❑ Public or Z Private Is the Water supply❑Existing or® Proposed If proposed,is this a replacement well? ❑ Yes ® No Will the old well be abandoned❑ Yes ❑ No Will any existing or proposed buildings within 50'of the proposed or existing well be termite treated?❑ Yes ® No - -- -- — ----- ------All Applicants Is this an AOSE/PE application? Yes 0 No If yes,is the AOSE/PE package attached? ►1 Yes ❑ No In order for VDH to process your application you must attach a site sketch and plat of the property.The site sketch should show your property lines,actual and/or proposed buildings and the desired location of your well and/or sewage system.When the site evaluation is conducted 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 normal 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 Page 3 of 5 Soil Summary Report General Information Date:8/27/14 I Submitted to Albemarle County Health Department Applicant: Daniel Strumlauf Telephone: (434)882-1219 Address: 1900 Slate Mill Branch Rd.,Charlottesville,VA 22903 Owner: Raymond A. Hunt,Jr. Address: 1827 Slate Mill Branch Rd.,Charlottesville,VA 22903 Location: South of Slate Mill Branch Rd.,0.3 mile west of Old Lynchburg Rd. Tax Map: 89-27 Residue Subdivision: Block/Section: Lot: Soil Information Summary 1. Position in landscape satisfactory? Yes ® No ❑ Describe: Sideslope 2. Slope 15% 3. Depth to Rock or impervious strata: Max. 48+in. Min.46(quartz)in. 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 1 ❑ II ❑ Ili ® IV ❑ 6. Soil percolation rate estimated? ❑ 1 No Estimated rate 75 min/inch 7. Permeability test performed Yes ❑ No IZ If yes,note type of test performed and attach /1 Site Approved Drainfield to be placed at 6" depth at site designated on plat ❑ Site Disapproved Reason 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 seasonal water table 4. Rates of absorption too slow. 5. Insufficient area of acceptable soil for required drainfield,and or reserve area 6. ❑ Proposed system too close to well —7. —0--Other Specify — — Page 4 of 5 Tax Map 89-27 Residue Albemarle County Soil Profiles Hole Hzn Depth Material Description Txt Grp 1 Ap 0-4 10_yr3/3 dark brown Fine Sandy Loam 2 6-48 5 5yr4/6 red Clay Loam,weak SBK d d a BtC 6 with common very highly weathered schist 3 fragments - -r-- --- Fine y Loam � A_p 1 0-61 10yr3/3 dark brown Fine Saner Loam � 1 BtC 6-24 5yr4/6 yellowish red Clay Loam, weak SBK, , with few very highly weathered graphite 3 schist fragments CB 24-48 Very highly weathered graphite schist fragments and 5yr4/6 yellowish red Clay Loam 3 3 Ap 0_6 10yr3/3 dark brown Fine Sandy Loam 2 BA 6-11 5yr5/4 reddish brown Fine Sandy Clay Loam 2 BtC 11-48 2.5yr4/6 red Clay Loam, weak SBK,,with common very highly weathered schist 3 fragments 4 Ap 0-8 10yr3/3 dark brown Fine Sandy Loam BtC 8-46 2.5yr4/6 red Clay Loam, weak SBK, ,with common very highly weathered schist 3 fragments t r 46 1 auger refusal on quartz Design Calculations Design Basis A. Estimated Percolation Rate 75 Ica?6 in. B. Effluent loading rate from Table 1 of 12 VAC 5-613 1 gpd/sf C. Number of bedrooms 3 D.Gallons per day(Number of bedrooms X 150 gpd/bedroom) 450 Area Calculations for Drip Dispersal A. Length of run(ft.) 90 to 110 B Length of available area(ft.) 90 to 110 C. Width of available area(ft.) 45 D. Total footprint required for drip dispersal 1580 (450gpd/ lgpd/sf X 3+ 17%),as per 12 VAC 5-613) E. Square footage provided 4500(includes 100%Reserve Area) F. Is a Reserve Area required? Yes, 100%Reserve Area included 11 THIS PLAT IS 040 ON A CURRENT FIELD RUN SURVEY. I :w® elf>k"\19‘15.14. l�tt \ T RIP�-�fQA ' / \ TAP 89-37D 5 63 9°74)I I.F. I \ 20'e2 IMP 89-37E 5 6391 I I.F. r I �I TAP 69-27A I 0.8. 1949 PG. 897 I �b I I I I ■ TMP 89-26 "ATE ATE ' S" DRNNFIID OW ACREAGE: 7.65 ACRES ; PLUS PARCEL A: 2.06 ACRES 1.ND/ACIIlAOE: 9.70 AQIE>Z a� TAP 89-25 / ."-'7--.°°. 1 / \\e(14749 TMP 89-27\\ , SPRING OLD ACREAGE: 4.53 ACRES LESS PARCEL A. 2.05 ACRES NEW ACIWA9E: 2.46 ACHES \ ,-- s►lew, \ g I.S. \ Nay s� � E \` ��^t\\ I . I.S. W b 4'r zi g Id 3 /� O � PARCEL A IS TO BE SUBTRACTED FROM 3 \� ;O Ily IMP 89-27 AND ADDED 1+0 TMP 89-28 (((( AND BECOME A PART THEREOF. I N IF. _ IRON Four Z) 'PARCEL A 1.s. - IRON sEr 2,05 ACRES t'I r _ F COMMONIEALTH W 20 L 14-_, "X31 w SUR�G, LLC. LF. 1484 GREENBRIER PLACE TAP 101-3 CHARLOTTESVILLE VIRGINIA 22901 1 • PH: 434-973-0513 SHEET 2 OF 2