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Home My WebLink AboutSUB202100184 Assessment - Groundwater 2022-02-07For: Property 911 Address: Shelton Mill Rd. City: Charlottesville Lot: A2 Section: Subdivision: _ GPIN or Tax Map 9: 56-25A Health Department ID 0: _ Latitude: _ Longitude: or Client Mailing Name: Keith Ignotz Street: 511 Shelton Mill Rd. City: Charlottesville State: VA Zip Code: 22903 I Y. OSEName: William J."Jefr'Lotb.IV License Number: 1940001316 Address: 222 Sycamore Lane City: Afton State: Virginia Zip Code: 22920 PE Name: License Nwnber. Address: City: State: _ Zip Code: Date of Report: 1/31/22 Date of Revision 1: _ OSE/PE Job Number: Date of Revision 2: _ Page 1 of 6 Contents/] adex of this rert (e.., Site Evaluation Summary, 'Soil I'rofik Descri dons, Site Sketch, Abbreviated De ' etc. 1. CPO er Page 2 Application 3 Soil Summary Report v 4 Soil Profile & Design Calculations 9 V = ]00' Drainfield detail with Sanitary Survey _ 6. Subdivision Plat i hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the applicable provisions of the Sewage Handling and Disposal Regulations (12 VAC5-610), the Private Well Regulations (12 VAC5-630), the Regulations for Alternative Onsite Sewage Systems (12VAC5-613) and all other applicable laws, regulations and policies implemented by the Virginia Department of Health. I further cenify 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 liemsure to perform the work contained herein. ❑ 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.A.I I I rcwmmend tlwt a (aelact one); 0 Corutr.rcti Permit, ❑ Ccrtifiss . Letter, ®Sob.l;..:s:on App'o�al, Repair Permit, ❑Voluntary ilpgrxde be (select one): ®issue j Dgded PE/OSE Signature: a o Date: 1/31122 Page 2 of 6 Commonwealth of Virginia I Application for. ® Sewage System ® Water Supply He thDepartmentID# Due Date: Owner: Keith I totz Phone: 404 444-6030 Mailing Address: 511 Shelton Mill Rd.-- Charlottesville VA 22903 Phone: Fax: _ A enr Phone: _ Mailing Address: Phone: Fax: Site Address: Email_:_ kignukz�o) t�naiLcom Directions to Properiy: east of Rt. 751, 0.6 mile south ofRt. 250 Subdivision: Section: Block: Lot: A2 Tax Map: 56-25A Other Property Identification: Dfinension/Acreage of Property: 3.30 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 0 Subdivision Review F,o Existing Construction: ❑ Repair ❑ Modification ❑ Expansion ❑ Replacement Proposed Use: 0 Single Family home (Number of Bedrooms 4) ❑ Multi -Family Dwelling (Total Number of Bedrooms Other(describe) Will there be a basement: ED Yes ❑ No if yes, will there be fixtures in the Basement? 0 Yes ❑ No Are any conditions proposed on this construction permit? ❑ Yes ® No If yes, please check or describe all proposed Conditions that apply: ❑ Reduced Water Flow ❑ Limited Occupancy ❑ Intermittent or seasonal use Will the water supply be ❑ Public or ® Private Is the Water supply ❑ Existing or 0 Pro posed If proposed, is this a replacement well? El Yes 0 No Will the old well be abandoned 0 Yes Pro, Will any proposed or existing buildings within 50' of the proposed or existing water supply have termite treatment? ❑ Yes 0 No Borate termiticide required All Applicants Is this an AOSE/PE application? ® Yes ❑ No If yes, is the AOSE/PE package attached? 0 Yes 0 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 tow the topography, otherwise dris application will be denied. I give permission to the Virginia Detainment of Health (VDH) to enter onto the property described during normal business hours for the purpose oftimcessing this application and to perfam 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 / ofOwneriAgcnt C 17ate Z2 Page 3 of 6 Soil Summary Report General Information Date: 411l21 Submitted to Albemarle County Health Department Applicant: Keith Ignotz Telephone: (404) 444-6030 Address: 511 Shelton Mill Rd., Charlottesville, VA 22403 Owner: same Address: Location: east of Rt. 751, 0.6 mile south of Rt. 250 Tax Map: 56-25A Property Size: 3.30 ac. L Section: Subdivision: Lot: A2 Soil Information Summary 1. Position in landscape satisfactory? Yes ® No ❑ Describe: ridgetop & shoulder 2. Slope 5% 3. Depth to Rock or impervious strata: Max. Min. 60+ (18" in Reserve Area) 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 ❑ I11 ® IV ❑ 6. Soil percolation rate estimated? No ❑ Estimated rate 85 min/inch 7. Permeability test performed Yes ❑ No If yes, note type of test performed and attach Drainfield to be placed at 36" depth at Sne desrgnawd on ptaL ® Site Approved Reserve Drainfield to be installed at 2" depth, requires a pretreatment unit capable of providing TL-3, and pressurized dispersal. ❑ 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. ❑ _ .Other Specify .._.._ The drainfield and well for the Residue Parcel, 511 Shelton Mill Road, is documented in the Septic and Well Permit (Health Department ID #SD-86-315), on file at the Health Department. TM 56-25A Tract A2 Shelton Mill Road Gil PMAIP Page 4 of 6 AIUGll434lir Hole liYM4)L Horizon • )) Yu --" "" - .....-�- Depth Material Description in TO . D I An 1 0-3 ' 1 3/3 dark brown Sandy Loam 2 B 3-9 1 7.5 r514 brown Sandy Clay Loam weak Anioular _..__ 2 Bt _ BtC 9-39 2.5yr5/8 red Clay Loam, weak fine SBK 3 39-50 2.5yr5/8 red Clay Loam, weak fine SBK, and common dense 10yr8/1 white, 10yr5/8 3 ellowish brown Sandy Loam as rolite C 50-60 T3ense 10yr8Ji whites I OyrS/8 yellowish brown Sandy Loam saprolite 2 2 A 04 10 r3/3 dark brown Sandy Loam 7.5 5/4 brown SanClav Loam weak ular 2 2 B 1-8 Bt $-32 2.5 5/8 red Clay Loam, weak fine SBK 3 BtC 32.46 2.5yr5/8 red Clay Loam, weak fine SBK, and common dense 10yr8/l white, 10yr5/8 yellowish brown San Loam sap 10te 3 C 46-60 Dense l0yr8' l white 1 5/$ vellowish brown gnndv Loam sa olite 2 i 3 0-6 1 3/3 dark brown Sandy Loam 2 Bt 6-40 2.5yr5/8 red Cla weak fine SBK 3 _Loam BIC 40.46 2.5yr5/8 red Clay Loam, weak fine SBK, and common 10yr8fl white, 10yr5(8 yellowish 3 _.. brown Sandy Loam saprolite.— _ - —.. C 46-60 1 8/1 white 1 518 yellowish brown Sandy Loam saa +rolite _ _ --__ 2� 4 Ap 0-5 1 3/3 dark brown Sandy Loam 2 RSV Bt 5-18 2.5yr5/8 red Cla Loam weak fine SBK _--------------_...---.__._-- R 18 Au errefusal 5 A 0-6 [ 3/3 dark brown Sandy Loam F 2 RSV BtC R 6-34 34 2.5yr5/8 red Clay Loam, weak fine SBK, and common 10yr8(1 white, 10yr5/8 yellowish brown Sandy Loam sa-prolite Au errehrsal 3 Design Basis for Primary Drainfield A. Estimated Percolation Rate B. Trench bottom square feet required per bedroom C. Number of bedrooms Area Calculations for Primary Drainfleld k Length of trench (fi.) B Length of available area (11.) C. Width of trench (ft.) D. Number of trenches E. Center-to-centerspacing (R) F. Width required (ft.) G. Width of available area(fL) H. Total square footage required I. Square footage in design J. Is a reserve area required? K@X7 718 - 25°/ = 539 using E7flow 1203H 4 90 99+ "a 8 9 6b 13 2872 - 25%= 2154 using EZflow 120311 2160 Yes. 1000/9 Reserve Area provided, see below Design Basis for Reserve Area A. Estimated Percolation Rate 85 @ 2 in. B. Effluent loading rate from Table l of 12 VAC 5-613 0.2 gpd/sf C. Gallons per day (Nrmrber of bedrooms X 150 gpdibedroom) 600 Area Calculations for Drip Dispersal Reserve Area A. Length of inn (&) 90 B Length of available area(ft.) 90 C. Width of available area (ft) 64 D. Total footprint required for drip dispersal (600gpd / 0.2gpd/sf), as per 12 VAC 5-613) 3000 E. Square footage provided 5760 llVVVLll%uj 1J. lll% IUL..V I ll.l.l`I w D.B.4986-744 D .�B . 1538-203 6 204 PLAT u NEW 30 STREET 75'BLDG.SETBACK (D.B.909-636 PLAT) NEW NDSCAPING .ASEMENT I G N35 e52' 09"W____� 87.88' MNS' N26 °06 ' 53 " W —� 4.20' D.B.1538-209 PLAT 'PRIVATE - EASEMENT -A �✓ -I A, N26 °06' 53"W--'' 152.97IS ROUTE 683 FOM 0 PC IN MILL ROAD TP \ IF' N24 °41 ' 43 " W 50.53' \ 25'STRIP DEDICATED TO PUBLIC USE !n 0 01 A T1 PAVED DRIVE IF a39- -�Q T C A2 3. CRES PROPOSED SEPTIC DRAINFIELD f AREA r � N �� 2 e 3g' S3 Z IF N N O .moo T.M.56-25A2 N rn ALBERT E.HORROCKS 6 PEGGY W.HORROCKS D.B.961-445 D.B.909-636 PLAT, r �/ icO�SE% ,UuslinlFE� afR IUo+ M•r Arl4 AUcurr )GE OF YARD e4 1 IF wc. LLI LINE BEARING DISTANCE LI N70't7'21-E t56.97 L2 N65'40'49-E 94.95 L3 N65'40'49-E 00.00 L4 N74 " 32'E 135,65 L5 N76'27'08'E 89.72 North Fast HEALTH DEPARTWENT COPY NOT FOR RECORDATION T.M.56-109C PARCEL B JEFFREY A.WATD & T.M.S6-f090 AUDREY E, MILLER IRVINE T.M.56-109A3 PARCEL A-2 0. 8.4381-149 LOT 0 MARIA L.KEENER O.B. 923-466 PUT DOUGLAS G.MCGLOTMIN 0.8.3948-608 D.B.4986-744 D.B.1530-209 PLAT 0.8. 1538-203 & 204 PLAT NEW 30'PRIVATE STREET EASEMENT 75'BLDG. SETBACK (0.B.909-636 PLAT) -NEW LANDSCAPING--- N17 •f9'1' EASEMENT _ IF ` A61Y�.y*=L``- '1^n TRACT A2 3.30 ACRES N26'O6'53'W—JFONM 4. 20' N26'O6'S3 152.97STATE ROUTE 683 SHELTON MILL ROADN24.41'4 50.53' 25'STRIP DEDICATED TO PUBLIC USE (O.B.909-636 PLAT) T.M.56-25A2 ALBERT E.HOFFMKS & PEGGY M.HORROCKS D.B.951-445 D. B. 909-636 PLAT - GRAPHIC SCALE 1"-200' 0 200 400 600 za T.N.56-110A PRESTON O.STALLINGS 0.8.1746-447 PLAT 0.8.1582-87 & 80 PLAT O.B.568-56 North 3905550 East 11430700 S29'17'34-E 19B.00' LEGEND: —K— FENCE FO1 FIBER OPTIC MARKER IF IRON F010 IS IS WE NAG NAIL SET —A— OVERHEAD UTILITY LINE PF PIPE FOUND TP TELEPHONE PEDESTAL NEW LANDSCAPING EASEMENT T.M.5L-111 EDWARD A.HUNT G BETTY JNE HUNT 0.9.3132-424 PUT 0-8.%5-71G TRACT At ".71. s 13.07 ACRES North 390522D IF East 11430886 \\ �...� IE xlw 4, � LOCATIOW F X\ 7 99 2.17' ST3�''T,4; North 390485a East 11429970 S86.30'59'N 469. 17r FOR REVIEW 7.N.55-25A1 JACIIUALIN DAVIES TRUST D.B.4538-257,262 6 263 PLAT D.B.2471-87.92 6 93 PLAT SCALE: 1" - 200' D.8.2190-252.254 & 255 PLAT DATE: NOVEMBER 15. 2021 O.8.2179-406 0.8.907-44 PLAT ROGER W.RAY & ASSOC..INC. 663 BERCMAR COURT CHARLOTTESVILLE. VIRGINIA 22901 TELEPHONE: (434) 293-3195 RAYSURVEYING.COM