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HomeMy WebLinkAboutSUB201800163 Approval - Agencies Family Division Plat 2018-11-07 1 a f)1 COMMONWEALTH of VIRGINIA In Cooperation with the Jefferson rson Health District State Department of Health GREECOUNTY RDSVIL ffeALBEMARLE-CHARLOTTESVILLE 1138 Rose Hill Drive NE OSTANAE) ( L Phone(434)972-6219LOUISA COUNTY(LOUISA) Fax (434) 972-4310 P. O. Box 7546 NELSON COUNTY(LOVINGSTON) Charlottesville, Virginia 22906 November 7,2018 Tori Kanellopoulos Department of Community Development H I I l OU OD 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 101 Parcel 20B located in Albemarle County,Virginia. Dear Ms. Knellopoulos: On September 12,2018,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 Steve Gooch STEVE GOOCH spgooch.geologist@gmail.com C.P.G./O.S.E CONSULTING GEOLOGIST, INC. Phone: 434-531-0487 703 Oliver Creek Rd. Troy, Virginia 22974 September 11, 2018 Mr. Bill Fritz County Of Albemarle Dept. Of Planning and Community Development 401 McIntire Rd Room 227 Charlottesville, VA 22902-4579 Re: Proposed Drain Field Site Parcel B A Family Division of Tax Map 101-20B Albemarle County Dear Mr. Fritz: Enclosed are three (3) copies of the soils work associated with the proposed drain field sites for the above-referenced property. We request that you forward two (2) copies to the Charlottesville-Albemarle Health Department for their review. Also enclosed is the application for subdivision review form. If you have any questions,please do not hesitate to call. Sincerely, Steve Gooch Consulting Geologist, Inc. Steve Gooch Encl. Soils Study for Drain Field Sites Parcel B A Family Division of Tax Map 101-20B Albemarle County MI APPROVE Prepared for: Joann Maupin 3628 Red Hill Road Charlottesville, VA 22903 Prepared by: Steve Gooch Consulting Geologist,Inc. 703 Oliver Creek Road Troy,Virginia 22974 September 11, 2018 Page 1 of 5 OSE/PE Report for: �.r Construction Permit 1 1 Certification Letter El Subdivision Approval 171 Property Location: 911 Address: 3628 Red Hill Road City: Lot B Section Subdivision GPIN or Tax Map# 101-20B Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: ryl,D' VED Name: Joann Maupin lnlJ street: 3628 Red Hill Road City:Charlottesville State 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# Address City State Zip Code Date of Report 9/1/18 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. 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 54.1-402.11 I recommend that a(select one): Anstruction permit': certification letter subdivision approval✓ x'11' be(select one)issued© denied U. OSE/PE Signature 'j f''(iQ„ Date f/l(/y Pam 2 eS" Soil Profile Parcel B A Family Division of Tax Map 101-20B Albemarle County Hole Depth Horizon Material Description Soil Texture (m.) Group 1 0-4 A Brown(7.5YR 4/2)loam, friable 2 4-16 Bt Red(2.5YR 5/8)clay loam, friable 3 16-72 C Brownish yellow(10YR 6/8) schist saprolite,crushes to 2 loam,25%weathered schist fragments 2 0-3 A Brown(7.5YR 4/2)loam, friable 2 3-15 Bt Red(2.5YR 5/8)clay loam, friable 3 15-72 C Light yellowish brown(10YR 6/4)loam, friable 2 3 0-4 A Dark gray(10YR 4/1) loam, friable 2 4-20 Bt Red(2.5YR 5/8) silty clay loam, firm 3 20-35 CB Light yellowish brown(10YR 6/4)loam, friable,w/red 3 (2.5YR 5/8)clay loam seams 4 0-6 A Dark gray(10YR 4/1)loam, friable 2 6-26 Bt Red(2.5YR 5/8) silty clay loam, firm 3 26-44 Bt2 Yellowish red(5YR 5/8)clay loam, friable 3 So,,. 44-72 C Very pale brown(10YR 7/4)loam,friable 2 5 0-3 A Brown(7.5YR 4/2)loam, friable 2 3-22 Bt Red(2.5YR 5/8)clay loam, friable 3 22-31 Cl Reddish yellow(7.5YR 6/8)silt loam, friable 3 31-72 C2 Light yellowish brown(10YR 6/4)loam, friable 2 6 0-3 A Brown(7.5YR 4/2)loam,friable 2 3-18 Bt Red(2.5YR 5/8)clay loam, friable 3 18-72 C Light yellowish brown(10YR 6/4)loam, friable 2 7 0-2 A Brown(7.5YR 4/2) loam, friable 2 2-20 Bt Red(2.5YR 5/8)clay loam, friable 3 20-34 Cl Reddish yellow(7.5YR 6/8)silt loam, friable 3 34-72 C2 Light yellowish brown(10YR 6/4)loam, friable 2 8 0-3 A Brown(7.5YR 4/2)loam, friable 2 3-15 Bt Red(2.5YR 5/8)clay loam, friable 3 15-72 C Brownish yellow(10YR 6/8)loam, friable 2 Page of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 9/11/18 Submitted to Albemarle County Health Department Applicant Joann Maupin Telephone Number (434)531-6423 Address 3628 Red Hill Road Charlottesville,VA 22903 Owner same Address same Location 3628 Red Hill Road Tax Map 101-20B Subdivision Block/Section Lot B SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? IR Yes r No Describe shoulder 2. Slope 18 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table(gray mottling or gray color) fg No r Yes inches Free water present fg No f Yes range in inches Soil percolation rate estimated I5Z Yes Texture group I II AD IV E No Estimated rate 50 min/inch 7. Permeability test performed C— Yes rC No If yes, note type of test performed and attach ISC Site Approved: Drainfleld to be placed at 48" depth at site designated on permit. f Site Disapproved: Reasons for rejection: 1. r Position in landscape subject to flooding or periodic saturation. 2. I— Insufficient depth of suitable soil over hard rock. 3. I Insufficient depth of suitable soil to seansonal water table. 4. f Rates of absorption too slow. 5. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. E Proposed system too close to well. f— Other Specify (attach additional pages if necessary) )u,c. yafs 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. `rs � This abbreviated design covers the E4 imary and reserve area, 0 only the primary area, 0 only the reserve area(check one)for Parcel B- A Family Division of TM 1.01-20B Design Basis Total length of available area: _180' Total width of available area: 50' Estimated Perc.Rate: 50 at 48" in.(depth) Number of bedrooms(or GPD): 4 1 Conveyance Method: Gravity Distribution method (specify): Gravity Dispersal system basis3cTable 5.4_ LGMI required? No (Yes/No) Effluent quality required: Primo (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 376 _ Total trench bottom area required:,3008 Area Calculations Number of trenches 12 Length of trenches: 85' Width of trenches: Center to center spacing: 9' Reserve required?_Yes Percent reserve area required: 11 2. _, Total width of absorption area required 48' Total trench bottom area provided: 3060 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 Pam - ©Y-4-- TTY MAP • • 2000'+/- LEGEND: ilk' IF IRON FOUND I IS IRON SET IE —x— FENCE ,% 708 Aa 53 -"0-- OVERHEAD UTILITY LINE I REO Iv�i, �w' aitl MILL F ROAD I It '�+.. .+stri4 4t 0 708 / i ,• I *\. . O M RED • r AILD ^�/.POLE * -3;� ``' r "Ili / .. N)4P, TIE -41 e 1 1 4' A - 4`!9'44" svo r . �,• /�l ••••,, p R -630.00' �. 0..q, / /4c/r ,,6, "L •47.60 E � / . "► /�1 � - 'LE '��,79 T 023.81 ' ... far ,.y 4 /1, Al '� C •47.59' _' Z' / A2 �' I „-11 ci C8•S68.51'50"E 7 ;RON F" / i� ti A3 / / 'Eaeth1 86 092 N71 39 58"W 8.65 r IS AT / rt.'''' A4 / i 340 •4 FROM COMM , 8) .3a 20.00' / //443, / 1 • A5 / 10 N✓' North 38�g3934 IS . ' . X88.8 Ilia'� A- 1 �� East 11450612 ••r • :r W Al / '�' www. , y PARCEL B *4*4115„,-- - /^ NEW 30 'PRIVATE 4. 1.01-i• 'mss r 3.00: ACRES r. '- '.. —' ' STREET EASEMENT 10 F.FORD a ,r 'off'' •• FOR PA ;E�. B AND ov 1478-2243 sly ' 5 ''s`')N �4 THE RESIDUE OF 37-431 PLAT r e i ��,/�,/ FLAB i T.M. 101-20B el ..�I r 1►' 2 kI FLAG ! :..i /LAY s t r. csr. ,,I.. North 3863575 IS r' '"�..FLU ,„}s . w�~ T.M. iDi-20C East 11460492 / N � ° �i , 4' ,C v /4Y GARY L.ATWELL ^ •,, 0.8. 1501-600 PROPOSED DRAIN • 11,�•.� 9• ,4, 5 � s 0.8.377-3 PLAT 89• )13 YA1�ID /North 3863391 MS * �q. `� I East 11461047 2 IS AT ;, ' F I/I i5 , 20.00' ;; 6r / t �%, i i IS 'I 111 W GRAVEL 1310 w 'r' POLE s�-''ROAD Beetle 1"=200' -Soil Profile Hole '`"` r q Howse,Well and Drain Field Sites ��. T.M. 10.1-208 �'.: ii JOANN S.MAUPIN 1, . Parcel B 5 ,^ti W.8. 114-167 / A Family Division of TM 101-20B i1 I1u.,.• t0 D.8.2216-602 605 PLAT I3 ?~� 0.8. 1050-387 4 Albermarle County,Virginia 0.8.593-592 PLAT. , , 45 Steve Gooch Consulting Geologist 19 D.8.377-3',P AT-, , �'' Oliver�. I � r r� 703 OliCreek Road 0.8.350-574 A1' �, i3 RESIOUE• 24.99+/- AC. ;/ Troy,Virginia 22974 (BY DEDUCTION FROM Al f3 I TAXATION RECORDS),/� Ste, Stephen C. Brich, P.E. Commissioner COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION 1601 Orange Road Culpeper, V rgmia 22701 October 03, 2018 County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Attn: Tari Kanellopoulos Re: SUB -2018-00163- Joann Maupin- Family Subdivision Plat. Review# 1 Dear Ms. Kanellopoulos: The Department of Transportation, Charlottesville Residency Transportation and Land Use Section has reviewed the Joann Maupin- Family Subdivision Plat, dated August 17, 2018 as submitted by Roger W. Ray & Associate Inc., and find it to be generally acceptable. A VDOT Land Use Permit will be required prior to any work within the right-of-way. The owner/developer must contact the VDOT Charlottesville Residency Land Use Section at (434) 422-9399 for information pertaining to this process. If you have further questions, please contact Willis C. Bedsaul at 434-422-9866. Sincerely, �40�" � Gig del t"' Adam J. Mo e, P.E. Area Land Use Engineer VDOT - CharlottesvilIe Residency VirginiaDOT.org WE KEEP VIRGINIA MOVING COMMONWEALTH of VIRGINIA In Cooperation with the Thomas Jefferson Health District State Department of Health 1136 Rose Hill Drive Phone (434) 972-6219 P. O. Box 7546 Fax (434)972-4310 Charlottesville, Virginia 22906 November 7, 2018 Tori Kanellopoulos Department of Community Development Division of Zoning and Current Development 401 McIntire Road Charlottesville, Virginia 22902-4596 ALBEMARLE. CHARLOTTESVILLE FLUVANNA COUNTY(PALMYRA) GREENE COUNTY (STANARDSVILLE) LOUISA COUNTY(LOUISAI NELSON COUNTY (LOVINGSTON) RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite Sewage Systems as part of a division of Tax Map 101 Parcel 20D located in Albemarle County, Virginia. Dear Ms. Knellopoulos: On September 12, 2018, 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, 1 Josh Kirtley Environmental Health Technical Consultant Thomas Jefferson Health District