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Home My WebLink AboutSUB201900026 Assessment - Environmental 2019-03-02 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 March 2, 2019 Mr. Andy Reitelbach County Of Albemarle Dept. Of Planning and Community Development 401 McIntire Rd Room 227 Charlottesville, VA 22902-4579 Re: Proposed Drain Field Sites Lots 1 and 2—A Division of Tax Map 56-30 Lots 1 and 2—A Division of Tax Map 56-31 Lots 1 and 2—A Division of Tax Map 56-32B Albemarle County Dear Mr. Reitelbach: Enclosed are three (3) copies of the soils work associated with the proposed drain field sites for each of the above-referenced properties. We request that you forward two (2) copies of each report 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. h—e-fb-Q-- ?Prrik-- Steve Gooch Encl. RECEIVED MR 04 imq COMMUNITY DEVELOPMENT 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 Kenneth W.Wood,Richard L.Wood and Grayson C.Wood Phone Mailing Address 811 Ribaut Rd. Phone Beaufort,SC 29902 Fax Developer/Agent Steve Gooch Phone (434)531-0487 Mailing Address 703 Oliver Creek Road Phone Troy,VA 22974 Fax AOSE Steve Gooch Phone (434)531-0487 Mailing Address 703 Oliver Creek Road Phone Troy,VA 22974 Fax Directions to Property: From Charlottesville I-64 West to Crozet exit,right on Rt.250,right on Miller School to 51 Miller School Rd. on left Name of Proposed Subdivision Tax Map 56-30 Other Property Identification Dimension/Acreage of Property 4.142 Ac. Number of lots proposed 2 Proposed water source(note:new or existing,public or individual) existing,new,individual General size of lots 2.114 Ac.and 2.028 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 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 Commonwealth �T y.Virginia VDH Use Only I irginia Heap Department Mt/ 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. I. 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 ofrequestor Date OSE Form F Revised 7/02/09 Soils Study for Drain Field Sites Lots 1 and 2 A Division of Tax Map 56-30 Albemarle County SUB201900026 Prepared for: Kenneth W.Wood,Richard L. Wood and Grayson C. Wood 811 Ribaut Rd. Beaufort, SC 29902 Prepared by: Steve Gooch Consulting Geologist, Inc. 703 Oliver Creek Road Troy, Virginia 22974 March 2, 2019 Page 1 of 6 OSE/PE Report for: Construction Permit F1 Certification Letter Subdivision Approval Property Location: 911 Address: 51 Miller School Road City: Lot 1 Section Subdivision GPIN or Tax Map# 56-30 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Kenneth W. Wood, Richard L. Wood and Grayson C. Wood Street: 811 Ribaut Rd. City:Beaufort State SC Zip Code 29902 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 3/2/19 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): nstruction permit certification letter subdivision approval be(select one)issued denied U OSE/PE Signature ; 0r�- Date 3/Zjl/f l7c _ ztss6 Soil Profile Reserve Drain Field Lot 1 A Division of Tax Map 56-30 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group A 0-4 A Brown (7.5YR 5/4) clay loam, friable 3 4-40 Bt Red (2.5YR 5/8) silty clay loam, firm 3 40-60 Cl Reddish yellow(5YR 6/8) sandy clay loam, friable 2 60-84 C2 Reddish yellow(7.5YR 6/8), yellowish brown (10YR 5/8) 2 sandy loam, friable B 0-8 A Brown(7.5YR 5/4) clay loam, friable 3 8-24 Bt Red (2.5YR 5/8) silty clay loam, firm 3 24-46 Bt2 Light red (2.5YR 6/8) clay loam, friable 3 46-81 C Brownish yellow(10YR 6/8) sandy loam, friable, gneiss 2 fragments below 76" 81- R C 0-7 A Brown(7.5YR 5/4) clay loam, friable 3 7-29 Bt Red (2.5YR 5/8) silty clay loam, firm 3 29-48 CBt Reddish yellow(7.5YR 6/8) loam, red (2.5YR 5/8) clay 3 loam, friable 48-84 C Brownish yellow(10YR 6/8) sandy loam, friable 2 D 0-6 A Brown(7.5YR 5/4)clay loam, friable 3 6-31 Bt Red (2.5YR 5/8) silty clay loam, firm 3 31-47 CBt Reddish yellow(7.5YR 6/8) loam,red(2.5YR 5/8) clay 3 loam, friable 47-84 C Brownish yellow(10YR 6/8) sandy loam, friable 2 E 0-6 A Brown (7.5YR 5/4)clay loam, friable 3 6-38 Bt Red (2.5YR 5/8) silty clay loam, firm 3 38-48 Bt2 Light red (2.5YR 6/8)clay loam, friable 3 51-84 C Yellowish brown (10YR 5/8) sandy loam, friable 2 Page of Co Appendix 2 Soil Summary Report GENERAL INFORMATION Date 11/23/18 Submitted to Albemarle County Health Department Applicant Kenneth W. Wood, Richard L. Wood and Grayson C. Wood Telephone Number Address 811 Ribaut Rd. Beaufort SC 29902 Owner same Address same Location 51 Miller School Road Tax Map 56-30 Subdivision Block/Section Lot 1 SOIL INFORMATION SUMMARY , �ie5e e. O ,u< ),ie Q 1. Position in landscape satisfactory? rX Yes p No Describe shoulder 2. Slope 6 % 3. Depth to rock or impervious strata: Max. 84"+ Min. 81" None 4. Depth to seasonal water table (gray mottling or gray color) IX No r Yes inches Free water present lX No F Yes range in inches v. Soil percolation rate estimated X Yes Texture group I II Ill IV No Estimated rate 45 min/inch 7. Permeability test performed r Yes IX No If yes, note type of test performed and attach I-x Site Approved: Drainfield to be placed at 60" depth at site designated on permit. P Site Disapproved: Reasons for rejection: 1. f Position in landscape subject to flooding or periodic saturation. 2. I— Insufficient depth of suitable soil over hard rock. 3. f— Insufficient depth of suitable soil to seansonal water table. 4. f Rates of absorption too slow. 5. n Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. (— Proposed system too close to well. I— Other Specify (attach additional pages if necessary) Po- y do G 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, 11k6nly the reserve area(check one)for Lot 1 -A Division of TM 56-30 Design Basis Total length of available area: 100' Total width of available area: 50' Estimated Perc. Rate: 45 at 60" in.(depth) Number of bedrooms(or GPD): 3 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: 344 Total trench bottom area required: 1376 Area Calculations Number of trenches 5 Length of trenches: 95' 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 36' Total trench bottom area provided: 1425 The required width is calculated by multiplying the center-to-center spacing by one less than the number of trenches and adding I 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 pcid)4 5-of C • PROPOSED OR ID pet FLAO MAp(Er1- PROPOSED DRAIN FIELD tam WELL(3$) (PER AFT'ON SOIL CONSULTING, • es% SEE HEALTH DEPT.APPROVAL. ORNW IC.0 PIN FtAO MANKCP----.....„. I.FrrEll I If2O/I11) ND TEST®OK •1f • 1.0T 1` • t\\\ � NI ilAO y IV BOW 10 PO RAO MMIIER PROPOSED PRIMARY - 'if. `__- i EXISTINGDRAIN FIELD ` r -' '� j /' fit?'SE TIS1 DORE 'PRtkt>PtED \.., \!XIS LNG ' HOUSP; 1 1 WELL nk.~EXISTING SEPTIC' TAX MAP S6 3211 'TANK(APPROX.) N I., r I.f12 t)KAINAGF;I;W A{.Y IAil ato p ttt RVE tA? -- -- TEST 1(1 DRAIN I+IELD ._.G �'�''�p� TCST 1K EXISTIN(.DRAIN 1 T 10- ,. - FIELD(APPROX.) J EST I1WIE ---- Y....PRtNKIWFD • WELL(1N) ..✓ 1 TEST FIORE SO tin.2 -- Tr RARE IA 1�._.__ . . . •• I PROPOSED RESERVE DRAIN FIELD ` PR Ft WIRER TEST OM It j 1 / ^�; ` \�` LEST BOWI i , PROt*U;�i1�D TEsr Nit \% TAX MAP 36-30 i / / i // 1 HOUSE EXISTING / • ORAMIFIEID FtAO �)�/ ,/ pip poi i,/ / � II ,/ 1 PROPOSED DRAIN FIELD SITE EXISTING M�� \ %/ '/ I/ // ` ( I'rOIV S()tt,CONSULTING,INC.) NEE HE ALTH DEFT.APPROVAL. WELL — / / /. I l�,.k''�'-• I.FTI'ER II/xM1R) LrXI!IT'NG DRAIN �'.` ,.___ FIELD !___- �-''- (n IIOX UNTOWARD) (WMIP1c,D RRFu0 PROPr)xFn --- HOUAi: / / / j % / Scale 1"= 100' `►- Soil Profile Hole F4 P i /; / // 144"4"/""a'°''" House, Well and Drain Field Sites Lot 1 A Division of Tax Map 56-30 Albemarle County,Virginia Steve Gooch Consulting Geologist 703 Oliver Creek Road Troy,Virginia 22974 Pev-- 6 6 • �,9AA Ingot") a7`II� w11 700HOS H 1 (5£9 HS/ all i-- wrilul 4�1�) "- I - c s —�� m' AA (( •-- ,, .. i i AI i go al " � 1 ��11 -t► 1�1 R" t�8 /4 --._____ i c") g' \ 1 ---.___ U. g 3/.50, t.1 bJ • ?-',', /*-4. Ch P. It I rg / as , 'SA, ..Nts It a4 /, �� ColV // ,, \ . ,/' �1� C'4jll�ti4, ./ `\ , •,,1 STATE PLANE NORTH d .' r�+ ®i z 4-- 4 = ,/ '" __ / NAD 89 (VA SOUTH ZONE) _., VI?�q PROJECT PLAT SHOWING • TITLE: REVISIONS: Tin NO. DESCRIPTION DATE SUBDIVISION OF ROUDABUSH,GALE&ASSOCIATES,INC. C TAX MAP PARCEL 56-30 ,8UJR VEV RS AND LAND PLANNERS NNERSc 11IRE HAIL Dl31Af(T,AL aE COMIY,VA �� AfrRVINOVlONAN!OOfRNOIAfTfO•MW •, '� SHEET TITLE: M1 IpN7 ..O I0AD-QMKGTTEI.18.WOW,MN 1 g SUBDIVISION SCALE DRAMBY PHONE gHT7-0IC!•PAX MIYMAMO KCW RON Lot 2 A Division of Tax Map 56-30 Albemarle County Drain field site identified by Afton Soil Consulting, Inc. and approved by Albemarle County Health Department in letter to County of Albemarle Department of Community Development dated November 20, 2018. • N /it e a morons omma.At ars !'i1DlKliQIRIANM /WM WELL Pal PM Alt s,SOOOPOUL • ♦/ ma iii6A TO ii IP Arri tovAL • VA10 WIC ♦ AN-` LOT i _ , OR MAC • \ s' .- OW it RI ilAO ifHM _- . .i� �`''°nu"'r - _ .1 0 "°Weis TAX MAl'lA.us TARE OPIUM) • --c---C"' �'-'""r LOTS witAssAGS IOWA" -a PRO,•M� � i :, i1E , '--. 11001111MB MAIN �`fif RRl/Y) CO M"-Y�_l� / — -• RR C / f�` i 0.10110101111100 fifif• LOT2 .. $rsiifE 1 1 SRAM#fif i! `\�% AI sas won LOT \ lir, _, t ♦ ! ! / ! 11311:01 ex11%.1k _. TAX NAP R+R f ! II j 1 . II I i�EW4CA:6\ ♦ i� i I i i! i Hi moroste www Hosing i!O[�! ! i s t , aRAFRON iI. XINGJR .. iI,% i / , SCR i•'ALThl T APPROVAL Rill. -?MOM= - I / f •••• Milt lVsnf - ----_ric°31rIG MA14 MEM WELL .) I MKIIMIC / � � • � i i LOT i I I ! ! , „ TAX MAP NM / t I I / t ii�Y! • ibE/C I 1 SRAM MUD - i • t •' i s f Ni a Wan ! 1' 1I !sole<Rii SITE t f i i : ` i1lIE• 14t t O�Aiil�ttWLQOlrM/NC,RIC) 11 1 1 1 .,`; L T2 1 ; i MIR 'ltiHtt APPROVAL f 1 1 ♦5- ♦ iii 1 1 ` • tiT1�lVs1lq t 1 ! �.. lilM� i • ! I.< .• ♦ > WIC IT • t RI RAs if1i 1 i ♦. . ruarallED v -• am• \----. mariONE• . maw WEL, co i \ -. , r 1w • Ql� Scale 1"= 100' a-Soil Profile Hole : ! House,Well and Drain Field Sites Lot 1 and 2 A Division of Tax Map 56-30 Albemarle County,Virjiinia Steve Gooch Consulting Geologist ' , 703 Oliver Creek Road Troy,Virginia 22974 .