No preview available
HomeMy WebLinkAboutSUB201400086 Approval - Agencies 2014-08-14 o1 *Awl / o Ca Nt f e�BIDB Te'�"' J V6Cr d Ntuily COMMONWEALTH of VI I" GINIA In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE �� FLE COUNTY State Department of Health COUNTY NA (STANARDSVILLE) ) GREENE 1138 Rose Hill Drive LOUISACOUNTY(OUISA) Phone(434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGSTON) Fax (434)972-4310 Charlottesville, Virginia 22906 June 30,2014 J.T.Newberry,Planner County of Albemarle Department of Community 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 1C located in Albemarle County,Virginia. Dear Mr.Newberry: On May 29,2014,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 Depaihnent 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; OSE#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, 4, 4. Travis T. Davis Environmental Health Specialist, Sr. Nolaw J$`�'i"liiin flRV -1D Environmental Health Services J N 0 4 2014 C:./'uViS 1\aviS COUNTY OF ALBS Department of Community Deve opm 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 Date: 5/29/2014 f` f,„ , Rim Teresa Batten ` : Nli Virginia Department of Health Y. f' 1138 Rose Hill Drive Charlottesville, VA 22906 Regarding: Project Name: SUB 2014-00086 Westerman Division—Rural Date Submitted: 5/28/14 Dear Ms. Batten: The County of Albemarle has received application to develop/subdivide Tax Map 101 Parcel 1C. This project requires Health Department approval prior to receiving final County approval. The applicant has provided a soils report, which is attached. Please review the proposal for suitable subsurface drainfields that comply with the provisions of Chapter 18, Sections 4.2.2, 4.2.3, 4.2.4, and Chapter 14, Section 310 of the Albemarle County Code. Please contact me if you have any questions or comments. Sincerely, J.T. Newberry, Planner County of Albemarle Department of Community Development Division of Zoning and Current Development 401 McIntire Road Charlottesville, VA 22902 jnewberry@albemarle.org (434)296-5832, ext 3270 phone 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 May 26, 2014 Mr. Bill Fritz County Of Albemarle SUS.20 i k od d Dept. Of Planning and Community Development 401 McIntire Rd Room 227 Charlottesville, VA 22902-4579 Re: Proposed Drain Field Sites Lot B A Division of Tax Map 101 Parcel 1C 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. 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 Theodore S.Thomas and Rosalind E.Westerman Phone (434)531-8514 Mailing Address 2449 Dudley Mountain Road Phone North Garden,Virginia 22959 Fax Developer/Agent Steve Gooch Phone (434)531-0487 Mailing Address 703 Oliver Creek Road Phone Troy,Virginia 22974 Fax AOSE Steve Gooch Phone (434)531-0487 Mailing Address 703 Oliver Creek Road Phone Troy,Virginia 22974 Fax Directions to Property: From Charlottesville take Old Lynchburg Road,right on Dudley Mountain Road to property on left at 2449 Dudley Mountain Road Name of Proposed Subdivision Tax Map 101-1C Other Property Identification Dimension/Acreage of Property 44.3 Ac. Number of lots proposed 2 Proposed water source(note:new or existing,public or individual) existing and new,individual General size of lots 21.034 Ac.,23.272 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 pose of processing this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite �lfil Evaluator(AOSE)or a Professional Engineer(PE)as necessary until the sewage disposal system has been constructed and approved. 1+-e.U4- q7Y/Iti Signature of Owner/Agen Date Commonwealth of Virginia Health Departm VDH l�a Only Application for Subdivision Review Due Date fir. (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) Now Igor Name and title of requestor Date OSE Form F Revised 7/02/09 Soils Study for Drain Field Sites Lot B A Division of Tax Map 101 Parcel 1C Albemarle County Prepared for: Theodore S. Thomas and Rosalind E. Westerman 2449 Dudley Mountain Road North Garden, Virginia 22959 Prepared by: Steve Gooch Consulting Geologist, Inc. 703 Oliver Creek Road Troy, Virginia 22974 May 24, 2014 Page 1 of 6 OSE/PE Report for: Construction Permit I Certification Letter n Subdivision Approval I v Property Location: 911 Address: 2449 Dudley Mountain Road City: Lot B Section Subdivision Thomas/Westerman Property(TM 101-1C) GPIN or Tax Map# 101-1C Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Ted Thomas Street: 2449 Dudley Mountain Road City:North Garden State VA Zip Code 22959 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State Virginia Zip Code 22974 PE Name: License# Address City State Zip Code Date of Report 5/24/14 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. INThe 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): construction permit❑ certification letter subdivision approval 51 be(select one)issued Q denied❑. OSE/PE Signature Date 51 Ztf/it 1)Q 2 c&& Soil Profile Lot B A Division of Tax Map 101-1C Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group A 0-4 A Brown(7.5YR 4/2) clay loam 3 4-48 BC Yellowish red(5YR 5/8) clay loam and yellowish brown 3 (10YR 5/6) sandy loam 48-84 C Yellowish brown(10YR 5/6) sandy clay loam 2 B 0-3 A Brown(7.5YR 4/2) clay loam 3 3-50 Bt Red(10R 5/8) silty clay loam 3 50-84 BC Yellowish red(5YR 5/8)clay loam 3 C 0-6 A Brown(7.5YR 4/2)clay loam 3 6-45 Bt Red(10R 5/8) silty clay loam 3 45-84 Bt2 Red(2.5YR 5/8) clay loam 3 D 0-4 A Brown (7.5YR 4/2) clay loam 3 4-35 Bt Red(10R 5/8) silty clay loam 3 35-84 BC Yellowish red(5YR 5/8) clay loam 3 E 0-6 A Brown(7.5YR 4/2) clay loam 3 6-40 Bt Red(10R 5/8) silty clay loam 3 40-84 Bt2 Red(2.5YR 5/8) clay loam 3 F 0-6 A Brown(7.5YR 4/2) clay loam 3 6-40 Bt Red(10R 5/8) silty clay loam 3 40-84 Bt2 Red(2.5YR 5/8)clay loam 3 G 0-5 A Brown(7.5YR 4/2) clay loam 3 5-40 Bt Red(1OR 5/8) silty clay loam 3 40-84 CB Yellow(10YR 7/8) clay loam and red(2.5YR 5/8) silty clay 3 loam H 0-3 A Brown(7.5YR 4/2)clay loam 3 3-50 Bt Red(10R 5/8) silty clay loam 3 50-84 BC Yellowish red (5YR 5/8)clay loam 3 Page 3 of Appendix 2 Soil Summary Report GENERAL INFORMATION Now Date 5/24/14 Submitted to Albemarle County Health Department Applicant Ted Thomas Telephone Number (434) 531-8514 Address 2449 Dudley Mountain Road North Garden, VA 22959 Owner same Address same Location 2449 Dudley Mountain Road Tax Map 101-1C Subdivision Block/Section Lot B SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? x Yes No Describe side slope 2. Slope 17 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table(gray mottling or gray color) X No Yes inches 5. Free water present X No Yes range in inches . Soil percolation rate estimated X Yes Texture group I II 111 IV No Estimated rate 70 min/inch 7. Permeability test performed Yes X No If yes, note type of test performed and attach X Site Approved: Drainfield to be placed at 60" depth at site designated on permit. Site Disapproved: Reasons 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 seansonal water table. 4. Rates of absorption too slow. 5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. Proposed system too close to well. 7. Other Specify (attach additional pages if necessary) y dF--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. Now This abbreviated design covers the O'primary and reserve area, ❑ only the primary area, ❑ only the reserve area(check one)for Lot B —A Division of TM 101-1C(Property ID). Design Basis Total length of available area: 160' Total width of available area: 85' Estimated Perc. Rate: 70 at 60" in.(depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Pum 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: 544 Total trench bottom area required:_4352 Area Calculations Number of trenches 20 Length of trenches: 75_— ' Width of trenches: 3' Center to center spacing: 9' Reserve required? Yes Percent reserve area required: 100 Total width of absorption area required 85' Total trench bottom area provided: 4500 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 S a 4 _ a' §wa , lA G Ab 1 ill li i i 1 E ,, A A I I li't x 0 iinuuiliuiii iiiiiiiiIui i 33 a1s U3 0t5 ° w w �+ ° f as .- � `� , . OR p ... Inx � / 1 L - - - N C F0 U $ • z ou S�hIJ y N 17,-,‘,,v.--A„ • c uj �O ~� U 0 ccn tO C4 — — per., co •�VD 5 a �` . 42 1OEit o , D' ' c� O �► ,�� pct 111 .a :.H; �0.it �.w�ia+ „r'aw „. k z �1 C/� r�•� ^�' r 5 �5 s' r�.. ei°, f ., r L . ab fj ,I " O �1 O �y r�dl •..1 �.1 U•4,r,"+ r � r4 s 'ty �?fi+ _ '}� i�•1 p �1 CCS t =i• t- Rr%•��,> "� +- _. "' srrs^ �i •ri ^ .C4 V ,tea Z ' y+e*' ":'-lam'_' -Y.t.-" 1 F i R LL e�0' -- '-.,3 , zip. �- v ,• J ' "7" o 1' a f ✓dt '� ' '" ( 7 : Ys w Z ill° m" o , w ;,E � y Z 'i "-,y ,L 3 N 1 a. fi W W tz . + LL dmN { y d g � F Axo2 � LL u° r°44 o 1.4 4t rff3 0 rail m.• m3 Z W i Q W ° 661* N ; W < — c% 0, oS Fi S __ _._ r ,....... 1 I le cti`■ Pcielz. , 3.1 , op, .... Jr.., • A '4 li 11442k44 * 4 Its, 4' , v,-- / LOT B -11700Seel rY",:419' a/ Sit4) / - .. ,. , •-.4'`N■64 s'et,, *orwe 1' 1 / i NN v . . . ,- t' "r"Vi ,, •. ,Z.7: SittPl N* 4 S. / \4 4 14 ...„, , • Scale 1"= 200' - Soil Profile Hole. 2 FT.CONTOURS PROVIDED BY TERRA ENGINEERING AND House, Well and pram Field Sites LAND SOLUTIONS,PC Lot B SOIL PROFILES HdtES LOCATED A Division of T1V1 l 01-1C BY TERRA ENGINEERING AND LAND SOLUTIONS,PC Albemarle County, Virginia ,........ Steve Gooch Consulting Geologist 703 Oliver Creek Road Troy, Virginia 22974 EXISTING SEPTIC SYSTEM RESIDUE TAX MAP 101-1C There is an existing septic system for the existing house that is located on what will be the residue parcel of Tax Map 101--1C. There is a septic permit on file at the Albemarle County Health Department(ID#101-91-450). The permit shows a reserve drain field area. KV Odd �'5!,•>09-”.1.13a � N' �u3t�vw p� w c P m S t it'cco a X° – lA (q k a a iiiiUfltbiI .V. 'a g EG b i mn 6 W F ' rPI 4 Ym c F m m Z N N < a a.g r, zz it, &$ ; $ lb 4" W_ o c m 6 E i w Z r 411 - v 5a °c°EQV�$3*°0 .52§c f � y 9YJ 4r B S �T m I x`y� E�-o-_ °a�a °a g :7 y� Q q a-cSmma@ mS y�y��e 's � 9 N J4 cxd $. E .I.%� Stemrs$5 ►$°g°. J n o c 8 m m o :1�°g u�E 3a�s a m8���s � 0 _ dr� o 0 0T t! z8 mgt $ -t3 2- 3..m c$ a u'S o '� n o a '5 g .E -a" f Uw' n'2 va:ga . m.n !*IIijiiii1JiI! inithi!fl° W w p z f o m r mw-- a s m m b $ N. m I, g 6 z z Z ow S 0 h p n m w s 0U pmran° o a 6 re w� m p az � N m oc 0 z z w Wm W a) j f N N N 0.•r a.1c FL m LLG• ' W W"aomo rw 3 F U a_ w Z OFFW � p w p w m ° g . zfr WwW W = jO o S . . 0 .- EU a6~ Ps- > �- 0w E-9m- 30 ?0 se I rcwow �� m ° 9 g r g sLL m> to 0 i¢ 6 r; E boo � 61 s a � �K xi it off.. ?z i ?3LLO ` . Jo ° � . p 2..0 aa> �� RI W 2 5 =f a U V c o-1 °d Oi:iii; rooFZ r a roo FF� rf�i � �Q� ;o mod ' ' �d`0' V cA 6 � g O!-a ow oo zmc3 rm z� rc mo �m zz bp 4.1 o o C' (1.) r I – a m ti •O N' r–• •••••• .■I" cy� Z - Q d g z di E ° �S a�' m to / m a m ° E a LL F I E ?C r-1 �. n/ 1- c 'r m G. K r ¢ K r• al 4"r o n ,-+.: , U t , s` � r u ? Ib M Z - 0 ',••i So r t r y m �� *n•�\�\ \ mod' _ N oTor i , ,7i `a !. 3I�µy ``'►�,.s vv:- O 1 rsf o~ a r .4„, v ,7 1" S `y. r. 'flJ�i W `V JL!! LI V1 l's- ,,., 4°4/0 I yr 4� g i a m r m_ `n W '49L-1 a 4V li U � d �MM ' O a, 40+8 � -Q { z0m2Q 5 N S Ur J<cc Z O n d 0 VI n`., ZOW W U.. V E a a §pWm�HQ= m zm (.V\ 4- O_-03Stod m m w �dN 5 A 33d'� ,cc I- �" m rn Z o c..',8 � m ran a t'':1 2 g7` 7.4;:. '' 'w c°Dy m m fn W tq W a 2 w m a adnon o gym ' Ff�r H N 0 5a 4 d"'w W m > o0 3 �rci22 co m > :�a _.0 o LL u5e� v" uwj H pQ� b oLL g Q E w �' FrA w -,d� r a 1 N N ;L CO D0U OJ o 4 z 4 z E �-y C1r LLa o "� m' mz° �C a __ I I —