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HomeMy WebLinkAboutSUB201500003 Approval - Agencies ,k, olg. EDD ..• FAQ Q COMMONWEALTH 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 February 3,2015 Ellie Carter Ray, Senior Planner County of Albemarle 401 McIntire Road Charlottesville,VA 22902 RE: Review of Proposed Subdivision Plat as part of Tax Map 73-31 D, located in Albemarle County,Virginia. Dear Ms. Ray: On January 22,2015,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 �..r 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. Sincer: , IT St_ 13. o Environmental Health Sp ialist, Sr. Onsite .ewage and Wat Programs J I-'Illl 31til 151 FAO E COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 Date: 1/22/15 Teresa Batten Envfr C Virginia Department of Health stt P Health Servpces 1138 Rose Hill Drive JAN 2 3 201 Charlottesville, VA 22906 r6---0 Regarding: Project Name: SUB 2015-00003 Michael Weber#14254A-Final Subdivision Date Submitted: 1/22/15 Dear Ms. Batten: The County of Albemarle has received application to develop/subdivide Tax Map 73 Parcel 31 D. 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. Should you have any questions or comments please feel free to contact me. Sincerely, &i-LL 0. 2 Ellie Carter Ray, Senior Planner County of Albemarle Department of Community Development Division of Zoning and Current Development 401 McIntire Road Charlottesville, VA 22902 eraynaalbemarle.org (434)296-5832, ext 3432 phone (434)972-4126, fax Steve Gooch STEVE GOOCH spgooch.geologist @gmail.com CONSULTING GEOLOGIST, INC. Phone: 434-531-0487 703 Oliver Creek Rd. Troy, Virginia 22974 January 17, 2015 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 Sites Lot 2 A Division of Tax Map 73-31D 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. fie-( — hey-64_ Steve Gooch Encl. Commonwealth of Virginia VDH Use Only Health Department ID# Application for Subdivision Review Due Date ge 1 of 2 to be filled out by the Owner or Agent) 1.311()Iddil The David Carl Weber Trust c/o Michael Weber,Trustee Owner � Phone Mailing Address 1855 Westview Road Phone Charlottesville,VA 22903 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 Ivy exit,left on Dick Woods Road,right on Dry Bridge Road to 55 Dry Bridge Road on right Name of Proposed Subdivision Tax Map 73-31D Other Property Identification 55 Dry Bridge Road Dimension/Acreage of Property 12.17 Ac. Number of lots proposed 2 Proposed water source(note:new or existing,public or individual) new,existing,individual General size of lots 5.13 Ac,and 7.04 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. 've permission to the Virginia Department of Health(VDH)to enter onto the property described during normal business hours for the log-pose 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. , '�er/k at-7/pc Signature of Owner/Agent Date Commonwealth of Virginia HealthDepartmeennt Only 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. 1. Review for conformance with the Sewage Handling and Disposal Regulations 2. Review for conformance with local onsite wastewater ordinances 3. Other(describe below) Nosy Name and title of requestor Date OSE Form F Revised 7/02/09 NOM E. Soils Study for Drain Field Sites Lot 2 A Division of Tax Map 73-31D Albemarle County Prepared for: The David Carl Weber Estate Michael Weber, Trustee 1855 Westview Road Charlottesville,VA 22903 Prepared by: Steve Gooch Consulting Geologist,Inc. 703 Oliver Creek Road Troy,Virginia 22974 January 17, 2015 Page 1 of 5 OSE/PE Report for: Construction Permit Fl Certification Letter n Subdivision Approval Property Location: 911 Address: 55 Dry Bridge Road City: Lot 2 Section Subdivision GPIN or Tax Map# 73-31D Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: David Carl Weber Trust Street: 1855 Westview 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# Noir Address City State Zip Code Date of Report "7115 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. [71 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): construction permit❑ certification letter subdivision approval 0 be(select one)issued denied 0. OSE/PE Signature ' e A t '7Z Date I 1'/ Soil Profile Lot 2 A Division of TM 73-31D Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-4 A Brown(7.5YR 5/4)clay loam 3 4-38 Bt Red(10R 4/8) silty clay loam 3 38-56 Bt2 Red(2.5YR 5/8)clay loam 3 56-84 C Reddish brown(5YR 5/4) sandy loam 2 2 0-4 A Brown(7.5YR 5/4) clay loam 3 4-16 BE Reddish brown(2.5YR 5/4) clay loam 3 16-34 Bt Red(10R 5/8) silty clay loam 3 34-72 Cl Yellowish brown) (10YR 5/8) loam 2 72-84 C2 Light red(2.5YR 6/8) clay loam 3 3 0-4 A Brown(7.5YR 5/4) clay loam 3 4-14 BE Yellowish red(5YR 5/8)clay loam 3 14-40 Bt Red(10R 5/8) silty clay loam 3 40-66 BC Red(2.5YR 5/8) clay loam and yellow(10YR 7/8) loam 3 66-84 C Yellow(10YR 7/8) loam 2 4 0-3 A Brown(7.5YR 5/4) clay loam 3 3-12 BE Yellowish red(5YR 5/8) clay loam 3 12-48 Bt Red(10R 5/8) silty clay loam 3 48-84 BC Light red(2.5YR 6/8)clay loam and yellow(10YR 7/8) 3 loam 5 0-3 A Brown(7.5YR 5/4)clay loam 3 3-15 BE Yellowish red(5YR 5/8) clay loam 3 15-45 Bt Red(10R 5/8) silty clay loam 3 45-67 Bt2 Red(2.5YR 5/8) clay loam 3 67-84 C Light reddish brown(5YR 6/4) loam 2 6 0-3 A Brown(7.5YR 5/4) clay loam 3 3-10 BE Reddish brown(2.5YR 5/4) clay loam 3 10-48 Bt Red(10R 5/8) silty clay loam 3 48-70 CB Brownish yellow(10YR 6/8) loam and red(2.5YR 5/8) 2 clay loam 70-84 C Brownish yellow(10YR 6/8) loam wr. Page 3 of 5 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 1/17/15 Submitted to Albemarle County Health Department Applicant David Carl Weber Trust Telephone Number Address 1855 Westview Road Charlottesville,VA 22903 Owner same Address same Location 55 Dry Bridge Road Tax Map 73-31 D Subdivision Block/Section Lot 2 SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? IX Yes 1- No Describe side slope 2. Slope 11 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table(gray mottling or gray color) iX No r Yes inches Free water present IX No Yes range in inches 6. Soil percolation rate estimated 1X Yes Texture group I II II IV No Estimated rate 55 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. r 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. Other Specify (attach additional pages if necessary) fcyd�� 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 Primary and reserve area, ❑ only the primary area, ❑ only the reserve area(check one)for_Lot 2 —A Division of TM 73-31D(Property ID). Design Basis Total length of available area: 100' Total width of available area: 106' Estimated Perc. Rate: 55 at 60" in.(depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Gravi Distribution method (specify): Gravity 3c Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required: Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom:,412_ Total trench bottom area required: 3296 Area Calculations Number of trenches 12 Length of trenches: 100' Width of trenches: 3' Center to center spacing: 9' Reserve required? Yes Percent reserve area required: 100 Total width of absorption area required 102'_ Total trench bottom area provided: 3600 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 - - - - ice.13.3531-58=.x; - IRON pa 5, 4 C)) x.67. FOUND 5 e 3 o^58"W t IRON 76.tO'42 E ;3 ' FOUND . FEE CQ r _-'. i,,4)45Z• .9 n _ - \ ' TOWER ; vi‘ ` 1 _1,, 9p ; --� \`� ,' POLE '2tc` °� 1� `- 50'X 50' G' ;m c's )NCRETE tP' R; ` LEASE AREA Cj11- : O. IGHWAY.,,, ` �, (D.B.3531-580) o )NUMENT 6'32 52"W + (D.B ALLTEL LEASE 2066-391, 394 DEA '. ' " SC.) y i3 08 i9 E CONCRETE FLAG _ F 20.00' IRON HIGHWAY FUG SET MONUMENT HIGHWAY ■ ---TFOUND ` - �• O 1"W 3.97' \ •----�-- Dp infi.�' . _ ` ~--FLAG- 16 �PDtn8R1►� e ) N27'17'13"W -- ., o.- -, !48.48' IR0 2e3 .�; ,r. �■SET ,�sue,,. PSEPTIED : ,,.�yy,,,, \` 1(...0 °RAA °-D I a� •itG N85 '53' 10"E N24 53'52'W �` 25.00' 2 72.38' IRO ' %SET : 1` �� Proposed Well :x IRON FUND FOUND ■ IRO SOT 2 xF x sET 7. 04 ACRES N38'14'20"W �:1, 10.46' SET cs) 01 Scale 1"= 100' •- Soil Profile Hole \ 0,,. -'' 0 House,Well and Drain Field Sites pi9- �� Lot 2 '\ -n A Division of Tax Map 73-31D `SET ., �n to Albemarle Coun ,Virginia Steve Gooch Consulting Geologist \ 703 Oliver Creek Road EXISTING IRG Troy, Virginia 22974 GRAVEL SE' ENTRANCE 1 1- s 35Q. STATE ROUTE 708 \ 0;4,. i'? (40 'R/11) `` 6a'3 • D.6.504-100 ` N __ DRY BRIDGE ROAD • \ IRON ' SET . : . \ \ LCI T 4 cA. I i ,o) �p8 i o ?040 ' F'rl X co/.ri I. 0 /� Fq I N � �CF m m /� � � I ©T I Z i I N643 7 36"E X 350.71 ' / 1:70/v 7. 1 < • I . I30� b 9 FS 00 w 5,x•- - �rS'S n: n' dFp �: n yo9 i � 4?1 � m rn m O F 7././As Nq T I �4 ,yj : c tl , ~' . PAGE OF 2 Sewage Disposal System Construction Permit 'ommonWealth of Virginia - --. Health Department ' D _ ci 6--fo d epartment of Health :s 0 Identification Number ./ 7) !/ti .:ti 1 Health Department Map Reference 9f — ,F D— l n ?' rf• •vn�r•� yi General Information New ❑ Repair ❑ Expanded ❑ Conditional ❑ FHA ❑ VA 0 Case No. /e Based on the application for a sewage disposal system construction permit filed in accordance with Section 3.13.01, a construction permit is hereby issued to: Owner 40.40,i V-e 75 P Telephone Address iPT, r A ' /6..0 c)4 /74.l //l. `/ , 7 For a Type • Sewage disposal system which is to be constructed on/at y?- r'_ ) Q Pa `7- c r /. p'' •1 4 g G U r .?n n• it ir• s"--4 c✓l /ca! I. '' Subdivision '��� Section/Block —3./� Lot "--".7/'- Actual or estimated water use fe +t?<; P1 (----" •- DESIGN NOTE: INSPECTION RESULTS�. Water supply, exl�(describe) Water supply location: Satisfactory yes la no ❑ comments To be installed: class l i G.W.2 Received: yes ❑ no CI not applicable O cased /in I grouted � V 1 ./ : Building sewer , / Building sewer: yes si no ❑ comments 1.D. PVC'40, or equivalent./ Satisfactory Slope 1.25'Lper 10'(minimum). . ❑ Other _!ti I , if _ / i Septic tank: Capacity ' S 1, gals. (minimum). Pretreatment unit: yes ii no ❑ , comments Cl Other Satisfactory W.. Inlet-outlet structure:r` Inlet-outlet structure: . yes si�no ❑ comments PVC 40y4'r-tees or equivalent. \ Satisfactory ❑ Other , . Pump and pump station: Pump&pump station: yes 0 no ❑ comments No:,0•- Yes ❑ describe and shown design. Satisfactory •.17/ I%4'- / if yes: - Gravity mains: 3" or larger I.D., minimum-6"fall per Conveyance method: yes,ii no ❑ comments 100'1500 lb. crushh strengthfor uivalent. Satisfactory ❑ Other , Distribution box:t.' l Distribution box: yes ❑ no ❑ comments Precast concrete with ports. Satisfactory ❑ Other Header lines: Header lines: yes-a no ❑ comments Material: 4" I.D. 1500 lb.crush strength plastic or equiva- Satisfactory lent from distribution box to 2' into absorption trench. . Slope 2"minimum. ❑ Other . Percolation lines:' . Percolation lines: - yes'p no ❑ comments Gravity 4" plastic 1000 lb. per foot bearing load or Satisfactory equivalent, slope 2" 4" (min. max.) per 100'. ❑ Other -f.Air '...ei --- • •' . Absorption trenches' • pb��'� `'3—. ' r...:--"Absorption trenches: yes 0 no ❑ comments Square ft.required i :depth from ground surface Satisfactory • to bottom of trench lig"' ;aggregate size ‘I2-Vtom~;_ - • -- _ _ _ Trench bottom slope- -Li t--- w ; ' 1. ' center to center spacing - a ' - -;trench-width '- - Date - '`� 1 1 t !ris acted arid'a roved b Depth of aggregate t" ; l R PP , y: Trench length ' ,...t-.' ;Number of trenches I ' •• t ' . Sanitarian ! '��-- C.H.S.202A Revisal 61M - 1 1-2 I-.--- <,• Health Department C• • Identificat on Number � � –'I.6T - C, y • - %emetic drawing of sewage disposal system and topographic features. PAGE -4 OF 't6iw the lot lines of the building lot and building site, sketch of property showing any topographic features which may impact on the design of the system, all existing and/or proposed structures including sewage disposal systems and wells within 100 feet of sewage disposal system and reserve area. The schematic drawing of the sewage disposal system shall show sewer lines, pretreatment unit, pump station, conveyance sys- tem, and subsurface soil absorption system, reserve area, etc. When a nonpublic drinking water supply is to be located on the same lot show all sources of pollution within 100 feet. ■ t u\The information required above has been drawn on the attached copy of the sketch submitted with the application. CAttach additional'sheets as necessary to illustrate the design. • v IS\ 41, • � XISr,n5 .e"boos e ..4 x(s.71""i5 / *now - ref .../--- \\( f: . l I _ _ _ . .: _ 01 _ — _ ..... P° - - ....... _. _ UU T , FE- r-,L---, vssi— /4"(.." '`' .... - 3° lyoo - - The sewage disposal system is to be constructed as specified by the permit` i, or attached plans and specifications ❑. This sewage disposal system construction permit is null and void if (a) conditions are changed from those shown on the application (b) condi- tions are changed from those shown on the construction permit. No part of any installation shall be covered or used until inspected, corrections made if necessary, and approved. by.the local health department or unless expressly authorized by the local health dept.Any part of any installation which has been covered prior to approval shall be uncov- ered,if necessary,upon the direction of the Department. 4.- • ���Y issued b / /` , '..-% n Oate: y - -, , r -N- 4;7...– This Constructto t Sanitarian Permit Valid until i Date: Reviewed by: • -.. • b-,. . . . Supervisory Sanitarian. -- _-. - - - --_ ',row i t If FHA or VA financing • ._. _ r . .. .... Reviewed by Date _ _ Date , ' - a. Supervisory Sanitarian Regional Sanitarian C.H.S.202E Revised 5184 11-2A • THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, LOT 1 & LOT 2,A DIVISION OF T. M. 73-31D, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNER(S), PROPRIETORS,AND /OR TRUSTEES,IF ANY. 708 DRY BRIDGE MICHAEL JOSEPH WEBER,TRUSTEE OF THE DAVID CARL WEBER TRUST ROAD UNDER DECLARATION OF TRUST DATED NOVEMBER 11,1998 CITY /COUNTY OF XNTERSTATE 6A STATE OF SITE THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED 708 aygALTH of BEFORE ME THIS DAY OF �% DRY DICK WOODS k 2015. BY BRIDGE ROAD FOR REVIEW MICHAEL JOSEPH WEBER,TRUSTEE u OF THE DAVID CARL WEBER TRUST 1190 BRIAN S. RAY UNDER DECLARATION OF TRUST COLSTON Lic. No. 002281 DATED NOVEMBER 11,1998 637 DRIVE DICK NOTARY PUBLIC # RO DS 708 1 1191 MY COMMISSION EXPIRES : NOTARY SEAL TAYLORS GAP RALEIGH MTN.TRAIL suo ROAD APPROVED FOR RECORDATION : AGENT FOR THE BOARD OF SUPERVISORS DATE VICINITY MAP SCALE: 1" = 2000' + /- THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT THE REQUEST OF THE DIRECTOR OF PLANNING. BY PLACING HIS /HER SIGNATURE ON THIS PLAT HE /SHE HAS DEEMED THAT THEY ARE CORRECT AND IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING ORDINANCE IN EFFECT THIS DATE. THESE NOTES ARE NOT RESTRICTIVE COVENANTS RUNNING WITH THE LAND AND THEIR APPEARANCE ON THIS PLAT IS NOT INTENDED TO IMPOSE THEM AS SUCH. ANY REFERENCE TO FUTURE DEVELOPMENT RIGHTS SHOWN HEREON IS THEORETICAL. A. T.M.73 -310 IS ZONED RA(ENTRANCE CORRIDOR). B. LOT 1 IS ASSIGNED TWO DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED. WHEN USED THEY SHALL BE WITHIN THEIR DECEMBER 1980 BOUNDARIES. C. LOT 2 IS ASSIGNED THREE DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED. WHEN USED THEY SHALL BE WITHIN THEIR DECEMBER 1980 BOUNDARIES. D. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE, LOT 1 & LOT 2, EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. E. THIS PROPERTY LIES WITHIN THE SOUTH FORK RIVANNA WATER SUPPLY WATERSHED. F. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE, THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL - FORESTAL DISTRICT. G. SETBACK REQUIREMENTS: FRONT= 75'(ALONG STATE ROUTE 708) SIDES= 25' REAR= 35' H. UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND /OR SEWER SERVICE WILL NOT BE AVAILABLE TO THIS PROPERTY. NOTES: 1. OWNERS,ADDRESS & LEGAL REFERENCES: T.M.73 -31D MICHAEL JOSEPH WEBER,TRUSTEE OF THE DAVID CARL WEBER TRUST UNDER DECLARATION OF TRUST DATED NOVEMBER 11,1998 1855 WESTVIEW ROAD, CHARLOTTESVILLE, VA 22903 D.B.3364 -161, D.B.3364 -160 PLAT, D.B.3364 -157, D.B.2693 -446 & O.B.660 -37 PLAT, 2. BOUNDARY DATA SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY. 3. ACREAGE BEFORE THIS SUBDIVSION PLAT= 12.17 ACRES. 4. TAX MAP 73 PARCEL 31D IS SUBJECT TO THE FOLLOWING: A.A LEASE AGREEMENT WITH VIRGINIA PCS ALLIANCE LLC AS DEFINED IN D.B.3195 -721. B. EASEMENTS TO VIRGINIA ELECTRIC AND POWER COMPANY (D. B. 427-318 & D.B.317 -376) C.AN EASEMENT TO VIRGINIA TELEPHONE & TELEGRAPH COMPANY(D.B.432 -311). 5. TAX MAP 73 PARCEL 310 IS SUBJECT TO THE FOLLOWING INSOFAR AS THEY MAY APPLY: A.AN EASEMENT TO BOARD OF MOUNTAIN WORK AS DEFINED IN D.B.226 -580. B.AN EASEMENT TO VIRGINIA PUBLIC SERVICE COMPANY(D.B.211 -52). 6. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR NOTED HEREON. THIS PROPERTY IS SUBJECT TO ANY ADDITIONAL CONDITIONS, UTILITIES, EASEMENTS AND /OR COVENANTS THAT MAY EXIST. SUBDIVISION PLAT LOT 1 & LOT 2 A DIVISION OF TAX MAP 73 PARCEL 31D THE PROPERTY OF MICHAEL JOSEPH WEBER,TRUSTEE OF THE DAVID CARL UNDER DECLARATION OF TRUST DATED NOVEMBER 11,1998 LOCATED ON STATE ROUTE 7O8(DRY BRIDGE ROAD) SAMUEL MILLER MAGISTERIAL DISTRICT ALBEMARLE COUNTY,VIRGINIA SCALE: 1" = 100' FOR MICHAEL WEBER ROGER W.RAY & ASSOC.,INC. 1717 -16 ALLIED STREET CHARLOTTESVILLE,VIRGINIA 22903 TELEPHONE: (434) 293 -3195 WEBER TRUST 1NDWd0l9AA0 ulNnmoo 5101 c 1 ON SHEET 1 OF 2 14254A GL U LL U) Cn I Q rr z n H a W ® 10'ACCESS EASEMENT (D . B . 2066 -391, 394 DESC . ) N12 °40'58 "W ,, IRON 29.99'\ �. FOUN[ CONCRETE HIGHWAY MONUMENT nF STATE ROUTE 708 VARIABLE WIDTH R/W D.B.430 -254 HWY . P . B . V -44, 45 & 46 CONCRETE HIGHWAY MONUMENT N28 •32' 52 "W- 60.72' N63.08' 19 "E- 20.00' CONCRETE HIGHWAY MONUMENT FOUND - S63 °08'19 "W 3.97' FROM CORNER N27 •17' 13 "W 148.48' T.M.73 -31C KISHORE J.SHAH & SONAL K.SHAH,TRUSTEES OF THE SHAH FAMILY TRUST D.B.3591 -110 D.B.3364 -161 D.B.3364 -160 PLAT D.B.3364 -157 D.B.1890 -587 PLAT 20'WIDE INGRESS /EGRESS & UTILITY EASEMENTS (D. B. 3531 -5$0) IRON FOUND E32561 N�6 1 TOWER yFq ••,� POLE •'? 50'X 50' LEASE AREA (D. B. 3531 -580) .o N 4- ALLTEL LEASE AREA (D . B . 2066 -391, 394 DESC .) ltiF CONCRETE FLAG FLAG •• IRON HIGHWAY 2B1 •'• �- SET MONUMENT ---- - - - - -- �s A \ - LAG 12 Hma Res FLAG ____ 2B5 ____ �•'• ` J. RO 2B3 •'. \ SET 2B4 x PROPOSED \\ ,� DRAAREAELD Z N85'53-10"E 25.0 E N24 '53' 52 "W ` �� �r-' : UL 72.38' \IRO ot� \SET •'':x IRON IRON ` Fro i FOUND FOUND \� nN 9 n XF� CE LOT 2 SET 7.04 ACRES N38 °14' 20 "W IRO 10.46' \SET n \\IRON \SET off` EXISTING GRAVEL ENTRANCE STATE ROUTE 708 (40 ' R /W) D.B.504 -100 DRY BRIDGE ROAD FOR REVIEW SCALE: I" = 100' DATE: DECEMBER 19,2014 GRAPHIC SCALE 1" =100' 0 100 200 300 ROGER W.RAY & ASSOC.,INC. 1717 -16 ALLIED STREET CHARLOTTESVILLE,VIRGINIA 22903 TELEPHONE: (434) 293 -3195 \N S ON \ IRON \ SET O 0 •s• �'• mot' A •. .•'r�yy °o . LOT 1 ��;•'c9 \� 5.13 ACRES _y. Prq \ SEE HEALTH DEPARTMENT • PERMIT ID# SD- 86-304 _ \00513�A 1 -STORY 00 FRAME \ \� IRON ` SET \ N25 °20'22 "W X. % EXISTING 161.43''-- GRAVEL i ENTRANCE 1.83'\ S6A IRON IRON cni wr} Scale I"= 100' . - Soil Profile Hole House, Well and Drain Field Sites Lot 2 A Division of Tax Map 73 -31D Albemarle County, Virginia Steve Gooch Consulting Geologist 703 Oliver Creek Road Troy, Virginia 22974 •1_ i 1 -STOR FRAME SET —PRESCRIPTIVE EASEMENT o\ T.M.73 -31C KISHORE J. SHAH & SONAL K.SHAH,TRUSTEES OF THE SHAH FAMILY TRUST D.B.3591 -110 D.B.3364 -161 O.B.3364 -160 PLAT D.B.3364 -157 D.B.1890 -587 PLAT OVERHEAD -UTILITY LINE - a,Aoo. p• WELL "IRON FOUND -0 M T. M.73 -31A MICHAEL J.WEBER & ALISON P.WEBER D. B. 3259-509, 514 & 515 PLAT SHEET 2 OF 2 14254AI LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING C1 12 °01'38" 670.27 140.70 70.61 140.44 N32 % 3'30 "W C2 13 °20'27" 471.35 109.75 55.12 109.50 N31 °34'06 "W C3 6 °57'49" 1105.93 134.41 67.29 134.33 N24 °36'07 "W HEALTH DEPARTMENT COPY NOT FOR RECORDATON IRON SET •s• �'• mot' A •. .•'r�yy °o . LOT 1 ��;•'c9 \� 5.13 ACRES _y. Prq \ SEE HEALTH DEPARTMENT • PERMIT ID# SD- 86-304 _ \00513�A 1 -STORY 00 FRAME \ \� IRON ` SET \ N25 °20'22 "W X. % EXISTING 161.43''-- GRAVEL i ENTRANCE 1.83'\ S6A IRON IRON cni wr} Scale I"= 100' . - Soil Profile Hole House, Well and Drain Field Sites Lot 2 A Division of Tax Map 73 -31D Albemarle County, Virginia Steve Gooch Consulting Geologist 703 Oliver Creek Road Troy, Virginia 22974 •1_ i 1 -STOR FRAME SET —PRESCRIPTIVE EASEMENT o\ T.M.73 -31C KISHORE J. SHAH & SONAL K.SHAH,TRUSTEES OF THE SHAH FAMILY TRUST D.B.3591 -110 D.B.3364 -161 O.B.3364 -160 PLAT D.B.3364 -157 D.B.1890 -587 PLAT OVERHEAD -UTILITY LINE - a,Aoo. p• WELL "IRON FOUND -0 M T. M.73 -31A MICHAEL J.WEBER & ALISON P.WEBER D. B. 3259-509, 514 & 515 PLAT SHEET 2 OF 2 14254AI