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HomeMy WebLinkAboutSUB202100056 Review Comments Appeal to BOS 2021-05-13County of Albemarle Department of Community Development 401 McIntire Road, Charlottesville, VA, 22902 Phone 434-296-5832 Fax 434-972-4126 Memorandum To: Gwen Lacy (gwen@ aysurveying.com) (brian@EUsurveying.com) From: Kevin McCollum, Planner Division: Planning Date: May 13, 2021 Subject: SUB202100056 STONY RUN ENTERPRISES, LLC - BLA - DIGITAL The County of Albemarle Planning Division will grant or recommend approval of the plat referenced above once the following comments have been addressed: [Each comment is preceded by the applicable reference, which is to the Subdivision/Zoning Ordinances unless otherwise specified.] 1. [14-309 & 14-3101 Soil evaluations & Health director approval of septic systems. Please provide soils evaluations for Health Department review. Health Director approval is required prior to final plat approval. Soils evaluations have been sent to VDH and their review is pending, see below. This comment has been addressed. 2. [14-302(A), 18-4.21 Albemarle County GIS data shows the presence of critical slopes on these lots. Please show them on the plat to ensure there are adequate building sites that comply with Section 4.2.1 of the Albemarle County Zoning Ordinance. This comment has been addressed. Please contact Kevin McCollum in the Planning Division by using kmccollum@albemarle.org or 434-296-5832 ext.3141 for further information. Comments from Other Reviewers: Virginia Department of Health (VDH) — Alan Mazurowski - alan.mazurowski@vdh.vir ig nia.gov. Review pending (4/15/2021) Soils work provided by the Applicant has been sent to VDH for review. Please see the attachedapproval letter from VDH (5/3/2021I. COMMONWEALTH of V]fRcCIINIA In Cooperation with the Blue Ridge Health District ALBEMARLE — CHARLOTTESVILLE FLUState Department of Health Enviromental Health Services ENE COUNANNATY COUNTY (PALMYUE) GREENE COUNTY (STANARDSVILLE) Phone (434) 972-6219 1138 Rose Hill Drive LOUISA COUNTY (LOUISA) Fax (434) 972-4310 Charlottesville, Virginia 22903 NELSON COUNTY (LOVINGSTON) brhdeh@vdh.virginia.gov May 3, 2021 Kevin McCollum 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 54 Parcel 46 and Tax Map 54 Parcel 43139 located in Albemarle County, Virginia. Dear Mr. McCollum: On April 15, 2021, 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 Vhginia 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 OSE #1940001284. This subdivision approval is issued in reliance upon that certification. Pursuant to § 360 of the Rcgtdations 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 Health Specialist, Sr. Albemarle Health Department COMMONWEALTH of VIRGINIA In Cooperation with the Blue Ridge Health District ALBEMARLE — CHARLOTTESVILLE FLUVANNA COUNTY(PALMYRA) State Department of Health Enviromental Health Services GREENE COUNTY (STANARDSVILLE) Phone (434) 972-6219 1138 Rose Hill Drive LOUISA COUNTY (LOUISA) Fax (434)972-4310 NELSON COUNTY(LOVINGSTON) Charlottesville, Virginia 22903 brhdeh@vdh.virginia.gov May 3, 2021 Kevin McCollum Department of Community Development 401 McIntire Road Charlottesville, Virginia 22902-4596 RE: Review of Proposed Subdivision Plat as part of a Boundary Line Adjustment between Tax Map Parcels 54-46 and 54-43139 located in Albemarle County, Virginia. Dear Mr. McCollum On April 15, 2021 the County of Albemarle requested the Virginia Department of Health (via the Albemarle County Health Department) review the proposed boundary line adjustment identified above. This letter is to inform you that the above referenced plat is approved in accordance with the provisions of the Code of Virginia, the Selvage Handling and Disposal Regulations, and local ordinances. 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 boundary line adjustment does pertain to the requirements of local ordinances Dove Specialist, Sr. __ trle Health Department COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Kevin McCollum Planner, Community Development kmccollum(&,) albemarle.org 4/15/2021 If Alan Mazurowski Virginia Department of Health 1138 Rose Hill Drive Charlottesville, VA 22906 RE: SUB202100056 STONY RUN ENTERPRISES, LLC - BLA — DIGITAL Dear Mr. Mazurowski: The County of Albemarle has received application for a Boundary Line Adjustment for TMP 5446 and TMP54- 43139. This project requires Health Department approval before receiving final County approval. The applicant has provided soils information for the proposed drainfield locations which are shown on the Plat. Please review the proposal for suitable subsurface drainfields which comply with the provisions of Chapter 18, Sections 4.2.2, 4.2.3, 4.2.4, and Chapter 14, Sections 14-309 and 14-310 of the Albemarle County Code. Should you have any comments please feel free to contact me. Sincerely, Kevin McCollum Planner Department of Community Development Phone: (434) 296-5832 ext. 3141 Commonwealth of Virginia Application for Subdivision Review (Page 1 of 2 to be filled out by the Owner or Agent) Owner Stony Run Enterprises LLC Mailing Address P.O. Box 306 Greenwood, VA 22943 Steve Gooch Mailing Address 703 Oliver Creek Road VA 22974 AOSE Steve Gooch Mailing Address 703 Oliver Creek Road VA 22974 VDH Use Only Health Department ID# Due Date Phone (540)456-8899 Phone Fax Phone (434)531-0487 Phone Fax Phone (434)531-0487 Phone Fax Directions to Property: From Charlottesville take 1-64 W to Crozet exit, left on Rt. 250, right on Greenwood Station Rd right on Greenwood Hollow, left on Blackberry Ridge Rd. to property on left Name of Proposed Subdivision Tax Map 54-46 & 54-43139 Other Property Identification Dimension/Acreage of property 24.4 Ac. Number of lots proposed 2 Proposed water source (note: new or existing, public or individual) new, individual General size of lots 2.83 Ac. & 21.57 Ac. (give range if appropriate) Additional description of subdivision Boundary line adjustment between TM 54-46 and TM 54-43139 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 die 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. � z Date Common th.of Virginia IUD"t%W AppNesdou for Subdivision Review D" a Doc (pew 2 of to be filled out by the w=ty official mgwsting a VDH review) CotmlY Office ltddtatag request Cootoo bdlVi" Phone Low of'W of the Wirsinle Departnont OfHods may review a wtvieloa applications tht oomp iazue with state rules sad MVAWona goVomiagdatetv�aP treatment and dl Varssl W privaio weer avpplies, compllanee with,looel ordinaaoa govmlwg i dl rho went andreview you area* we euppHe$ and poDentlelty for ooMpliaaoe with other loos! ohUnances, flews of y asking the health depe„ment to owuct 1. Review ft com %ammm with the Bowago Haadllng and Disposal Regulations 2. Review fix oon(bmianoa with local onelte wastewater ordinances 3. Other (doacribe below) Name and ddo Date O86 Forw F Ravisod 7I0M THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, NOTES: REVISED T.M.54-46 IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE 1. OWNERS, ADDRESS G LEGAL REFERENCES: DESIRE OF THE UNDERSIGNED OWNER(9). PROPRIETORS, AND/OR TRUSTEES. IF ANY. T.M.54-43B9 T.M.54-46 STONY RUN ENTERPRISES,LLC STONY RUN ENTERPRISES,LLC FOR P.O. BOX 306 GREENWOOD,VA 22943 P.O. BOX 306 GREENWOOD, VA 22943 REVIEW D.B.4441-286, D.B.3884-277,278 G 279 PLAT 6 D.B.3204-584 O. B. 3204-580. D. B. 253-38 G D. B. 247-5BB PLAT FOR: STONY RUN ENTERPRISES. LLC 2. ACREAGES BEFORE THIS BOUNDARY LINE ADJUSTMENT: T.M.54-4339= 22.21+/- ACRES (AS PER TAXATION RECORDS) T.M.54-46 - 2.19 ACRES CITY/COUNTY OF STATE OF THE FOREGOING INSTRUMENTTAFWASSACKNOWLEDGEDBEFORE ME FOR 2021 .BY T.MICHAEL KNASEL, MANAGER REVIEW NOTARY PUBLIC 9 MY COMMISSION EXPIRES : NOTARY SEAL APPROVED FOR RECORDATION FOR REVIEW AGENT FOR THE BOARD OF SUPERVISORS DATE BLACKBERRY / RIDGE RESIDUE T.M 54-43B9- IADt�_�HOLLOWOD GREENWOOD 3. THE BOUNDARY DATA SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY. 4. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR NOTED HEREON. THESE PROPERTIES ARE SUBJECT TO ANY ADDITIONAL CONOITIONS,UTILITIES,EASEMENTS AND/OR COVENANTS THAT MAY EXIST. 5. T.M.54-46 IS SUBJECT TO THE FOLLOWING: A. EASEMENTS TO VIRGINIA ELECTRIC AND POWER COMPANY(D.B.339-159 6 D.B.4451-657). B. AN AMENDED AND SUPPLEMENTAL DECLARATION OF COVENANTS ,CONDITIONS AND RESTRICTIONS ID.B.4441-295). 6. T.M.54-46 IS SUBJECT TO AN EASEMENT TO VIRGINIA ELECTRIC AND POWER COMPANY INSOFAR AS IT MAY APPLY (0.8.339-404). 7. T.M.54-4389 IS SUBJECT TO THE FOLLOWING: A. EASEMENTS TO VIRGINIA ELECTRIC AND POWER COMPANY(D.B.4451-657 D 0.8.338-486). S. AN AMENDED AND SUPPLEMENTAL DECLARATION OF COVENANTS .CONDITIONS AND RESTRICTIONS (D. B. 4441-295). C. A DECLARATION OF COVENANTS. CONDITIONS AND RESTRICTIONS(D.B.3353-474)- 8. T.M.54-43B9 IS SUBJECT TO THE FOLLOWING INSOFAR AS THEY MAY APPLY: A. A R/W FOR WATER PIPE LINE(O.B.459-219 G D.B.259-46). B. AN EASEMEMT AND R/W FOR SEWAGE DISPOSAL(D.B.448-414). C. AN EASEMENT TO THE CHESAPEAKE AND POTOMAC TELEPHONE COMPANY(O.B.44B-17). D. AN EASEMENT TO VIRGINIA ELECTRIC AND POWER COMPANY(D.B.413-272). ARE HAS OF A. T.M.54-43B9 G T.M.54-46 ARE ZONED RA. B. NO DEVELOPMENT RIGHTS ARE BEING ADDED WITH THE 0.64 ACRES SHOWN HEREON. C. THE RESIDUE OF T.M.54-43B9 HAS NO DEVELOPMENT RIGHTS AND MAY NOT BE FURTHER DIVIDED. D. REVISED T.M.54-46 HAS ONE DEVELOPMENT RIGHT AND MAY NOT BE FURTHER DIVIDED. fiSE E. ACCORDING TO THE COUNTY OF ALBEMARLE GIB DATA,REVISED T.M.54-4389 AND REVISED T.M.51 ENWOOD BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING OROINA ROAD F. ACCORDING TO THE COUNTY OF ALBEMARLE GIS DATA,THESE PROPERTIES LIE WITHIN A WATER SL G. ACCORDING TO THE COUNTY OF ALBEMARLE GIS DATA.THESE PROPERTIES 00 NOT LIE WITHIN AN DISTRICT. H. SETBACK REGUIREMENTS: VICINITY MAP AND KEY MAP - SCALE: 1' - 2000'+/- FOR REVIEW BRUIN S. RAY Iia No. 002281 INAL R/W) BOUNDARY LINE ADJUSTMENT PLAT REVISED T.M.54-46 CONTAINING 2.B3 ACRES THE PROPERTY OF STONY RUN ENTERPRISES,LLC LOCATED OFF BLACKBERRY RIDGE ROAD AT GREENWOOD WHITE HALL MAGISTERIAL DISTRICT ALBEMARLE COUNTY,VIRGINIA SCALE: I' - 100' DATE: JANUARY 27,2021 FOR STONY RUN ENTERPRISES.LLC ROGER W.RAY G ASSOC.,INC. 663 BERKMAR COURT CHARLOTTESVILLE,VIRGINIA 22901 TELEPHONE: (434) 293-3195 RAYSURVEYING.COM BY THE EACH CONTAIN A SHEET 1 OF 2 LINE BEpRIN6 DISTANCE LEGEND: HEALTH DEPARTMENT COPY LS $54 23 34 E 4o.Do - NOT FOR RECORDATION L2 54B 31'S3'E.95 EHEREBYNE%TISHEOINE$ a '�-__ L3 N6091'24'E 74.7f T3 IRON SET L4 S41'16'57'E 171.53 D PROPOSED _"�_- f- OVERHEAD UTILITY LINE \FELL slrt, T. M. 54-4389-- (lq LOT 10 _"�-__ P POLE STONY RUN ENTERPRISES. LLC PF PIPE FOUND .K -'—I O.B.3864-277, 279 6 260 PLAT RESIDLF 9 212 57+� ACRES OPDSED F1.IR HOUSE SITE Y gL b EDRDPOSEDLRDESER\E 1 PROPOSED PRDLaRl I "�♦ D Is II ~I � 'I i;� is DRAIN FIELD I ROAD i ,1yPL" 41 S /� \\ BEDIF FtY ', ii�� o°• C~ $54'23'34'E Z 95.84' �� S,'y�C ORM. FIELD T. M. 54-20F LOT 5 ANNE L.KNASEL O.B.2659-661 0.8.2659-651 6 652 PLAT ;\ T0 PROPtn£D WXMTAI x VIA. WE. '12'R/M. 0.I OR, PROPOSED` I GRAPHIC SCALE S'=100' 0 100 200 300 ,+ HOLSESRE T 's\ STONY RUN CONCRETE RAILROAD MONUMENT FOUND PROPOS£ELD7m1R I' DRU F L-_ _ Sgq •55'14'K 1Be.er `RAILR01 WDNI CONCR FOI ETE MO RAILROAD 1 MON M TE BROKEN 6 4 KJAD LEANING) ,lpy tiY pq OY41 .! G'oe0'L�6�Ppl♦,P'' G CONCRETE RAILROAD FNONUUND S57'24'S3'M 50. 19' Scale 1"= 100' , - Soil Profile Hole House. Well and Crain Field Sites Revised Tax Map 46-54 & j Tax Map 54-43B9 i Albemarle Cowfv. Virginia 1 Steve Gooch Comulfing Geologist 703 Oliver Creek Road Troy, Virginia 22974 SCALE: 1' = 100' DATE: JANUARY 27, 2021 ROGER M.RAY 6 ASSOC.,INC. 663 SERKMAR COURT CHARLOTTESVILLE.VIMINIA 22901 TELEPHONE: (434) 293-3195 RAYSURVEYING. CON SHEET 2 OF 2 14864 Soils Study for Drain Field Sites A Boundary Line Adjustment Tax Map 54-46 and 54-43B9 Albemarle County SUB202100056 Prepared for: Stony Run Enterprises, LLC P.O. Box 306 Greenwood, VA 22943 Prepared by: Steve Gooch Consulting Geologist, Inc. 703 Oliver Creek Road Troy, Virginia 22974 April 14, 2021 Page 1 of 8 OSE/PE Report for: Construction Permit F Certification Letter -E] Subdivision Approval 17 Property Location: 911 Address: City: Lot Section Subdivision GPIN or Tax Map # 54-46 Health Dept ID # Latitude Longitude Applicant or Client Mailing Address: Name: Stoney Run Enterprises, LLC Street: P.O. Box 306 City: Greenwood State VA Zip Code 22943 Prepared by: OSE Name Steve Gooch Address 703 Oliver Creek Road License # 1940001284 City Troy PE Name: Address State VA Zip Code 22974 License # City State Zip Code Date of Report 4114/21 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 Soil Profile Sheets Soil Information Summary Sheets Abbreviated Design Forms Plat 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) issuedQ denied " . OSE/PE Signature 6but,*_ AXZ12L Date gogfZ( �uxZJFF Hole 1] 3 0 10 11 Soil Profile Primary Drain Field Revised Tax Map 54-46 Albemarle County Depth Horizon Material Description Soil Texture (in.) Group 0-4 A Light brown (7.5YR 6/4) loam, friable 2 4-10 E Light yellowish brown (1 OYR 6/4) loam, friable 2 10-27 C 1 Brown (7.5YR 5/4) loam, 25-40% weathered schist 2 fragments 27-33 C2 Reddish yellow (7.5YR 6/8) clay loam, friable 3 33- R 0-4 A Brown (7.5YR 5/4) clay loam, friable 3 4-18 C Light brown (7.5YR 6/4) loam, 25% weathered schist 2 fragments 18- R 0-7 A Brown (7.5YR 5/4) clay loam, friable 3 7-32 Bt Red (2.5YR 5/8) silty clay loam, firm, cobbles below 21" 3 32- Cobble or boulder 0-6 A Brown (7.5YR 5/4) clay loam, friable 3 6-21 CB Light reddish brown (5YR 6/4) sandy clay loam, red 3 (2.5YR 5/8) clay loam, 10-20% weathered schist fragments, friable 21- R 0-8 A Brown (7.5YR 5/4) clay loam, friable 3 8-24 BC Light red (2.5YR 6/8) clay loam, weathered schist 3 fragments below 16" 24- R Page �_ of F Appendix 2 Soil Summary Report GENERAL INFORMATION Date 12/7/20 Submitted to Albemarle County Health Department Applicant Stony Run Enterprises, LLC Telephone Number (540) 456-8899 Address P.O. Box 306 Greenwood, VA 22943 Owner same Address same Location Blackberry Ridge Road Tax Map Revised 54-46 Subdivision Block/Section Lot SOIL INFORMATION SUMMARY - P�„Nar Otz 1. Position in landscape satisfactory? r Yes f No Describe shoulder 2. Slope 15 3. Depth to rock or impervious strata: Max. 33" Min. 18" None 4. Depth to seasonal water table (gray mottling or gray color) Ix No r- Yes inches 5. Free water present ix No r Yes range in inches 6. Soil percolation rate estimated FX- Yes Texture group 1 II III IV F— No Estimated rate 110 min/inch 7. Permeability test performed Yes r No If yes, note type of test performed and attach Ix Site Approved: Drainfield to be placed at 6" depth at site designated on permit. F— Site Disapproved: Reasons for rejection: 1. F- Position in landscape subject to flooding or periodic saturation. 2• F- Insufficient depth of suitable soil over hard rock. 3. I— Insufficient depth of suitable soil to seansonal water table. 4. r Rates of absorption too slow. 5. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6• r Proposed system too close to well. 7. F— Other Specify (attach additional pages if necessary) )2,zfx q o, F 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, O'only the primary area, 0 only the reserve area (check one) for Revised Tax Map 54-46 Design Basis Total length of available area: 60' Total width of available area: 75' Estimated Perc. Rate: 110 at 6 in. (depth) Number of bedrooms (or GPD): 3 Conveyance Method: PUMP Distribution method (specify): Pumo Dispersal system basis AOSS reps LGMI required? No (Yes/No) Effluent quality required: Advanced secondary Square feet per bedroom: 385 Total trench bottom area required: 3465 Linear loading rate — 0.13 gpd/sq.ft. Area Calculations Number of trenches 30 Length of trenches: 60' Width of trenches: _I , Center to center spacing: 2' Reserve required? Yes Percent reserve area required: 100% Total width of absorption area required 58' 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 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 Pmm E Revised July 18, 2007 Pce-'r-sJ- F Soil Profile Reserve Drain Field Revised Tax Map 54-46 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-3 A Brown (7.5YR 5/4) clay loam, friable 3 3-36 Bt Yellowish red (5YR 5/8) silty clay loam, firm 3 36-60 C Olive yellow (2.5Y 6/6) silty clay loam, firm 3 2 0-6 A Brown (7.5YR 5/4) clay loam, friable 3 6-27 Bt Reddish brown (2.5YR 5/4) silty clay loam, 10% cobbles 3 friable 27-40 Bt2 Yellowish red (5YR 5/8) silty clay loam, firm, manganese 3 stains @ 30" 40-60 C Brownish yellow (1 OYR 6/8) silty clay, firm 4 5 0-4 A Brown (7.5YR 5/4) clay loam, friable 3 4-22 Bt Reddish brown (2.5YR 5/4) clay loam, friable 3 22-46 C Olive yellow (2.5Y 6/6) clay loam, friable, weathered 3 greenstone fragments below 30" 46- R 6 0-6 A Brown (7.5YR 5/4) clay loam, friable 3 6-18 Bt Reddish brown (2.5YR 5/4) silty clay loam, firm 3 18-45 CB Olive yellow (2.5Y 6/6) silty clay loam, brownish yellow 4 (IOYR 6/8) silty clay, firm 45- R 14 0-4 A Brown (7.5YR 5/4) clay loam, friable 3 4-24 Bt Reddish brown (2.5YR 5/4) silty clay loam, 10% cobbles 3 friable 24-33 Cl Reddish yellow (7.5yR 6/8) silty clay loam, firm 3 33-42 C2 Olive yellow (2.5Y 6/6) silt loam, 25% greenstone 3 fragments, friable 42- R 16 0-6 A Brown (7.5YR 5/4) clay loam, friable 3 6-23 Bt Reddish brown (2.5YR 5/4) silty clay loam, firm 3 23- R Page (0 of 8 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 12/7/20 Submitted to Albemarle County Health Department Applicant Stony Run Enterprises, LLC Telephone Number (540) 456-8899 Address P.O. Box 306 Greenwood, VA 22943 Owner same Address same Location Blackberry Ridge Road Tax Map Revised 5446 Subdivision Block/Section Lot SOIL INFORMATION SUMMARY_ ve �- 1. Position in landscape satisfactory? rx Yes f— No Describe shoulder 2. Slope 19 3. Depth to rock or impervious strata: Max. 60.1+ Min. 23" None 4. Depth to seasonal water table (gray mottling or gray color) fx No F- Yes inches 5. Free water present r No fx Yes range in inches 19-43 6. Soil percolation rate estimated fX Yes Texture group 1 II III (JV F— No Estimated rate 120 min/inch 7. Permeability test performed F— Yes Ix No If yes, note type of test performed and attach r Site Approved: Drainfield to be placed at 6" depth at site designated on permit. F— 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. r Insufficient depth of suitable soil to seansonal water table. 4. F— Rates of absorption too slow. 5. F Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6• i- Proposed system too close to well. 7. r Other Specify (attach additional pages if necessary) Pa'7--7 C)� ff- 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 D primary and reserve area, D only the primary area, 19-6nly the reserve area (check one) for Revised Tax Map 54-46 Design Basis Total length of available area: 80' Total width of available area: 75' Estimated Pere. Rate: 120 at 6 in. (depth) Number of bedrooms (or GPD): 3 Conveyance Method: Pump Distribution method (specify): Pump Dispersal system basis AOSS revs LGMI required? No (Yes/No) Effluent quality required: Advanced secondary Square feet per bedroom: 625 Total trench bottom area required: 5625 Linear loading rate — 0.08 gpd/sq.ft. Area Calculations Number of trenches 36 Length of trenches: 80' Width of trenches: _1,, Center to center spacing: 2' Reserve required? this is reserve Percent reserve area required: 100% Total width of absorption area required 70' Total trench bottom area provided: 5760 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 AOSE Form E Revised July 18, 2007 of try 6 2BO i!..Al 204-584 1.57-�/- ACPES EL i1 52 PLAT FLAB 19 FLAB PROPOSED Rk-SER) )04 rLLAG n M - i 1 `1 11 ` r •FLAB PROHNI"1) PItlU.itp FLAG s� i ) i 1 ` 1 1 18 DR41\ FIt:1.0 az 1 ,. 1 / , ; FLAG IS S 5�6- X,0 otD •E •I. o m z~ 1554'23'34`E, 95.84' PIPE REV FOUND T , M . 1'_1004 FLAG iAO /0 F IS V1 y h ' ; � L 9�cs o �` .. `v). ,pp', I•(.z moposLU RISER\ r •,`` LAB"�'';`i1L98 C DRAIS FIELD QFLAG A CC is r;;;' .' i'F1: AB FLAG vn, -. 'AU (, ,'�`..,<. `. to PF'. `t1, FLAG 2.83 ACRES ��' �:,' 4 1 •, 1 e, m �N TOTA - 1,1 PF b r i MOUNTAIN ROAD'- PROPOSED (12 R/W, D. . B. . 243-�i3f� FLA9 �. ^ 1 R'ELL SITE i A , 1mF'�_Al Ilnl Sf. Sf I l: YROP).Sh:D I'RI)1(It) '.M.S4,-!W DRa1vF'IFa.D v, STONY RUN ENTERPRISES 0.6.3204-580 PIPE D.B.253-38 PLAT 0.8.247-588 PLAT 200 =1r)0 yes). ' ��. or,. 4. SN, CONCRETE RAILROAD MONUMENT FOUND Im x N (o �M M� CONCRETE RAILROAD - MDNUMENT FOUND Pu1,L F;� 1 1 1 1 1 42 .(ti 1?7.7f� -» rCONC r_ _ _W .. 82.2.1 RAIL ,394'S'; 34 MONU CONCRETE FOl RAILROAD �N6 MONUMENT FOUND OKN --CONCRETE LEANING)& alp RA CI_ROA MONUMENT FOUND S57'24'13'w 50.19' JCa1C 1 -'— I VU" • -.boll I House, Well and Drain Fiel( Revised Tax Map 46-54 Albemarle Comity, Virginia Steve Gooch Consulting 703 Oliver Creek Road Troy, Virginia 22974 O�ti 90 Q P� a0 .56 P4ti 2y3 'S`'PQPO DAI +10 C,HARI TE - t HEALTH DEPARTMENT PROPOSED \t'EL1. SITE (3(7 PROPOSED 1 HOI St, SI 11. 1 �- NOT FUR RECO DATI 1',M.54-4389 -- -.-_-. LOT 110 STONY RUN ENTERPRISES. ,-i_C D.8.4441-286 .6,3884-2.77,279 & 280 PLAT 0.8 3204-584 RESIDUE- 21.57-�/- ACRES OLD ROAD 8F0 T.M.54-20r LOT 5 ANNE L.KNASEL 0.8.2659-661 0 8.2659-651 & 652 P!.Ai GRAPHIC SCALE F'-A^ 14 FLAG PROPOSE RF:Sf.R\ 1 m h 21 Dlt \I\ Flt.l.l1 FLAG i , rltowr�r D rural v;1 FLAG e1 r ' � ' i i c 1A6 DR \I\ I It D -,.._FIG FLAG IS F`A6, ;1 �. r dRA6 1LAa 1, 419 FLAG F .5.`,`' a7f1 ,k+__ 11 ,iQeY. , , , ,. f4 p (o L �4 o S ,e .I S •, q{`P) H o S 54 `P3'34"E z 95. 84' I.AL; , �L PIPE REv1IFLAO FOUND "r . M . _54 Ab �1'°,,e%'•• �_.. 2.83TOTA PROPOSED --'"-�-MOUNTAIN ROAD—' N'EI.L SITE '2 R/W, C, 8. 243 -536) `t vy rngSt.AIIE i.M.54�-48 v SIONv RUN ENTEROPISE5,I D,B.3204-580 0.8,253-38 PLAT PIPE o.rj,247-588 PLAT F DUN% 1 "-100 Scale I S, Soil Profile House, Well and Drain Field Sites 'Fax Map 54-43139 Greenwood Hollow - Lot 10 Countv. Virwnia Steve Gooch Consulting 0 100 200 300 703 Oliver Creek Road Troy, Virginia 22974 Page 1 of 8 OSE/PE Report for: Construction Permit F-1 Certification LetterEl Subdivision Approval F7 Property Location: 911 Address: City: Lot Section Subdivision GPIN or Tax Map # 5443139 Health Dept ID # Latitude Longitude Applicant or Client Mailing Address: Name: Stoney Run Enterprises, LLC Street: P.O. Box 306 City: Greenwood State VA Zip Code 22943 Prepared by: OSE Name Steve Gooch Address 703 Oliver Creek Road License # 1940001284 City Troy PE Name: Address State VA Zip Code 22974 License # City State Zip Code Date of Report 4114121 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 Patle Soil Profile Sheets Soil Information Summary Sheets Abbreviated Design Forms Plat Certification Statement 1 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 caee has been conducted under an exemption to the practice of enaineerin¢, specifically the exemption in Code of Virqinia Section 54.1-402.11 I recommend that a (select one): nstruction permit[] certification letter subdivision approval �✓ be (select one) issued denied Lj . Q OSE/PE Signature �% �Q�12_ .A� Date `/ d?d Soil Profile PGyc Z� Primary Drain Field Tax Map 54-43B9 Lot 10 - Greenwood Highlands Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 3 0-10 A Brown (7.5YR 5/4) clay loam, friable 3 10-36 Bt Reddish brown (2.5YR 5/4) silty clay loam, firm 3 36-60 CB Olive yellow (2.5Y 6/6) clay loam, yellowish red (5YR 5/8) 3 silty clay loam, 25-30% weathered greenstone fragments 4 0-3 A Brown (7.5YR 5/4) clay loam, friable 3 3-36 Bt Yellowish red (5YR 5/8) silty clay loam, firm 3 36-60 C Olive yellow (2.5Y 6/6) clay loam, friable 3 5 0-4 A Brown (7.5YR 5/4) clay loam, friable 3 4-22 Bt Reddish brown (2.5YR 5/4) clay loam, friable 3 22-46 C Olive yellow (2.5Y 6/6) clay loam, friable, weathered 3 greenstone fragments below 30" 46- R 12 0-5 A Brown (7.5YR 5/4) clay loam, friable 3 5-16 Bt Light red (2.5YR 6/8) silty clay loam, firm 3 16-26 C Olive yellow (2.5Y 6/6) silt loam, friable, 20% weathered 3 greenstone fragments 26- R 13 0-6 A Brown (7.5YR 5/4) clay loam, friable 3 6-23 Bt Light red (2.5YR 6/8) silty clay loam, firm 3 23- R 14 0-4 A Brown (7.5YR 5/4) clay loam, friable 3 4-24 Bt Reddish brown (2.5YR 5/4) silty clay loam, firm 3 24-33 Cl Reddish yellow (7.5YR 6/8) silty clay loam, firm 3 33-42 C2 Olive yellow (2.5Y 6/6) silt loam, friable, 20% weathered 3 greenstone fragments 42- R 15 0-4 A Brown (7.5YR 5/4) clay loam, friable 3 4-20 Bt Light red (2.5YR 6/8) silty clay loam, firm 3 20-26 C Olive yellow (2.5Y 6/6) silt loam, friable, 50% weathered 3 greenstone fragments 26- R Page �_ of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 12/14/20 Submitted to Albemarle County Health Department Applicant Stony Run Enterprises, LLC Telephone Number (540) 456-8899 Address P.O. Box 306 Greenwood, VA 22943 Owner same Address same Location Blackberry Ridge Road Tax Map 54-43B9 Subdivision Greenwood Highlands Block/Section Lot 10 SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? Fx Yes F— No Describe shoulder 2. Slope 19 % 3. Depth to rock or impervious strata: Max. 60" Min. 23" None 4. Depth to seasonal water table (gray mottling or gray color) fx No r Yes inches 5. Free water present F No FX- Yes range in inches 28 6. Soil percolation rate estimated Ix Yes Texture group I If III IV F— No Estimated rate 120 min/inch 7. Permeability test performed F— Yes rx No If yes, note type of test performed and attach 0? Site Approved: Drainfield to be placed at 6" depth at site designated on permit. I— Site Disapproved: Reasons for rejection: 1• F— Position in landscape subject to flooding or periodic saturation. 2. f 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. F— Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6• F— Proposed system too close to well. 7. F— Other Specify (attach additional pages if necessary) pc4st-u dF IF 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 O primary and reserve area, 9'only the primary area, ❑ only the reserve area (check one) for Tax Man 54-43B9 (Greenwood Highlands -Lot 10) Design Basis Total length of available area: 80' + 50' Estimated Perc. Rate: 120 at 6 in. (depth) Total width of available area: 90, Number of bedrooms (or GPD): 3 Conveyance Method: Pump Distribution method (specify): Pumn Dispersal system basis AOSS rees LGMI required? No (Yes/No) Effluent quality required: Advanced secondary Square feet per bedroom: 500 Linear loading rate — 0.10 gpd/sq.ft. Area Calculations Total trench bottom area required: 4500 Number of trenches 34 (21 80's + 13 50's) Length of trenches: 80' + 50' Width of trenches: _1 , Center to center spacing: 2' Reserve required? Yes Percent reserve area required: 100% Total width of absorption area required 66' Total trench bottom area provided: 4660 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 Soil Profile Reserve Drain Field Tax Map 54-43B9 Lot 10 - Greenwood Highlands Albemarle County . Hole Depth Horizon Material Description Soil Texture (in.) Group 17 0-4 A Brown (7.5YR 5/4) clay loam, friable 3 4-20 Bt Reddish brown (2.5YR 5/4) silty clay loam, 10% cobles, 3 firm 20-60 CB Brownish yellow (1 OYR 6/8) silty clay loam, red 3 (2.5YR 6/8) silty clay loam, firm 18 0-3 A Brown (7.5YR 5/4) clay loam, friable 3 3-24 Bt Reddish brown (2.5YR 5/4) silty clay loam, firm 3 24-48 Cl Yellowish red (5YR 5/8) silty clay, firm 4 48-60 C2 Olive yellow (2.5Y 6/6) greenstone saprolite, platy, crushes 3 to clay loam 19 0-3 A Brown (7.5YR 5/4) clay loam, friable 3 3-20 Bt Reddish brown (2.5YR 5/4) silty clay loam, firm 3 20-37 Cl Yellowish red (5YR 5/8) silty clay, firm 4 37-60 C2 Olive yellow (2.5Y 6/6) greenstone saprolite, platy, 3 crushes to silt loam 20 04 A Brown (7.5YR 5/4) clay loam, friable 3 4-16 Bt Reddish brown (2.5YR 5/4) silty clay loam, firm 3 16-40 Cl Yellowish red (5YR 5/8) silty clay, firm 4 40-46 C2 Olive yellow (2.5Y 6/6) with greenstone fragments 3 46- R 21 0-6 A Brown (7.5YR 5/4) clay loam, friable 3 6-36 Bt Reddish brown (2.5YR 5/4) silty clay loam, firm 3 36-47 Cl Yellowish red (5YR 5/8) silty clay, firm 4 47-60 C2 Olive yellow (2.5Y 6/6) greenstone saprolite, platy, 3 crushes to silt loam 22 0-4 A Brown (7.5YR 5/4) clay loam, friable 3 4-18 Bt Reddish brown (2.5YR 5/4) silty clay loam, firm 3 18-48 C Yellowish red (5YR 5/8) silty clay, firm 4 48- R 23 0-4 A Brown (7.5YR 5/4) clay loam, friable 3 4-25 Bt Reddish brown (2.5YR 5/4) silty clay loam, firm 3 25-39 C Yellowish red (5YR 5/8) silty clay, firm 4 39- R Page _& of 7 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 12/14/20 Submitted to Albemarle County Health Department Applicant Stony Run Enterprises, LLC Telephone Number (540) 456-8899 Address P.O. Box 306 Greenwood, VA 22943 Owner same Address same Location Blackberry Ridge Road Tax Map 544369 Subdivision Greenwood Highlands Block/Section Lot 10 SOIL INFORMATION SUMMARY- Pr, 1. Position in landscape satisfactory? Fx Yes r No Describe shoulder 2. Slope 19 3. Depth to rock or impervious strata: Max. 60" Min. 39,E None 4. Depth to seasonal water table (gray mottling or gray color) IX No r Yes inches 5. Free water present Ix No r Yes range in inches 6. Soil percolation rate estimated FX Yes Texture group 1 II III ©V I- No Estimated rate 120 min/inch 7. Permeability test performed F- Yes IX No If yes, note type of test performed and attach r Site Approved: Drainfield to be placed at 6" depth at site designated on permit. r 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. r Insufficient depth of suitable soil to seansonal water table. 4. r Rates of absorption too slow. 5• F- Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. r Proposed system too close to well. 7- Other Specify (attach additional pages if necessary) 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, O only the primary area, 2,`6nly the reserve area (check one) for Tax Map 54-43139 (Greenwood Highlands - Lot 10) Design Basis Total length of available area: 50' + 25' Total width of available area: 110, Estimated Perc. Rate: 120 at 6 in. (depth) Number of bedrooms (or GPD): 3 Conveyance Method: Pump Distribution method (specify): Pump Dispersal system basis AOSS re s LGMI required? No (Yes/No) Effluent quality required: Advanced secondary (TL3) Square feet per bedroom: 500 Linear loading rate — 0.10 gpd/sq.ft Area Calculations Total trench bottom area required: 4500 Number of trenches 51 (39 50's + 12 25's) Length of trenches: 50' + 25' Width of trenches: _1 , Center to center spacing: 2' Reserve required? this is reserve Percent reserve area required: 100% Total width of absorption area required 102' 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 'd'14 6i c80 PLAT 204-584 1.574/- ACRE;; OLD-� ROAD = BEDS . w r,0 � O m r� Z FLAB 19 FLAG PROPOSED Hk.St: R1h BUG -,v Z 2 \I\ 1'Lt:123s ;!::R AG 1.1{Oph"il ll PI(1 '! R1' FLAG sI I r l l' I I IB DRAIN IIF7 1) 22 , .I I rr ,) ) % FLA G 9 FLAG17 / S 9 • ', FLAG L PIPE FOUND 95.84' REVISED Is'fr,: IS 6�"p✓00" 1 /0 I S ya �9FJ�s PROPOSE[) Rr.5h:li%r ?L�AGt DRAIN FIELD Ft. AG FLAG F17° q, �- •''', FLAG 2.83 ACRES TOTF'','., A f PROPOSED MOUNTAIN ROAD'--' FLAG WELL SITE (12' R/W, 0.8 . 243,,?'S3f� to 52 PLAT. 13R) 11IMPOS)D-.�-j Ilfq Sh. 31'I f: r DRAIN FI O PRDiAI<5 M.544, DRAIN h'1ha.n v, STONY RUN ENTERPAISES,L� 0.8.3204-580 0.8.253-38 PLAT a1• PIPE p.8.247-588 PLAT P V-100' 200 300 0 p R {a CONCRETE RAILROAD MONUMENT FOUND RA I I I I 1dz.21 RAIL MONU CONCRETE FOl — RAILROAD MONUMENT FOUND 1 GO t TE ' (BROKEN 6 LEANING) FOUND CONCRETE RAILROAD MONUMENT FOUND S57'24'i3"w 50.19' acute 1 = tyu, Soil 1- House, Well and Drain Fiek Revised Tax Map 46-54 Albemarle County, Virginia Steve Gooch Consulting 703 Oliver Creek Road 'Troy, Virginia 22974 DA1 CIO CHART 1'E \ ---- HEALTH DEPARTMENT ( NOT FOR RECORDATI PROPOSED • ._. _ .��_ - wELL SrrE 1' , M . 54--4389 tic) LOT 10 STONY RUN ENTERPRISES. Li_C O.8.4441-288 0.8.3884-277, ?79 6 260 UL.AT IIL--�Ii D 8.3204-584 RESIDUE- 2t.57./- ACRES F'-AG PROI'USt:D f9 110( Sf: S11 t. ro nl n ) Aa y m - ..._. - - - -._. _.._•-- - - — _...... - ..._ j 5 as , OLD RJAO -s 6Fn c� 0 z PiPE FOUND T.M.54-?_OF LOT 5 ANNE L.KNASE:L 0.B.2659-661 0 8.2659-651 6 652 PI, Al, GRAPHIC SCALE. FLAG PROPOSED RESF:R, F 21 DR\IN FILLD 1'R011011 1) PIOIN, \N% UR:UN F'IEI 1) 1 � � FLAG LAG IS FLAG 31 ff4 ..� .d1RAG 1.a° FL , V AG/ Q'p ��•.� FLAG •�, ' �,' � �, rs• 1� �,ti (o TS , S54 '23' 34"E - 95 84 REVISED r u FA —A ,IZZ_.. � PROPOSED "''Fill. SI"1'F. (311) IS �� �F, . • FiA& 83 ACRES �:'. ` TOTAt� Pr•. —f MOUNTAIN ROAD ' 2 R/'W, C B. 243,,536) R w,tst..,lle I.M.54;-48 Sy STONY RUN ENTERPRISES,I 0.6.3204-580 0.9,253-38 PLAT PIPE D.847-588 PL.AI F OUND 4 Scale 1 "= 100' • - Soil Profile House, Well and Drain Field Sites Tax Map 54-43139 Greenwood Hollow - Lot 10 Albemarle County. Virginia 0 --- 100 200 300 Steve Gooch Consulting Geologist 703 Oliver Creek Road Troy, Virginia 22974 H