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HomeMy WebLinkAboutSUB200300212 Approval - Agencies 2003-09-04 /1r , coo i c3 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) Office of Environmental Health LOUISA COUNTY(LOUISA) Phone (804) 972-6259 P. 0. Box 7546 NELSON COUNTY(LOVINGSTON) FAX (804) 972-4310 Charlottesville, Virginia 22906 September 4,2003 Francis MacCall,Planner Department of Planning and Community Development 401 McIntire Road,Room 218 Charlottesville,Virginia 22902-4596 RE: Review of Proposed Subdivision Plat for an Individual Onsite Sewage System for Mr. Brian Gillespie,Conner's Ridge,Lots 2-5,TM 8,Parcel 34. Dear Mr.MacCall: On August 18,2003, 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,and the Sewage Handling and Disposal Regulations(12 VAC 5-610-10 et seq.,the"Regulations"),(and local ordinances if the locality has authorized the local health department to accept private evaluations for compliance with 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:( Steven Thomas,AOSE#012,434-946-5142). 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 is issued in reliance upon the certification that approved lots are suitable for "traditional systems,"however actual system designs may be different at the time construction permits are issued. This subdivision approval does pertain to the requirements of local ordinances. Sincerely, 626-- JW�Iliam Craun Field Advisor,Albemarle County Health Dept. rro 1 7n03 vrre OAF A plOpTiaM COUNTY OF ALBEMARLE Department of Planning & Community Development 401 McIntire Road Room 218 Charlottesville, Virginia 22902-4596 434/296-5823 FAX 434/972-4012 August 13,2003 Theresa Batten Virginia Department of Health 1138 Rose Hill Drive Charlottesville,VA 22906 RE: Connors Ridge Final Plat Dear Ms. Batten: The County of Albemarle has received application to develop/subdivide [Tax Map, 8 Parcel 34]. This project requires Health Department approval before receiving final County approval. The applicant has provided soils information, which is attached. 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, Section 14-312 of the Albemarle County Code. Should you have any comments please feel free to contact me. Sincerely, Francis H. MacCall Department of Planning&Community Development Voice: (434)296-5823 ext. 3418 Fax: (434)972-4012 Email: fmaccall(i1;albemarle.org vii ...../ WThomasEnviroSoil I n c or p or a t e d . 598 Fletchers Level Rd. •Amherst, VA 24521 Phone & Fax: (434) 946-5192 August 2, 2003 Brian Gillespie 989 Buck Mountain Ford Lane Earlysville, VA 22936 Dear Mr. Gillespie, Please find enclosed the soil information that was requested on 4 lots in Connor's Ridge on Rt. 664 (Markwood Rd) near Nortonsville. The purpose of this investigation was to locate suitable soils for the installation of septic tank absorption fields to serve single-family dwellings. Soils that meet the minimum standards as set forth in the Sewage Handling and Disposal Regulations, revised July 2000, were located in the vicinity of the flagged areas. Please refer to the soil evaluation forms, abbreviated design forms, plat or drawing, and comments page for specifics concerning the drainfield areas. Present this information to the Environmental Health Specialist at the local county health department for approval and design of the system or systems. If I can be of further assistance on this or other matters, feel free to call. Sincerely,.(,,: ,i;„_ A�iy1",. Steven K. Thomas, CPSS, AOSE 7RECEX AUG 1 9 2001 SOIL AND DRAINFIELD INVESTIGATION FOR Brian Gillespie 989 Buck Mountain Ford Lane Earlysville, VA 22936 434-531-2117 May 12, 2003 County: Albemarle Property: Connor's Ridge,Lots 2-5 Location: Rt.664(Markwood Rd)near Nortonsville Surveyor: Roger W. Ray&Associates,Inc. ThomasEnviroSod,Inc. - 598 Fletchers Level Road - Amherst,Virginia 24521 '`"'' *awe l of 10 COMMENTS AND GUIDELINES All interpretations are based on the Sewage Handling and Disposal Regulations,revised July 2000. Class 3C wells (private wells) must be kept at least 100 ft. up slope from drainfields. Class 3B wells are noted on the plat or drawing. Class 2B wells are required for public drinking water. A well lot 100-ft. by 100-ft. must be shown on the plat and recorded. Building sites located down slope from drainfields will require a pump system. Pump systems are noted on the plat or drawing. Lateral groundwater movement interceptors(LGMI)or french drains, if necessary,are noted on the plat or drawing. Blue flags mark the approximate corners of the drainfields and pink flags mark the location of the auger holes and/or backhoe pits,unless otherwise noted. If this investigation is for a private residence, drainfields are sized for three bedroom homes unless otherwise noted. ThomasEnviroSoil,Inc. does not certify accuracy of drainfield location by the surveyor. NOTES PERTAINING TO INDIVIDUAL LOTS ``'r'' Nose 2 of 10 SOIL EVALUATION FORM Date: August 2,2003 Albemarle County Health Department Applicant: Brian Gillespie Telephone: 434-531-2117 Address: 989 Buck Mountain Ford Lane,Earlysville, VA 22936 Location: Rt.664(Markwood Rd)near Nortonsville Subdivision: Connor's Ridge Block/Section: Lot: 5 Slope: 8 % Depth to rock/impervious strata: None Depth to seasonal water table: No:X Yes: Free water present: No: X Yes: Range in inches: Estimated perc rate: 55 minutes/inch TURE GROUP I II () IV Name and title of evaluator: Steven K.Thomas —.me 4, �.i .� Va.Certified Professional= ientist Hole Horizon Depth Description of color,texture,etc. Texture # (in.) Group 1 Ap 0-2 Dark brown 7.5YR 3/4 loam 2 E 2-8 Yellowish brown 10YR 5/6 loam 2 Btl 8-15 Yellowish red 5YR 5/6 clay loam 3 Bt2 15-45 Red 2.5YR 4/6 clay 4 BC 45-58 Yellowish red 5YR 4/6 light clay loam 3 C 58-90 Variegated Yellowish brown 10YR 5/6,light yellowish brown 10YR 6/4& reddish yellow 5YR 6/8 loam 2 2 Ap 0-6 Brown 7.5YR 4/4 loam 2 Btl 6-20 Strong brown 7.5YR 5/6 clay loam 3 Bt2 20-40 Yellowish red 5YR 5/6 clay w/concentrations of red 2.5YR 4/6& yellowish brown 10YR 5/6&few gravel @ 35-40" 4 2Bt3 40-50 Red 2.5YR 4/6 clay 4 2BC 50-60 Yellowish red 5YR 5/6 light silty clay loam w/few masses of reddish yellow 7.5YR 6/8 3 2C 60-90 Variegated reddish yellow 7.5YR 6/8,strong brown 7.5YR 5/6&white*N8/ silt loam w/pockets of loam 3&2 3 Ap 0-6 Brown 7.5YR 4/4 loam 2 Btl 6-25 Yellowish red 5YR 5/6 clay w/masses of red 2.5YR 4/6 2 Bt2 25-40 Red 2.5YR 4/6 clay 4 BC 40-55 Yellowish red 5YR 4/6 light silty clay loam 3 C 55.90 Variegated reddish yellow 7.5YR 6/8,yellow 10YR 7/6 &white*N8/ silt loam&loam 3&2 Reserve 4 Ap 0-7 Brown 7.5YR 4/4 loam 2 Btl 7-25 Strong brown 7.5YR 5/6 clay 4 Bt2 25-40 Yellowish red 5YR 4/6&red 2.5YR 4/6 clay 4 BC 40-46 Reddish yellow 7.5YR 6/8 light clay loam 3 C 46-70 Variegated brownish yellow 10YR 6/8,white*N8/,yellow 10YR 7/6& black*N 2/loam 2 Remarks: *(Where present)Color due to parent material and does not indicate redoximorphic conditions relating to a seasonal water table. **.w- 3 of 10 Abbreviated Design Form Thomas EnviroSoil,Inc. 598 Fletchers Level Road Amherst,Virginia 24521 434-946-5192 Description of property: Subdivision: Connor's Ridge Section: Lot: 5 Design Basis A. Estimated Percolation Rate _ 55 min./in. B. Trench bottom square feet per bedroom(from Table 4.6 based on[x] gravity L]LPD) 412 C. Number of bedrooms 3 Area Calculations D. Length of trench 85 ft. Length of available area_85_ft. E. Width of trench 3 ft. Depth of trenches_62 in. F. Number of trenches 5 G. Center-to-center spacing 9 ft. H. Width required 39 ft. Width of available area_39_ft. G(F-1)+E I. Total square footage required 1236_ (B * C) J. Square footage in design 1275_ (D *E*F) K. Is a reserve area required? U No [x] Yes Additional information for construction permits Separation distance to rock 18 in. Separation distance to seasonal ground water(redoximorphic feature)_N/A in. Type of feature: Is a pump required [x] No L]Yes Pump calculations [x] No J Yes L] See attached L]Engineer design required Alternative design[x] No U Yes L]Engineer design required Naar- -vow' 4 of 10 SOIL EVALUATION FORM Date: August 2,2003 Albemarle County Health Department Applicant: Brian Gillespie Telephone: 434-531-2117 Address: 989 Buck Mountain Ford Lane,Earlysville, VA 22936 Location: Rt.664(Markwood Rd)near Nortonsville Subdivision: Connor's Ridge Block/Section: Lot: 4 Slope: 12 % Depth to rock/impervious strata: None Depth to seasonal water table: No:X Yes: Free water present: No: X Yes: Range in inches: Estimated perc rate: 70 minutes/inch TE'+ GROUP I II IV Name and title of evaluator: Steven K.Thomas -...giaI i ■ All ✓- Va.Certified Professional rwrcientist Hole Horizon Depth Description of color,texture,etc. Texture # (in.) Group 5 Ap 0-5 Brown 7.5YR 4/4 loam 2 Bt 5-36 Red 2.5YR 4/6 clay 4 BC 36-45 Red 2.5YR 4/8 silty clay loam w/few masses of white*N8/ 3 C 45-80 Reddish yellow 5YR 6/8 light silty clay loam w/masses of white"N8/" red 2.5YR 4/6 3 6 Ap 0-6 Brown 7.5YR 4/4 loam 2 Bt 6038 Red 2.5YR 4/6 clay 4 BC 38-45 Red 2.5YR 4/6 silty clay loam w/few masses of yellow 1OYR 7/6 3 C 45-80 Variegated yellowish red 5YR 5/6,yellow 10YR 7/6&white"N8/clay loam to silty clay loam 3 7 Ap 0-8 Brown 7.5YR 4/4 loam 2 Btl 8-30 Yellowish red 5YR 5/6 clay 4 Bt2 30-55+ Red 2.5YR 4/6 clay w/few masses of brownish yellow 1OYR 6/8 4 55 Auger refusal-mafic rock fragments - Reserve 8 Ap 0-6 Brown 7.5YR 4/4 loam 2 B t 1 6-35 Red 2.5YR 4/6 clay 4 Bt2 35-40 Red 2.5YR 4/6 clay loam w/masses of brownish yellow 1OYR 6/8& white"N 8/ 3 C 40-80 Yellowish red 5YR 4/6 light clay loam 3 Remarks: *(Where present)Color due to parent material and does not indicate redoximorphic conditions relating to a seasonal water table. *me 5 of 10 Abbreviated Design Form Thomas EnviroSoil,Inc. 598 Fletchers Level Road Amherst,Virginia 24521 434-946-5192 Description of property: Subdivision: Connor's Ridge Section: Lot: 5 Design Basis A. Estimated Percolation Rate 70 min./in. B. Trench bottom square feet per bedroom(from Table 4.6 based on[x] gravity L]LPD) 596_ C. Number of bedrooms 3 Area Calculations D. Length of trench 91 ft. Length of available area_91 ft. E. Width of trench _3 ft. Depth of trenches 52 in. F. Number of trenches 6 G. Center-to-center spacing 10 ft. H. Width required 53 ft. Width of available area 53 ft. G(F-1)+E I. Total square footage required 1632 (B * C) J. Square footage in design _1638 (D *E* F) K. Is a reserve area required? [1 No [x] Yes Additional information for construction permits Separation distance to rock 18 in. Separation distance to seasonal ground water(redoximorphic feature)_N/A in. Type of feature: Is a pump required [x]No [1 Yes Pump calculations [x] No U Yes L] See attached 11 Engineer designed Alternative design [x]No U Yes U Engineer designed N'`"" Nome 6 of 10 SOIL EVALUATION FORM Date: August 2,2003 Albemarle County Health Department Applicant: Brian Gillespie Telephone: 434-531-2117 Address: 989 Buck Mountain Ford Lane,Earlysville, VA 22936 Location: Rt.664(Markwood Rd)near Nortonsville Subdivision: Connor's Ridge Block/Section: Lot: 3 Slope: 7 % Depth to rock/impervious strata: None Depth to seasonal water table: No:X Yes: Free water present: No: X Yes: Range in inches: Estimated perc rate: 45 minutes/inch TEX`d" GROUP I r III IV Name and title of evaluator: Steven K.Thomas ' i/../ G%� GYA^_� Va.Certified Professional Soil Sae 'st Hole Horizon Depth Description of color,texture,etc. Texture # (in.) Group 9 Ap 0-5 Brown 7.5YR 4/4 loam 2 Bt 5-35 Red 2.5YR 4/6 clay 4 BC 35-45 Yellowish red 5YR 4/6 light clay loam 3 C 45-80 Variegated dark yellowish brown 10YR 4/4,brownish yellow 10YR 6/8,& white*N8/loam to light silty clay loam 2-3 Reserve 10 Ap 0-6 Brown 7.5YR 4/4 loam 2 Bt 6-40 Yellowish red 5YR 4/6 clay 4 BC 40-50 Yellowish red 5YR 5/6&reddish yellow 5YR 6/8 light clay loam 3 C 50-80 Variegated brownish yellow 10YR 6/8,yellowish red 5YR 4/6& light yellowish brown 10YR 6/4 loam 2 11 Ap 0-6 Brown 7.5YR 4/4 loam 2 Bt 6-40 Yellowish red 5YR 4/6 clay 4 BC 40-50 Yellowish red 5YR 5/6&reddish yellow 5YR 6/8 light clay loam 3 C 50-80 Variegated yellowish brown 10YR 5/6,white*N8/Y reddish yellow SYR 6/8 loam and sandy loam 2 12 Ap 0.2 Brown 7.5YR 4/4 loam 2 Bt 2-36 Red 2.5YR 4/6 clay 4 BC 36-42 Yellowish red 5YR 5/6 light clay loam 2 C 42-80 Variegated yellowish brown 10YR 5/6,white*N8/&strong brown 7.5YR 5/6 loam 2 Remarks: *(Where present)Color due to parent material and does not indicate redoximorphic conditions relating to a seasonal water table. `""r- 7 of 10 Abbreviated Design Form Thomas EnviroSoil,Inc. 598 Fletchers Level Road Amherst,Virginia 24521 434-946-5192 Description of property: Subdivision: Connor's Ridge Section: Lot: 3 Design Basis A. Estimated Percolation Rate 45 min./in. B. Trench bottom square feet per bedroom(from Table 4.6 based on[x] gravity L]LPD) 344 C. Number of bedrooms 3 Area Calculations D. Length of trench_70_ft. Length of available area_70_ft. E. Width of trench 3 ft. Depth of trenches 62_in. F. Number of trenches 5 G. Center-to-center spacing 9_ft. H. Width required 39 ft. Width of available area 39 ft. G(F-1)+E I. Total square footage required 1032 (B * C) J. Square footage in design 1065 (D *E*F) K. Is a reserve area required? [1 No [x] Yes .4dditional information for construction permits Separation distance to rock 18 in. Separation distance to seasonal ground water(redoximorphic feature) N/A in. Type of feature: Is a pump required [x]No L] Yes Pump calculations [x]No L]Yes L] See attached L]Engineer designed Alternative design [x]No U Yes [J Engineer designed Now "", 8 of 10 SOIL EVALUATION FORM Date: August 2,2003 Albemarle County Health Department Applicant: Brian Gillespie Telephone: 434-531-2117 Address: 989 Buck Mountain Ford Lane,Earlysville, VA 22936 Location: Rt.664(Markwood Rd)near Nortonsville Subdivision: Connor's Ridge Block/Section: Lot: 2 Slope: 14 % Depth to rock/impervious strata: None Depth to seasonal water table: No:X Yes: Free water present: No: X Yes: Range in inches: Estimated perc rate: 55 minutes/inch TE I • GROUP I II () N ,,, Name and title of evaluator: Steven K.Thomas 40 .( c-7i' o(MA Va.Certified Professional Soil /fist Hole Horizon Depth Description of color,texture,etc. Texture # (in.) Group 13 Ap 0-5 Brown 7.5YR 4/4 loam 2 Bt 5-30 Red 2.5YR 4/6 clay 4 BC 30-40 Reddish yellow 5YR 6/8 light silty clay loam 3 C 40-72 Reddish yellow 7.5YR 6/8 grading to variegated brownish yellow 1OYR 6/8, white"N8/&yellow 10YR 7/6 silt loam 3 14 Ap 0-4 Brown 7.5YR 4/4 loam 2 Bt 4-32 Red 2.5YR 4/6&yellowish red 5YR 4/6 clay 4 BC 32-40 Yellowish red 5YR 4/6 light silty clay loam 3 C 40-72 Reddish yellow 5YR 6/8 light silty clay loam&silt loam w/few masses of white*N8/&red 2.5YR 4/8 3 15 Ap 0-2 Yellowish red 5YR 4/6 clay loam 3 Bt 2-25 Red 2.5YR 4/6 clay 4 BC 25-40 Reddish yellow 5YR 6/8 clay loam&silty clay loam w/few masses of white"N8/(feldspar) 3 C 40-72 Reddish yellow 7.5YR 6/8 loam and light clay loam w/masses of white"N8/ (feldspar) 2&3 Reserve 16 Ap 0-5 Brown 7.5YR 4/4 loam 2 Bt 5-28 Red 2.5YR 4/6 clay 4 BC 28-35 Yellowish red 5YR 5/6 clay loam w/few masses of strong brown 7.5YR 5/6 3 C 35-72 Variegated strong brown 7.5YR 5/6,dark yellowish brown 10YR 4/4& reddish yellow 7.5YR 6/8 light clay loam 3 Remarks: •(Where present)Color due to parent material and does not indicate redoximorphic conditions relating to a seasonal water table. ",," ''r'` 9 of 10 • Abbreviated Design Form Thomas EnviroSoil,Inc. 598 Fletchers Level Road Amherst,Virginia 24521 434-946-5192 Description of property: Subdivision: Connor's Ridge Section: Lot: 2 Design Basis A. Estimated Percolation Rate 55 min./in. B. Trench bottom square feet per bedroom(from Table 4.6 based on[x]gravity [_]LPD) 412 C. Number of bedrooms 3 Area Calculations D. Length of trench_85_ft. Length of available area_85_ft. E. Width of trench 3 ft. Depth of trenches_52_in. F. Number of trenches 5_ G. Center-to-center spacing 10_ft. H. Width required 43 ft. Width of available area 43 ft. G(F-1) +E I. Total square footage required 1236_ (B * C) J. Square footage in design 1275_ (D *E*F) K. Is a reserve area required? L] No [x] Yes Additional information for construction permits Separation distance to rock 18 in. Separation distance to seasonal ground water(redoximorphic feature) N/A in. Type of feature: Is a pump required [x] No L] Yes Pump calculations [x] No L] Yes U See attached L]Engineer designed Alternative design [x] No 11 Yes U Engineer designed ¢'"'o" 10 of 10 Certification Statement ThomasEnviroSoil,Inc. 598 Fletchers Level Road Amherst,Virginia 24521 434-946-5192 County: Albemarle Date: August 2,2003 Property Identification:_Connor's Ridge,Lots 2-5,tax map 8 parcel 34 Submitted by: Steven K.Thomas,CPSS,President - ThomasEnviroSoil,Inc. This is to certify according to §32.1-163.5 of the Code of Virginia that work submitted for the referred property is in accordance to and complies with the Sewage Handling and Disposal Regulations of the Virginia Department of Health. I recommend a_subdivision approval (1)be approved (2). ** %0,N1-11 of AO SE f' #12_ Date:August 2, 2003 0.7\ LI,Q CPSS Date: — STEVEN K. THOMAS > No. 3401000006 . Certified Professional Soil Scientist Seal If the submission contains a certification by a professional engineer in consultation with an AOSE, the following statement shall be signed and sealed: I hereby certify that the evaluations and designs contained herein (refer to subdivision, lot, etc.) were conducted in accordance with the Sewage Handling and Disposal Regulations(12VAC 5-610-10 et seq., the `Regulations") and the policies of the Virginia Department of Health for implementation of those Regulations. Furthermore, I certify that the evaluations and designs comply with the minimum requirements of the Regulations. I recommend a (1)be (2). Licensed PE: Date: Seal 1- This blank must be filled in with one of the following terms:'permit','certification letter',or'subdivision approval'. 2- This blank must be filled in either the term`approved'or'denied'. ** If site and/or soil conditions of the proposed drainfield area change because of construction,excavation,land clearing,stockpiling soil of other materials,prior to installation of the system,this certification statement is null and void.