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HomeMy WebLinkAboutSUB201300003 Approval - Agencies 2013-01-14 4'411111, '41•Of M 1i1 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 January 29,2013 Mr. Brent Nelson, Planner Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 RE: Review of Proposed Rural Subdivision Plat and attached Soils Information for Individual Onsite Sewage Systems for TM 40 Parcel 24A Dear Mr.Nelson, On January 24,2013,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 5 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, AOSE#1940 000278. 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, c Kelly L. Donahoe Environmental Health Specialist Senior John Y. Gooch, P.E. OOCl2 Steve Gooch, C.P.G./A.O.S.E. jyg @gooch-eng.com spg @gooch-eng.com rig Z i i-'trig Matthew P. Gooch, P.E. Phone (434) 293-7449 mpg @gooch-eng.com "7 eStiiz g, IT2C_ Fax (434) 293-5137 1821 Broadway Street Charlottesville, Virginia 22902 www.gooch-eng.com January 15, 2013 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 Parcels A and B A Rural Division of Tax Map 40 Parcel 24A The Bernard S. Jones Trust 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, Gooch Engineering and Testing, Inc. 77-eee 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 The Bernard S.Jones Trust Phone (434)823-1985 Mailing Address 2271 White Hall Road Phone Crozet, Virginia 22932 Fax Developer/Agent Gooch Engineering and Testing Phone (434)293-7449 Mailing Address 1821 Broadway Street Phone Charlottesville,Virginia 22902 Fax AOSE Steve Gooch Phone (434)531-0487 Mailing Address 1821 Broadway Street Phone Charlottesville,Virginia 22902 Fax Directions to Property: From Crozet 810 towards White Hall,right on gravel driveway at 2271 White Hall Road Name of Proposed Subdivision Tax Map 40-24A Other Property Identification Dimension/Acreage of Property 61.58 Ac. Number of lots proposed 2 Proposed water source(note:new or existing,public or individual) existing,individual General size of lots 30.2 Ac.and 31.38 Ac. (give range if appropriate) Additional description of subdivision Overview of soils and geology(optional but encouraged) In order for VDH to process a subdivision application you must attach a plat of the property showing the location of the proposed onsite sewage disposal systems and the reserve absorption areas(if required)and the location of the water supply system on each lot, if applicable. Each plat or subsection of a subdivision shall be accompanied by specific soil information for each lot(absorption area and reserve area). If not provided by the local subdivision ordinance,the district or local health department may require the plat to show streets, utilities,storm drainage,water supplies,easements,lot lines,and original topographic contour lines by detail survey or other information as required. When the AOSE site evaluations are reviewed,the property lines,building location and the proposed well and sewage system sites must be clearly marked and the property sufficiently visible to see the topography,otherwise this application will be denied. I give permission to the Virginia Department of Health(VDH)to enter onto the property described during normal business hours for the purpose of processing this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite Soil Evaluator(AOSE)or a Professional Engineer(PE)as necessary until the sewage disposal system has been constructed and approved. i - , J—i —13 Signature of Owner%Agent Date Commonwealth of Virginia HealthDepamnentlDk 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) Name and title Of requostor • Date AOSE Form F Revised 9/29/04 Soils Study for Drain Field Sites Parcels A and B A Rural Division of Tax Map 40-24A Albemarle County s M Prepared for: The Bernard S. Jones Turst 2271 White Hall Road Crozet, Virginia 22932 Prepared by: Gooch Engineering& Testing, Inc. 1821 Broadway Street Charlottesville, VA 22902 January 15, 2013 Page 1 of 5 OSE/PE Report for: vo.. Construction Permit [1 Certification Letter I I Subdivision pproval 1 1 Property Location: 911 Address: 2271 White Hall Road City: Crozet Lot A Section Subdivision The Bernard S. Jones Trust GPIN or Tax Map# 40-24A Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: The Bernard S. Jones Trust Street: 2271 White Hall Road City:Crozet State Virginia Zip Code 22932 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 1821 Broadway Street City Charlottesville State Virginia Zip Code 22902 PE Name: License# �w. Address City State Zip Code Date of Report 1/15/13 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. igThe 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 be(select one)issued Q denied❑. OSE/PE Signature -,(i-e,. L !3 .I Date /3 )2ajtZair Soil Profile Reserve Drain Field Parcel A A Rural Subdivision of Tax Map 40-24A Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 9 0-8 A Brown(7.5YR 4/2)clay loam 3 8-34 Bt Red(10R 4/8) silty clay loam 3 34-84 C Yellowish red(5YR 5/8) sandy clay loam 2 10 0-8 A Brown(7.5YR 4/2) clay loam 3 8-32 Bt Red (10R 4/8) silty clay loam 3 32-60 Cl Light yellowish brown (10YR 6/4) sandy loam 2 60-84 C2 Pink(7.5YR 8/3) sandy loam 2 11 0-10 A Dark gray (10YR 4/1) sandy loam 2 10-24 E Light brown(7.5YR 6/3) sandy loam 2 24-48 Bt Yellowish brown(10YR 5/6) sandy clay loam 2 48-84 Cl Reddish yellow(5YR 7/6) sandy loam 2 12 0-8 A Dark gray(10YR 4/1) sandy loam 2 8-13 E Brownish yellow(10YR 6/6) sandy loam 2 13-39 Bt Yellowish red(5YR 5/6) sandy clay 4 Now 39-60 Cl Yellowish brown(10YR 5/8) sandy clay loam 2 60-84 C2 White (10YR 8/1) sandy loam 2 Note: Chroma 1 due to parent material 13 0-6 A Dark gray(10YR 4/1) sandy loam 2 6-12 E Brownish yellow(10YR 6/6) sandy loam 2 12-36 Bt Yellowish red(5YR 5/8) silty clay loam 3 36-64 Cl Reddish yellow(5YR 7/6) sandy loam 2 64-84 C2 Light yellowish brown(10YR 6/4) sandy loam 2 Page 3 of Appendix 2 Soil Summary Report • GENERAL INFORMATION tip.. Date 1/14/13 Submitted to Albemarle County Health Department Applicant The Bernard S. Jones Trust Telephone Number (434)823-1985 Address 2271 White Hall Road Crozet,Virginia 22932 Owner same Address same Location 2271 White Hall Road Tax Map 40-24A Subdivision Block/Section Lot Parcel A SOIL INFORMATION SUMMARY 1pfve_ vrisK 1. Position in landscape satisfactory? Yes (— No Describe side slope 2. Slope 13 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table(gray mottling or gray color) i No r Yes inches 5. Free water present IX No r Yes range in inches Soil percolation rate estimated ix Yes Texture group I II III IV No Estimated rate 45 min/inch 7. Permeability test performed r Yes No If yes, note type of test performed and attach Fg Site Approved: Drainfield to be placed at 60" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. P Position in landscape subject to flooding or periodic saturation. 2. F Insufficient depth of suitable soil over hard rock. 3. P Insufficient depth of suitable soil to seansonal water table. 4. F Rates of absorption too slow. 5. P Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. r Proposed system too close to well. 7. P Other Specify (attach additional pages if necessary) )7 y60E-c-C 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 ❑ primary and reserve area, ❑ only the primary area, .only the reserve area(check one)for_Parcel A—A Division of TM 40-24A(Property ID). Design Basis Total length of available area: 90' Total width of available area: 85' Estimated Perc. Rate: 45 at 60" in. (depth) Number of bedrooms(or GPD): 5 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: 344 Total trench bottom area required: _1720_ Area Calculations Number of trenches 7 Length of trenches: 90' Width of trenches: 3' Center to center spacing: 9' Reserve required? This is reserve Percent reserve area required: 100 Total width of absorption area required 57' Total trench bottom area provided: 1890 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 iv REAR = 35' T.M.40-25.- ?Cl PETER L..& VICTORIA W.JONES . ' a-c SUPERVISORS DATE D.8.2183-510. 514 & 515 PLAT � -� D.B.2013-338 0.6. 1700-736 PLAT-- --Liu r Q,OP3 G /�� POLE THE BERNARD S.JONES TRUST ' `Ali ,4 \-' DATED AUGUST. 3. 1998 ET AL SEE /PN�.... D.6.4280-565 DETAIL. �l �• �-'EE�-� D.8. 1773-42, D:B.750-292 W.B.47-427, D.B.-261-586 v EXISTING & D.B. 122-458 PLAT ,�N�� <l� ENTRANCE 4.. � Q(Z L5� L14 5�SGQ� L15 . PAP,r=_ o;Q �2 L16 Y 4,- Liz 3 1 Jas LiB : L23 0 \ AT ' POLE 1,,9 .L 19 4), ' 1 "C., L20 . L24 L21 %,c�L22 .LL26 /POLE : . L 1 i THRU L53 -_= �ti- �p L27 . ALONG STPE= L28 AS IT MEA.N'--- 27.60 . ___ #. - PARCEL A L29'1)L30 MAJOR COURSES .-,4,4, - j i-.';`141.65' GRAVEL 30. 20 ACRES L31 POLE DRIVEWAY ... , .52„W IRON L33 ” 35 25' � FOUND L34 ,,`' !` 7-. -,,,-',,,,. �" t'F G ar. 1 _ - - 'P (�'?''- 1%,° t,' 4'xi s� ' V .5_ ! c f;-t3 1 L 6 v1 �a r, A f �a f .v} PROPOSEDt: \.3 _ ■ POLE 4 - ORAINFIELO LAG ej9.•\-- 1 D9'09"E �:o AREA . FLAG - L /I?,�� `:rycri a 13 =�. #10 % . ,`tin 3232 FLAG Vj ' L ll ?x ) f . . , 'tn 3?'FLAG \- _ _ - P�pM. / _ --- \ N52888484tlW CG(j .? � #ix. �� T �- SON .� ° /^ - - - APPROX. ,. - ;.? :.Av. - -._ _ LOCATION •' O/ ION FOUND IRON ' POND -. .-- --- 0J� 3'34"W. 11.06' : SET .� �4,P/ - -� DM CORNER PIPE ,'✓" ' ey; ` ��cs .. N3 90.75 4"W ,FOUND �p ' o -\ IRON FOUND ° --------- N87 °12'22"W 8.38.'.. Z / - FROM CORNER N13 °53'34"W. -- • Scale 1"=200' o- Soil Profile Hole °' -_ 225.22' M House Well and Drain Field Sites -_ PIPE ' FOUND X- Parcel A -_ _ -TRACI A Rural Division of TM 40-24A . DOWN Albemarle County, Virginia THE BERNARD S.JONES-. TRUST Di Gooch Engineering & Testing, Inc. r D.B.3750- 1821 Broadway Street Charlottesville, Virginia 22902 i Page 1 of 8 OSE/PE Report for: Construction Permit I I Certification Letter n Subdivision Approval IN Property Location: 911 Address: 2271 White Hall Road City: Crozet Lot B Section Subdivision The Bernard S. Jones Trust GPIN or Tax Map# 40-24A Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: The Bernard S. Jones Trust Street: 2271 White Hall Road City:Crozet State Virginia Zip Code 22932 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 1821 Broadway Street City Charlottesville State Virginia Zip Code 22902 PE Name: License# Address New- City State Zip Code Date of Report 1/15/13 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 Forms Soil Profile Sheets Survey Plat Soil Information Summary Sheets 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 prpfessjonal licgnsg 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. isThe 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 be(select one)issued 0 denied❑. OSE/PE Signature `?� "u Date / /`i-/3 Pet' 2 Soil Profile Primary Drain Field Parcel B A Rural Subdivision of Tax Map 40-24A 's... Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-8 A Brown(7.5YR 5/4) sandy clay loam 2 8-30 Bt Red (10R 4/8) silty clay loam 3 30-54 BC Red (2.5YR 5/8) silty clay loam, yellowish red (5YR 5/8) 3 clay loam, white feldspar 54-84 Cl White (10YR 8/1) loamy sand with granite fragments 1 Note: Chroma 1 due to parent material 2 0-8 A Brown(7.5YR 5/4) sandy clay loam 2 8-45 Bt Red (1OR 4/8) silty clay loam 3 45-57 BC Red(2.5YR 5/8) silty clay loam, light reddish brown 3 (5YR 5/4) sandy clay loam 57-84 C Reddish yellow(7.5YR 7/6) sandy clay loam 2 6 0-4 A Dark gray(10YR 4/1) sandy loam 2 4-14 BE Brown(7.5YR 5/4) sandy clay loam 2 14-36 Bt Red(10R 4/8) silty clay loam 3 36-64 BC Red(10R 4/8) silty clay loam,yellowish red (5YR 5/8) 3 sandy clay loam 64-84 C Light reddish brown(5YR 6/4) clay loam, some sand 3 7 0-10 A Brown(7.5YR 4/2) sandy clay loam 2 10-30 Bt Red (10R 4/8) silty clay loam 3 30-58 BC Yellowish red(5YR 5/8) clay loam, some sand 3 58-84 C Very pale brown(10YR 8/2) sandy loam 2 Note: Chroma 2 due to parent material 8 0-8 A Brown(7.5YR 4/2) sandy clay loam 2 8-42 Bt Red(10R 4/8) silty clay loam 3 42-50 BC Red(10R 4/8) silty clay loam,yellowish red (5YR 5/8) 3 sandy clay loam 50-62 C Light reddish brown(5YR 6/4) sandy loam, some granite 2 fragments 62- Cr 50%+granite Page 3 of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 1/14/13 Submitted to Albemarle County Health Department Applicant The Bernard S. Jones Trust Telephone Number (434) 823-1985 Address 2271 White Hall Road Crozet, Virginia 22932 Owner same Address same Location 2271 White Hall Road Tax Map 40-24A Subdivision Block/Section Lot Parcel B SOIL INFORMATION SUMMARY- pfyyx„"h 01,41,k 17.7 eid 1. Position in landscape satisfactory? (X Yes (— No Describe side slope 2. Slope 9 % 3. Depth to rock or impervious strata: Max. 84"+ Min. 62" None 4. Depth to seasonal water table(gray mottling or gray color) rx No i Yes inches 5. Free water present iX No P Yes range in inches Soil percolation rate estimated `x Yes Texture group I II ® IV i No Estimated rate 85 min/inch 7. Permeability test performed (� Yes (X No If yes, note type of test performed and attach IR Site Approved: Drainfield to be placed at 36" depth at site designated on permit. i Site Disapproved: Reasons for rejection: 1. P Position in landscape subject to flooding or periodic saturation. 2. P Insufficient depth of suitable soil over hard rock. 3. I^ 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. P Proposed system too close to well. 7. [— Other Specify (attach additional pages if necessary) f y Y 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, nly the primary area, ❑ only the reserve area(check one)for_Parcel B—A Division of TM 40-24A(Property ID). Design Basis Total length of available area: 100' Total width of available area: 85' Estimated Perc. Rate: 85 at 36' 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: 718 Total trench bottom area required:_2872 Area Calculations Number of trenches 10 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 845 Total trench bottom area provided: 3000 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 Pa* 4 v? F Soil Profile Reserve Drain Field Parcel B A Rural Subdivision of Tax Map 40-24A ,.•••- Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 3 0-4 A Dark gray(10YR 4/1) sandy loam 2 4-20 BE Brown(10R 5/4) sandy clay loam 2 20-60 Bt Red(10R 4/8) silty clay, olive yellow(2.5Y 5/6) and 4 gray(10YR 5/1)mottles below 26" 60-84 BC Red(10R 4/8) silty clay loam,yellowish red (5YR 5/8) 3 sandy clay loam 4 0-10 A Dark gray(10YR 4/1) sandy loam 2 10-48 Bt Red (10R 4/8) silty clay loam 3 48-84 BC Red(10R 4/8) silty clay loam and light reddish brown 3 (2.5YR 6/4) sandy clay loam 5 0-4 A Dark gray(10YR 4/1) sandy loam 2 4-20 BE Brown(10R 5/4) sandy clay loam 2 20-60 Bt Red (10R 4/8) silty clay loam 3 36- Cr Granite ``"' 6 0-4 A Dark gray(10YR 4/1) sandy loam 2 4-14 BE Brown(7.5YR 5/4) sandy clay loam 2 14-36 Bt Red (10R 4/8) silty clay loam 3 36-64 BC Red (10R 4/8) silty clay loam, yellowish red(5YR 5/8) 3 sandy clay loam 64-84 C Light reddish brown(5YR 6/4) clay loam, some sand 3 Page 6 of 7 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 1/14113 Submitted to Albemarle County Health Department Applicant The Bernard S. Jones Trust Telephone Number (434)823-1985 Address 2271 White Hall Road Crozet, Virginia 22932 Owner same Address same Location 2271 White Hall Road Tax Map 40-24A Subdivision Block/Section Lot Parcel B SOIL INFORMATION SUMMARY - /77e ertre. Day/K Fie/I 1. Position in landscape satisfactory? (X Yes (— No Describe side slope 2. Slope 9 % 3. Depth to rock or impervious strata: Max. 84"+ Min. 36" None 4. Depth to seasonal water table(gray mottling or gray color) i No ! Yes inches 26" 5. Free water present rX No P Yes range in inches i. Soil percolation rate estimated i Yes Texture group I II Ill IV No Estimated rate 105 min/inch 7. Permeability test performed I- Yes (X No If yes, note type of test performed and attach ix Site Approved: Drainfield to be placed at 14" depth at site designated on permit. I Site Disapproved: Reasons for rejection: 1. [ Position in landscape subject to flooding or periodic saturation. 2. P Insufficient depth of suitable soil over hard rock. 3. P Insufficient depth of suitable soil to seansonal water table. 4. 1 Rates of absorption too slow. 5. P Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. I- Proposed system too close to well. 7. P Other Specify Nielow (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. Nino. � This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, CN'only the reserve area(check one)for_ Parcel B—A Division of TM 40-24A(Property ID). Design Basis Total length of available area: 100' Total width of available area: 70' Estimated Perc. Rate: 105_ at 14" in. (depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method :_Gravity Distribution method (specify): Gravity 3c Dispersal system basis GMP 118A LGMI required? No (Yes/No) Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 358 Total trench bottom area required:_1432 Area Calculations Number of trenches 8 Length of trenches:_100' Width of trenches: 3' Center to center spacing: 9' Reserve required?_This is reserve _ Percent reserve area required:_100 Total width of absorption area required 66' Total trench bottom area provided: 2400 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 51Ut5= co REAR = 35' ----- T.M.40-25 - - )7L(� ' oFF PETER L.& VICTORIA W.JONES \ -----0-"___r_-- IRCN`, 0.6.2183-510. 514 & 515 PLAT o��� i FOU` 3 ' D.8.2013-338 ,k�- PULE . POLE AT ' c^? D.B. 1700-736 PLATj!/ pPp c.„ -�/ POLE cn Q it 1 ' 7--\g 6Q�pC�� , CL SEE ♦ t--' CO =TAIL 1►� .. EXISTING ) �, --. �� p iI. ENTRANCE c3+ , ©� c L13 N _ �i4 PARCEL 8 Cr L15 : - = 0 L 16 ' 3 i . .3. 8 ACES _ cc% z L17 + a ISO. L18 L23 ; , 3A' `rT,9 L19 tio� r \ `D • 9r+L20 ``^ L24 t e L21 s• L25 .-. L26 ),'� 7 ,, t \� - L11--THRU L53 ARE Fiat a r car t& 4; + \gyp L27 . ALONG STREAM.- #4 '45 ' + L28. AS IT .MEANDERS FLAG I. #3 L29 ' MAJOR-COURSES SHOWN ____ 316 : �DPOSEO EL. A -, r '• ,-,c,,, ;-., .�'L_ G -- SEPTIC - __-- ACRES L31 , . t�0.-P, .k , F#6 1� � �.. #6 ,``-`_ 312. 'GRAINFIELD W L32 �-it 's - !�".. FLa o_ FLAG L33 3 #1 _ -__ #2 L34 . , V FLAG "5, V4) #8 FLA '304 #7 r i FIELD FLAG FLAG V3 ��\eR? - 1 ptT1AM BUFFER. FLAG. 'i,/Q .i \. t,„ , �/' 'Cr 1 #1028 ', -' #12 \.A�, : �r ;'_-!-'` APPROXIMATE LOCATIONST I POND 9 32A/g�o \. Ip V- O _REAM \ 3 1 �P� -- �;. J - �o SET o '`-r." + .-r cti 0) (#. h 100.'STREAM BUFFER ■ ,- v.. cf.,,-- e cr, / ,, ,- .2.: _ ....._ Q% :g���P rI , 327. Scale 1"=200 o - Soil Profile Hole _-, :-:,, 1 w 669.52' - IRON S88`o House, Well and Drain Field Sites `� S85'52 .2 SET Parcel B A Rural Division of TM 40-24A -_` T �` Albemarle County, Virginia .40-23B Gooch Engineering & Testing, Inc. AUGUST. 3, 1998 AND ROBIN JONES MELLI = __ 4280-569 1 82 1 Broadway Street -- 746 THRU.749 PLAT Charlottesville, Virginia 22902