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HomeMy WebLinkAboutSUB201500033 Approval - Agencies 2015-04-22 k 44 it Vip .t7 e V 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 April 22,2015 Christopher P. Perez 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 37 located in Albemarle County,Virginia. Dear Mr. Perez: On March 26,2015,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 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,OSE#1940001284. This subdivision approval is issued in reliance upon that certification. Pursuant to §360 of the Regulations this approval is not an assurance that Sewage Disposal System Construction Permits will be issued for any lot in the subdivision identified above unless that lot is specifically identified on the above referenced plat as having an approved site for an onsite sewage disposal system,and unless all conditions and circumstances are present at the time of application for a permit as are present at the time of this approval. This subdivision may contain lots that to do not have approved sites for onsite sewage systems. This subdivision approval does pertain to the requirements of local ordinances. Sincerely, rt•�-= J ravis T.Davis Environmental Health Specialist, Sr. New of A U ti I:1 '_: Environmental Health Serviceb MAR 2 7 2015 �... COUNTY OF ALBEMARLE cV+s V Department 401 McInCommunity re Road,Room 227 Develop . , - Charlottesville,Virginia 22902-4596 --� c.) Phone(434)296-5832 Fax(434)972-4126 March 26, 2015 Teresa Batten Virginia Department of Health 1138 Rose Hill Drive (rn n�r„, n Charlottesville,VA 22906 RE: SUB2015000-33 James M.David—two lot subdivision (Plat titled: "Subdivision Plat Lot A and Lot B a division of TM 54 Parcel 37...") Dear Ms. Batten: The County of Albemarle has received application to develop/subdivide [Tax Map 54 Parcel 37]. This project requires Health Department approval before receiving final County approval. The applicant has provided soils information for the proposed 2.52 acre Lot A and the 2.77 acre Lot B,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, Sections 14-309 and 14-310 of the Albemarle County Code. Should you have any comments please feel free to contact me. Sincerely, Christopher P. Perez Senior Planner Department of Community Development Voice: (434)296-5832 ext. 3443 email: cperez @albemarle.org Nur Steve Gooch STEVE GOOCH spgooch.geologist @gmail.com C.P.G./O.S.E CONSULTING GEOLOGIST, INC. Phone: 434-531-0487 703 Oliver Creek Rd. Troy, Virginia 22974 February 21, 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 Lots A and B A Division of Tax Map 54-37 Albemarle County Dear Mr. Fritz: Enclosed are three (3) copies of the soils work associated with the proposed drain field sites for the above-referenced property. We request that you forward two (2) copies to the Charlottesville-Albemarle Health Department for their review. Also enclosed is the application for subdivision review form. If you have any questions,please do not hesitate to call. Sincerely, Steve Gooch Consulting Geologist, Inc. Steve Gooch Encl. Niiew 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) ter. Owner James Davis Phone (434)978-7212 Mailing Address 384 Newtown Road Phone Greenwood,VA 22943 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 Crozet exit,left on Rt.250,right on Greenwood Road to 970 Greenwood Road on left Name of Proposed Subdivision Tax Map 54-37 Other Property Identification Dimension/Acreage of Property 5.29 Ac. Number of lots proposed 2 Proposed water source(note:new or existing,public or individual) new,existing,individual General size of lots 2.52 Ac,and 2.77 Ac. (give range if appropriate) Additional description of subdivision %kr 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. 'give permission to the Virginia Department of Health(VDH)to enter onto the property described during normal business hours for the 4,rpose 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. fi zlzz//y Signature of Owner/Agent Date Commonwealth of Virginia HealthDepartment1 Use 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 requestor Date OSE Form F Revised 7/02/09 Soils Study for Drain Field Sites Lots A and B A Division of Tax Map 54 Parcel 37 Albemarle County Prepared for: James Davis 384 Newtown Road Greenwood, VA 22943 Prepared by: Steve Gooch Consulting Geologist, Inc. 703 Oliver Creek Road Troy, Virginia 22974 February 21, 2015 Page 1 of 5 OSE/PE Report for: Construction Permit n Certification Letter n Subdivision Approval L! Property Location: 911 Address: 970 Greenwood Road City: Lot A Section Subdivision GPIN or Tax Map# 54-37 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: James Davis Street: 384 Newtown Road City:Greenwood State VA Zip Code 22943 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# mew Address City State Zip Code Date of Report 2/21/15 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. 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 ig be(select one)issued Q denied❑. OSE/PE Signature '`.Q(jZ e7r Date Z/Zl'/i` Pale_ 2 cF Soil Profile Reserve Drain Field Lot A A Division of TM 54-37 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 10 0-5 A Dark gray(10YR 4/1) clay loam 3 5-60 Bt Light red(2.5YR 6/8) silty clay loam 3 60-84 C Strong brown(7.5YR 5/8) clay loam, white feldspar 3 11 0-8 A Dark gray(10YR 4/1) clay loam 3 8-46 Bt Light red(2.5YR 6/8) silty clay loam 3 46-84 C Brownish yellow(01 YR 6/8) sandy loam 2 12 0-6 A Dark gray(10YR 4/1) clay loam 3 6-30 Bt Red(10R 5/8) silty clay loam 3 30-54 BC Yellowish red(5YR 5/8) silty clay loam, granite 3 fragments below 50" 54- Cr 13 0-9 A Dark gray(10YR 4/1) clay loam 3 9-31 Bt Red(10R 5/8) silty clay loam 3 31-59 BC Yellowish red (5YR 5/8) silty clay loam 3 59-84 C Brownish yellow(10YR 6/8) loam 2 14 0-7 A Dark gray(10YR 4/1)clay loam 3 7-48 Bt Red(10R 5/8) silty clay loam 3 48-70 BC Yellowish red (5YR 5/8) silty clay loam 3 70-84 C Yellow(10YR 7/8) sandy loam 2 Page ?j of Appendix 2 Soil Summary Report N.. GENERAL INFORMATION Date 2/21/15 Submitted to Albemarle County Health Department Applicant James Davis Telephone Number (434) 987-1212 Address 384 Newtown Road Greenwood, VA 22943 Owner same Address same Location 970 Greenwood Road Tax Map 54-37 Subdivision Block/Section Lot A SOIL INFORMATION SUMMARY _ ple,,ave Orziik 1. Position in landscape satisfactory? X Yes No Describe side slope 2. Slope 13 % 3. Depth to rock or impervious strata: Max. 84"+ Min. 54" None 4. Depth to seasonal water table(gray mottling or gray color) X No Yes inches 5. Free water present X No Yes range in inches 4`'116. Soil percolation rate estimated X Yes Texture group I II ® IV No Estimated rate 90 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 36" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. Position in landscape subject to flooding or periodic saturation. 2. Insufficient depth of suitable soil over hard rock. 3. Insufficient depth of suitable soil to seansonal water table. 4. Rates of absorption too slow. 5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. Proposed system too close to well. 7. Other Specify (attach additional pages if necessary) 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, Dimly the reserve area(check one)for Lot A —A Division of TM 54-37(Property ID). Design Basis Total length of available area: 60' Total width of available area: 60' Estimated Perc.Rate: 90 at 36" in.(depth) Number of bedrooms(or GPD): 4 Conveyance Methods: Pump Distribution method (specify): Pump 3c Dispersal system basis GMP 118A LGMI required? No (Yes/No) Effluent quality required:__Secondary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: _ _ 306 Total trench bottom area required:_1224 Area Calculations Number of trenches 7 Length of trenches: 60' 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: 1260 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 TANGENT CHORD CHORD BEARING J . 11 78.62 152.60 S77'15'26"E . 16 62.76 116.20 S68.58'21"E HEALTH DEPARTMENT COF R2 25.35 50.59 342'55'38"E NOT FOR RECORDATION Nis.-1 6.57 13. 14 S38'07' 13"E IRON FOUND IN R/W 'N N30'13' 19"E 1.30' STATE ROUTE FROM CORNER 40'R/W (D.B.57; �'�_ BEAGLE GAP R North 3908957 IRON '"'----------- East 11409219 SET C1 NB8•47'55"E IRON 5 SET EDGE OF . T ,,, C S46 •44'37"E GRAVED=� - -• 1; 2 30.47' DRIVEWAY ROUND -T SET T.M.54-39 CONCRETE STORY IRON HURST PROPERTY, LLC -4 CASING ;.- FRAME \` SET 0.6.3285-509 oi�t�,''� FRAMES . D.B.676-413 PLAT �4'i' 4 BLDG. �� ;ice O n) POLE • •_:Y';�-' sr `. •4/ LOT A ,a'v-y - ,`'yr'.- °) 2. 52 ACRES FRAME ,.�:`' IRON ��` f:•T • • s• . • • - FLAG I-13-1 -n'_.'---- C9q,,, SET . C�` Oi'Atn. 1. '� ° PAV �1.-= G,'•, North 3908692 IRON "? FLAG.. -' WAY F !2 .FLAG g0 ``,• East 11409065 SET _i�.,e �(�� OL 0�9',�'•. .r SEPTIC PROPOSED %I. Y AXLE FOUND BRAINFIELD ----106 44. OFISIP SEPTIC o Fes`, S30.13' 19"W 2.85' AREA -`AL n F9O AREA 9,,;',.• ,,... FROM CORNER y J>> FLAG `ion • - FL4A 7 FLAG B .'•. i 0 11 PROPOSED CJ. E�8 E•gg2.8 ST ��, FENCE 3B WEL > i • ARE, ��, ---ems- �'� T.M.54-39A �o, r IRON 0(0 ( ss ANN CANAV ��{{..����.� }. t�, ! 4`® SET i # L .'_ : O> -9 1,L E■89i. FLAG•0.8. 174-2 -� y O UNRECORDED PLAT BY ,' S _ -_------'-eFLAG G O IRON i•••.•, ER W.RAY & ASSOC.. INC / > FL"t4-. __ g96-- 3 OA SET, r.::,' O 4 j........ J ./'r , DATED 05-06-95 V uP. PROPOSED t gR• F UND 4.78 • d. • SEPTIC .0--'66A---- ® °,- ,..... t... / 51%311------4 ORAELO >' FLAG LAG /.. / C t. 1411 .; ' - ' s�.----s 2 .,�, POLI IRO. a a - Mammy- ��" IRON .- .7.. .Q ._... FOU ('?'A i"c•. • �FiL.�G SET.'. %-.-.--�.� -:/..:•• ',/ F COROATION �•� IRON �1�.....?�. •••:•%' TEL. 6`. ��,... ��i► / EP D.•�' SET/, •-•• ROL POINTS 0, r'„� , ,.....•��► . r.. :CURACY T.M.54-38A 4' `sr, IRON,/l v•:Qp• :(y�/ STATE RO �M�RICAN CHRISTINE SMITH SHAW �'� SET, ..•.-: •`'• ::y' / 30 PRESCRIPT: f(N 08 , 0.B.3852-214 O , . J? ,.•• ' / GREENWO( D.8.4109-293 PLAT I%, /,/,(S0::::: :"7?/./.: POLE 0.8. 150-177 PLAT ./` PIPE FOUND , Scale 1"= 100' - Soil Profile Hole AT 16.74' ) House, Well and Drain Field Sites North 3908323 RON- Lot A East 11409363 A Division of TM 54-37 :i, CALF 1"=100 ' Albemarle County,Virginia mmommummomm Steve Gooch Consulting Geologist mmommommimma 703 Oliver Creek Road 100 200 ' 300 Troy, Virginia 22974 Mill Page 1 of 8 OSE/PE Report for: Nov Construction Permit I Certification Letter I I Subdivision Approved l r l Property Location: 911 Address: 970 Greenwood Road City: Lot B Section Subdivision GPIN or Tax Map# 84-37 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: James Davis Street: 384 Newtown Road City:Greenwood State VA Zip Code 22943 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# �., Address City State Zip Code Date of Report 2/21/15 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 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): construction permit certification letter subdivision approval ig be(select one)issued Q denied❑. Nor OSE/PE Signature Date /y 2C : z &=E- Soil Profile Primary Drain Field Lot B A Division of TM 54-37 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-4 A Dark grayish brown(10YR 4/2) clay loam 3 4-10 BE Brown(7.5YR 5/4) clay loam 3 10-32 Bt Red(2.5YR 4/6) silty clay loam 3 32-48 Bt2 Yellowish red(5YR 5/8) sandy clay loam 2 48-84 C Yellow(10YR 7/8) clay loam 3 2 0-2 A Dark grayish brown (10YR 4/2) clay loam 3 2-10 BE Brown(7.5YR 5/4)clay loam 3 10-34 Bt Red(2.5YR 4/6) silty clay loam 3 34-66 Bt2 Yellowish red(5YR 5/8) clay loam 3 66-84 C Yellow(10YR 7/8) loam 2 3 0-3 A Dark grayish brown(10YR 4/2) clay loam 3 3-9 BE Brown(7.5YR 5/4) clay loam 3 9-37 Bt Light red (2.5YR 6/8) silty clay loam 3 37-65 BC Yellowish red(5YR 5/8) clay loam 3 65-84 C Reddish yellow(7.5YR 6/8) silt loam, 10%deeply 3 Nu., weathered schist fragments 4 0-2 A Dark grayish brown(10YR 4/2) clay loam 3 2-7 BE Brown(7.5YR 5/4) clay loam 3 7-33 Bt Light red (2.5YR 6/8) silty clay loam 3 33-60 BC Yellowish red(5YR 5/8)clay loam 3 60-84 C Reddish yellow(7.5YR 6/8) silt loam 3 5 0-3 A Dark grayish brown(10YR 4/2) clay loam 3 3-10 BE Brown(7.5YR 5/4) clay loam 3 10-39 Bt Light red(2.5YR 6/8) silty clay loam 3 39-64 BC Yellowish red(5YR 5/8) clay loam 3 64-84 C Reddish yellow(7.5YR 6/8) silt loam 3 Page 7 of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 2/21/15 Submitted to Albemarle County Health Department Applicant James Davis Telephone Number (434) 987-1212 Address 384 Newtown Road Greenwood, VA 22943 Owner same Address same Location 970 Greenwood Road Tax Map 54-37 Subdivision Block/Section Lot B SOIL INFORMATION SUMMARY - pt vGri ( ice 1. Position in landscape satisfactory? x Yes 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) X No Yes inches 5. Free water present X No Yes range in inches Soil percolation rate estimated X Yes Texture group I II 11 IV No Estimated rate 65 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 48" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. Position in landscape subject to flooding or periodic saturation. 2. Insufficient depth of suitable soil over hard rock. 3. Insufficient depth of suitable soil to seansonal water table. 4. Rates of absorption too slow. 5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. Proposed system too close to well. 7. Other Specify sAilow (attach additional pages if necessary) 170 4=7 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, 'l the rim y primary area, 0 only the reserve area(check one)for Lot B —A Division of TM 54-37(Property ID). Design Basis Total length of available area: 100' Total width of available area: 60' Estimated Perc. Rate: 65 at 48!;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: 496 Total trench bottom area required: 1984 Area Calculations Number of trenches 7 Length of trenches: 95' Width of trenches: 3' Center to center spacing: 9' Reserve required? Yes Percent reserve area required: 100 Total width of absorption area required 57' Total trench bottom area provided: 1995 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. v.. Page of AOSE Form E Revised July 18,2007 12c(g7 S, '?-- Soil Profile Reserve Drain Field Lot B A Division of TM 54-37 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 6 0-8 A Weak red(10R 5/4) clay loam 3 8-34 Bt Red(10R 5/8) silty clay loam 3 34-60 BC Yellowish red(5YR 5/8) clay loam 3 60-84 C Very pale brown (10YR 7/4) sandy loam 2 7 0-7 A Weak red (10R 5/4) clay loam 3 7-45 Bt Red(10R 5/8) silty clay loam 3 45-60 BC Yellowish red(5YR 5/8) clay loam 3 60-84 C Brownish yellow(10YR 6/8) silt loam 3 8 0-10 A Weak red(10R 5/4) clay loam 3 10-48 Bt Red(10R 5/8) silty clay loam 3 48-62 BC Yellowish red (5YR 5/8) clay loam 3 62-84 C Brownish yellow(10YR 6/8) silt loam 3 9 0-8 A Weak red(10R 5/4) clay loam 3 8-24 Bt Red(10R 5/8) silty clay loam 3 New 24-60 BC Yellowish red (5YR 5/8) clay loam, granite fragments 3 below 54" 60- Cr Page 6 of Y Appendix 2 Soil Summary Report GENERAL INFORMATION Date 2/21/15 Submitted to Albemarle County Health Department Applicant James Davis Telephone Number (434) 987-1212 Address 384 Newtown Road Greenwood, VA 22943 Owner same Address same Location 970 Greenwood Road Tax Map 54-37 Subdivision Block/Section Lot B SOIL INFORMATION SUMMARY - 177e4)ec O rules Flea 1. Position in landscape satisfactory? X Yes No Describe side slope 2. Slope 3 % 3. Depth to rock or impervious strata: Max. 84"+ Min. 60" None 4. Depth to seasonal water table(gray mottling or gray color) X No Yes inches 5. Free water present X No Yes range in inches '0606. Soil percolation rate estimated X Yes Texture group I II III IV No Estimated rate 65 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 48" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. Position in landscape subject to flooding or periodic saturation. 2. Insufficient depth of suitable soil over hard rock. 3. Insufficient depth of suitable soil to seansonal water table. 4. Rates of absorption too slow. 5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. Proposed system too close to well. 7. Other Specify (attach additional pages if necessary) • 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, l'nly the reserve area(check one)for Lot B —A Division of TM 54-37(Property ID). Design Basis Total length of available area: 60' Total width of available area: 40' Estimated Perc. Rate: 65 at 48' in. (depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Pump Distribution method (specify): Pump 3c Dispersal system basis GMP 118A LGMI required? No (Yes/No) Effluent quality required: Secondary (Primary, Secondary, Advanced Secondary) Square feet per bedroom: 221 Total trench bottom area required: 884 Area Calculations Number of trenches 5 Length of trenches: 60' 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 39' Total trench bottom area provided: 900 The required width is calculated by multiplying the center-to-center spacing by one less than the number of trenches and adding l 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 Pub2ecf SEARING 15'26"E 58'21"E HEALTH DEPARTMENT COPY 55'38"E NOT FOR RECORDATION • 13"E IRON FOUND IN R/W \, N30 '13' 19"E 1.30' STATE ROUTE 827 �--� • FROM CORNER 690 N ,� 40'R/W (D.B.572-381) �_ -- BEAGLE GAP ROAD 1908957 IRON SET / Cy N88•47'55"E N IRON 5 SET DGE OF T _„ S46'44'37"E GRAVEL hi :1, • + 30.47' RIVEWAY ROUND -T SET CONCRETE STORY IRON CASING FRAME \` v SET °j ee' FRAME .. ik . I-E off. 4 BLDG. t_� O \ .w LOT A POLE 4`•" -;�: , °) 2. 52 ACRES FRAME '- -'`Y IRON �y \S3273.67'4 "E 't��DG.--- :.t ' ,• FLAG •i PAV - go, ss ,SET �o . e . xistin Well F12 FLAG WAY �•, ` . 4, OL Q9,;'•., IRON SET PROPOSED �` PROPOSED 'lG. 'CAT 25.00•ORAI ELO ---- 9'S' DR IAIA PFTIELO F �.; ..• �. AREA ' F AREA •9p, POLE FLAG FLA• ,. 9Q - 11 10 , . PROPOSED, - G� FLAG 7 FLAG s'�.'`. E..8 • 9, FENCE .. 38 WEL_ e - POLE . . t---692 ' , n ° el ARE O ��A • •:• AL. - 3 • serve + r a. „ jt_ f OQ9 �,l' E�891. FLAG `,.. .' • SET P °1 i _', . . '1 �a� �0 y� -G91. / .,-___- `•FLAG y Q IRON ..:,� IRON North 3908597 / s'' FLAG - a G40 SET ' .. ' i SET East 11409689 Off. e - _. . - tJ6 r: PROPOSED 4.78 • �. SEPTIC �.. 6-"�- - "' / DRAINFIELO— ' . .:- • s A.,-,,--FLAG s ,• a•.. f°.M.55-12E ' , s . , : �'� 2 f �/ POLE PROPAGANDA LLC IRO. �i IRON , FOU fl x$41'1;.- • G`� SET.'. ':~ ;t�Q.i..% " . , D.B.3870-664 1 . .,.... Gj D.B.2638-524 & 525 PLAT IRON�,'�A.::::-. -: -.:.: ' TEL. ��o �''� SET, O. ::•• i PED. r.M.54-38A �4' .'sr IRON gyp././'/ STATE ROUTE 691 TINE SMITH SHAW Qs SET; .GAP'•.: / 30'PRESCRIPTIVE EASEMENT .B.3852-214 O ,';?:•::'Y :,F.•.• / GREENWOOD ROAD 4109-293 PLAT c''S. �' Co :/ POLE FOR . 150-177 PLAT ., •..•.. PIPE FOUND , .: .f Scale 1"= 100' - Soil Profile Hole REVIEW AT 16.74' f ... ... House, Well and Drain Field Sites North 3908323 IRON i •' ' SCALE: 1" = 10 East 11409363 SET /� Lot B DATE: FEBRUARY 13 / A Division of TM 54-37 i / Albemarle County,Virginia 4..., Steve Gooch Consulting Geologist R47GE:e"' W.RAY 6 ASSOC. 703 Oliver Creek Road 1-)L 7-18 ALLIED STRE Troy, Virginia 22974 CHARLO i TESVILLE, VIRGINI TELEPHONE: (434) 293- co v Cr)z G�� •1--1 Z O CO .� 00 < W (D Cr) 0� 3 .000 N >m S m v I ¢ N W O H • I- H V. .0 LL $ F , L%1 aaw H Q • Z\ O co oo¼ crL WO ¢zz 3 a o wz L I a2~Czo .J m a =cn O 2 Z O Z H LLLUO°WO 0 0 U-2 > a IT) U) WOO w](DWz z 0 OW QO O.-. wi moza: n > a I�aZ Q� QZW0 J ¢W (11 Q Q >- . 0w0<0 3 0 ON OOV Q Za >- W ZW JW>-^WQ1_, O• F-H 20 aF-I--JC H r w Z 01- VHQWgaQQQ wI-WWz°=aa: 20Z0W > W > < c2n� QmLL~ Q~'HCD O QI-<I-W Joaaa ¢ ¢ -41-1---H1-11.1-Q Q (�ZW o WO-10 S Zcac)CCl)Q U) J QU) 0 WH 0tl7 a O W N Q°opwuU))Z Qaw¢a ¢ °o ..J O a= 1 ' V O W W W OQ . . zF-N� wm0iI--°a0 = Jww w 3 w z wz QCnQ(n3 ¢JJHW Hwam Oc�S ZS C)0<a= 3 mH 0 So J LnH WCv'�(.9<>I- QHm Hc)I-2HU) 000x2 W I- <l W 2 H Q. . 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