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HomeMy WebLinkAboutSUB201300046 Approval - Agencies 2013-04-01In Cooperation with the State Department of Health Phone(434)972 -6219 Fax (434) 972 -4310 June 27, 2013 Y f 1 \LLB � y:s COMMONWEALTH of VIRCjINIA Thomas Jefferson Health District 1138 Rose Hill Drive P. O. Box 7546 Charlottesville, Virginia 22906 J.T. Newberry Department of Community Development Division of Zoning and Cun'ent Development 401 McIntire Road Charlottesville, Virginia 22902 -4596 ALBEMARLE - CHARLOTTESVILLE ELUVANNA COUNTY(PALMYRA) GREENE COUNTY (STANARDSVILLE) LOUISA COUNTY(LOUISA) NELSON COUNTY (LOVINGSTON) RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite Sewage Systems as part of a division of Tax Map 73 Parcel 2 located in Albemarle County, Virginia. Dear Mr. Newberry: On May 17, 2013, the County of Albemarle requested the Virginia Deparhnent 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 Coach; Onsite Soil Evaluator Number 1940001284. This subdivision approval is Issued in reliance upon that certification. Pursuant to § 360 of the Regulations this approval is not an assurance that Sewage Disposal System Construction Permits will be issued for any lot in the subdivision identified above unless that lot is specifically identified on the above referenced plat as having an approved site for an onsite sewage disposal system, and unless all conditions and circumstances are present at the time of application for a permit as are present at the time of this approval. This subdivision may contain lots that to do not have approved sites for onsite sewage systems. This subdivision approval does pertain to the requirements of local ordinances. Sincerely, ,;*04 q Josh Kirtley Environmental Health Technical Consultant Onsite Sewage and Water Programs RECEIVED MAY 24 2013 ,......, Soils Study for Drain Field Sites Parcel X and Residue A Division of Tax Map 73-2 Albemarle County ! , i ,, r k-sr\ Ft 077 '' '' 1, , " itZt:./n tite mti il VI '4416/` — , Prepared for: Broad Axe Land Trust 620 Ridge Street Charlottesville, Virginia 22902 Prepared by: Gooch Engineering & Testing, Inc. 1821 Broadway Street Charlottesville, VA 22902 May 16, 2013 ,..•...- I RECEIVED MAY 24 2013 Page 1 of 5 OSE/PE Report for: r.rr Construction Permit Certification Letter Subdivision Approval 1-,71 Property Location: 911 Address: 562 Broad Axe Road City: Ivy Lot X Section Subdivision �A' GPIN or Tax Map# 73-2 Health Dept ID • k ry ;i 3 ,1 Latitude Longitude /1. Applicant or Client Mailing Address: Name: Broad Axe Land Trust Street: 620 Ridge Street City:Charlottesville State Virginia Zip Code 22902 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 1821 Broadway Street City Charlottesville State Virginia Zip Code 22902 PE Name: License# Now Address City State Zip Code Date of Report 5/16/13 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. ✓ 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 permits certification letter subdivision approval is be(select one)isStted defiled❑. OSE/PE Signature :7 je- Date "5"//6i I P '% 2 v}Lc Soil Profile Reserve Drain Field Parcel X A Division of Tax Map 73-2 =F,,, Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-4 A Brown(7.5YR 4/2) sandy loam 2 4-31 Bt Red(2.5YR 5/8) clay loam 3 31-50 Cl Yellowish brown (10YR 5/8) sandy loam 2 50-78 C2 Olive brown(2.5Y 5/6) sandy loam with rock fragments 2 below 66" 78 Cr 50%+rock fragments 2 0-4 A Dark gray(10YR 4/1) sandy loam 2 4-22 E Brown(7.5YR 5/4) sandy loam 2 22-40 Bt Red (2.5YR 5/8) clay loam 3 40-78 C Yellowish brown(10YR 5/8) sandy loam 2 3 0-4 A Dark gray(10YR 4/1) sandy loam 2 6-19 E Light brown (7.5YR 6/3) sandy loam 2 19-40 Bt Red (2.5YR 5/8) sandy clay loam 2 40-68 C Yellowish red(5YR 5/8) sandy loam 2 68- Cr Granite gneiss 4 0-3 A Dark gray (10YR 4/1) sandy loam 2 3-17 E Light brown (7.5YR 6/3) sandy loam 2 17-42 Bt Red (2.5YR 5/8) sandy clay loam 2 42-64 CB Yellowish red (5YR 5/8) sandy loam with seams of red 2 (2.5YR 5/8) clay loam 64- Cr Granite gneiss 5 0-3 A Dark gray(10YR 4/1) sandy loam 2 3-14 E Light brown(7.5YR 6/3) sandy loam 2 14-48 Bt Red (2.5YR 5/8) sandy clay loam 2 48-72 CB Yellowish red (5YR 5/8) sandy loam with seams of red 2 (2.5YR 5/8) clay loam 72-78 C Yellowish brown (10YR 5/8) sandy loam 2 6 0-4 A Brown(7.5YR 4/2) sandy loam 2 4-30 Bt Red (2.5YR 5/8) clay loam 3 30-48 CB Yellowish red (5YR 5/8) sandy loam with seams of red 2 (2.5YR 5/8) clay loam 48-78 C Yellowish brown(10YR 5/8) sandy loam 2 Page 3 of J� Appendix 2 Soil Summary Report GENERAL INFORMATION -Now- Date 5/15/13 Submitted to Albemarle County Health Department Applicant Broad Axe Land Trust Telephone Number (434) 293-5628 Address 620 Ridge Street Charlottesville, Virginia 22902 Owner same Address same Location 562 Broad Axe Road Tax Map 73-2 Subdivision Block/Section Lot Parcel X SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? IX Yes I"" No Describe side slope 2. Slope 17 % 3. Depth to rock or impervious strata: Max. 78"+ Min. 64" None 4. Depth to seasonal water table (gray mottling or gray color) Ix No r Yes inches Free water present IX No 1+ Yes range in inches 'w..rSoil percolation rate estimated (X Yes Texture group I II III IV 1- No Estimated rate 50 min/inch 7. Permeability test performed I— Yes iX No If yes, note type of test performed and attach V< Site Approved: Drainfield to be placed at 48" depth at site designated on permit. r Site Disapproved: Reasons for rejection: 1. 1+ Position in landscape subject to flooding or periodic saturation. 2. r Insufficient depth of suitable soil over hard rock. 3. r Insufficient depth of suitable soil to seansonal water table. 4. I� Rates of absorption too slow. 5. E Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. E Proposed system too close to well. 1- Other Specify (attach additional pages if necessary) P4170— I( vE5 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, the reserve area(check one)for_Parcel X—A Division of TM 73-2 (Property ID). Design Basis Total length of available area: 90'+45' Total width of available area: _90' Estimated Perc. Rate: 50 at 48" in. (depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Pum Distribution method (specify): Pump 3c Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required: Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 376 Total trench bottom area required: 1 504 Nioe Area Calculations Number of trenches 9(3 9O's+6 45's) Length of trenches:—90' +45' Width of trenches: 3' Center to center spacing: 10' Reserve required?_this is reserve_ Percent reserve area required: 100 Total width of absorption area required 83' Total trench bottom area provided: 1620 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 v D CO D Z va ; Q .��, co a ° 1113 m (7 a m � CO 7.1• l� /-1 � , i <J i <0 w t-1 0 J CO. L O—I -,1 0-v • NZ� CO 0-) 0-) -0 ` CP m N o J p ON ) " � - 40)0 o �) ^ o a Co' U-0 o I Q > ° • -- , ,] P� 9 a U-0 � ° te � —x E.-r' O Cr) D a; 7• -2 0 0 p N C ° ° n ° o • D N z 1 CO ) ^O -°n Z r inn —' co x.41. -0 J(o o 0 ' x_. D' O D °A• DO U'00 � °� oo :; r, 911 (n0• _ V1 0 _ -• 213 o � > o ° ,i, -a =a coo 0 _ • 00 Z l/4'1/! CO D t`�jh 'n mat 0 z� z° (, C D I o c,•o ✓ s tea) - - o �0 Z Oam N ��a.Z my -o Co� \ �.� i 60, © o �1 (ft' 4\ 0 ..,,. 104% --,1 CO O I — • .D N I W ) V C/l • N c,4 IC I(f) O• 03 o ��ti P\_ 0 , O , ,_, ..d �. J 5 �' -0`, .Ea z o 0. J / -0 m / `r 'yy" O O J a P -1 O •-'' s, O• p D 0 �o D V 0 ---.1 -. -O n— N 0. N l. o °. 4' ` 'Cr) O 6 ° Dn O �' •• OG 9. 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CD 0 0 Page 1 of 8 OSE/PE Report for: Now- Construction Permit_ Certification Letter Subdivision Approval ✓ Property Location: 911 Address: 562 Broad Axe Road City: Ivy Lot Residue Section Subdivision GPIN or Tax Map# 73-2 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Broad Axe Land Trust Street: 620 Ridge Street m City:Charlottesville State t1' Al 902 ^ 7 Prepared by: ;' i Mi 1 y Steve Gooch ' ;" •• 00 OSE Name tense , Address 1821 Broadway Street City Charlottesville State Virginia Zip Code 22902 PE Name: License# Address City State Zip Code Date of Report 5/16/13 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 VACS-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 be(select one)issued Q denied❑. OSE/PE Signature Date 1-j7/G( f 3 Pa ZaF' � Soil Profile Primary Drain Field Residue A Division of Tax Map 73-2 Now- Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 3 0-6 A Light brown(2.5YR 6/3) sandy clay loam 2 6-30 Bt Red (10R 5/8) silty clay loam 3 30-54 BC Red(10R 5/8) silty clay loam and yellowish red (5YR 5/8) 3 sandy loam 54-72 Cl Reddish yellow(7.5YR 6/8) sandy loam 2 72-84 C2 Brownish yellow(10YR 6/8) sandy loam 2 4 0-5 A Light brown(2.5YR 6/3) sandy clay loam 2 5-40 Bt Red(10R 5/8) silty clay loam 3 40-56 Cl Brown(7.5YR 5/4) loam 2 56-84 C2 Yellowish brown(10YR 5/8) sandy loam 2 5 0-4 A Brown (7.5YR 4/2) sandy loam 2 4-24 Bt Reddish brown (2.5YR 5/4) clay loam 3 24-84 CB Strong brown(7.5YR 5/8) sandy loam with seams of red 2 (2.5YR 5/8) clay loam 6 0-3 A Dark gray(10YR 4/1) loam 2 3-10 E Brown(7.5YR 5/4) sandy loam 2 10-60 Bt Red (2.5YR 4/8) clay loam 3 60-84 C Dark yellowish brown (10YR 4/6) sandy loam 2 Nome Page 3 of I Appendix 2 Soil Summary Report GENERAL INFORMATION Date 5/15/13 Submitted to Albemarle County Health Department Applicant Broad Axe Land Trust Telephone Number (434)293-5628 Address 620 Ridge Street Charlottesville, Virginia 22902 Owner same Address same Location 562 Broad Axe Road Tax Map 73-2 Subdivision Block/Section Lot Residue SOIL INFORMATION SUMMARY - pc„ � i0tv` ReIc 1. Position in landscape satisfactory? IX Yes r No Describe side slope 2. Slope 8 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) IX No I— Yes inches Free water present IX No 1- Yes range in inches **Cr-Soil percolation rate estimated IX Yes Texture group I II IV I— No Estimated rate 55 min/inch 7. Permeability test performed I— Yes Ix No If yes, note type of test performed and attach IX Site Approved: Drainfield to be placed at 48" depth at site designated on permit. I- Site Disapproved: Reasons for rejection: 1. I- 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. I- Rates of absorption too slow. 5. I— Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. E Proposed system too close to well. I- 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, ❑ only the reserve area(check one)for_Residue—A Division of TM 73-2 (Property ID). Design Basis Total length of available area: 80' Total width of available area: 70' Estimated Pere. Rate: 55 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: 412 Total trench bottom area required: _1648_ Area Calculations Number of trenches 8 Length of trenches: _75' Width of trenches: 3' Center to center spacing: 9' Reserve required? Yes Percent reserve area required: _100 Total width of absorption area required 66' Total trench bottom area provided: 1800 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. `New Page of AOSE Form E Revised July 18,2007 )245 t cj—a Soil Profile Reserve Drain Field Residue A Division of Tax Map 73-2 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-4 A Dark gray(10YR 4/1) loam 2 4-36 Bt Red(10R 5/8) silty clay loam 3 36-84 C Yellowish brown(10YR 5/8) sandy loam 2 2 0-6 A Brown(7.5YR 4/2) clay loam 3 6-27 Bt Red(10R 5/8) silty clay loam 3 27-48 CB Dark yellowish brown(10YR 4/6) loam with seams of red 3 (10R 5/8) silty clay loam 48- Cr 50%+rock fragments 6 0-3 A Dark gray(10YR 4/1) loam 2 3-10 E Brown (7.5YR 5/4) sandy loam 2 10-60 Bt Red (2.5YR 4/8) clay loam 3 60-84 C Dark yellowish brown(10YR 4/6) sandy loam 2 Neaw- Page Co of 7 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 5/15/13 Submitted to Albemarle County Health Department Applicant Broad Axe Land Trust Telephone Number (434)293-5628 Address 620 Ridge Street Charlottesville, Virginia 22902 Owner same Address same Location 562 Broad Axe Road Tax Map 73'2 Subdivision Block/Section Lot Residue SOIL INFORMATION SUMMARY - �'1 . 0 (2,`A f- 1. Position in landscape satisfactory? jX Yes 1— No Describe side slope 2. Slope 8 % 3. Depth to rock or impervious strata: Max. 84"+ Min. 48" None 4. Depth to seasonal water table (gray mottling or gray color) [5—< No r Yes inches c Free water present IX No E Yes range in inches '`... Soil percolation rate estimated R Yes Texture group I II AD IV I— No Estimated rate 75 min/inch 7. Permeability test performed I— Yes IX No If yes, note type of test performed and attach I5 Site Approved: Drainfield to be placed at 30" depth at site designated on permit. E Site Disapproved: Reasons for rejection: 1. I— 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. I— Rates of absorption too slow. 5. I— Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. I— Proposed system too close to well. I— Other Specify w..r (attach additional pages if necessary) ?c4 e 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, C?'only the reserve area(check one)for_Residue—A Division of TM 73-2 (Property ID). Design Basis Total length of available area: 100' Total width of available area: 30' Estimated Perc. Rate: 75 at 30" in. (depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Gravi Distribution method (specify): Gravity 3c Dispersal system basis GMP l 18A LGMI required?No (Yes/No) Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 255 Total trench bottom area required: 1020 Area Calculations Number of trenches 4 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 30' Total trench bottom area provided: 1200 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. 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