Loading...
HomeMy WebLinkAboutSUB201500074 Approval - Agencies 2015-05-19 5 a pV Y %Me 4.1111e '? °Ba L ,'9 I yn9 it \ .,:J (I� ' y 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 May 19,2015 Christopher P. Perez County of Albemarle Department of Community Development 401 McIntire Road Charlottesville,Virginia 22902-4596 RE: Review of Proposed Subdivision Plat(SUB201500074)and attached Soils Information for Individual Onsite Sewage Systems as part of a division of Tax Map 30 Parcel 24A located in Albemarle County,Virginia. Dear Mr. Perez: On April 23,2015,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, J. 4-- Travis T. Davis,OSE Environmental Health Specialist, Sr. Soils Study for Drain Field Sites Lots B1 and B2 A Division of Lot B Tax Map 30-24A (Portion) Albemarle County Prepared for: Matthew C. and Lina A. Hines 3521 Bleak House Road Earlysville, VA 22936 Prepared by: Steve Gooch Consulting Geologist, Inc. 703 Oliver Creek Road Troy, Virginia 22974 April 20, 2015 Page 1 of 5 OSE/PE Report for: Construction Permit T1 Certification Letter I I Subdivision Approval t• I Property Location: 911 Address: 3521 Bleak House Road City: Earlysville Lot B1 Section Subdivision GPIN or Tax Map# 30-24A(Portion) Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Matthew C. and Lina A. Hines Street: 3521 Bleak House Road City:Earlysville State VA Zip Code 22936 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA 22974 Zip Code PE Name: License# Nair Address City State Zip Code Date of Report 4/20/15 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 VACS-610),the Private Well Regulations(12 VACS-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. I• I 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 0 be(select one)issued 19 denied❑. OSE/PE Signature *f j e.., Date LikVbc i?u')c_ 2 gj( Soil Profile Lot B1 A Division of Lot B Tax Map 30-24A (Portion) �.. Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group A 0-4 A Dark reddish gray(5YR 4/2) clay loam 3 4-10 BE Reddish brown (2.5YR 4/4) clay loam 3 10-40 Bt Weak red (10R 4/4) silty clay loam 3 40-52 BC Red(2.5YR 5/8) clay loam and dark yellowish brown 3 (10YR 4/6) loam 52-84 C Dark yellowish brown (10YR 4/6) loam 2 B 0-4 A Dark reddish gray(5YR 4/2) clay loam 3 4-45 Bt Red (10R 5/8) silty clay loam 3 45-70 BC Yellowish red (5YR 5/8) clay loam 3 70-84 C Brownish yellow(10YR 6/8) loam 2 C 0-4 A Dark reddish gray(5YR 4/2) clay loam 3 4-8 BE Light reddish brown (5YR 6/4) clay loam 3 8-26 Bt Weak red(10R 4/4) silty clay loam 3 26-48 C Dark reddish brown(2.5YR 4/3) sandy clay loam 2 48-84 CB Strong brown(7.5YR 5/8) sandy loam and red (2.5YR 5/8) 3 Nor clay loam D 0-3 A Dark reddish gray(5YR 4/2) clay loam 3 3-10 BE Reddish brown(2.5YR 4/4)clay loam 3 10-40 Bt Red(10R 5/8) silty clay loam 3 40-60 Bt2 Red(2.5YR 5/8) clay loam 3 60-84 C Light reddish brown (5YR 6/4) sandy loam 2 E 0-6 A Dark reddish gray(5YR 4/2) clay loam 3 6-12 BE Reddish brown(2.5YR 4/4) clay loam 3 12-48 Bt Weak red (10R 4/4) silty clay loam 3 48-84 C Dark yellowish brown(10YR 4/6) loam 2 y.. Page ? of 5� Appendix 2 NN Soil Summary Report„, GENERAL INFORMATION Date 4/20/15 Submitted to Albemarle County Health Department Applicant Matthew C. and Lina A. Hines Telephone Number (201) 390-5686 Address 3521 Bleak House Road Earlysville, Va 22936 Owner same Address same Location 3521 Bleak House Road Tax Map 30-24A(Portion) Subdivision Block/Section Lot B1 SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? X Yes No Describe side slope 2. Slope 19 % 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 '410'6. Soil percolation rate estimated X Yes Texture group I II II IV No Estimated rate 55 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 60” 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 liKrimary and reserve area, ❑ only the primary area, ❑ only the reserve area(check one)for Lot B1 —A Division of Lot B TM 30-24A(Portion)(Property ID). Design Basis Total length of available area: 100' Total width of available area: 105' Estimated Perc. Rate: 55 at 60! " in. (depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Gravity______ 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: 3296 Area Calculations Number of trenches 12 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 102' Total trench bottom area provided: 3600 The required width is calculated by multiplying the center-to-center spacing by one less than the number of trenches and adding 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 •8tS ¢0 511° . .. .•.-:.:, . _.:::_-.:: ° iTç __\ — _________ STREAM 8U FF P /11.P.f 7-- _________4_,____ —__ --_ CO tic z Ea crol--/ l< .� I I'-1- fp oz C W / �ca. W J Nt= H ��,` aaim mQ S sl FS a A.4 « O� n i _ 0 S4, ,- u_co N O co , •i -- a , _ cp LL-.m® ',t,'�A90_-- iN O,... Li. 4 . w -'A---i i ' i , ' i cr) 02 ' ' i i z i /A,' " ,'� i ;Q98 ma b00�i / 1_„ m em v,',',','�p°p '',' 'ID IL 1 in J �m < \ I • • Of CO GAL z cc mm 10120, � W � y N� W / ` mgt 2 .'a N w� CL ¢o H s (*) F et Lvi 4. 0 i r`�ice+ °E�� �t. • Hew CO W // Cp �O • U..1 T3 / 22. °oo C� / tip 3 WF- 11.1 -- Ul 7 in In Q z Scale l"= 100' AO co [1 W cn_ -- Soil Profile Hole \ N - House, Well and Drain Field Sites �!- no• Lot °o. �W I N°° A Division of Lot B �J \ �S� W W u) z Tax Map 30-24A (Portion) ' ' + ''�6l Z _ F. Albemarle County, Virginia '1'+0 -� •of z�+� Steve Gooch Consulting Geologist .>'J a� >u r)° 703 Oliver Creek Road + ti��, S' Q E2'-'-"o Troy, Virginia 22974 } t' O CCD 0 I W cn • cc�-+ qv-4 :� z •IC . H u-i LL W •cUn ��1 1-* 1:1``- Z ¢ 9� • i zdm d H, ?., OU ¢ 9 9� i Page 1 of 5 OSE/PE Report for: Construction Permit ri Certification Letter 11 Subdivision Approval I• I Property Location: 911 Address: 3521 Bleak House Road City: Earlysville Lot B2 Section Subdivision GPIN or Tax Map# 30-24A(Portion) Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Matthew C. and Lina A. Hines Street: 3521 Bleak House Road City:Earlysville State VA Zip Code 22936 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# Nft.. Address City State Zip Code Date of Report 4/20/15 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. I• I 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): onstruction permit❑ certification letter subdivision approval 0 be(select one)issued 0 denied . OSE/PE Signature /21-2.w e_... ��r Date y/70(/ / q z s Soil Profile Lot B2 A Division of Lot B Tax Map 30-24A (Portion) `` Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group A 0-2 A Weak red(10R 4/3) clay loam 3 2-34 BC Red(10R 5/8) silty clay loam and dark yellowish brown 3 (10YR 4/6) loam 34-84 C Dark yellowish brown (10YR 4/6) sandy loam 2 B 0-6 A Brown(7.5YR 4/2) clay loam 3 6-35 Bt Red(10R 5/8) silty clay loam 3 35-48 Bt2 Red(2.5YR 5/8)clay loam 3 48-84 C Yellowish brown(10YR 5/8) sandy loam 2 C 0-4 A Brown(7.5YR 4/2) clay loam 3 4-35 Bt Red(2.5YR 5/8) clay loam 3 35-58 Cl Reddish brown (5YR 5/4) sandy loam 2 58-84 C2 Brownish yellow(10YR 6/6) loamy sand 1 D 0-5 A Brown(7.5YR 4/2) clay loam 3 5-15 Bt Red (2.5YR 5/8) clay loam 3 15-41 BC Yellowish red (5YR 5/8) sandy clay loam 2 41-84 C Yellow(10YR 7/8) sandy loam 2 E 0-6 A Brown(7.5YR 4/2) clay loam 3 6-40 BC Red (2.5YR 5/8) clay loam, 10-15%deeply weathered 3 schist fragments 40-66 Cl Dark yellowish brown (10YR 4/6) loam 2 66-84 C2 Yellow(10YR 7/8) loamy sand 1 Page 3 of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 4/20/15 Submitted to Albemarle County Health Department Applicant Matthew C. and Lina A. Hines Telephone Number (201) 390-5686 Address 3521 Bleak House Road Earlysville,Va 22936 Owner same Address same Location 3521 Bleak House Road Tax Map 30-24A(Portion) Subdivision Block/Section Lot B2 SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? X Yes No Describe side slope 2. Slope 18 % 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 '440.'6. Soil percolation rate estimated X Yes Texture group I II Ill IV No Estimated rate 45 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 60" 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) Paz-ye- 05=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 f8'primary and reserve area, ❑ only the primary area, ❑ only the reserve area(check one)for Lot B2 –A Division of Lot B TM 30-24A(Portion)(Property ID). Design Basis Total length of available area: 100' Total width of available area: 110' Estimated Perc. Rate: 45 at 60" in.(depth) Number of bedrooms(or GPD): 4 2 Conveyance Method : Gravi Distribution method (specify): Gravity 3c Dispersal system basis GMP 135 LGMI required? No (Yes/No) Effluent quality required: Primary (Primary, Secondary, Advanced Secondary) Square feet per bedroom: 344 Total trench bottom area required: 2064 Area Calculations Number of trenches 10 Length of trenches: 70' Width of trenches: 3' Center to center spacing: 9�_—_- Reserve required? Yes Percent reserve area required: 100 Total width of absorption area required 84' Total trench bottom area provided: 2100 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 'P tT _ ¢=o S11`fl6'S5-E 3L_ o __ 4 •: o JIREA B EP �� w �- Z ¢o►W- — 32 g aom 0 go 0Z •� '� Cl)GI / H c (L t' a o N�HN< . ppyy r W CO V H ��s �m y •� 0O Nt N o 0 ik J ' m co N & CO 6 In 0 �'_ o M � W �) ° i/0'L / �/ i//'/� Q> e�1� / /� // ,/ / / ,498 Z CO C-) JI 'rile ,/;/'// ag6' ,,\ / / a. 0 0) J • m • mU / apm Q.y lif J H< % CO um.CO)^ H .'.� Ci Q ♦•y� la) �� vJ Dbb, +, +r 10 §.CCe‘O..D..).?. • rn O<j HZW , p� 1 cn OO. c. a. / 3 r / Q3 O W / OO O- // ry`LZ `O 3 mr: ozZ` • • 3,'y 2 v- HZ o m in mcv �'� .°'in HW w a W .06'LGe 3..EE.Lb. 00N o _ ti AQ, cow Q CO io- H 4.L1J ;�o• Scale 1"= 100' •- Soil Profile Hole;3 \ o i- • m House, Well and Drain Field Sites .1 �' W ,- cu� Lot B2 '� \ oS�, 3 Q m z J W H Q A Division of Lot B 'a �'�'y �\d>. Z�C 1 .•=c Tax Map 30-24A (Portion) 4 o wow a Albemarle County, Virginia © `�-1sd`;'a°H r,o Steve Gooch Consulting Geologist y `S' °_ Cr CO^ 703 Oliver Creek Road >- +� ma�cn.oi r •�'At w • Troy, Virginia 22974 H •�� H n �-. +Q - ?..� c.),...4--- Y . cc