The URL can be used to link to this page

Home My WebLink AboutSUB201500073 Approval - Agencies 2015-05-19 `""'` 1110''q �a, / 1" 1 Per: ^ V ti f'r r' V,Z, „ 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(SUB201500073)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, Travis T. Davis, OSE Environmental Health Specialist, Sr. Soils Study for Drain Field Sites Lots Al and A2 A Division of Lot A 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: I Construction Permit n Certification Letter I Subdivision Approval r,--71 Property Location: 911 Address: 3521 Bleak House Road City: Earlysville Lot Al 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# 'N.. 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. INThe 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)issued Q denied❑. OSE/PE Signature �1/^ Date Y/ZClrh--- /70 . z OS--" Soil Profile Reserve Drain Field Lot Al A Division of Lot A Tax Map 30-24A (Portion) Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group A 0-4 A Brown(7.5YR 5/4) clay loam 3 4-20 Bt Red(2.5YR 5/8) silty clay loam 3 20-84 C Dark yellowish brown(110YR 4/6) loam, 25-40% 2 weathered schist fragments B 0-5 A Brown(7.5YR 5/4) clay loam 3 5-31 Bt Red(2.5YR 5/8) silty clay loam 3 31-60 BC Red(2.5YR 5/8) clay loam and dark yellowish brown 3 (10YR 4/6) loam 60-84 C Dark yellowish brown(10YR 4/6) loam 2 C 0-5 A Brown(7.5YR 5/4) clay loam 3 5-27 Bt Red(2.5YR 5/8) silty clay loam 3 27-54 BC Red(2.5YR 5/8) clay loam and dark yellowish brown 3 (10YR 4/6)loam 54-84 C Dark yellowish brown(10YR 4/6) loam 2 D 0-6 A Brown(7.5YR 5/4) clay loam 3 6-37 Bt Red (10R 5/8) silty clay loam 3 37-49 Cl Dark yellowish brown(10YR 4/6) loam 2 49-84 C2 Brownish yellow(10YR 6/6) sandy loam 2 E 0-5 A Brown(7.5YR 5/4) clay loam 3 5-30 Bt Red (2.5YR 5/8) silty clay loam 3 30-47 BC Red(2.5YR 5/8) clay loam and dark yellowish brown 3 (10YR 4/6) loam 47-84 C Dark yellowish brown(10YR 4/6) loam 2 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 Al SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? X Yes _ No Describe side slope 2. Slope 15 % 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 611'6. 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 30" 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) ?ad,e d1= 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, fly the reserve area(check one)for Lot A l —A Division of Lot A TM 30-24A(Portion)(Property ID). Design Basis Total length of available area: 100' +50' Total width of available area: 70' Estimated Pere.Rate: 65 at 30" 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: 496 Total trench bottom area required: 1984 Area Calculations Number of trenches 8 Length of trenches: 6 100's+2 50's 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: 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. Nter Page of AOSE Form E Revised July 18,2007 (c27O .IMATE LOCATION OF T.M.30-24A (PORTION) ENE A (100 YEAR FLOOD PLAIN) MATTHEW C.&S DILO A.HINE NF FEMA FLOOD INSURANCE �.bg� CIS PROPOSED LOT B E DATE FEBRUARY 4, 2005 6 D.B. lave 510006 01200) . N 65' D.B.4580-579 I S`S�. D.B.410-17 PLAT D.B.386-343 PLAT .ET. / �0O o� D.8.386-338 & 339 PLA1 o. 2 ' a e t- -, ROOMS A\ IS N90 '00'00"E ` G FRAME N� � 9 •. s i �/ Q�' FLAG N/ a -"" A15 Vie i j" ~' FLAG // ASA ,.��/ P 0 1 ?!V b „-- SEPTI / ' �� 0 FLAG DRAINFI D / -- '1v LOT Al I STORY BRICK -Q'�' 8. 04 ACRES • Z'a°) W/BASEMENT & GARAGE l' WELL /,'Zf - S 7E I ', "c' PIPE IS AT 15 IS �� , o .-1 TEL. t I p .. _ ccn j 1' PED:' i•a 01 PROPOSED �� 0 9 \ ,CV! ` F SEPTIC c a ti TEL. '`" �' PIPE FOUND•,' '\z OQ;' cod' PED. ; , '"a2e t ' �0) " AT 15" HICKORY 9O . J��!% AQ P= FLAG �!' \ °\(°. „4 Q '� '01E °� �`. t` IS �3 \`�� IS �4`'/ .4.1'7, `',\ FLAG a``� �‘,� `‘,\`� ` FLAG f0 .qJ�?r ti� 00 \\ �S� s O(O pO�a� i'\ 1� `'````` T--FLAG �D,' �pe''!yts V �> � `� i.S4” 6 C. J�'Q`�4 FLAG@ FLAG 618' tS ?. , , , , �,Q A PIPE FOUND J IS °�sti 1 STORY � � �� g AT 21" POPLAR �6' \ �6 FRAME & B if ib �'co X5'46"W , '8. W/BASEMENT ;* .V 4> D = 0 °35' 1 w+.`; t6 :� ' IS LOT A2 . ; ; R =7629. 18' 2.00 ACRES-�i i L =78.80' \ PIPE T =39.40' FOUND C =78.80' \ IS DRIVE L--�= • �� CB=N45 '24'34"W �q / / 4 Scale 1"= 100' •- Soil Profile Hole t,,. S40 Lot Al Well and Drain Field Sites N45 '06'48"W \ 49.43' • F 4"o) A Division of Lot A \ , 9�1 % , IS Tax Map 30-24A(Portion) N42 121*33"77 W Albemarle County,Virginia ; E 1"=100 ' `` Steve Gooch Consulting Geologist 1111.1.111.1111, IRON FOUND \ 703 Oliver Creek Road 200 300 0.66 INSIDE R/W Troy, Virginia 22974 Page 1 of 5 OSE/PE Report for: Construction Permit I Certification Letter n Subdivision Approval I• i Property Location: 911 Address: 3521 Bleak House Road City: Earlysville Lot A2 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# ow 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. nThe 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 1 be(select one)issued 0 denied❑. Now OSE/PE Signature Date i/ M..S Soil Profile Reserve Drain Field Lot A2 A Division of Lot A Tax Map 30-24A(Portion) Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group A 0-2 A Brown(7.5YR 4/2) clay loam 3 2-48 Bt Red(2.5YR 4/6) silty clay loam 3 48-84 C Yellowish brown(10YR 5/8) sandy loam 2 B 0-4 A Brown(7.5YR 4/2) clay loam 3 4-30 Bt Red (2.5YR 4/6) silty clay loam 3 30-84 C Dark yellowish brown(10YR 4/6) sandy loam 2 C 0-4 A Brown(7.5YR 4/2)clay loam 3 4-47 Bt Red(2.5YR 4/6) silty clay loam 3 47-62 Cl Yellowish red(5YR 5/8) loam 2 62-84 C2 Brownish yellow(10YR 6/8) sandy loam 2 D 0-3 A Brown(7.5YR 4/2) clay loam 3 3-40 Bt Red (2.5YR 4/6) silty clay loam 3 40-57 BC Yellowish red(5YR 5/8) clay loam 3 57-84 C Yellowish brown(10YR 5/8) sandy loam 2 E 0-4 A Brown(7.5YR 4/2) clay loam 3 4-42 Bt Red(2.5YR 4/6) silty clay loam 3 42-59 BC Yellowish red(5YR 5/8)clay loam 3 59-84 C Yellowish brown(10YR 5/8) sandy loam 2 F 0-4 A Brown (7.5YR 4/2) clay loam 3 4-29 Bt Red(2.5YR 4/6) silty clay loam 3 29-48 Bt2 Reddish brown(2.5YR 5/4) clay loam 3 48-84 C Dark yellowish brown(10YR 4/6) sandy loam 2 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 A2 SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? ix Yes No Describe side slope 2. Slope 16 % 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 '4,0.'6. Soil percolation rate estimated X Yes Texture group I II (ED IV No Estimated rate 55 min/inch 7. Permeability test performed j Yes iX 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. f 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 N.r (attach additional pages if necessary) Pax 01—sr 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, ily the reserve area(check one)for Lot A2 —A Division of Lot A TM 30-24A(Portion)(Property ID). Design Basis Total length of available area: 100' +50' Total width of available area: 80' Estimated Perc. Rate: 55 at 60" in. (depth) Number of bedrooms(or GPD): 2 Conveyance Methods: 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 french bottom area required: 1648 Area Calculations Number of trenches 7 Length of trenches: 5 100"s+2 5O's Width of trenches: 3' Center to center spacing: 9' Reserve required? this is reserve Percent reserve area required: 200 Total width of absorption area required 57' Total french 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 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 [45d.- ! Q1"7� DENOTES APPROXIMATE LOCATION OF ...... AREA WITHIN ZONE A (100 YEAR FLOOD PLAIN) '1 nti MA1 ACCORDING TO THE FEMA FLOOD INSURANCE A� RATE MAP, EFFECTIVE DATE FEBRUARY 4, 2005 ,�� N65.5 5a IS ..5..�.:. (COMMUNITY PANEL 510006 0120D) . // I 6 ' IS DENOTES IRON SET. c?0000 0�Qt D. �p. 2 7! ` :. FLas FRAME ,\� IS �/ 6 , : � afs BLDG. at` , / sos-' FLAG �� %"� 'b F�a 'y�2._ FLAG AiC ' IS .. =� ; AM ' /,, ��p� FLAG; ORAINFI a jv LOT Al Millittlialikkr I STORY BRICK /'�' 8.04 ACRES /�, _A,7 W/BASEMENT & GARAGE l;'c / WELL /,,At , ., ;Q : an. / / / Is %f IS S Fes/ i`\ OI +`,,i 1 TEL, j i /,9. . -4- ; `PO-. F N �>► t0<' a(V; ' PROPOSED ,, \ 0 ' , TEL. •``• . , . �' �\ ��` �% t r-PED. It • A2e ` `% moo, ` OV \ Qv �0, SOLE FLAG r`` \ \, 1� r r� \ IS ,4 \ �j\,�y ,,IS �(C fr • ''i,'��` FLA�7 '� �` \\\ �, \ FLAG V� C-V •I� �`.�` �� A2A .nj2 \� •��0 ��\ �,` ‘� ‘`.&FLAG p pti D1, = 1 '06'54" C' '' p BPS) , ` \\ `A2F CO 5 ti .t R =7629. 18' rs �A �P�y�' :FLAGS �� `‘ FLAG L =148.46' O• pJ �� ,� �. `` ...� A2E PIPE F T =74.23' J� IS .<\' 1 STORY `_`.X-N-'" 0 AT 21" I T r . \` FRAME & Btcfi 'a -`L0 Scale 1 100' Soil Profile Hole �. W/BASEMENT , , It/ House, Well and Drain Field Sites 1, ► '� ' ; .•• `L Lot A2 �. 18' �., '� Is LOT A A Division of Lot A ,0. • 2. 00 ACRE�6 ? PIPE Tax Map 30-24A(Portion) o' IS GRAVEL / % 6. FOUND Albemarle County, Virginia 24'34"W <9 DRIVE 4 fiy Steve Gooch Consulting Geologist 'f-y S40 46'21"W 703 Oliver Creek Road N45 °O6'48"W , �GZS, 181.47' Troy, Virginia 22974 49.43' . F � 900 ; IS N42 *33'51"W . Nftw GRAPHIC SCALE 1 °_100 ' 121. 77' �\ IRON FOUND 0 100 200 300 0.66 INSIDE R/W