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Home My WebLink AboutSUB200600319 Assessment - Environmental 2006-10-24 ;;. 1-4 1 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) Office of Environmental Health P. O. Box 7546 NELSON COUNTY(LOVINGSTON) Phone(434)972-6259 Fax (434)972-6221 Charlottesville, Virginia 22906 October 24,2006 J.Patrick Lawrence Department of Planning and Community Development Division of Zonmg and Current Development 401 McIntire Road, Charlottesville,Virginia 22902-4596 RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite Sewage Disposal Systems as part of a division of Tax Map 51 Parcel 5B. Dear Mr. Lawrence: On October 23,2006,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. 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:Jack McClelland,AOSE#98. 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 havmg 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, sh Kirtley Senior Environmental Health Specialist c— o e.,v Zeod1 re_ f 0 D COUNTY OF ALBEMARLE 71, Department of Community Development / 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone (434) 296-5832 Fax(434)972-4126 October 18, 2006 Teresa Batten Virginia Department of Health 1138 Rose Hill Drive Charlottesville,VA 22906 Re:Nordquist Property M&P#51 —5B Dear Ms. Batten: The County of Albemarle has received application to develop/subdivide[Tax Map 51, Parcel 5B]. This project requires Health Department approval before receiving final County approval. The applicant has provided soils information,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, RECEIVED J. Pa ck Lawrence, OCT L 3 2006 Senior Planner Department of Community Development ENVIRONMENTAL HEALTH Voice: (434)296-5832 ext. 3297 Fax: (434)972-4035 Page 1 of 6 Soil Information Summary Lot 1 NORDQUEFT PROPERTY 1. Position in landscape satisfactory? Yes ® No ❑ Describe: Sideslope 2. Slope 10-11% 3. Depth to Rock or impervious strata: Max. 60"+ Min. 60"+ 4. Depth to seasonal water table(gray mottling or gray color): No ® Yes ❑ Inches 5. Free water present: No ® Yes ❑ range in inches Yes® Texture Group I ❑ II❑ III® IV ❑ 6. Soil percolation rate estimated? No ❑ Estimated rate 54 min/inch 7.Permeability test performed Yes ❑ No If yes,note type of test performed and attach �o ta1th....`!` • '•-'-� Ilan•' 0111 kD.MC� S so *i 1OSE0,,. Page 2 of 6 Soil Profile Lot 1 NORDQUEFT PROPERTY Hole Depth Horizon Material Description Soil (in) Texture Group 1 0-6 Ap 2.5YR/4/6 Red Silty Clay Loam 3 6-40 Bt 10R/4/8 Red heavy Silty Clay Loam 3 40-48 BC 10R/4/6 Red light Silty Clay Loam 3 with 1OYR/6/8 Brownish Yellow mottles(parent),channery 48-60 C 2.5YR/4/8 Red light Clay 3/2 Loam/Sandy Clay Loam with 10YR/6/8 Brownish Yellow mottles (parent) BORING TERMINATED AT 60" 2 0-4 Ap 2.5YR/4/8 Red light Clay Loam 3 4-43 Bt 2.5YR/4/8 Red medium Silty Clay 3 Loam 43-60 BC 2.5YR/4/6 Red light Silty Clay Loam 3 with 10YR/7/8 Yellow mottles (parent) BORING TERMINATED AT 60" 3 0-5 AB 2.5YR/4/8 Red light Silty Clay Loam 3 5-23 Bt 2.5YR/4/6 Red medium-heavy Silty 3 Clay Loam 23-60 C 2.5YR/4/8 Red light Silty Clay 3 Loam/Silt Loam, variegated with 7.5YR/5/3 Brown and 7.5YR/7/6 Reddish Yellow(parent), friable BORING TERMINATED AT 60" 4 0-6 Ap 2.5YR/4/6 Red light Clay Loam 3 6-40 Bt 2.5YR/4/8 Red light-medium Silty 3 Clay Loam 40-60 CB 2.5YR/4/8 Red light Silty Clay 3 ►+i�Euuu,,,, Loam/Silt Loam variegated with 4e'e; (.1f L44* 5YR/5/8 Yellowish Red and 5YR/8/4 Pink(parent),friable BORING TERMINATED AT 60" . ack D•��{elland • f 4,)'��. g osE#o ,r'� ' +mmmt+�` Page 3 of 6 5 0-2 Ap 2.5YR/4/8 Red light Silty Clay Loam 3 2-16 B 2.5YR/4/6 Red medium-heavy Silty 3 Clay Loam, channery 16-60 CB 5YR/5/8 Yellowish Red light Silty 3 Clay Loam/Silt Loam,variegated with 7.5YR/5/4 Brown,friable BORING TERMINATED AT 60" ��tNtii»atuua �a alth.of. U; McCkikand. i 3 • ;lack° y�� US � mnnrn { Page 4 of 6 Abbreviated Design Form Lot 1 NORDQUEFT PROPERTY Design Basis A. Estimated Percolation Rate 53 @ 42" (minutes per inch) B. Trench bottom square feet Required per bedroom (from Table 5.4 based on +o (X)Gravity LPD other 398 410'.1: of C. Number of bedrooms 3 �I ��.i ��iland: I Arca Calculations . ....•• 44, *St AO SE D. Length of trench(ft.) 100 Length of available area{(ft.) 100 E. Width of trench(ft.) 3 F. Number of trenches 8 (including 100%reserve) G. Center-to-center spacing (ft.) 9 H. Width required(ft.) 66 Width of available area(ft.) 66 - 100 I. Total square footage required 2388 (including 100% reserve) J. Square Footage in design 2400 (including 100% reserve) K. Is a reserve area required? Yes (100%reserve is provided) Site Sketch of Prop ed Subdivision, "Lot page 5' of ' Showing Primary and Reserve Drainfield, House, and Well Site Scale: 1 " = 100' RO1Th 231 SCPs-ri w *Pro 7 5' [ tJA a, , use \ LOT1-,,-- L2 r.; ?-10:0 c Proposed Primary and Reserve C2 ��° Septic �' p �"~ l 14.... t .xc and• ackD • 1 ,0 .... / ,,„„„744Emill, LEGEND 2 Auger Boring Page 6 of 6 Certification Statement ,a th of . County: Albemarle Date: < •� � �' '. • Property Identification: Lot#1 Nordoueft Property v. cp'woos Submitted by: Jack D. McClelland 6". This is to certify according to §32.1-163.5 of the Code of Virginia that work submitted for the referred property is in accordance to and complies with the Sewage Handling and Disposal Regulations of the Virginia Department of Health. I recommend a Subdivision Approval ' be approved 2. AOSE C-k � -y ddt}( Date: ;- " Soil Consultant Date: 'This blank must be filled in with one of the following terms:'permit', 'certification letter',or'subdivision approval'. 'This blank must be filled in either the term'approved'or'denied'. If the submission contains a certification by a professional engineer in consultation with an AOSE, the following statement shall be signed and sealed: I hereby certify that the evaluations and designs contained herein (refer to subdivision, lot, etc.) were conducted in accordance with the Sewage Handling and Disposal Regulations (12 VAC 5- 610-10 et seq., the "Regulations") and the policies of the Virginia Department of Health for implementation of those Regulations. Furthermore, I certify that the evaluations and designs comply with the minimum requirements of the Regulations. I recommend a be '. Licensed PE: Date: Seal Page 1 of 6 Soil Information Summary Lot 1 NORDQUEFT PROPERTY I. Position in landscape satisfactory? Yes ® No ❑ Describe: Sideslope 2. Slope 10-11% 3 Depth to Rock or impervious strata: Max. 60"+ Min. 60"+ 4. Depth to seasonal water table(gray mottling or gray color): No ® Yes ❑ Inches 5. Free water present: No ® Yes ❑ range in inches Yes® Texture Group I ❑ II❑ III® IV ❑ 6. Soil percolation rate estimated? No ❑ Estimated rate 54 min/inch 7.Permeability test performed Yes ❑ No El If yes,note type of test performed and attach ��tu�uuuuu,�� a�th. f r4,/,O • lt letta5 U;Jac4:�.�cC �ti� •• oihrnnnnn00 Page 2 of 6 Soil Profile Lot 1 NORDQUEFT PROPERTY Hole Depth Horizon Material Description Soil (in) Texture Group 1 0-6 Ap 2.5YR/4/6 Red Silty Clay Loam 3 6-40 Bt 10R/4/8 Red heavy Silty Clay Loam 3 40-48 BC 10R/4/6 Red light Silty Clay Loam 3 with 10YR/6/8 Brownish Yellow mottles (parent), channery 48-60 C 2.5YR/4/8 Red light Clay 3/2 Loam/Sandy Clay Loam with 10YR/6/8 Brownish Yellow mottles (parent) BORING TERMINATED AT 60" 2 0-4 Ap 2.5YR/4/8 Red light Clay Loam 3 4-43 Bt 2.5YR/4/8 Red medium Silty Clay 3 Loam 43-60 BC 2.5YR/4/6 Red light Silty Clay Loam 3 with 10YR/7/8 Yellow mottles (parent) BORING TERMINATED AT 60" 3 0-5 AB 2.5YR/4/8 Red light Silty Clay Loam 3 5-23 Bt 2.5YR/4/6 Red medium-heavy Silty 3 Clay Loam 23-60 C 2.5YR/4/8 Red light Silty Clay 3 Loam/Silt Loam, variegated with 7.5YR/5/3 Brown and 7.5YR/7/6 Reddish Yellow(parent), friable BORING TERMINATED AT 60"' 4 0-6 Ap 2.5YR/4/6 Red light Clay Loam 3 6-40 Bt 2.5YR/4/8 Red light-medium Silty Clay Loamioo lt 40-60 CB 2.5YR14/8 Red light Silty Clay ? �uiu„r,,� Loam/Silt Loam variegated with +Batt h �`��o�� 5YR/5/8 Yellowish Red and 5YR/8/4 �,�F°°'' ,� Pink(parent), friable : BORING TERMINATED AT 60" lack D.McClelland; • • • S is nmm�+t+t�""� Page 3 of 6 5 0-2 Ap 2.5YR/4/8 Red light Silty Clay Loam 3 2-16 B 2.5YR/4/6 Red medium-heavy Silty 3 Clay Loam, channery 16-60 CB 5YR/5/8 Yellowish Red light Silty 3 Clay Loam/Silt Loam, variegated with 7.5YR/5/4 Brown, friable BORING TERMINATED AT 60" °'uiu"41111h ,�, .?f Ge1f Off.° ':ems 4 • 3U+lacks M ° z c .° •o ......,.rk.i /yr/1� 1j►)m A{n"'``�� Page 4 of 6 Abbreviated Design Form Lot 1 NORDQUEFT PROPERTY Design Basis A. Estimated Percolation Rate 53 @ 42" (minutes per inch) B. Trench bottom square feet Required per bedroom (from Table 5.4 based on (X) Gravity LPD other 398 �4ts\ifi o . C. Number of bedrooms 3 ' .'•.°� AcClellard.• Area Calculations m S E. �`�� D. Length of trench(ft.) 100 mmnn Length of available area(ft.) 100 E. Width of trench(ft.) 3 F. Number of trenches 8 (including 100%reserve) G. Center-to-center spacing (ft.) 9 H. Width required(ft.) 66 Width of available area(ft.) 66 - 100 I. Total square footage required 2388 (including 100%reserve) J. Square Footage in design 2400 (including 100% reserve) K. Is a reserve area required? Yes (100%reserve is provided) Site Sketch of Prof ed Subdivision, "Lot page 5 of 6 Primary Showingand Reserve Drainfield g House, and Well Site Scale: 1 " = 100' SrrNIE 23l ROthE .w ,\\\ . •Pro 75� ,- lit r YP \yv�\ 01 o 0tlA 4 \\ LOT 1 � sous �\� L- Do Proposed Primary �\\ 2 and Reserve \e Septic 57 `3J A.N. :aJ (441.7.74./..:dt41. McClella � 4ijSlii :i:61, LEGEND ' "'"'"'"" 2 Auger Boring Page 6 of 6 Certification Statement County: Albemarle Date: t 0-1 ° G $9*• '•#• Property Identification: Lot#1 Nordqueft Property �'a�kp Mc�e��and; • ; Submitted by: Jack D. McClelland 1•'•.• •:/ .......••a This is to certify according to §32.1-163.5 of the Code of Virginia that work submitted for the referred property is in accordance to and complies with the Sewage Handling and Disposal Regulations of the Virginia Department of Health. I recommend a Subdivision Approval be approved 2. AOSE -ry,a,JAA Date: 1t C( r �( Soil Consultant Date: 'This blank must be filled in with one of the following terms: 'permit', `certification letter', or'subdivision approval'. 2 This blank must be filled in either the term'approved'or'denied'. If the submission contains a certification by a professional engineer in consultation with an AOSE, the following statement shall be signed and sealed: I hereby certify that the evaluations and designs contained herein (refer to subdivision, lot, etc.) were conducted in accordance with the Sewage Handling and Disposal Regulations (12 VAC 5- 610-10 et seq., the "Regulations") and the policies of the Virginia Department of Health for implementation of those Regulations. Furthermore, I certify that the evaluations and designs comply with the minimum requirements of the Regulations. I recommend a be 2. Licensed PE: Date: Seal 114,0A, cOM,yvNijy�26'48s °O F N?