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HomeMy WebLinkAboutSUB201600039 Approval - Agencies 2016-03-30 .ii... 1 ,r}7 '''','a,ARb„ *V 0, �', PA.4 �v l Dmao _,,," ©,, __- 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 3/9/2016 Paty Saternye, Senior Planner Department of Community Development 401 McIntire Road,Room 227 Charlottesville,VA 22902 RE: Review of Proposed Subdivision Plat as part of Tax Map 65, Parcels 31C and 31C2, located in Albemarle County,Virginia. Dear Ms. Saternye: On February 24, 2016, 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; Onsite Soil Evaluator. 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,,,„ i9110) , S .her B. Envire mental Health Sp cialist, Sr. Onsite Sewage and Watet'Programs A wlsovvrisr, COUNTY OF ALBEMARLE Q IPPEZu Department of Community Development 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 February 24, 2016 Teresa Batten Virginia Department of Health 1138 Rose Hill Drive Charlottesville,VA 22906 RE: SUB201600039 Mark K. Spicer Dear Ms. Batten: The County of Albemarle has received application to develop/subdivide[Tax Map 65,Parcels 31C&31 C2]. 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, Paty Saternye Senior Planner Department of Community Development Voice: (434)296-5832 ext. 3250 Fax: (434)972-4035 40V A 4I.�i4llll i a-- l COUNTY OF ALBEMARLEYV) \ /� Department of Community Development �f 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 February 24, 2016 Teresa Batten Virginia Department of Health APP2P71138 Rose Hill Drive Charlottesville,VA 22906 RE: SUB201600039 Mark K. Spicer Dear Ms. Batten: The County of Albemarle has received application to develop/subdivide[Tax Map 65,Parcels 31C&31 C2]. 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. 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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 tr- t' (; Il`' r�F +'' 1 Now 1 AM- L Soils Study for Drain Field Sites Tracts B and B1 A Division of Tract B (TM 65-31C) Albemarle County Prepared far: David A. Spicer, Charles E. Spicer and Mark K. Spicer c/o Mark K. Spicer 100 Campbell Avenue Keswick, VA 22947 Prepared by: Steve Gooch Consulting Geologist, Inc. 703 Oliver Creek Road Troy, Virginia 22974 February 6, 2016 Page 1 of 5 OSE/PE Report for: Nap- Construction Permit F-1 Certification Letter Subdivision Approval ✓ Property Location: 911 Address: City: Lot Tract B Section Subdivision GPIN or Tax Map# 65-31 C Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: David A. Spicer, Charles E. Spicer and Mark K. Spicer Street: 100 Campbell Road City:Keswick State VA Zip Code 22947 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# Nor Address City State Zip Code Date of Report 2/3/16 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): nstruction permit❑ certification letter subdivision approval ✓� be(select one)issued denied U. OSE/PE Signature -Q.L` Z���f,?� Date ZIb//6 Soil Profile Tract B - Residue A Division of Tract B (TM 65-31C) Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-4 A Gray(10YR 5/1) silt loam, friable 3 4-10 E Pale brown(2.5YR 7/4) clay loam, friable 3 10-28 Bt Reddish yellow(7.5YR 6/8) silty clay loam, firm 3 28-35 BC Reddish yellow(7.5YR 6/8) silty clay loam, firm, 3 w/weathered schist fragments 35- Cr 2 0-3 A Gray(10YR 5/1) silt loam, friable 3 3-7 E Pale brown(2.5YR 7/4) clay loam, friable 3 7-30 BC Reddish yellow(7.5YR 6/8) silty clay loam, firm, 3 w/weathered schist fragments 30- Cr 3 0-3 A Gray(10YR 5/1) silt loam, friable 3 3-8 E Pale brown(2.5YR 7/4) clay loam, friable 3 8-27 Bt Reddish yellow (7.5YR 6/8) silty clay loam, firm 3 27-48 BC Reddish yellow(7.5YR 6/8) silty clay loam, firm, 3 w/weathered schist fragments 4"" 48- Cr 4 0-3 A Gray(10YR 5/1) silt loam, friable 3 3-6 E Pale brown(2.5YR 7/4) clay loam, friable 3 6-38 Bt Light red(2.5YR 6/8) silty clay loam, firm, 10% deeply 3 weathered schist fragments 30-38" 38-48+ C Pale red(10R 6/4) schist saprolite, crushes to silt loam 3 5 0-3 A Gray(10YR 5/1) silt loam, friable 3 3-12 Bt Yellowish brown(10YR 5/8) silty clay loam, firm 3 12-33 Bt Light red (2.5YR 6/8) silty clay loam, firm 3 33- Cr 6 0-3 A Gray(10YR 5/1) silt loam, friable 3 3-10 E Pale brown(2.5YR 7/4) clay loam, friable 3 10-24 Bt Yellowish red(5YR 5/8) silty clay loam, firm 3 24-31 BC Reddish yellow(7.5YR 6/8) silty clay loam, firm, 3 w/weathered schist fragments 31- Cr Page 3 of 4- Appendix Appendix 2 Soil Summary Report GENERAL INFORMATION Date 2/6/16 Submitted to Albemarle County Health Department Applicant Mark Spicer Telephone Number (434) 531-3065 Address 100 Campbell Road Keswick, VA 22947 Owner same Address same Location 100 Campbell Road Tax Map 66-31C Subdivision Block/Section Lot B (Residue) SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? Yes f No Describe shoulder 2. Slope 4 % 3. Depth to rock or impervious strata: Max. 48"+ Min. 30" None 4. Depth to seasonal water table(gray mottling or gray color) Cx No r Yes inches ,ow•ree water present I5 No f Yes range in inches 6. Soil percolation rate estimated IX Yes Texture group I II ® IV f� No Estimated rate 85 min/inch 7. Permeability test performed f— Yes IR No If yes, note type of test performed and attach fx Site Approved: Drainfield to be placed at 18" depth at site designated on permit. E Site Disapproved: Reasons for rejection: 1. E Position in landscape subject to flooding or periodic saturation. 2. r Insufficient depth of suitable soil over hard rock. 3. f Insufficient depth of suitable soil to seansonal water table. 4. f-' Rates of absorption too slow. 5. f Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. f" Proposed system too close to well. 1— 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 crimary and reserve area, 0 only the primary area, ❑ only the reserve area(check one)for Tract B(Residue)—A Division of Tract B (TM 65-31C) . Design Basis Total length of available area: 100' Total width of available area: 200' Estimated Pere. Rate: _85_at 18" in. (depth) Number of bedrooms(or GPD): 5 1 2 Conveyance Method : Pump Distribution method (specify): Gravity 3c Dispersal system basis GMP 118A LGMI required? No_(Yes/No) Effluent quality required: Secondary (Primary, Secondary, Advanced Secondary) Square feet per bedroom: 289 _ Total trench bottom area required: 2890 Area Calculations Number of trenches 10 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 84' trench bottom area provided: 3000 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 V1 1F.1 I I.1.IJ VI./F11-M • /..V'. d. liniaimagaarsT 0 200 400 600 pa5c.4-t) .#.- ,....• S83'51'00"E --..- _ __ 255.36' \-�___.-- s to TE AoiWE_22-- ------ DAVID A.SPICER, 2,• ,/ T, M. 65--31C '`"'•- •1 LOtlxsA"'�•,., CHARLES E.SPICER .a`��,0TRACT B `-- `1040 �- & MARK K.SPICER `� ,D V/DAVID A.SPICER, CHARLES E.SPICER Z 538'33'Oi"E W.5. 154-263 & MARK K.SPICER 100'STREAM \N 137.41 0.8.245-329 PLAT W.B. 154-263 \ UFFER \ 0.5.2063-460, 464 & 17" Y . # \\ 537 22'0� RESIDUE= 8.69 A '' . 1 Cly \� 87.73' coT ✓� ,/ • frt: 't •• R rve) \ S38'45 2 �5 " 1 • 6�? $76 t a2 6 .I oo, , I- ` p y FLAG \ 55.49 T.M.31-31C3 // FLAG iF16/ A31 FLAG ' ` \. (") TRACT C IF PARCEL W T. FLAB .` ,0s ; '1"' IE SPICER REVOCABLE TRUST 4 44 ACRE ' E�200.4 m FLAG i ! 0.8.3824-453 �0 S_ , FLAG g $ �� 763-464 & 465 PLAT nj• b� 404 f'. rot• j r ".. S1, _ _ED / / ,,�Z. 44, a�, I �'� .•/,'9 ' e I LD /% ,' .gyp /r Qo• .4,1i. �i� / V ,,.. DIS, �'� Q$ REVISED 4r ' ars ."s t • ' / Q �./ TRACT A � .r. �,q Yq'F' 9, 44 TA RES LsS .oo, I /7 S42'47'37"w .fir 9, ->9, ` •irS, / /Gb 122.53' Q IF T.M. 65-31C2 `30.16'. IF io 004 MARK K.SPICER '00. c' b,y�,� 4 1/ • . 4r `140. & CAROL L.SPICER 0/ ik bo, A. T. TRACY A f/ STATE ROUTE 47 5.00 ACRES / to TRACT Si o42/A% D B. 990-691 / /v CAMPBELL RW 9. 44 ACRES of 695 6 596 PLAT /�d�f (30'PRESCRIPTIVE E1 po �,•' iia i.,.',: a � � �',9• S IF AT I/// ti hAa 1000 ' 00,0. ns tz •"1 •4o 40, 20.00' /�Sj�`"932'54' 16"W a/ ,� - / 98.82' J, , ,i'�."�J - ' FLAG !o GRAVEL �`\ J/ Q FLAG y ! ! ! �,: . FLAG IG // Opa FLAG • 9``� ! . ,- yi�,;i.i.;'-� s 4 .I4,: j, .,/G� T.M.65-31 y'S FLAG t4 ' r I..+ iA�{al :='`t /ff/ca3 HIGH POINT, L.P L.P. 3j ! tea / / D.B. 1890-520 FLAG 13 INFIELD / 0.5.511-215 PLAT O. AG Maga /�®/ S44 '18'31"W p 1 f * .,.. • Hou Scale 1"=200' ._ Soil Profile Hole (;� I /(p House,Well and Drain Field Sites I Tract B (Residue) 31-31C3 'o ° ed Site A Division of Tract B (TM 65-31C) TRACT C � o sr� / " Albemarle County,Virginia NE SPICER REVOCABLE TRUST o, 4 Ii S29 46 02"W 0.8.3824-453 �' / I / 183.50' Steve Gooch Consulting Geologist 2063-464 & 465 PLAT /4 703 Oliver Creek Road 0A IF • / 530 .42' 13"W Troy, Virginia 22974 I! / 44,99' , , / Page 1 of 8 OSE/PE Report for: Construction Permit F Certification Letter Subdivision Approval I r Property Location: 911 Address: City: Lot Tract B1 Section Subdivision GPIN or Tax Map# 65-31 C Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: David A. Spicer, Charles E. Spicer and Mark K. Spicer Street: 100 Campbell Road City:Keswick State VA Zip Code 22947 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# Now Address City State Zip Code Date of Report 2/3/16 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 '4,10' I recommend that a(select one): nstruction permit❑ certification letter subdivision approvall] be(select one)issued denied 11. OSE/PE Signature . 1-2e1)-e- `eJ 3Z I L Date Z16//6 6i z Soil Profile Primary Drain Field Tract B1 A Division of Tract B (TM 65-31C) Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 9 0-2 A Dark gray(10YR 4/1) loam, friable 3 2-6 E Light yellowish brown(2.5Y 6/4)clay loam, friable 3 6-29 BC Light red (2.5YR 6/8) clay loam, friable w/weathered 3 schist fragments 29- Cr 10 0-2 A Dark gray(10YR 4/1) loam, friable 3 2-16 BC Yellowish brown(10YR 5/8) clay loam, friable 3 w/weathered schist fragments 18- Cr 15 0-2 A Dark gray(10YR 4/1) loam, friable 3 2-16 BC Yellowish brown(10YR 5/8) clay loam, friable 3 w/weathered schist fragments 16- Cr 16 0-2 A Dark gray (10YR 4/1) loam, friable 3 2-9 E Light yellowish brown(2.5Y 6/4) clay loam, friable 3 9-29 Bt Yellowish red (5YR 5/8) clay loam, friable 3 29-42 C Light reddish brown (5YR 6/4) schist saprolite, crushes to 3 silt loam, 30-40% schist fragments 42- Cr 17 0-2 A Dark gray(10YR 4/1) loam, friable 3 2-8 E Light yellowish brown(2.5Y 6/4) clay loam, friable 3 8-24 BC Yellowish brown(10YR 5/8) clay loam, friable 3 w/weathered schist fragments 24- Cr 18 0-2 A Dark gray (10YR 4/1) loam, friable 3 2-8 E Light yellowish brown (2.5Y 6/4) clay loam, friable 3 8-33 BC Yellowish brown(10YR 5/8) clay loam, friable 3 w/weathered schist fragments 33- Cr Page 3 of 7 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 2/6/16 Submitted to Albemarle County Health Department Applicant Mark Spicer Telephone Number (434)531-3065 Address 100 Campbell Road Keswick, VA 22947 Owner same Address same Location 100 Campbell Road Tax Map 65-31C Subdivision Block/Section Lot 81 SOIL INFORMATION SUMMARY _ pnwictv7 oThuil. mea 1. Position in landscape satisfactory? Ix Yes E No Describe shoulder 2. Slope 8 cto 3. Depth to rock or impervious strata: Max. 42" Min. 16" None 4. Depth to seasonal water table (gray mottling or gray color) R No 1 Yes inches =ree water present Ix No 1- Yes range in inches 6. Soil percolation rate estimated T5 Yes Texture group I II 0 IV E No Estimated rate 85 min/inch 7. Permeability test performed I— Yes R No If yes, note type of test performed and attach 1'X Site Approved: Drainfield to be placed at 4" depth at site designated on permit. I- Site Disapproved: Reasons for rejection: 1. E Position in landscape subject to flooding or periodic saturation. 2. I-- Insufficient depth of suitable soil over hard rock. 3. E Insufficient depth of suitable soil to seansonal water table. 4. I— Rates of absorption too slow. 5. Ir Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. I— Proposed system too close to well. `9:' I— Other Specify (attach additional pages if necessary) F 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 0 primary and reserve area, Eonly the primary area, 0 only the reserve area(check one)for Tract B1 —A Division of Tract B(TM 65-31C). Design Basis Total length of available area: 200' Total width of available area: 70' Estimated Perc. Rate: 85 at 4" in. (depth) Number of bedrooms(or GPD): 5 1 2 Conveyance Method : Pump Distribution method (specify): Pump 3c Dispersal system basis Table 5.4(LPD) LGMI required? No (Yes/No) Effluent quality required:_Secondary (Primary, Secondary, Advanced Secondary) Square feet per bedroom: 409 Total trench bottom area required: 6135 Area Calculations Number of trenches 31 Length of trenches: 100' Width of trenches: 1" Center to center spacing: 2' Reserve required? Yes Percent reserve area required: 100 Total width of absorption area required 60' Total trench bottom area provided: 6200 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. Noy Page of AOSE Form E Revised July 18,2007 194`7c- Soil Profile SridF-E Reserve Drain Field Tract B1 A Division of Tract B (TM 65-31 C) Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 9 0-2 A Dark gray(10YR 4/1) loam, friable 3 2-6 E Light yellowish brown(2.5Y 6/4) clay loam, friable 3 6-29 BC Light red (2.5YR 6/8) clay loam, friable w/weathered 3 schist fragments 29- Cr 10 0-2 A Dark gray(10YR 4/1) loam, friable 3 2-18 BC Yellowish brown (10YR 5/8) clay loam, friable 3 w/weathered schist fragments 18- Cr 11 0-2 A Dark gray(10YR 4/1) loam, friable 3 2-14 BC Yellowish brown(10YR 5/8) clay loam, friable 3 w/weathered schist fragments 14- Cr 12 0-2 A Dark gray(10YR 4/1) loam, friable 3 2-9 E Light yellowish brown(2.5Y 6/4) clay loam, friable 3 9-19 BC Yellowish brown(10YR 5/8) clay loam, friable 3 w/weathered schist fragments 19- Cr 13 0-2 A Dark gray (10YR 4/1) loam, friable 3 2-9 E Light yellowish brown(2.5Y 6/4) clay loam, friable 3 9-16 BC Yellowish brown(10YR 5/8) clay loam, friable 3 w/weathered schist fragments 16- Cr 14 0-2 A Dark gray(10YR 4/1) loam, friable 3 2-9 E Light yellowish brown(2.5Y 6/4) clay loam, friable 3 9-16 BC Yellowish brown(10YR 5/8) clay loam, friable 3 w/weathered schist fragments 16- Cr Page 6 of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 2/6/16 Submitted to Albemarle County Health Department Applicant Mark Spicer Telephone Number (434) 531-3065 Address 100 Campbell Road Keswick, VA 22947 Owner same Address same Location 100 Campbell Road Tax Map 65-31C Subdivision Block/Section Lot S1 SOIL INFORMATION SUMMARY_ 111 er,ve- Oag vt &IL 1. Position in landscape satisfactory? Jg Yes f No Describe shoulder 2. Slope 6 % 3. Depth to rock or impervious strata: Max. 29" Min. 14" None 4. Depth to seasonal water table (gray mottling or gray color) 5Z- No I- Yes inches ..• 'me water present 1X No r Yes range in inches 6. Soil percolation rate estimated IX Yes Texture group I II ® IV !� No Estimated rate 85 min/inch 7. Permeability test performed C` Yes No If yes, note type of test performed and attach IX Site Approved: Drainfield to be placed at 2" depth at site designated on permit. 1— Site Disapproved: Reasons for rejection: 1. r Position in landscape subject to flooding or periodic saturation. 2. 1- Insufficient depth of suitable soil over hard rock. 3. I- Insufficient depth of suitable soil to seansonal water table. 4• r Rates of absorption too slow. 5. I- Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. f Proposed system too close to well. NT.' I` Other Specify (attach additional pages if necessary) Pei - 7vi7 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 0 primary and reserve area, 0 only the primary area, 0/Only the reserve area(check one)for Tract B I —A Division of Tract B (TM 65-31 C). Design Basis Total length of available area: 100' Total width of available area: 90' Estimated Perc.Rate: 85 at2" in. (depth) Number of bedrooms(or GPD): 5 1 2 Conveyance Method : Pump Distribution method (specify): Pump 3c Dispersal system basis Table 5.4(LPD) LGMI required? No(Yes/No) Effluent quality required: Secondary (Primary, Secondary, Advanced Secondary) Square feet per bedroom: 409 Total trench bottom area required: 6135 Area Calculations Number of trenches 31 Length of trenches: 100' Width of trenches: 1" Center to center spacing: 2' Reserve required? Yes Percent reserve area required: 100 Total width of absorption area required 60' Total trench bottom area provided: 6200 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 V1 1n1 1 1.1V i ,..V V h Q J 0 200 400 600 PciSt. F4 S83'51 '00"E 255.36' -_..__STATER T _2�7- 1-5 _- 1 T.M.65-34 1 M 65 3iC�'"' •C•. touzsA"A DAVID A.SPICER, 21, /� T. CHARLES E.SPICER . ,� TRACT B �---- �',� DAQ `. & MARK K.SPICER .cire,DAVID A.SPICER. CHARLES E.SPICER %•-. 538 33 O1 E W.B.154-263 & MARK K.SPICER 17,41'D.B.245-329 PLATW.8. 154-263 \ • i00 STREAM \N y��` 0.8.2063-460, 464 & UFFR \ \ S37"22' 17' �s RESIDUE 8.69 A f* ;r 1 ��� 87.73' 0,, �� " - -t1 , Rommel , c E h�.--538 45 'p ``k N?g•2i , I5/' cv. - y. n _ tib'\ 55.49 T.M.31-3 SC3 d,,6)� 13,02 / FLAG • IRA's/ �LAgi FLAG r F 7 G \\\` Cl TRACT C IF PARCEL W �. ��, ` 1 ��1 N NE SPICER REVOCABLE TRUST J 0.8.3824-453 �0 4. 44 ACRE E-200.4 FLAG o: s� ci'.063-464 & 465 PLAT �/�• a� Q� .� r. 4.1 i ,�,, qUSê . „ r, l /IF q j "JAZ• • •po , < t� = '; l�1 O ?' � . •yr, //jII IS . ,:ssow, ® 7 C )4 4. `REVISED '� '"",. WA" • / Q ' 9.44 ACRES ss6. 00. IS tri S42 '47'37"W 41,)'911 Y.e .9 >9. IF TOTAL ('s 'i • , ic, 122.53' Z 4" 1.• T.M. 65-31C2 o s. IF 4 • �' ' ' 0,. ` MARK K.SPICER .0o. G� 0. N. 4 • + `�,9• & CAROL L.SPICER ./ g Bi ao. 00 ACRES /14 STATE ROUTE RO //TRACT 9. 44 ACRES 81 6958&1636-PIAT 1 f U CA(30'PRESCRIPTIVE E p ��;' s,s:s ,_:,s P112ley /� `Yo �Q' tOp r 3 6:3" IF AT j/� .Ac. o �7 �" p0, 20.00/ / S3 98.82 6 W ��` 1/' � �ry� FLAG ID GRAVDRIVEL ""'' / / /p,> 4, FLAG 1 r//"/.�.6' „..FLAG 48 . • 00FLAG 9 1 / •�'� ., S. y• s s•; « >x `'1,",`:''' t /1V" S, FLAG 14 ' // ,' illt 4 ,z ,$ /is/eo, HIGH T�POINT, L L.P P. `�� FLAB s3 / ' f/ r 0.8. 1890-520 '00. As AI?JJE.° //®/ --544'18'31"W 0.8.511-215 PLAT /�'/ 92.56' ��/ O 0a / /c., Scale 1"=200' ..- Soil Profile Hole / House, Well and Drain Field Sites 't RACT3CC3 "2p v�, �ed t Site Tract Bl NE SPICER REVOCABLE TRUST •oov�, // S29'46'02"W A Division of Tract B (TM 65-31C) 0.8.3824-453 4' / / / 183.50' Albemarle County,Virginia 2063-464 & 465 PLAT / / Steve Gooch Consulting Geologist A IF „/ 703 Oliver Creek Road / 930 42' 13 'W /1 / 44.99' Troy, Virginia 22974 1 , /