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HomeMy WebLinkAboutSUB201800028 Approval - Agencies 2018-03-16COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION 1601 Orange Road Culpeper. Virginia 22701 Stephen C. Brich, P.E. Commissioner March 16, 2018 County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Attn: Faruk Hesenjan Re: SUB -2018-00028- White Family- Subdivision Plat. Review# 1 Dear Mr. Hesenjan: The Department of Transportation, Charlottesville Residency Transportation and Land Use Section has reviewed the White Family- Subdivision Plat, dated February 14, 2018, revised March 09, 2018, as submitted by Roger W. Ray & Associate Inc., and find it to be generally acceptable. A VDOT Land Use Permit will be required prior to any work within the right-of-way. The owner/developer must contact the VDOT Charlottesville Residency Land Use Section at (434) 422-9399 for information pertaining to this process. If you have further questions, please contact Willis C. Bedsaul at 434-422-9866. Sincerely, A-/ Adam J. M bre, P.5— Area . .Area Land Use Engineer VDOT - Charlottesville Residency VirginiaDOT.org WE KEEP VIRGINIA MOVING COMMONWEALTH ®f VIRGINM In Cooperation with the Thomas Jefferson Health District ALBEMARLE- CHARLOTTESVILLE State Department of Health FLUVANNA COUNTY (PALMYRA) 1138 Rose Hili Drive GREENE COUNTY (STANARDSVILLE) LOUISA COUNTY (LOUISA) Phone (434) 972-6219 P. O. Box 7546 NELSON COUNTY (LOVINGTON) Fax (434) 972-4310 Charlottesville, Virginia 22906. March 15, 2018 Faruk Hesenj an Applove County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, Virginia 229024596 RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite Sewage Systems as part of a division of Tax Map 56 Parcel 26F located in Albemarle County, Virginia. Dear Mr. Hesenjan: On February 23, 2018, 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. 'Phis 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: Tom Hogge OSE #1940001091. 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 Iot 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, CISE Environmental Health Specialist, Sr. �C&C "lot 4A ,ECEIV i, Onto ! f'qWth MAR a' 2018 COUNTY OF ALBEMARLE��`"""'" Department of Community Development 441 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 Phone 434 296-5832 Fax 434 972-4126 2/23/2018 Josh Kirtley Virginia Department of Health 1138 Rose Hill Drive Charlottesville, VA 22906 RE: SUB201800028 White Family Subdivision Dear Mr. Kirtley: The County of Albemarle has received an application for a two -lot division, involving Tax Map Parcels (TMP) #56- 26F. This project requires Health Department approval before receiving final County approval. The applicant has provided copies of the soils work associated with these parcels, dated January 19, 2018. Two copies of those reports are attached, as is the proposed plat, and an application for subdivision review dated February 20, 2018. Please review the proposals 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 questions or comments, please feel free to contact me. Review comments are due on Friday, March 8. Please call or email me if you have any questions or requests for assistance. Thank you very much for your assistance. Sincerely, Faruk Hesenjan On -Call Planner I Department of Community Development Email: 1hesen'anbemarle.or Voice: (434) 296-5832 ext. 3307 Fax: (434) 972-4035 Encl. Construction Permit Property Location: 911 Address: OSE/PE Report For: ElRepair Voluntary Upgrade Permit 11 Permit Lot Section GAIN or Tax Map # 56-26F Latitude Applicant or Client Mailing Address: Name: Betty White Street: 5627 Brownsville Rd City: Charlottesville Prepared by: OSE Name Thomas G. Hogge Address PO Box 418 City Ruckersviile Certification Letter City: Subdivision Health Dept ID # — Longitude _ Page / of Subdivision i l} Approval State VA Zip Code 22903 State VA License # 1940-001091 PE Name License # Address City State Zip Code 229$8 Zip Code Date of Report i liqDate of Revision #1 or OSE/PE .lob # Date of Revision #2 Contents/Index of this report (e.g., Site Evaluation Summary, Soil Profile descriptions, Site Sketch, Abbreviated Design, etc.) 1 -Cover 2,3 -Site and Soil Evaluation Report 17 -Copy Of 991"'a Permd fOr 5827 Bmwnsvlk Road (Residue) 4 -Site Sketch 5 -Design Calculations Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the applicable provisions of the Sewage Handling and Disposal Regulations (12 VACS -610), the Private Well Regulations (12 VACS -630) the Regulations for Alternative Onsite Sewage Systems (12VAC5-613) 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 CommOilweah 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 54.1-102.A_11 I recommend that a (select one): construction permit []certification letter 17 subdivision approval Elbe (select one) Issued Q pair pe 0 it © voluntary upgrade E3 r.ti i Denied] OSE/PE Signature f!Y-* Date This form contains personal information subject to dsure under the Freedom of Information Act. Revised 12J1f2014 Site and Soil Evaluation Report Date: General Information nsbemaae Page __?r of - VDH Use Owy HDIN: Owner: Betty White Phone: 434-531-1083 Owner Address: 8527 Brownsville Road, Charlottesville, VA 22903 Property Address: Tax Map/GPIN #: 56-26F Subdivision: Section: Soil Formation summary County Health Department Block: Lot: I . Position in landscape satisfactory: ® Yes ❑ No Describe landscape position: Noseslope 2. SIope: 13 % (14% in Reserve) 3. Depth to rocklimpervious strata: Max. 72+ in. Min. 72f in. ® Not observed 4. Free Water Present: ❑ Yes ONO Range in inches: 5. Depth to seasonal water table (gray mottling or gray color): inches 8 Not observed 6. Soil percolation rate estimated: 9 Yes ❑ No Estimated rate: 45 min/in at 48 inches depth Texture Group: ❑ 1 B Il 11111 ❑ IV 7. Percolation test performed: © Yes 0 No If yes, provide additional data on percolation test results. Name and title of luator:,Thomas Graham Hogge, OSE Signature: L•] Site approved: Absompoon imches (describe dispersal area, e.g. absorption trenches) dispersing Septic tank effluent (proposed level of treatment at time of evaluation) to be placed at 48 (inches) depth at site designated on permit. Site provides a total of 14250 square feet of absorption area for primary and reserve (if applicable). 0 Site disapproved: Reasons for rejection (check al I that apply) I. ❑ 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 seasonal water table. 4. ❑ Rates of absorption too slow. 5. 11 Insufficient area of acceptable soil for required absorption area, and/or reserve area. 6- ❑ Proposed system too close to well. 7. ❑ Other (snecifv) This form contains personal tnfonnation subject to disclosure Mader the Freedom of Information Act. Revised 12/1/2014 Date of Evaluation: 12-12-17 Pae 3 of Profile Description SOIL EVALUATION REPORT Property ID: Proposes! Division OMM. W26F Where the local health department conducts the soil evaluation the location ofprofile holes may be shown on the schematic ct drawing on the construction permit or the sketch submitted with the application. If soil evaluations are condued by a Private Onsite Soil Evaluator or Professional Engineer, location of profile holes and sketch of the area investigated including all structural features (i.e. sewage disposal systems, wells, etc.) within 100 feet of the site and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached to this form. ❑ See application sketch © See Construction Permit IN See sketch on reverse side or a attached to this form. Hale If Horizon Depth Description of color, texture, etc. (Inchpal Texture 1 A 0-5 10 YR 514 Yellowish brown loam Gro 2 Bt 5-36 2.5 YR 4/8 red clay loam 3 C 36 72 10 YR 614 light yellowish brown, friable loam saprolite; variegated wl 2 7.5 YR 518 strong brown, 10 YR 8/1 white 2 A 0-4 7.5 YR 516 strong brown loam 2 Bt 4-24 10 R 418 red clay 4 Cat 24-48 2.5 YR 418 red sandy clay loam w/ mottles of 5 YR 618 reddish yellow 2 C 48-72 10 YR 614 light yellowish brown friable loam saprolite; variegated wl 2 7.5 YR 518 strong brown, 10 YR 8/1 white 3 A 0-4 10 YR 4/3 brown loam 2 at 4-34 2.5 YR 418 red clay loam, few mottles of 10 YR 718 yellow C 34-72 10 YR 614 light yellowish brown, friable loam saprolite; variegated wl 3 2 7.5 YR 518 strong brown, 10 YR 811 white 4 A 0`6 10 YR 514 yellowish brown loam 2 at 6-36 2.5 YR 418 red clay loam 3 act 36-42 2.5 YR 4/8 red sandy clay foam w/ mottles of 5 YR 618 reddish yellow 2 C 42-72 10 YR 6/4 light yellowish brown, friable loam seproiite; variegated w/ 2 7.5 YR 5/8 strong brown, 10 YR 811 white 5 A 0-5 7.5 YR 516 strong brown loam 2 at 5-30 2.5 YR 418 red clay loam 3 C 30'72 10 YR 6/4 light yellowish brown, friable loam saprolite; variegated wl 2 7.5 YR 518 strong brown, i0 YR 811 white REMARKS: self prpfees are ingirItive of mapped Hayesville series_ This form contains personal information subject to disclosure under the Freedom of Information Art. Revised 12/1/2014 S, Page q of SITE SKETCH SHOWING PROPOSED PRIMARY AND RESERVE SEPTIC FOR PROPOSED DIVISION OF TAX MAP # 56-26F, ALBEMARLE COUNTY, VA SCALE: 1 " =1 oo' FLEGEND uger Boring 19313 Proposed Well Spot Drainfield/Reserve Co]Stake Pagejo-f--,Z- Design} Calculations Proposed Division of Tax Map 56-26F Albemarle County, VA Design Basis A. Estimated Percolation Rate 45 @ ae• (Minutes per inch) B. Trench bottom square feet Required per Bedroom (from Table 5.4) based on 4GraryiLY ❑ LPD ❑ other - C. Number of Bedrooms Area Calculations: D- Length of Trench (ft.) s0 E- Length of Available Area (ft.) s4 F. Width of Trench (ft,) n G. Number of Trenches C� H. Center -to -center spacing (ft.)�� I. Width required (ft.) as (including resenre) I Width of available area (ft.) 150 K. Total square footage required 1032 L. Square footage in design1(IG80 M. Is a reserve area required? Iyes 100% reserve is —H-ble within the footprint • �eWage Disposal system Construction PermitMAGE OF � A Commonwealth of wrointa , Department of Health Health Department - Identification Number l C- Health Department Map Reference. C General Information. fey' Repair j] Expanded ❑ • Conditional ❑ FHA[]VA Based on the application for a sewage disposal- system constction ❑ Case No, 3-13,01,0 construction permit is hereby issued to; permit fled in accordance with Section Owner I ' .n^;�, t Address - Telephone F°Lg Type —- Sewage disposals stem �nrhich is to be construe#ed on/at C �_ Subdivisiod -Z Lab Section/.$lock Actual or estimated water use _Lot --- DESIGN Water supply, existing: (describe) NOTE: INSPECTION RESULTS ' Water supply location: yes El no ❑ comments To be installed; -class cased Satisfactory _ _ grouted Building sewer: I.D.. PVC 40, or equivalent. Building sewer: Satisfactory yes ® no ❑- comments Slope 1.25" per 10' (minimum). ❑ Other Septic tank: Capacity --LCt�I—Ql gals. (minimum). Ci Other Pretreatment unit: yes a o ❑. comments - Satisfactory Inlet-outlet structure:� PVC 40,0 tees or equivalent Inlet-outlet structure; .�. yes 91 no ❑ comments ❑ Other Satisfactory -Limp and pomp station: No Yes ❑ describe and shown design, if Pump & pump station: Satisfactory yes El no ❑ cornments yes: Gravity- Mains,:> or larger I.D., minimum- B" fail per 1001. 1500 Ib_ crush strength or equivalent_ Conveyance method: es y no ❑ comments ❑ Other Satisfactory Distribution box: Precast concrete with - ports' Distribution box: Satisfactory yes no E] comments ❑ Other Header lines: Material: 4" i_D_ 1500 Ib. crush strength plastic or equiva- Header lines- Satisfactory yes ff"'110 ❑ comments lent from distribution box to 2' into absorption trench. Slope 2" minimum. ❑ Other Percolation lines: Gravity 4" plastic 1000 Ib. Percolation lines: toad or Satisfactory, yes ❑ no ❑ comments equivalent, slope 2" 4n,(min. max.) per 100Dring 1. ❑ Other `. Absorption trenches: mare ft. required 4depth' - Absorption trenches: yes 0"'1`10 El comments from surface Satisfactory to bottom of trench 5_EL_; ag regate Trench bottom slope 7_ I " • -_ center to center spacing —_; trench width --�-- Date_ �� ! �_R`i Inspected and a"pPr0Ved b _. I I � 1 j Sanitarian C H.S 202K Revlud 4/89 ■i 5 D✓ APPROWS Show the Idt lin- of the butid@y tat and bWdWr g she, akMh Of MMM a the wfamn, all oxkft prCposed afruetura inch�sne sewage disPve a9 any taPmaphlc featured which am on the !resign of reserve arae. 11te sehemage drasvbrg of the Sewage dispose] system WNW show hma se+d wells yrnthie 7C0 hat of -wow disposal syalern and �4 �6 sabatafece =11 Sewer Ifn9a PMUMttllent Unit Pump atsttan, eye- -u— of poadtim w umn 1 feet �ta� ras�enre ares, Ste. When a admpubfic drinking water supply is to be located an the same tat show an p The information reg red above has been drawn on attached copy Of the simtoh submitted wish a Attach addit1°rtat sh netaesaafy to iliustrato the deet R. ppticatiafl. ► � "��Y�'" vas, kk'D Isy 13-71 The sevva disposal , - p,, ge pttsal system is to be constricted as spticiCisd by the permit ❑ or alta ed pians and specifications 0. rbb -Ways dlopmal system cwrstrdcdoa permit IS rhdl and Vold if shown (dj Condltbm ar tIORS am °ne changed trwn those shrxim oa the a gad tram those own on the eonstr oom Permit poleation (b) remel- ts Part of any imfellation shall be covered or used unftl Faspectgd, eorreetiwm !Wads if or treteae exp^eaaly e„gp hT the local health dept. My hart of arty hestans rrblcp � Y. a aPP►ove L by lire lues] health depm"wd Bred, H hB( r fSf. 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Hogge Address PO Box 418 city Ruckersville State VA License # 1940-001091 PE Name License # Address Zip Code 22968 I City State Zip Code Date of Report % Date of Revision #1 OSE/PE Job # Date of Revision #2 Subdivision Approval Contents/Index of this report (e.g., Site Evaluation Summary, Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc.) 1 -Cover 6,7 -Copy of sapfic permit far 5627 Brownsville Road (Residue) 2,3 -Site and Soil Evaluation Report 4 -Site Sketch 5 -Design Calculations Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the applicable provisions of the Sewage Handling and Disposal Regulations (12 VACS -610), the Private Well Regulations (12 VAC5-630) the Regulations for Alternative Onsite Sewage Systems (12VAC5-613) 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 Com monwea h 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 Wthe exemption in Code of Virginia Section 54.1-402.A.11 I recommend that a (select one): construction permit ❑ certification letter ❑ subdivision approval Elbe (select ones Issued El Repair permits ❑ voluntary upgrade ❑ Denied ❑ OSE/PE Signature /-A Date Y1 7 100 This form contains personal information subject to sure under the Freedom of Information Act. Revised 12/1/2014 OSE/PE Report For: ® Construction ® Repair® Voluntary Upgrade Permit Permit Permit Property Location; 911 Address: Lot Section GPIN or Tax Map # 56-26F Subdivision ® Certification Letter Health Dept ID # Latitude Longitude Applicant or Client Mailing Address: Name: Betty White City: Page 1 of Street: 6627 Brownsville Rd City: Charlottesville State VA Zip Code 22903 Prepared by: OSE Name Thomas G. Hogge Address PO Box 418 city Ruckersville State VA License # 1940-001091 PE Name License # Address Zip Code 22968 I City State Zip Code Date of Report % Date of Revision #1 OSE/PE Job # Date of Revision #2 Subdivision Approval Contents/Index of this report (e.g., Site Evaluation Summary, Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc.) 1 -Cover 6,7 -Copy of sapfic permit far 5627 Brownsville Road (Residue) 2,3 -Site and Soil Evaluation Report 4 -Site Sketch 5 -Design Calculations Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the applicable provisions of the Sewage Handling and Disposal Regulations (12 VACS -610), the Private Well Regulations (12 VAC5-630) the Regulations for Alternative Onsite Sewage Systems (12VAC5-613) 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 Com monwea h 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 Wthe exemption in Code of Virginia Section 54.1-402.A.11 I recommend that a (select one): construction permit ❑ certification letter ❑ subdivision approval Elbe (select ones Issued El Repair permits ❑ voluntary upgrade ❑ Denied ❑ OSE/PE Signature /-A Date Y1 7 100 This form contains personal information subject to sure under the Freedom of Information Act. Revised 12/1/2014 Page 7— of 7— Site and Soil Evaluation Report VDH Use Only HDIN: General Information Date: f Albemarle County Health Department Owner: Betty Ate Phone: 434-531-1083 Owner Address: 5627 Brownsville Road, Charlottesville, VA 22903 Property Address: Tax Map/GPIN #: 56-26F Subdivision: Section: Block: Lot: Soil Information Summary 1. Position in landscape satisfactory: N Yes 0 No Describe landscape position: Noseslope 2. Slope: 13 % (14% in Reserve) 3. Depth to rock/impervious strata: Max. 72+ in. Min. 72+ in. 0 Not observed 4. Free Water Present: 0 Yes E No Range in inches: 5. Depth to seasonal water table (gray mottling or gray color): inches 8 Not observed 6. Soil percolation rate estimated: N Yes 0 No Estimated rate: 45 min/in at 48 inches depth Texture Group: 01 J3 IC ❑ III ❑ IV 7. Percolation test performed: 0 Yes 0 No If yes, provide additional data on percolation test results. Name and title of uator: Thomas Graham Hogge, OSE Signature: Site approved: A6sorpdnn trenches (describe dispersal area, e.g. absorption trenches) dispersing Septic tank effluent (proposed level of treatment at time of evaluation) to be placed at 48 (inches) depth at site designated on permit. Site provides a total of 14250 square feet of absorption area for primary and reserve (if applicable). ® Site disapproved: Reasons for rejection (check all that apply) I . 0 Position in landscape subject to flooding or periodic saturation. 2. ❑ Insufficient depth of suitable soil over hard rock. 3. 0 Insufficient depth of suitable soil to seasonal water table. 4. 0 Rates of absorption too slow. 5. ❑ Insufficient area of acceptable soil for required absorption area, and/or reserve area. 6. ❑ Proposed system too close to well. 7. ❑ Other (specify) This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/1/2014 Page 3 of 7— Date of Evaluation: 12-12-17 Profile Description SOIL EVALUATION REPORT Property ID: Proposed Division of T.M. 56-26F Where the local health department conducts the soil evaluation the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. If soil evaluations are conducted by a private Onsite Soil Evaluator or Professional Engineer, location of profile holes and sketch of the area investigated including all structural features (i.e. sewage disposal systems, wells, etc.) within 100 feet of the site and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached to this form. ❑ See application sketch ❑ See Construction Permit 8 See sketch on reverse side or page attached to this form. Hole # Horizon Depth Inches Description of color, texture, etc. Texture Group I A 0-5 10 YR 514 yellowish brown loam 2 Bt 5-36 2.5 YR 418 red clay loam 3 C 36-72 10 YR 614 light yellowish brown, friable loam saprolite; variegated w/ 2 7.5 YR 518 strong brown, 10 YR 811 white 2 A 0-4 7.5 YR 518 strong brown loam 2 Bt 4-24 10 R 418 red clay 4 CBt 24-48 2.5 YR 418 red sandy clay loam wl mottles of 5 YR 618 reddish yellow 2 C 48-72 10 YR 614 light yellowish brown friable loam saprolite; variegated w/ 2 7.5 YR 518 strong brown, 10 YR 811 white 3 A 0-4 10 YR 413 brown loam 2 St 4-34 2.5 YR 4/8 red clay loam, few mottles of 10 YR 718 yellow 3 C 34-72 10 YR 614 light yellowish brown, friable loam saprolite; variegated wl 2 7.5 YR 518 strong brown, 10 YR 811 white 4 A 0-6 10 YR 514 yellowish brown loam 2 Bt 6-36 2.5 YR 418 red clay loam 3 BCt 36-42 2.5 YR 418 red sandy clay loam wl mottles of 5 YR 6/8 reddish yellow 2 C 42-72 10 YR 614 light yellowish brown, friable loam saprolite; variegated w/ 2 7.5 YR 5/8 strong brown, 10 YR 8/1 white 5 A 0-5 7.5 YR 516 strong brown loam 2 Bt 5-30 2.5 YR 4/8 red clay loam 3 C 30-72 10 YR 614 light yellowish brown, friable loam saprolite; variegated w/ 2 7.5 YR 518 strong brown, 10 YR 811 white REMARKS: Sail profiles are indicative of mapped Hayesville series. This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/1/2014 Page _ of SITE SKETCH SHOWING PROPOSED PRIMARY AND RESERVE SEPTIC FOR PROPOSED DIVISION OF TAX MAP # 56-26F, ALBEMARLE COUNTY, VA 60. 1 i ire o� r . ?so h r Pay ' SI Tina of 2 A r eq Dryye `` asement Ga g r r gent ►ren FoUn .,:�� ( 7, 8g 526 Ex. Iton d _S S j ACP@k�R� LL @ 21.15 h 2.7 `4ereS'�' 3 DaWd & 56-29 AePes e _ h �� eerrrur� � W DB San a Todll) o N i„ op 77i • �• ' ww 00 � c� ' E �� xlsr►n9 D 'ton c). �' .= #5627'eN►n9 GPS iB} nd • �j Q ' ~ RESERVE AREA In oPr yd5 FOR 5627, APPROX. On SQ �+ t '�•,,F'94'0�,.�"� Pipe FoUna �; e mere et O 01Jt6uilq►n/7 9 Sas Deltoo, 5 26G 3B 2 '061 9 5 8z, Jr als 1 Iton Set 1A 1�° 1 PROPOSED PRIMARY p� & RESERVE SEPTIC NO OTHER SEPTICS OR WELLS, EXISTING OR PROPOSED, WERE IDENTIFIED WITHIN 200 FEET OF PROPOSED WELL & SEPTIC. SCALE: 1" =100' LEGEND Q Auger Boring &3B Proposed Well Spot Drainfield/Reserve Corner Stake BLUE RIDGE II SOIL CONSULTING, INC. 11 AUTHORIZED ONSITE SOIL EVALUATORS (AOSEs) Pa. Box 418 Rmkersville, VA 22968 (434) 985-2780 Pagej-of Design Calculations Proposed Division of Tax Map 56-26F Albemarle County, VA Design Basis A. Estimated Percolation Rate as @ ae (Minutes per inch) B. Trench bottom square feet r� Required per Bedroom (from Table 5.4) based on Gravity ❑ LPD ❑ other: C. Number of Bedrooms 0 Area Calculations: D. Length of Trench (ft.) so E. Length of Available Area (ft.) sa F. Width of Trench (ft.) 0 G. !Number of Trenches H. Center -to -center spacing (ft.) 0 I. Width required (ft.) (including reserve) J. Wdth of available area (ft.) 150 K. Total square footage required losz L. Square footage in design Soso M. Is a reserve area required? 100% reserve is available within the footprint Sewage Disposal System Construction Permit PAGE -A- OF'� Commonwealth of VirginiaAN Health Department Department of Health Identification Number �- Health Department Map Reference. C 6 General Information - New Repair ❑ Expanded ❑ - Conditional ❑ FHA ❑ VA ❑. Case No. Based on the application for a sewage disposals system construction permit filed in accordance with Section 3.13.01, a construction permit is hereby issued to: Owner } - vl •L t ' 4t _ Telephone 27 3 ` 31 RE Address For a Type Sewage disposal s stem which is to be constructed on/it 9* Subdivisiori Section/.13lock —Lot Actual or estimated water use DESIGN NOTE: INSPECTION RESULTS Water supply, existing: (describe) Water supply location: yes ❑ no ❑ , comments Satisfactory . To be installed: -class cased _ grouted Building sewer: Building sewer: yes Er --'no❑- comments - ..Y.... I.D.. PVC 40, or equivalent. Satisfactory Slope 1.25" per 10' (minimum). ❑ Other Septic tank: Capacity gals. (minimum). Pretreatment unit: yes r no ❑. comments ❑ Other Satisfactory Inlet-outlet structure: L Inlet-outlet structure: yes R- ea ❑ comments PVC 40,4" tees or equivalent. Satisfactory ❑ Other - Pump and pump station: ' , Pump & pump station: yes ❑ no ❑ comments No t' Yes ❑ describe and- shown design. Satisfactory lj (� if yes: _ Gravity. mains_ ' or larger I.D., minimum 6" fall per Conveyance method: yes Er no ❑ comments 100', 1500 Ib. crush strength or equivalent. Satisfactory ❑ Other Distribution. box: Distribution box: yes Bno ❑ comments Precast concrete with ) b ports. Satisfactory ❑ Other _ ._ �.• Header lines: Header lines: yes El"no ❑ comments Material; 4" I.D. 1500 ib. crush strength plastic or equiva- Satisfactory lent from distribution box to 2' into absorption trench. Slope 2" minimum. ❑ Other Percolation lines: -Percolation lines: yes ❑rno ❑ comments Gravity 4" plastic 1000 Ib. per_ foot- bearing load or Satisfactory equivalent, slope 2" 4",(min. max.) per 1001. ❑ Other Abswption trenches- Absorption trenches: yes 0' -'no ❑ comments Square ft. required 1? Q p : depth from ground surface Satisfactory to bottom of trench ')13"' _; aggregate size'... 5 5: Trench bottom slope - "" ; center to �' center spacing ; trench width Date �� R� Inspected and approved by: ' Sanitarian C.H.S. 202K Aevlesd 4/83 Show the ht f m of the bending lot and building alb, sketch of property showing any topographic features which may imped an the design of the t{yasprn. all etdstmg proposed chuctures hrahrdhV sawaga drapaai systanm and a»eHs within too het of sanrsgs disposal ayatem and reaarve area. The schematic drawing of the eawaga disposal system shall show sewer fines, pnebeatramt unit pump sb km% cornLeysilce sys- tem, and subswfaca aoif system, reserve area. etc. When a nonpublic drinkhV waM supply is to be located on the same lot show ag sources of pttauosa wdadn 1 feet ❑ The information req fed above has been drawn on attached copy of the simtch submitted with appiicaticn. Atta:h additional sh necessary to lilusuraftft deaf n. \�l�l 1 kki IVU \ \�� Zo �t �r !3'7 The sewage disposal system is to be constructed as specified by the permit ❑ or attar specifications ❑ . This $MEW disposal system construction permit Is nug and void if (a) condutons are changed from those shMn on the application (b) condi- tions are charysd tram thaw shown an the Construction permit. So port of any Installation shall be covered or used anti[ inspected, corrections made it necessary, and approved, by the local health department or unless expresely authgti by the local health dept Any part of any Install do which has 6ea coned prior to approval shall be uncov- efed,11 hecessM. upon the dd1reecctfon of the Deparlmemk Date: �! , �v r _Issued by: This Construction fail Date: [ r f 7 + �3 Reviewed by: Sup ry Sangarlan It FHA or VA financing Reviewed by Date C.t1.S. an 11~ 1161 Supervisory Sannarlan 11-2A Date Regtenw Sanitsriam 7/�