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HomeMy WebLinkAboutSUB202200163 Other 2022-09-30Page / of 5 ® Construction Permit OSE/PE Report For: ®Repair ® Voluntary Upgrade Permit Permit ® Certification Letter RSubdivision Approval Property Location: 911 Address: City: Lot Section Subdivision GPIN or Tax Map# 34-11A2 (Revised) Health Dept ID # Latitude Longitude Applicant or Client Mailing Address: Name: Luke Grubb Street: 2335 Columbia Drive City: Barboursville State VA Zip Code 22923 Prepared by: OSE Name Thomas G. Hogge License # 1940-001091 Address PO Box 418 City Ruckersville State VA Zip Code22968 PE Name License # Address City State Zip Code Date of Report Gl'3P1-2 Z 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.) t-Cover 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 VAC5-610), 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 Commonwealth that have been duly issued by the applicable agency charged with licensure to perform the work contained herein. vilThe 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.A.11 I recommend that a (select one): construction permit certification letter 0 subdivision approval E]be (select one) Issued rep i permit ❑ voluntary upgrade Q Denied This form contains personal information subject t4isclosure under the Freedom of Information Act. Revised 12/1/2014 Site and Soil Evaluation Report Page Zof s VDH use only HDIN: General Information Date: Q 30 - Z A bemade County Health Department Owner: Luke Grubb Phone: Owner Address: Property Address: Tax Map/GPIN #: 34-11 A2 (Revised) Subdivision: Section: Block: Lot: Soil Information Summary 1. Position in landscape satisfactory: 9 Yes ❑ No Describe landscape position: Nose slope 2. Slope: 9 % 36 in reserve 3. Depth to rock/impervious strata: Max. 48 in. Min. 42 in. ❑ Not observed 4. Free Water Present: ❑ Yes ® No Range in inches: 5. Depth to seasonal water table (gray mottling or gray color): inches 9 Not observed 6. Soil percolation rate estimated: 9 Yes ❑ No Estimated rate: 55 min/in at 24 inches depth Texture Group: ❑ I 911 will ❑ IV 55 mpi @ 18" in reserve 7. Percolation test performed: 0 Yes 0 No If yes, provide additional data on percolation test results. Name and title ofev r: Thomas Graham Hogge, OSE Signature: 0 Site approved: Absmptim trenches (describe dispersal area, e.g. absorption trenches) dispersing Septic tank effluent (proposed level of treatment at time of evaluation) to be placed at 24 (inches) depth at site designated on permit. Site provides a total of 12,000+ square feet of absorption area for primary and reserve (if applicable). Site disapproved: Reasons for rejection (check all 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. ❑ 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 12/12014 Pace ?of --5- Date of Evaluation: 8-11-22 Profile Description SOIL EVALUATION REPORT Property ID: Revised TM 34-11A2, Albemarle County 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. PITS ❑ See application sketch ® See Construction Permit ❑ See sketch on reverse side or page attached to this form. Hole # Horizon Depth aches Description of color, texture, etc. Texture Group 1 A 0-5 2.5 Y 4/1 dark gray loam, organics 2 Bw 5-18 2.5 Y 4/1 dark gray, very light, friable, stony sandy day loam to loam 2 Ct 18-48 N 2.5 black, channery but friable silt loam graphite schist saprolite with 5 PB 4/1 dark 3 brownish gray; machine stopped digging on Cr 2 A 05 5 Y 411 dark gray loam, organics 2 Bw 5-26 2.5 Y 4/1 dark gray, very light, friable, stony sandy clay loam to loam 2 C 26-42 2.5 Y 4/2 dark grayish brown, channery but friable silt loam graphite schist saprolite, 3 variegated with N 4 dark gray and 7.5 YR 5/8 strong brown; stopped on Cr 3 A 0-6 5 Y 411 dark gray loam, organics 2 Bt 6-24 2.5 Y 4/1 dark gray, very light, friable, stony loam from weathered graphite schist 2 C 24-44 5 PB 2/5/1 bluish black, very light, stony loam from weathered graphite schist 2 Cr 4454 Highly weathered, fractured graphite schist; easily rippable with machine N/A 4 A 0-5 2.5 Y 4/1 dark gray loam, organics 2 RESERVE Bw 5-22 2.5 y 512 grayish brown, very light, friable, stony sandy clay loam to loam 2 C 22-45 2.5 Y 4/2 dark grayish brown, channery but friable silt loam graphite schist saprolite, 3 variegated with N 4 dark gray and 7.5 YR 5/8 strong brown; stopped on Cr Cr 44-54 Highly weathered, fractured graphite schist; easily rippable with machine N/A 5 A 0-5 N 2.5 black loam, organics 2 RESERVE Bw 5-16 N 2.5 black, very light, friable, stony sandy day loam to loam 2 C 16-36 2.5 Y 4/2 dark grayish brown, channery but friable silt loam graphite schist saprolite, 3 variegated with N 4 dark gray and 7.5 YR 5/8 strong brown; stopped on Cr Cr 3655 Highly weathered, fractured graphite schist; easily rippable with machine N/A REMARKS: Soil profiles were consistent with mapped Watt series. All kw chroma colors observed were lithic in nature. This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/1/2014 102 tv dR 37 1-4 r y UI to a 'o N eeea rrrrrs `�17" �Oa r CD w `O' Cl. •J 'ti%• tit 9E-y-1>G 17' 3^i 'Tf w e La `� 001 �Ak it �-`-4ixm>aznxn Q w o ,,``�i�{`. ... .•3 b�pa c°'n � Sr'4'F' t�'y�'�"•--�`` �a Y romTD f"m0M9O@ffJ7 yJT=i0:80Ln A.. 11i8- iy"phyOCT V i�S nr i!,1-c y t� gr�7an t >n rn m x €3 e7 >33<i�l We UZ 0 y -, nxxr o y m + Cl rt n -rr-, R' 4 � J; e+ w Maa rcu CD rn rim m > o mO pR aQ rN, r r � , m� arra'x�('�• �msnr' i o. a PIT, InF �'y `�� �O � M M ey d" CS1 e k cia Ln-4 y owz m 0 wy mm Qo cri c1 r �'`tatC WO nae�szru I id7 Ul c > rti � > c°12� z0m e VV J3P � ^i 1 I M r w 911 w Ill. , r-n "� b ^' N co m ran m g Y:14`34 i9A2 +' m 2*0 Cl) ru ih a • > 01 P Q � x t!7 Fin CD C) -` t, � q a t-) F+ a,. r.., il, O d r0 x -i r r ''" M � :xa Z /y°' M Zy'r "° "'.� r�'Ci z � F�-r s L r "C1 1 .� yob !Ji ttJ Qmyw� x 4713 -brt t®Y9 m ru t �» ru r,y 1� M r yz d rum '.4 w +mow iC3 ~hLM am '19] H 77 zAA "try 7 M�tO <, "`. 1 r ff1 C7l kU z rFn r ae' J ® A r Lp w �ry N-� -t Gi 'UZ �'1 §iT aca� Maa�'u��s� rn aw A,LDnru Page 5 of .5 Design Calculations Revised Tax Map 34-11A2 Albemarle County, VA Design Basis A. Estimated Percolation Rate 55 @ 24" 18" in reserve (Minutes per inch) B. Trench bottom square feet 412 1 Required per Bedroom (from Table 5.4) based on ❑x Gravity ❑ LPD ❑ other: EZ FLOW, PER GMP 135.A C. Number of Bedrooms q� Area Calculations: D. Length of Trench (ft.) 50 (Butterfly design) E. Length of Available Area (ft.) 100+ F. Width of Trench (ft.) 0 G. Number of Trenches 92 H. Center -to -center spacing (ft.) I. Width required (ft.) 102 Including reserve J. Width of available area (ft.) 12 K. Total square footage required 6648 L. Square footage in design r 1800 M. Is a reserve area required? yes 100% reserve is provided in the bottom of the staked footprint. All design parameters will be the same except the installation depth will be 18". The butterfly design may not be necessary in the reserve, - however, because the contours don't wrap quite as much down there. Page / of ,S ❑ Construction ® Repair Permit Permit OSE/PE Report For: Voluntary Upgrade Permit © Certification Letter Subdivision Approval Property Location: 911 Address: City: Lot 1 Section Subdivision GPIN or Tax Map # 34-11A1 Health Dept ID # Latitude Longitude Applicant or Client Mailing Address: Name: Luke Grubb Street: 2335 Columbia Drive City: Barboursville state VA zip Code 22923 Prepared by: OSE Name Thomas G. Flogge License # 1940-001091 Address PO Box 418 City Ruckersville State VA Zip Code 22968 PE Name License # Address City State Zip Code Date of Report �'J-� �- 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) 1-cover 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 VAC5-610), 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 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.A.11 I recommend that a (select one): construction permit ❑ certification letter ❑ subdivision approval Elbe (select one) Issued aair perm ❑_ voluntaryupgrade ❑ Denied 05E/PE Signature_ X 4K Date �-3c)-2Z- This form contains personal information subject under the Freedom of Information Act. Revised 12/1/2014 Site and Soil Evaluation Report Page Z of 5 VDH Use Only HDIN: General Information Date: D - ?y Albemene County Health Department Owner: Luke Grubb Phone: Owner Address: Property Address: Tax Map/GPIN#: 34-11A1 Subdivision: Section: Block: Lot: 1 Soil Information Summary 1. Position in landscape satisfactory: N Yes ❑ No Describe landscape position: Sideslope 2. Slope: 13 % 45 in reserve 3. Depth to rock/impervious strata: Max. 55+ in. Min. 53 in. ❑ Not observed 4. Free Water Present: ❑ Yes ■ No Range in inches: 5. Depth to seasonal water table (gray mottling or gray color):_ inches ® Not observed 6. Soil percolation rate estimated: E Yes ❑ No Estimated rate: 65 min/in at 29 inches depth Texture Group: ❑ 1 11111 will ❑ IV 65 mpi ® 2 1 " in reserve 7. Percolation test performed: ❑ Yes 0 No If yes, provide additional data on percolation test results. Name and title ofev tor: Thomas Graham Hogge, OSE Signature: El Site approved: h-(describe dispersal area, e.g. absorption trenches) dispersing Septic tank effluent (proposed level of treatment at time of evaluation) to be placed at 29 (inches) depth at site designated on permit. Site provides a total of 12,000+ square feet of absorption area for primary and reserve (if applicable). ❑ Site disapproved: Reasons for rejection (check all that apply) l . ❑ 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. ❑ 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 12/12014 Page 3of S Date of Evaluation: 6-11-22 Profile Description SOIL EVALUATION REPORT Property ID: TM 34.11A1, Proposed Lot 1 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. PITS ❑ See application sketch N See Construction Permit ❑ See sketch on reverse side or page attached to this form. Hole # Horizon Depth Cinches) Description of color, texture, etc. Texture Group 1 A 04 10 YR 413 brown loam, organics 2 E 4-14 10 YR 6/4 light yellowish brown, friable sandy day loam 2 Btl 14-30 7.5 YR 6/6 reddish yellow, light day loam; several round pebbles 3 Bt2 30-50 2.5 YR 4/8 red day loam; firm, fair subangular blocky (SBK); several subround pebbles; 3 mottles of 10 YR 616 brownish yellow 2 A 0.5 10 YR 514 yellowish brown loam 2 Ct 5-53 5 YR 5/6 yellowish red, very stony but friable sandy day loam to loam; subangular, up 2 to medium cobbles; machine stopped digging near Cr 3 A 0.6 7.5 YR 4/4 brown loam 2 St 6-28 5 YR 5/6 yellowish red, very light, friable day loam; good SBK 3 BtC 28-55 5 YR 5/6 yellowish red, friable day loam, a little stony; many mottles of 10 YR 7/8 yellow 3 4 A 0.6 10 YR 4/3 brown loam, organics 2 RESERVE Bt 6-22 7.6 YR 4/6 strong brown, very light, friable day loam to sandy clay loam; stony 3/2 Ct 2248 5 YR 516 yellowish red, very stony but friable sandy day loam to loam; subangular, up 2 to medium cobbles; machine stopped digging near Cr 5 A 0-5 7.5 YR 4/4 brown loam, organics 2 RESERVE Ct 5.24 7.5 YR 514 brown, friable, stony sandy day loam to loam 2 C 2445 7.5 YR 516 shag brawn, channery but friable schist saprolile (loam texture); var. with 2 5 Y 411 dark gray and 10 YR 7/8 yellow Cr 45-60 Highly weathered, fractured graphite schist easily rippable with machine WA REMARKS: Soil profiles were mnststent with mapped Glenelg series. All lcwchraoa colas observed were lahic in nature. This form contains personal information subject to disclosure under the Freedom of information Act Revised 12/1/2014 -- b�� . aoa 0 N R H +.mom` ; O M m o a < G s a 1-4 m g L m ru MN moo- 'fir = um nm xG"x� ar ana n T a "Zm<zzn nxa tz rp U s Co r©0 S lyH ���s mmmmnc5ba z nMvO N cf .• :"4r o m o r9 � � va ry rr sae, ar °�°°°°°°° L F�• AZO mmmCACG) to 'n --U m--•izcz�ov4a v ti ` Q1 'An "COmZm C7 D Elf fn zf1'Oz-IOmO-Ni m C7i-OiHZyz-4 rn O K N-irOp n - n li1 C w ama x �' m fal "`n W m Z -i IT-CDm p7 M>xRV) CD1 vrr'm m s s 0a wm(n n b b �C] D0� •� err r� mam=� OC)z X M mH 7a 0� P Qrr -a - �y p < z n u))> ' 0 0 n (yN t' Ol� n7 o r �r i r o �txivrw -r 2 m , "m M �n w n cn i +o m ur cn I rn M C>x a t� Ln H Q �C l> O > t� J>• to r. r-• Ill �y y� r Z S Z m U1 cn b O (17 -n a 3+ m o- r Trip A v v n � -- nn m 'U v . _ ' —�. < LO T rn N nO m o .. 34_ilNz oy ' mm cn f H NM o vQo ; oCA COOLn a w oz _ \, to 6oK�'''rj m r Z a czi��v a m 0 CD a mz � r n mX)m ., 3. m M * w XK�n .;"„ co O x pm m m m w «' rc m x r. mzy.i�w LO x a m A• �a ra ru lx a -�i x ru:- v `" n N o �� i n =" ". u n� asmxn� rn b b S Z 2 +� mm .w r z �mtG LOTmw a QO Ll rOz e7n n W ni �r prrr xi x ® >.- r Cn to W , "n :�• C7 m< ry t1_n ti G roZ z O. .rvvnzz e Design Calculations Proposed Division of Tax Map 34-11A1 Albemarle County, VA Lot 1 Design Basis A. Estimated Percolation Rate 65 @ 29° 21" in reserve (Minutes per inch) B. Trench bottom square feet Required per Bedroom (from Table 5.4) based on 9 Gravity ❑ LPD ❑ other: EZ FLOW, PER GMP 135.A C. Number of Bedrooms O Area Calculations: D. Length of Trench (ft.) E. Length of Available Area (ft.) F. Width of Trench (ft.) G. Number of Trenches H. Center -to -center spacing (ft.) I. Width required (ft.) J. Width of available area (ft.) K. Total square footage required L. Square footage in design M. Is a reserve area required? 100 100+ 0 120 125 1 884 2100 Including reserve Page C of J yes 100% reserve is provided in the bottom of the staked footprint. All design parameters will be the same except the installation depth will be 21 ". Page / of Jr ® Construction Permit OSE/PE Report For: Repair ❑ Voluntary Upgrade Permit Permit ® Certification Letter Subdivision Approval Property Location: 911 Address: City: Lot ' — Section Subdivision GPIN or Tax Map# 34-1W Health Dept ID # Latitude Longitude Applicant or Client Mailing Address: Name: Luke Grubb Street: 2335 Columbia Drive Cm. Barboursville State VA Zip Code 22923 Prepared by: OSE Name Thomas G. Hogge License # 1940-001091 Address PO Box 418 City RUckersville State VA Zip Code 22968 PE Name License # Address City State Zip Code Date of Report -30-a a-- 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.) 1-cwe, 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 VAC5-610), the Private Well Regulations (12 VAC5-630), the Regulations for Alternative Onsite Sewage Systems (12VACS-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 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.A.11 I recommend that a (select one): construction permit 0 certification letter © subdivision approval Elbe (select one) Issued pair per 't voluntary upgrade Q Denied G 0 OSE/PE Signature Date / - 3o-O Z ['his Corm contains personal information mbjmtte dimloeure under the Freedom of information Act. Revised 12/1/2014 Site and Soil Evaluation Report Page_ —of 5 VDH Use Only HDIN: General Information Date: - 3e- 2 Z All emaaa County Health Department Owner: Luke Grubb Phone: (434) 529-7307 Owner Address: Property Address: Tax Map/GPIN #: 34-11A1 Subdivision: Section: Block: Lot: 2- Soil Information Summary I. Position in landscape satisfactory: 0 Yes ❑ No Describe landscape position: Sideslope 2. Slope: 6 % 3. Depth to rock/impervious strata: Max. 54+ in. Min. 42 in. ❑ Not observed 4. Free Water Present: ❑ Yes 0 No Range in inches: 5. Depth to seasonal water table (gray mottling or gray color): _ inches ■ Not observed 6. Soil percolation rate estimated: 0 Yes ❑ No Estimated rate: 65 min/in at 24 inches depth Texture Group: ❑ I Oil mill ❑ IV 7. Percolation test performed: ❑ Yes El No If yes, provide additional data on percolation test results. Name and title ofe uator omasGraham Hogge,OSE Signature: M Site appr ved: AbsomWn tenches (clescribe dispersal area, e.g. absorption trenches) dispersing Septic tank effluent (proposed level of treatment at time of evaluation) to be placed at 24 (inches) depth at site designated on permit. Site provides a total of—12,000 square feet of absorption area for primary and reserve (if applicable). © Site disapproved: Reasons for rejection (check all 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. ❑ 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 ACL Revised 12tW014 Page 3 of S Date of Evaluation: &9-22 Profile Description SOIL EVALUATION REPORT Property ID: TM 34-11A1, Proposed Lot 2 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. PITS ❑ See application sketch IN See Construction Permit ❑ See sketch on reverse side or page attached to this form. Hole 4 Horizon Depth (Inches) Description of color, texture, etc. Texture Group 1 A 0-5 10 YR 3/2 very dads grayish loam, organics 2 B 5-26 2.5 Y 5/3 light dive brown, very light, friable, stony clay loam to sandy day loam 2 Ct 26-54 N 2.5 black, deanery but friable silt loam to loam graphite schist saprolite, variegated with 312 7.5 YR 6/8 reddish yellow and 2.5 Y 5/3 light olive brown; machine stopped on 3 mottles of 10 YR 6/6 brownish yellow 2 A 0-5 10 YR 3/2 very dark grayish loam, organics 2 Bl 5-32 2.5 Y 3/2 very dark grayish brown, very light, friable day loam; subangular blocky (SBK) 3 Ct 3254 2.5 Y 3/2 very dark grayish brown drennery but friable sift loam to loam graphite schist saprolite, 3/2 with 7.5 YR 6/8 reddish yellow: stopped on Cr 3 A 0-4 2.5 Y 4/3 dive brown loam, organics 2 Bt 4.28 10 YR 4/3 brown, very light, friable, little stony day loam 3 Ct 28-42 10 YR 4/3 brawn, little channery but very light, friable, silt loam saprolite, var. with 3 10 YR 7/3 very pale brown and 7.5 YR 6/6 reddish yellow; stopped on Cr 4 A 0.5 2.5 Y 4/3 olive brown loam, organics 2 at 5.28 7.5 YR 5/6 strong brown, very light, liable day loam; SBK 3 Ct 28.50 7.5 YR 5/8 strong brown, light silty clay loam to silt loam saprolite, var. with 2 7.5 YR 7/8 reddish yellow and 5 Y 3/2 dark dive gray 5 A 0-5 2.5 Y 4/3 dive brown loam, organics 2 st 5-32 5 YR 518 yellowish red, very light, friable day loam; SBK 3 CBt 3254 5 YR 5/8 yellowish red silty day loam saprolite; fairly friable; var. with 3 5 YR 7/8 reddish yellow and 7.5 YR 816 reddish yellow; terminated near Cr REMARKS: Soil profiles were consistent with mapped Gleneg series. All lowchroma colors observed were lithic in nature. This form contains personal information subject to disclosure under the Freedom of Information Act Revised 12/1/2014 Ip 0i. may. ww..(�1 o "^ N 6i w(�j W C+ «.'tng�l1inorar�mvcnvwwaa�+ Ct z K " I.`dMi�° �"� '�' la1 ® pF tU O d ti3 K"J Ci ro *er Gl CJ {Tk 4! S,V Y ^^I -tbaU% b WN 'Dom �/7 17. Lo 7 i GRID NORTH � VA-S SPC Ito NOD 57 9 Ss" o ♦. CacdrTOpa Ull STi?EAtA cz ,1 100'ST pp/y z� , "Q `� tpS • • `� ��Ento '` m F�7i.3MM ti� �+ w a pp Of W N cn rnaM y � n " , a _ s� .ttt. ,J��': ��(:�C.�•L� �. Y. � Eli �+� 21 .Nq,N - .-r DOr �1�4l� p sn M0 C� a ^FnJO+O' D• ••mil °T, "0 DS �, o i1] ''� ip Oo C71or- rn Q1 Ed ) V {w1.1 `• m f« W M -<a cra 4 Mrn \ . sf�� DLO M ! rr N vra r' `. MIT 7, 3�,ca� 1f (n Min ,t y r+Na� OIn N r i �rlu ' v 34 r `'" a M cpa Nm m O _ x C �`� C) CTr , t OY .~'+ss QX tiY� O M+ q r v<®� �4 m e '_ \\♦ yr us.<r-Z ?VVV: R1 an �f�, m.tz it r x r�� :� U? Page S of J Design Basis A. Estimated Percolation Rate (Minutes per inch) Design Calculations Tax Map 34-11A1 Albemarle County, VA Lo+ Z 65 @ 24" B. Trench bottom square feet Required per 100 gallons (from Table 5.4) based on ❑x Gravity ❑ LPD ❑ other: EZ FLOW, PER GMP 135.A C. Daily flow (GPD) 450 Area Calculations: D. Length of Trench (ft.) 100 E. Length of Available Area (ft.) 100 F. Width of Trench (ft.) 0 G. Number of Trenches H. Center -to -center spacing (ft.) 0 L Width required (ft.) gq Including reserve J. Width of available area (ft.) 1 5 K. Total square footage required 1490 71 L. Square footage in design 1500 M. Is a reserve area required? yes 100% reserve is provided within the staked footprint. PROPOSED SEPTIC IS FOR AN EQUIPMENT SHOP FOR THE OWNER'S LANDSCAPING BUSINESS. THE SYSTEM IS SIZED FOR A 3BR DWELLING EQUIVALENT, HOWEVER, VERY MINIMAL USE IS EXPECTED (LESS THAN 150 GALLONS PER DAY). MOST OF THE SYSTEM USE WILL BE HANDWASHING AND TOILET USE FOR THE OWNER AND SEVERAL EMPLOYEES. Page / of S ® Construction Permit OSE/PE Report For: ®Repair I]voluntary Upgrade Permit Permit ® Certification N Subdivision Letter Approval Property Location: 911 Address: City: Lot 4 Section Subdivision GPIN or Tax Map # 34-11A1 Health Dept ID # Latitude Longitude Applicant or Client Mailing Address: Name: Luke Grubb Street: 2335 Columbia Drive City: Barboursville State VA zip Code 22923 Prepared by: OSE Name Thomas G. Hogge License # 1940-001091 Address PO Box 418 City Ruckersville State VA Zip Code 22968 PE Name License # Address City State Zip Code Date of Report �%' 30"a a— 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.) I -Cover 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 furthercertih/ 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 Iicensure 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.A.11 I recommend that a (select one): construction permit ❑certification letter ❑ subdivision approval jDbe (select one) IssuedEl repair pe ❑ voluntaryupgrade 0 Denied ❑ OSE/PE Signature Date 9 ��- This form contains personal information subjectto dimtoraue under the Freedom of Information Act. Revised 1Z/1/Z014 Site and Soil Evaluation Report Page a( of ? VDH Use Only HDIN: General Information Date: Albemarle County Health Department Owner: Luke Grubb Phone: Owner Address: Property Address: Tax Map/GPIN #: 34-11 Al Subdivision: Section: Block: Lot:4 Soil Information Summary 1. Position in landscape satisfactory: ® Yes ❑ No Describe landscape position: Sideslope 2. Slope: 9 % 3. Depth to rock/impervious strata: Max. 60+ in. Min. 45 in. ❑ Not observed 4. Free Water Present: ❑ Yes ■ No Range in inches: 5. Depth to seasonal water table (gray mottling or gray color): _ inches 6 Not observed 6. Soil percolation rate estimated: ® Yes ❑ No Estimated rate: 55 min/in at 27 inches depth Texture Group: ❑ I O Il ® Ill ❑ IV 7. Percolation test performed: ❑ Yes 17 No If yes, provide additional data on percolation test results. Name and title of eval • T omas Graham Hogge, OSE Signature: Site approved: Absorption b nd= (describe dispersal area, e.g. absorption trenches) dispersing Septic tank effluent (proposed level of treatment at time of evaluation) to be placed at 27 (inches) depth at site designated on permit. Site provides a total of—12,000 square feet of absorption area for primary and reserve (if applicable). ❑ Site disapproved: Reasons for rejection (check all 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. ❑ Insufficient area of acceptable soil for required absorption area, and/or reserve area. 6. ❑ Proposed system too close to well. 7. ❑ Other s This form contains personal information subject to disclusure under the Freedom of Information Act. Revised 12/1/2014 Page _3 of 5 Date of Evaluation: 8-4-22 Profile Description SOIL EVALUATION REPORT Property ID: TM 34-11A1, Proposed Lot4 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. AUGER BORINGS ❑ See application sketch ■ See Construction Permit ❑ See sketch on reverse side or page attached to this form. Hole # Horizon Depth Inches Description of color, texture, etc. Texture Grow 1 A 0.5 2.5 Y 412 dark grayish brown sift loam 3 Bw 5-16 2.5 Y 4/3 dive brown, very light, friable silty day loam; little stony 3 Ct 16-38 2.5 Y 42 gravelly loam from weathered graphite schist; few pockets of friable silt loam 213 C 38-45 N 3 very dark gray, gravelly loam; auger refusal at 45" 2 2 j A j 0-5 2.5 Y 42 dark grayish brown silt loam, organics 3 Bt 5-25 2.5 Y 42 dark grayish brown, very light, friable silty day loam to sit loam 3 C 25-60 N 3 very dark gray, gravelly loam with very few mottles of 7.5 YR 6/8 reddish yellow 2 3 A OS 10 YR 52 grayish brown loam 2 Bt 5-25 10 YR 5/3 brown, very light silty clay loam to silt loam 3 C 2647 N 3 very dark gray, gravelly loam with very few mottles of 7.5 YR 6B reddish yellow; 2 AIR at 47' 4 A 0.6 10 YR 52 grayish brown loam 2 Bw 6-22 10 YR 52 grayish brain, gravelly loam to silt loam; friable 2/3 Ct 2247 10 B 2.5/1 bluish Wads, liable, little stony loam; few silt loam pockets; some 2/3 2.5 Y 6/3 light yellowish brown mottles; A/R at 47" 5 A 04 10 YR 4/3 brown loam 2 at 4-24 10 YR Sr4 yellowish brawn, very light, friable sift loam to loam; a little gravelly 3/2 Ct1 24-36 2.5 Y 4/3 olive brown, very light, friable, gravelly silt loam 3 Ct2 3646 10 YR 54 yellowish brown, very light, friable, gravelly sit loam; some 10 YR 6/3 very pale brown; 3 AIR at 46" REMARKS: Soil profiles were consistent with mapped Glenelg series. All low-chr a na cdon observed were lithe in nature. This form contains personal information subject to disclosure under the Freedom of Information Act Revised 12/12014 A rnUl sl Ln m i 13 up . v Low 00 4W -Im UPSF A. � 3 -n F- w ' 33 In IL? S!O rl: a X lA L7 �J 111 tll LJ W`1 H L- 1 p 10 M M r- 4 < tr \ < 5 StrM� rn_ m a Cb 1 a ,� «$, o rtnaa 9 ts'c =r Lfi2� = = ki C ]yyri/ms r � ► --r At ram, - l<Y ailrn r - r 4&r rn zm 3w �4 „M r YA o DD� m _-0 0 In .-Ln -0 �F a yO mho rtrt y al to T ala S M q Page Soi Design Basis A. Estimated Percolation Rate (Minutes per inch) Design Calculations Proposed Division of Tax Map 34-11A1 Albemarle County, VA Lot 4 55 @ 27" B. Trench bottom square feet Required per Bedroom (from Table 5.4) based on M Gravity ❑ LPD ❑ other: FZ FLOW, PER GMP 135.A C. Number of Bedrooms q� Area Calculations: D. Length of Trench (ft.) 100 E. Length of Available Area (ft.) 100 F. Width of Trench (ft.) 0 G. Number of Trenches H. Center -to -center spacing (ft.) 0 I. Wdth required (ft.) 102 Including reserve J. Width of available area (ft.) 115 K. Total square footage required 1648 L. Square footage in design 1800 M. Is a reserve area required? yes 100% reserve is provided within the staked footprint. Page I Of __� - ® Construction Permit OSE/PE Report For: ®m Repair ® Voluntary Upgrade Pei Permit ® Certification Letter Subdivision Approval Property Location: 911 Address: City: Lot Section Subdivision GPIN or Tax Map # 34-11A1 (Residue) Health Dept ID # Latitude Longitude Applicant or Client Mailing Address: Name: Luke Grubb Street: 2335 Columbia Drive City: Barboursville State VA Zip Code 22923 Prepared by: OSE Name Thomas G. Hogge License # 1940-001091 Address PO Box 418 City Ruckersville State VA Zip Code22968 PE Name License # Address City State Zip Code [Date of Report - 30 a a-- Date of Revision #1 E/PE Job # Date of Revision #2 contents/Index of this report (e.g., Site Evaluation Summary, Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc.) 1.Ccver 2,3-Site and Soil Evaluation Report 4-Site Sketch 5,6-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 VAC5-610), 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 Commonwealth that have been duly issued by the applicable agency charged with licensure to perform the work contained herein. 17The 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.A.11 I recommend that a (select one): construction permit ®certification letter ® subdivision approval Elbe (select one) Issued ©' epair per it ❑ voluntary upgrade � Denied OSE/PE Signature Date —.30 -da� This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/l /2014 Site and Soil Evaluation Report Page A of VDH Use Only HDIN: General Information Date: Abemare County Health Department Owner: Luke Grubb Phone: Owner Address: Property Address: Tax Map/GPIN #: 34-11A1 (Residue) Subdivision: Section: Block: Lot: Soil Information Summary l . Position in landscape satisfactory: ® Yes ❑ No Describe landscape position: Sldeslope 2. Slope: 13 % 25" in reserve (PERVIOUS ROCK) 3. Depth to rock/impervious strata: Max. 64+ in. Min. 51 in. ❑ Not observed 4. Free Water Present: ❑ Yes E No Range in inches: 5. Depth to seasonal water table (gray mottling or gray color): inches ® Not observed 6. Soil percolation rate estimated: ®Yes ❑ No Estimated rate: 65 min/in at 24 inches depth Texture Group: ❑ I ❑ It i III ❑ IV 65 MPI @ 12" in reserve 7. Percolation test performed: ❑ Yes 0 No If yes, provide additional data on percolation test results. Name and title of uator. Thomas Grahaim Hogge, OSE Signature• E3 Site approved: Ab-- k-a— _ (describe dispersal area, e.g. absorption trenches) dispersing Septic tank effluent (proposed level of treatment at time of evaluation) to be placed at 24 (inches) depth at site designated on permit. Site provides a total of 12,000+ square feet of absorption area for primary and reserve (if applicable). ❑ Site disapproved: Reasons for rejection (check all that apply) 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 seasonal water table. 4. ❑ 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/If2014 Page 3 of (p Date of Evaluation: a-10-22 Profile Description SOIL EVALUATION REPORT Property ID: TM 34-1 Mi. Residue 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. AUGER BORINGS ❑ See application sketch ■ See Construction permit ❑ See sketch on reverse side or page attached to this form. Hole # Horizon Depth Inches Description of color, texture, etc. Texture Group 1 A 0.4 2.5 Y 4/2 dark grayish brown loam, organics 2 Bt 4-16 5 Y 4/1 dark gray, very light, stony, friable clay loam 3 213t 16-32 10 YR 5/6 yellowish brown, very light, friable clay loam with mottles of 2.5 Y 4/3 alive brown 3 2Ct 3251 10 YR 6/8 brownish yellow, channery silt loam saprolite; somewhat friable, with 3 7.5 YR 4/3 brown and 2.5 Y 7/1 light gray; stopped on Cr 2 A 0-4 10 YR 4/3 brown loam, organics 2 Bt 4-36 7.5 YR 5/6 strong brown day loam; fair subangular blocky 3 Ct 36-64 5 Y 21511 clack, channery but somewhat friable silt loam saprolite with 3 7.5 YR 6/8 reddish yellow 3 A 0-5 2.5 Y 412 dark grayish brown loam, organics 2 at 5-26 5 Y 4/1 dark gray, very Ilght, stony, friable day loam 3 Ct 26-54 5 Y 2/5/1 dads, channery but somewhat friable loam saprolite with 7.5 YR 6/8 reddish yellow; 2 stopped on Cr 4 A 05 2.5 Y 4/2 dark grayish brown loam, organics 2 RESERVE Bt 5-25 5 Y 411 dark gray, very light, stony, friable day loam 3 Cr 25.42 Highly weathered, fractured schist N/A 5 A 65 10 YR 6/4 light yellowish brown loam 2 RESERVE Bt 5-24 2.5 Y 5/4 light olive brown, very light, friable, stony day loam 3 Cl 24.46 7.5 YR 6/8 reddish yellow sift loam schist saprolite; very channery in places; stopped on Cr 3 REMARKS: Soil pmfiles were consistent with mapped Glenelg series. All lowchmma colors observed were lithic in nature. This form contains personal information subject to disclosure under the Freedom of Information Act Revised 12/1/2014 ft zii W —� to a-1 mm(A m f11 [R F'tE !Tl rtf {Ye En too CD i in Z €Wit M CD�: Y • 3 C: G)i ®m e"e0 "O CbD F-1> a`9sYW W 4T w. W ID W ++� .���(' z zo �» 4UZLnW 6J w N C91 m O 9f1 �i co dOflS �yc NID x �$ c ern" N nzc Qye� u s z T9cc Oq - z Y at ®rn rn 4�lj 6810 NO ern m rum • u � a wp dC4 rION STREAM � t���• �� . to o LO 100 Spq�a d�tF�, �N �Y C n �UcFER to GO O V I ~� N . }t- iT1 to C @wm � T LA c N Cn eu-innin O�yCt][� _ (� bti HW mIV1wA D i �, w •� Pw yAy In n►y+•m N y N Oe 1-► S - a� ZIPS, r- v tI<Ci' CD o U) �O cw9 to •-ern l a C O ru NAM i ® ' "m 4n m �U3 UI C)1 w m �iJ � -� ©~ gN O r- r- r- r- , a mt �V z/! rNmcpA .e N N �� Of t Ytom ro F �'i ui W w w 4S Design Basis A. Estimated Percolation Rate (Minutes per inch) Design Calculations Proposed Division of Tax Map 34-1 W (Residue) Albemarle County, VA PRIMARY DRAINFIELD 65 @ 24" B. Trench bottom square feet Required per Bedroom (from Table 5.4) based on ❑x Gravity ❑ LPD ❑ other: EZ FLOW, PER GMP 135.A C. Number of Bedrooms Area Calculations: D. Length of Trench (ft.) 100 E. Length of Available Area (ft.) 100 F. Width of Trench (ft.) 0 G. Number of Trenches H. Center -to -center spacing (ft.) 0 I. Width required (ft.) 57 J. Width of available area (ft.) 60+ K. Total square footage required 1984 L. Square footage in design 2100 M. Is a reserve area required? yes See next page Page 5of 6 Page (Oof Design Calculations Proposed Division of Tax Map 34-11 A] (Residue) Albemarle County, VA RESERVE DRAINFIELD DRIP DISPERSAL WITH TL-3 EFFLUENT Design Basis A. Estimated Percolation Rate 65 MPI @ 12" B. Square footage 1000 (150GPD/0.15 GPD PER SQ. FT.) Required per bedroom Based on QGravity ❑ LPD Other: TL-3 EFFLUENT TO DRIP DISPERSAL, PER 12 VAC 5-613-10, REGULATIONS FOR ALTERNATIPE ONSITE SEWAGE SYSTEMS. C. Number of bedrooms Area Calculations D. Length of lines (ft.) E. Length of available area (ft.) F. Width of trench (ft.) G. Number of lines H. Center -to -center spacing (ft.) I. Width required (ft.) J. Width of available area (ft.) K. Total square footage required L. Square footage in design 100 100 N/A 20 2 40 40+ 4,000 (1,OOOftZ/BR x 413R) 4,000 Page / _ of _ S © Construction ❑ Repair Permit Permit OSE/PE Report For: ElVoluntary Upgrade Permit ElCertification Letter Subdivision Approval Property Location: 911 Address: City: Lot 6 Section Subdivision GPIN or Tax Map If 34-11A1 Health Dept ID # Latitude Longitude Applicant or Client Mailing Address: Name: Luke Grubb Street: 2335 Columbia Drive City: Barboursville State VA Zip Code 22923 Prepared by: OSE Name Thomas G. Hogge License # 1940-001091 Address PO Box 418 Cm, Ruckersville State VA Zip Code 22968 PE Name License # Address City State Zip Code Date of Report 9 - 340 a— Date of Revision #1 Cli Job # 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 Sol( 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 uppllcuble provisions of the Sewage Handling and Disposal Regulations (12 VAC5-610), the Private Well Regulations (12 VAC5-6301 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 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.A.11 I recommend that a (select one): constructionpennif OrR.1diicatina.letter © subdivision approval Obe (select one) Issued airper it ❑ voluntary upigrade © p Denied OSE/PE Signature 9 Date 7'.3ri'oZa— This form contains personal information .snhiRcCrradisrJn_vue+tar•.rer the Freedom of Information Act, Revised 12/1/2014 Site and Soil Evaluation Report Page A of -5 VDH Use Only HDIN: General Information Date: 9 - 30 �� _ Abem^e County Health Department Owner: Luke Grubb Phone: Owner Address: Property Address: Tax Map/GPIN #: 34-1 lAl Subdivision: Section: Block: Lot:6 Soil Information Summary I. Position in landscape satisfactory: 0 Yes ❑ No Describe landscape position: Sideslope 2. Slope: 13 % 42" in reserve 3. Depth to rock/impervious strata: Max. 54+ in. Min. 50+ in. ❑ Not observed 4. Free Water Present: ❑ Yes ■ No Range in inches: 5. Depth to seasonal water table (gray mottling or gray color): _ inches ■ Not observed 6. Soil percolation rate estimated: i Yes ❑ No Estimated rate: 65 min/in at 30 inches depth Texture Group: ❑ I 11111 E III ❑ 1V 65 MPI @ 24" in reserve 7. Percolation test performed: © Yes El No If yes, provide additional data on percolation test results. Name and title of ev tor: Thomas Graham Hogge, OSE Signature: • Site approved: .nns-aiwti "r-t s (describe dispersal area, e.g. absorption trenches) dispersing Septic tank effluent (proposed level of treatment at time of evaluation) to be placed at 30 (inches) depth at site designated on permit. Site provides a total of 12,000+ square feet of absorption area for primary and reserve (if applicable). © Site disapproved: Reasons for rejection (check all that apply) 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 seasonal water table. 4. ❑ 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. ❑ Others i This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/12014 Page 3 of 5 Date of Evaluation: 6-t0-22 Profile Description SOIL EVALUATION REPORT Property ID: TM 34-1 W, Proposed Lot 6 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. AUGER BORINGS ❑ See application sketch E See Construction Permit ❑ See sketch on reverse side or page attached to this form. Hole # Horizon Depth Inches Description of color, texture, etc. Texture Group 1 A OS 2.5 Y 5/1 gray loam, organics 2 Bt 5-22 2.5 Y 4/2 dark grayish brown, very light, friable clay loam; subangular blocky 3 Ct 22-50 N 2.5 black, channery but friable graphite schist saprolite with some 7.5 YR 516 strong brown 3 and 10 B 4/1 dark bluish gray; crushes easily to sift loam 2 A OS 2.5 Y 5/1 gray loam, organics 2 Bt 6.24 2.5 Y 4/2 dark grayish brown, very light, friable clay loam; subangular blocky 3 C 24-54 2.5 Y 4/2 dark grayish brown, very light, friable loam 2 3 A 0.6 2.5 Y 5/1 gray loam, organics 2 Bt 6-32 2.5 Y 412 dark grayish brown, very light, friable clay loam; stony 3 Ct 32-52 N 2.5 black, channery but friable graphite schist saprolite with some 7.5 YR 5/6 strong brown 3 and 10 B 4/1 dark bluish gray; crushes easily to slit loam 4 A 0-6 2.5 Y 511 gray loam, organics 2 RESERVE Bt 6-18 2.5 Y 4/dark gray, light, friable, stony day loam 3 C 1854 2.5 Y 412 dark grayish brown, very light, friable loam; stopped digging dose to Cr boundary 2 5 A 0-6 2.5 Y 511 gray loam, organics 2 RESERVE Ct 6-14 2.5 Y 4/dark gray, very stony, friable loam 2 C 1442 2.5 Y 412 dark grayish brown, very light, friable loam 2 Cr 42-56 Highly weathered, fractured graphite schist; easy to dig with machine N/A REMARKS: Soil profiles were consistent with mapped Watt series. All lowchroma elders observed were lithic in nature. This form contains Personal information subject to disclosure under the Freedom of Information Act. Revised 12/l/2014 �ppapp .' vJ • � pni sn p7 � C3A�� ? c�.0 :N e 7 eop�I •di nn n�f1tb1 LO r m IF WO 3& 4' µ �a W 4T W W LA1 Ca "4 tY -AYS� ,a T � M = F L TI"T Ld M H Ld a L-71 U3J_ w VL N y l P y O S n ®�'i�3. Innw W 1 Neo'CAI q u�u � biy� a IYr- 3* n Y m m mJ� \cn n 7/ 5 Page 5of Design Calculations Proposed Division of Tax Map 34-11A1 Albemarle County, VA Lot 6 Design Basis A. Estimated Percolation Rate 65 @ 30" 24" in reserve (Minutes per inch) B. Trench bottom square feet Required per Bedroom (from Table 5.4) based on [x] Gravity ❑ LPD ❑ other: EZ FLOW, PER GMP 135.A C. Number of Bedrooms a� Area Calculations: D. Length of Trench (ft.) 100 E. Length of Available Area (ft.) 100 F. Width of Trench (ft.) 0 G. Number of Trenches 7� H. Center -to -center spacing (ft.) 0 I. Width required (ft.) 120 Including reserve J. Width of available area (ft.) 120+ K. Total square footage required r 1984 L. Square footage in design r 2100 M. Is a reserve area required? yes 100% reserve is provided in the bottom of the staked footprint. All the design parameters are the same, except the installation depth will be 24 inches.