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Home My WebLink AboutSUB202000128 Study 2020-07-06 (3)Soils Study for Drain Field Sites Parcels A-C A Rural Subdivision of Tax Map 86-17C Albemarle County SUB2020-128 Prepared for: Israel's Gap Community Fund, LLC 2100 Drovers Lane North Garden, VA 22959 Prepared by: Steve Gooch Consulting Geologist, Inc. 703 Oliver Creek Road Troy, Virginia 22974 July 6, 2020 Page 1 of 8 OSE/PE Report for: Construction Permit ElCertification Letter 0 Subdivision Approval Property Location: 911 Address: City: Lot C Section Subdivision GPIN or Tax Map # 86-17C Health Dept ID # Latitude Longitude Applicant or Client Mailing Address: Name: Israel's Gap Community Fund, LLC Street: 2100 Drovers Lane City: North Garden Spy VA Zip Code 22959 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License # Address City State Zip Code Date of Report 6/19/20 Date of Revision 41 OSE/PE Job # Date of Revision 42 Contents/Ind" 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 Plat Soil Information Summary Sheets Certification Statement 1 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 02 VAC5-630) and all other applicable laws, regulations and policies implemented by the Virginia Dcpaomenl of Health. I further certify that I currently possess any professional liccnsc required by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licenstae to perform the work contained herein. The work attached to this cover pane has been conducted under an exemption to the omctice of m n meting, snecificelly the exemption in Code of Virginia Section 54.1-402.11 1 recommend that a (select one):CCQQnstruction permit certification letter subdivision approval❑ be (select one issued-ldenied d. OSE/PE Signmure h7'.P.U'e- J&:rA - Date 1 Z.0 Soil Profile Puy 28 Primary Drain Field Parcel C A Division of Tax Map 86-17C Pounding Creek Road Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-3 A Dark gray (1 OYR 4/1) loam, friable 2 3-36 Bt Red (]OR 518) silty clay, yellow (IOYR 7/8) yellow 4 mottles, firm 36-84 Bt2 Red (l OR 4/8) silty clay loam, firm 3 2 0-3 A Dark gray (10YR 4/1) loam, friable 2 3-9 E Light brown (7.5YR 6/4) clay loam, friable 3 9-35 Bt Red (IOR 518) silty clay, yellow (1 OYR 7/8) yellow 4 mottles, firm 35-64 Bt2 Red (10R 5/8) silty clay loam, firm 3 64-84 Bt3 Light red (2.5YR 6/8) clay loam, friable 3 3 0-4 A Dark gray (1 OYR 4/1) loam, friable 2 4-44 Bt Red (1 OR 5/8) silty clay, yellow (IOYR 7/8) yellow 4 mottles, rum 44-62 BC Red (IOR 5/8) silty clay loam, firm, w/yellowish red 3 (5YR 5/8) sandy loam 62-84 C Red (2.5YR 518) sandy loam, friable, common mica flakes 2 4 0-3 A Dark gray (10YR 4/1) loam, friable 2 3-8 E Light brown (7.5YR 6/4) clay loam, friable 3 8-40 Bt Red (1 OR 5/8) silty clay, yellow (1 OYR 7/8) yellow 4 mottles, firm 40-84 Bt2 Red (I OR 4/8) silty clay loam, firm 3 5 0-3 A Dark gray (IOYR 4/1) loam, friable 2 3-9 E Light brown (7.5YR 6/4) clay loam, friable 3 9-33 Bt Red (IOR 5/8) silty clay, yellow (IOYR 7/8) yellow 4 mottles, firm 33-62 Bt2 Red (l OR 5/8) silty clay loam, firm 3 62-84 Bt3 Light red (2.5YR 6/8) clay loam, friable 3 Page 3 of g Appendix 2 Soil Summary Report GENERAL INFORMATION Date 5/22120 Submitted to Albemarle County Health Department Applicant Israel's Gap Community Fund, LLC Telephone Number (434) 284-0808 Address 2100 Drovers Lane North Garden, VA 22959 Owner same Address same Location Across from 1245 Pounding Creek Road Tax Map 86-17C Subdivision Block/Section Lot C SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? Oc Yes r No Describe shoulder 2. Slope 10 ^/ 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) 5? No r Yes inches 5. Free water present IK No r Yes range in inches 6. Soil percolation rate estimated Oc Yes Texture group 1 II 0 IV r No Estimated rate 90 min/Inch 7. Permeability test performed r Yes r No If yes, note type of test performed and attach 15Z Site Approved: Drainfield to be placed at 60„ depth at site designated on permit. r Site Disapproved: Reasons for rejection: 1. r Position in landscape subject to flooding or periodic saturation. 2. r Insufficient depth of suitable soil over hard rock. 3. r Insufficient depth of suitable soil to seansonal water table. 4. r Rates of absorption too slow. 5. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. r Proposed system too close to well. 7. r 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 O primary and reserve area, 2only the primary area, ❑ only the reserve area (check one) for Parcel C — A Division of Tax May 86-17C Design Basis Total length of available area: 100, Total width of available area: 100, Estimated Pere. Rate: 90 at 60" in. (depth) Number of bedrooms (or GPD): 4 Conveyance Methods: Gravity Distribution method' (specify) Gravity x Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required: Primary (Primary, Secondary, Advanced Secondary) Square feet per bedroom: 786 Area Calculations Number of trenches I l Width of trenches: 3' Reserve required? Yes Total width of absorption area required 84' Total trench bottom area required: 3144 Length of trenches: 100' Center to center spacing: 9' Percent reserve area required: 100 Total trench bottom area provided: 3300 The required width is calculated by multiplying the center -to -center spacing by one less than the number of trenches and adding I 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 Pam E Revised July 18, 2007 pug 5S P Soil Profile Reserve Drain Field Parcel C A Division of Tax Map 86-17C Pounding Creek Road Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-3 A Dark gray (1 OYR 4/1) loam, friable 2 3-36 Bt Red (1 OR 5/8) silty clay, yellow (10YR 7/8) yellow 4 mottles, firm 36-84 Bt2 Red (IOR 4/8) silty clay loam, firm 3 2 0-3 A Dark gray (IOYR 4/1) loam, friable 2 3-9 E Light brown (7.SYR 6/4) clay loam, friable 3 9-35 Bt Red (IOR 5/8) silty clay, yellow (IOYR 7/8) yellow 4 mottles, firm 35-64 Bt2 Red (IOR 5/8) silty clay loam, firm 3 64-84 Bt3 Light red (2.5YR 6/8) clay loam, friable 3 6 0-3 A Dark gray (1 OYR 4/1) loam, friable 2 3-12 E Light brown (7.5YR 6/4) clay loam, friable 3 12-40 Bt Red (I OR 5/8) silty clay, yellow (I OYR 7/8) yellow 4 mottles, firm 40-66 Bt2 Red (lOR 4/8) silty clay loam, firm 3 66-84 BC Red (2.5YR 5/8) silty clay loam, friable, w/yellowish red 3 (5YR 5/8) sandy loam 7 0-3 A Dark gray (IOYR 4/1) loam, friable 2 3-12 E Light brown (7.5YR 6/4) clay loam, friable 3 12-48 Bt Red (IOR 5/8) silty clay, yellow (IOYR 7/8) yellow 4 mottles, firm 48-84 Bt2 Red (IOR 4/9) silty clay loam, firm, white (IOYR 8/1) 3 feldspar Page (, of -7 - Appendix 2 Soil Summary Report GENERAL INFORMATION Date 5122f20 Submitted to Albemarle County Health Department Applicant Israel's Gap Community Fund, LLC Telephone Number (434) 284-0808 Address 2100 Drovers Lane North Garden, VA 22959 Owner same Address same Location Across from 1245 Pounding Creek Road Tax Map 86-17C Subdivision Block/Section Lot C SOIL INFORMATION SUMMARY - 1. Position in landscape satisfactory?R Yes r No Describe shoulder 2. Slope 10 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) R No r Yes inches 5. Free water present R No r Yes range in inches 6. Soil percolation rate estimated 5t' Yes Texture group 1 II 11 IV r No Estimated rate 90 minlinch 7. Permeability test performed r Yes IR No If yes, note type of test performed and attach 19 Site Approved: Drainfield to be placed at 72" depth at site designated on permit. r Site Disapproved: Reasons for rejection: 1. I- Position in landscape subject to flooding or periodic saturation. 2. r Insufficient depth of suitable soil over hard rock. 3. r Insufficient depth of suitable soil to seansonal water table. 4. r Rates of absorption too slow. 5. r Insufficient area of acceptable soil for required drainfeld, and/or Reverse Area. 8. f Proposed system too close to well. 7. r Other Specify (attach additional pages if necessary) V-� 7 -t 7 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 El primary and reserve area, o only the primary area, P16nly the reserve area (check one) for Paroel C — A Division of Tax Map 86-17C Design Basis Total length of available area: 100, Total width of available area: 55' Estimated Pere. Rate: 90 at 72" in. (depth) Number of bedrooms (or GPD): 4 Conveyance Method : Pump Dispersal system basis AOSS reds 2 Distribution method (specify): Pump LGMI required? No (Yes/No) Effluent quality required: Advanced Secondary (TL 31 Square feet per bedroom: 228 Total trench bottom area required: 912 Area Calculations Number of trenches 6 Width of trenches: 3= Reserve required? No. this is reserve_ Total width of absorption area required 48' Length of trenches: 65' Center to center spacing: 9' Percent reserve area required: 100 Total trench bottom area provided: 1170 The required width is calculated by multiplying the center -to -center spacing by one less than the number of trenches and adding I 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 Fom E Revised July 18, 2007 T T. M.06-IB MATTHEN SCOTT LEHIGH G ROMM JOY LEHIGH D.8.I868-301 D.P. 1169-722 KAI LM, G6-IG A. YAMEY LD A COW. 0. 0. 357-M n.B.8I-A61 CESC.� �G AAIg3°T P0r 0 0q�'�9G�MARAEO � 11I'N P 21wo OOw PROPOSED RESERVE DRAIN FIEI.11 SITE PROPOSED PRIMARI' DRAIN FIELD SITE N.00-A BLUlG]LL N]LOI a LLL n.H0 U2NPo 6 PLAY PLAT n e: W._3n KAI T.N,06-17CP P,�,A,gqR�ECEL ooB`` YCCAOLEYRU91 11 B,6200-I6. IIIC 23 PLAT AT MOD' T. H,06-5 RLUEGILL MLOSNG&LLC 6. 0.4121-518 0.8, 11)2-A90 O !WA PLAT 0. B.627-006 PLAT G, 0. 172-M KIT FIR REVIEW SCALE: I- - 30O' DATE: JUNE 4, 2020 DR LMIAEL'0 OAP COHMIMIIY F4N6 4C ADOPT83 BEYM.H. C00 +[NC. CHATETTE EILLI 3 ITI tI0}31PC1 I RAr9Lpv2vx0a CO. PROPOSED WELL SITE PROPOSER u.e-ee5=ir`.i O. B. ]8-IGA OFBC. LM.Bfi-OA PLAT \ , I. uti MvB6�vu0 O fi` D ti MIITF ERR o PARCEL C 100.00 ACRES 48'PL11 OAK AT 28.00' —OYENEAO UTILITY LIP 'DF,O UTILITY OVERHEAD Po, 3 -LB p /f _--rl T NWE / TRAMLE � PROM B PARCEL D WE'LL! 190.01 ACRES P PROPC CI nuILAYI HOUSE w� PROPOSED PRIMARY, PROPOSE DRAIN FIELD SnE PRAINE'll / :/ / TPPNOKINATE LOCATCW OF STWAM (TAHEH FROM COWRY --OF AL9EMAIRE GIS DATA bcaie I 3uu- •- 5011 YrOnle rloie House, Well and Drain Field Sites Parcel C A Division of Tax Map 86-17C Albemarle County, Virginia Steve Gooch Consulting Geologist 703 Oliver Creek Road Troy, Virginia22974 ti jF IN 50.30" STONF. VILE � NAfd(fD ^, HIMORY IF 8 T.H.06-16 \ IUNPA6 F.V(A'LTHT !® 0 0,107 -00 0.H 1552-576 KAI n. YJ 17 m XAT t)> GRAPHIC SCALE 0 300 60( Page 1 of 8 OSE/PE Report for: Construction Permit 0 Certification Letter Subdivision Approval 157 Property Location: 911 Address: City: Lot D Section Subdivision GPIN or Tax Map # 86-17C Health Dept ID # Latitude Longitude Applicant or Client Mailing Address: Name: Israel's Gap Community Fund, LLC Street: 2100 Drovers Lane City: North Garden State VA Zip Code 22959 Prepared by: OSE Name Steve Gooch License # 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License # Address City State Zip Code Date of Reporta/19/20 Date of Revision #1 OSE/PE Job # Date of Revision #2 ContentsiIrl 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 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 Deparunent ofllsibb. I further certify that 1 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. ElThe work attached to this cover paee has been conducted order 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):GGQ�nstruction permit certification letter subdivision approval d❑ be (select one) issuedLdenied d. OSE/PE Signature Date Soil Profile Primary Drain Field Parcel D A Division of Tax Map 86-17C Pounding Creek Road Albemarle County Hole Depth Horizon Material Description (in.) I�u�c Z d � 7 Soil Texture Group 3 0-3 Al Dark gray (IOYR 4/1) loam, friable 3-15 A2 Light brown (7.5YR 6/4) sandy loam, friable 15-34 Bt Red (l0R 5/8) silty clay loam, firm 34-84 C Yellowish brown (IOYR 5/8) sandy loam, friable 4 0-3 Al Dark gray (IOYR 4/1) loam, friable 3-10 A2 Light brown (7.5YR 6/4) sandy loam, friable 10-25 Bt Red (l OR 5/8) silty clay loam, fum 25-84 C Very pale brown (1 OYR 8/3) loamy sand, very friable 6 0-4 Al Dark gray (IOYR 4/1) sandy loam, friable 4-9 A2 Light yellowish brown (IOYR 6/4) sandy loam, friable 9-29 Bt Red (2.5YR 5/8) clay loam, friable 29-54 Cl Yellow (IOYR 7/8) loamy sand, very friable 54-84 C2 Reddish brown (5YR 5/4), yellowish brown (1 OYR 5/8) sandy loam, friable 7 0-3 Al Dark gray (10YR 4/1) loam, friable 3-13 A2 Light brown (7.5YR 6/4) sandy loam, friable 13-35 Bt Red (2.5YR 5/8) clay loam, friable 35-84 C Very pale brown (1 OYR 8/3) loamy sand, very friable 8 0-3 Al Dark gray (IOYR 4/1) loam, friable 3-6 A2 Light brown (7.5YR 6/4) sandy loam, friable 6-30 Bt Red (1 OR 5/8) silty clay loam, firm 30-48 Cl Yellowish red (5YR 5/8) sandy loam, friable 48-84 C2 Yellow (1 OYR 7/8) sandy loam, friable Page 'R of L Appendix 2 Soil Summary Report GENERAL INFORMATION Date 4/18/19 Submitted to Albemarle County Health Department Applicant Israel's Gap Community Fund, LLC Telephone Number (434) 284-0808 Address 2100 Drovers Lane North Garden, VA 22959 Owner same Address same Location Across from 1171 Pounding Creek Road Tax Map 86-17C Subdivision Block/Section Lot D SOIL INFORMATION SUMMARY - p1ywta 1) � ; 1. Position in landscape satisfactory? 6c Yes r No Describe shoulder 2. Slope 13 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) r No r Yes Inches 5. Free water present Fx- No r Yes range m inches 6. Soil percolation rate estimated IK Yes Texture group I Cl)III IV r No Estimated rate 45 min/inch 7. Permeability test performed r Yes 15? No If yes, note type of test performed and attach Isc Site Approved: Drainfield to be placed at 48" depth at site designated on permit. r Site Disapproved: Reasons for rejection: 1. r Position in landscape subject to Flooding or periodic saturation. 2. r Insufficient depth of suitable soil over hard rock. 3. r Insufficient depth of suitable soil to seansonal water table. 4. r Rates of absorption too slow. 5. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. r Proposed system too close to well. 7. r Other Specify (attach additional pages if necessary) Pint 4S-i, 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, 11 oly the primary area, 0 only the reserve area (check one) for Parcel D — A Division of Tax May 86-17C Design Basis Total length of available area: 100, Total width of available area: 85, Estimated Perc. Rate: 45 at 48" in. (depth) Number of bedrooms (or GPD): 4 1 Conveyance Method : Gravity Distribution method (specify): Gravity Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required: Primary (Primary, Secondary, Advanced Secondary) Square feet per bedroom: 344 Area Calculations Number of trenches 5 Width of trenches: 3' Reserve required? Yes Total width of absorption area required 39' Total trench bottom area required: 1376 Length of trenches: 100' Center to center spacing: 9' Percent reserve area required: 100 Total trench bottom area provided: 1500 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 Fmm E Revisal July 18, 2007 ��a,ie s�Ffr Soil Profile Reserve Drain Field Parcel D A Division of Tax Map 86-17C Pounding Creek Road Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-2 A Brown (7.5YR 5/4) clay loam, friable 3 2-20 Bt Red (2.5YR 5/8) silty clay loam, firm 3 20-33 Cl Yellowish brown (IOYR 5/8) sandy loam, friable 2 33-84 C2 Light yellowish brown (l OYR 6/4) sandy loam, friable 2 2 0-10 A Brown (7.5YR 5/4) clay loam, friable 3 10-25 Bt Red (I OR 5/8) silty clay loam, firm 3 25-70 Cl Light yellowish brown (IOYR 6/4) sandy loam, friable 2 70-84 C2 Yellow (1 OYR 7/8) loamy sand, friable 1 3 0-3 Al Dark gray (IOYR 4/1) loam, friable 2 3-15 A2 Light brown (7.5YR 6/4) sandy loam, friable 2 15-34 Bt Red (1OR 5/8) silty clay loam, firm 3 34-84 C Yellowish brown (10YR 5/8) sandy loam, friable 2 5 0-2 A Brown (7.5YR 5/4) clay loam, friable 3 2-30 Bt Red (l OR 5/8) silty clay loam, firm 3 30-84 C Yellowish brown (10YR 5/8) sandy loam, friable 2 8 0-3 Al Dark gray (10YR 4/1) loam, friable 2 3-6 A2 Light brown (7.5YR 6/4) sandy loam, friable 2 6-30 Bt Red (l0R 5/8) silty clay loam, firm 3 3048 Cl Yellowish red (5YR 5/8) sandy loam, friable 2 48-84 C2 Yellow (10YR 7/8) sandy loam, friable 2 Page i of Y Appendix 2 Soil Summary Report GENERAL INFORMATION Date 4118/19 Submitted to Albemarle County Health Department Applicant Israel's Gap Community Fund, LLC Telephone Number (434) 284-0808 Address 2100 Drovers Lane North Garden, VA 22959 Owner same Address same Location Across from 1171 Pounding Creek Road Tax Map 88.17C Subdivision Block/Section Lot D SOIL INFORMATION SUMMARY _ 1. Position in landscape satisfactory? r Yes r No Describe shoulder 2. Slope 8 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) Dc No r Yes inches 5. Free water present ix No r Yes range in inches 8. Soil percolation rate estimated r Yes Texture group I ( III IV F- No Estimated rate 45 min/inch 7. Permeability test performed r Yes R No If yes, note type of test performed and attach 15Z Site Approved: Drainfield to be placed at 48" depth at site designated on permit. r Site Disapproved: Reasons for rejection: 1. (— Position in landscape subject to flooding or periodic saturation. 2. r Insufficient depth of suitable soil over hard rock. 3. r Insufficient depth of suitable soil to seansonal water table. 4. r Rates of absorption too slow. 5. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 8. r Proposed system too close to well. 7. r 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 O primary and reserve area, 11 only the primary area, eronly the reserve area (check one) for Parcel D — A Division of Tax May 86-17C Design Basis Total length of available area: 40' Total width of available area: 110, Estimated Pero. Rate: 45 at 48" in. (depth) Number of bedrooms (or GPD): 4 I Conveyance Method : Gmvi 3a Dispersal system basis Table 5.4 z Distribution method (specify): Gravity LGM1 required? No (Yes/No) Effluent quality required: Primary (Primary, Secondary, Advanced Secondary) Square feet per bedroom: 344 Area Calculations Number of trenches 12 Width of trenches: 3' Reserve required? Yes Total trench bottom area required: 1376 Length of trenches: 40' Center to center spacing: 9' Pement reserve area required: 100 Total width of absorption area required 102' Total trench bottom area provided: 1440 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 Fam E Reviu July 18, 2007 B.B.Mp 125 '/ -19 AT 25.00' T.N.B6-17n2 T.x.BB-17A O. B.v6-1W DEW o i�CLBLEPARCEL p8`Eq R. A. YANCEY A. 4 UTILITY NNE / PEYOx'RU61 0. e.662-395. A, PLAT \ ,W l ��I'algs- D.B.6206-16 y n: 6Pe`�4 22 0 23 MAY Lg / F.RI9lIN0 03f (,` rll; 4id T N.B5-176 \ MTRJUNE \ STATE ROUTE ORB s, uY TUCKER +.' en.00'oo.e MM' •� v \ POUNDING CREW( ROAD 0 S L306-217 i \/ IBC. W' (30'PRESCRIPTIYE EASEMENT) ID.B.n`257 is AT 00, `- 100• t \ I y ' m 00' b>M .�9MEµ Is C1, 1 Uim"AD If\ DA=NABE '` 1�_ •`I:DB'3A'E ILZT 9Q1 B1' _LJ C 4 S L6 / UOTINCYO 3)gf41�` .�.__.IR \ \ - _ i / LINE .�.�.N - F%IBLIXG I D.25' I9 AT Ex111A1RE nMADVEp 15.00 �� / PROPOSED � PROPOSED WELL 91'1'F: 'oe'E, WELLSiI'E: 8 6 I 180A0 FADS .f j APPPO%F STWO \ PROPDSF.0 8 CCAitOI OF STREAM ` 'Ipq IM HOIISF, 51T'E '� [3'-,PROPOSED ABEx RX 1900VOITYDATA) !s \ LBEMARI,[ GIS OATU \` m BOUND0. AARY LINE PROPOSED PRIMARY �= ' 6 DRAIN FIEI.DSn,E «PROPOSED RESERVE ),. DRAIN F'IEI,D SITE 1, - PARCEL C _—...—.._.. / `. 100.00 DUTIES F 8 LWAin� 8iRE1M3 \ ---- $,(TAKEN AL RUAR-E BIB DATA) PF is e LLc 0A MAT LAT LAT LLc w= tllIF l> I 1' b.>. q� "SSO'B2'11'N 263. A' 0 NB2'N III. o i 11.' A U I3 p 01 .i T.N.BS-Ff IF IN PARCEL A-39 30 Bp.'. STONE PILE W TRUST n, B.3709 363 IAI6N III MAT 0. B. 32BA-B07 0. e. v35-uM N 0ED HICKORY scale 1 --_ Duu' .- sou rrOI House, Well and Drain Field Si Parcel D A Division of Tax Map 86-17C Steve Gooch Consulting Geologist 703 Oliver Creek Road Troy, Virginia 22974 NAS 1..YII TIGIEEM O. B, MOO 6. 0. 15W-A7B PLAT n.B. 717-M RAT GRAPHIC SCALE f'.3G6G, 7 0 300 600 900 5 P4y1 roo IF Page 1 Of 8 OSE/PE Report for: Construction Pennit CICertification Letter F-1 Subdivision Approval Properly Location: 911 Address: City: Lot E Section Subdivision GPIN or Tax Map # 86-17C Health Dept ID # Latitude Longitude Applicant or Client Mailing Address: Name: Israel's Gap Community Fund, LLC Street 2100 Drovers Lane City: North Garden State VA Zip Code 22959 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License # Address City State Zip Code Date of Report 6(19120 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 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 VAC5-610), the Private Well Regulations (12 VAC5-630) and all other applicable laws, regulations and polici implemented by the Virginia Deparunent of Health. I further certify that 1 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 licensare 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 1 recommend that a (select one):s��nstruction permit❑ certification leher� subdivision approval be (select one)issued- deniedd. OSE/PE Signature AA-,eApe, A=& Date (Ildso Soil Profile Primary Drain Field Parcel E A Division of Tax Map 86-17C Pounding Creek Road Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 6 0-6 A Reddish brown (5YR 5/4) clay loam, friable 3 6-31 Bt Red (2.5YR 5/8) silty clay loam, firm 3 31-48 Cl Reddish brown (2.5YR 5/4) clay loam, friable 3 48-84 Cl Yellowish brown (IOYR 5/8) sandy loam, friable 2 7 0-5 A Reddish brown (5YR 5/4) clay loam, friable 3 5-27 Bt Red (2.5YR 5/8) silty clay loam, firm 3 27-84 C Yellowish brown (10YR 5/8) sandy loam, friable 2 8 0-5 A Reddish brown (5YR 5/4) clay loam, friable 3 5-19 Bt Red (2.5YR 5/8) silty clay loam, firm 3 19-32 Cl Strong brown (7.5YR 5/8) loam, friable 2 32-84 C2 Yellowish brown (1 OYR 5/8) sandy loam, friable 2 9 0-5 A Reddish brown (5YR 5/4) clay loam, friable 3 5-21 Bt Red (2.5YR 5/8) silty clay loam, firm 3 21-42 Bt2 Red (2.5YR 5/8) clay loam, friable 3 42-63 Cl Reddish brown (SYR 65/4) loam, friable 2 63-84 C2 Yellowish brown (10YR 5/8) sandy loam, friable 2 10 0-2 A Dark gray (IOYR 4/1) loam, friable 2 2-27 Bt Red (2.5YR 5/8) silty clay loam, firm 3 27-36 BC Reddish brown (2.5YR 514) sandy clay loam, friable 3 36-60 Cl Strong brown (7.5YR 5/8) sandy loam, friable 2 60-84 C2 Light olive brown (2.5Y 5/6) sandy loam, friable 2 Page 3 of - F- Appendix 2 Soil Summary Report GENERAL INFORMATION Date 5122120 Submitted to Albemarle County Health Department Applicant Israel's Gap Community Fund, LLC Telephone Number (434) 284-0808 Address 2100 Drovers Lane North Garden, VA 22959 Owner same Address same Location Across from 1245 Pounding Creek Road Tax Map 86-17C Subdivision Block/Section Lot E SOIL INFORMATION SUMMARY - Pnva 1. Position in landscape satisfactory? 19 Yes r No Describe shoulder 2. Slope 10 h 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) r No r Yes inches S. Free water present r No F- Yes range in inches 6. Soil percolation rate estimated IR Yes Texture group I (D III IV r No Estimated rate 45 min/inch 7. Permeability test performed F- Yes R No If yes, note type of test performed and attach R Site Approved: Drainfield to be placed at 60" depth at site designated on permit. r Site Disapproved: Reasons for rejection: 1. r Position in landscape subject to flooding or periodic saturation. 2. r Insufficient depth of suitable soil over hard rock. 3, r Insufficient depth of suitable soil to seansonal water table. 4. r Rates of absorption too slow. 5. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. r Proposed system too close to well. 7. r Other Specify (attach additional pages if necessary) I94yc 4 JF � Abbreviated Design Form This form is for use with gravity, pump to gravity, enhanced flow, and low pressure distribution (LPD) sewage system designs and when applying for a certification letter or subdivision approval. This abbreviated design covers the ❑ primary and reserve area, 0 only the primary area, dnly the reserve area (check one) for Parcel E — A Division of Tax Map 86-17C Design Basis Total length of available area: 85, Total width of available area: 55' Estimated Perc. Rate: 45 at 60" in. (depth) Number of bedrooms (or GPD): 4 Conveyance Method : Gravity Distribution method (specify): Gmvity x Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required: Primary (Primary, Secondary, Advanced Secondary) Square feet per bedroom: 344 Area Calculations Number of trenches 6 Width of trenches: 3' Reserve required? Yes Total width of absorption area required 48' Total trench bottom area required: 1376 Length of trenches: 85' Center to center spacing: 9' Percent reserve area required: 100,_ Total trench bottom area provided: 1530 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, 207 �uryc.`i tJ� Soil Profile Reserve Drain Field Parcel E A Division of Tax Map 86-17C Pounding Creek Road Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 04 A Weak red (IOR 4/4) loam, friable 2 4-22 Bt Red (1 OR 5/8) silty clay loam, firm 3 22-52 BC Red (10115/8) silty clay loam, firm w/ dark yellowish 3 brown (1 OYR 4/6) sandy loam 52-72 CB Dark yellowish brown (1 OYR 4/6) sandy loam, friable 2 w/red (I OR 5/8) clay loam 72-84 C Brownish yellow (IOYR 6/8) sandy loam, friable 2 2 0-2 A Weak red (I OR 4/4) loam, friable 2 2-34 Bt Red (l0R 5/8) silty clay loam, firm 3 34-74 Bt2 Red (2.5YR 5/8) clay loam, friable 3 74-84 C Dark yellowish brown (IOYR 4/6) loam, 40% weathered 2 schist fragments 3 0-3 A Weak red (]OR 4/4) loam, friable 2 3-31 Bt Red (l0R 5/8) silty clay loam, firm 3 31-84 C Dark yellowish brown (I OYR 4/6) loam, friable 2 4 0-3 A Weak red (1 OR 4/4) loam, friable 2 3-30 Bt Red (I OR 5/8) silty clay loam, firm 3 30-74 C 1 Reddish brown (2.5YR 5/4), light red (2.5YR 6/8) clay 3 loam, friable 74-84 C2 Yellowish red (M 5/8) sandy loam, friable 2 5 0-3 A Weak red (l0R 4/4) loam, friable 2 3-34 Bt Red (I OR 518) silty clay loam, firm 3 34-54 Bt2 Red (2.5YR 5/8) clay loam, friable 3 54-84 C Yellowish red (5YR 5/8) sandy loam, friable 2 Page (, of _P Appendix 2 Soil Summary Report GENERAL INFORMATION Date 5/22120 Submitted to Albemarle County Health Department Applicant Israel's Gap Community Fund, LLC Telephone Number (434) 284-0808 Address 2100 Drovers Lane North Garden, VA 22959 Owner same Address same Location Across from 1245 Pounding Creek Road Tax Map 86-17C Subdivision Block/Section Lot E SOIL INFORMATION SUMMARY •, 1. Position in landscape satisfactory? r Yes r No Describe shoulder 2. Slope 12 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) R No F- Yes inches 5. Free water present R No r Yes range in inches 6. Soil percolation rate estimated IR Yes Texture group 1 II II IV r No Estimated rate 55 minAnch 7. Permeability test performed f Yes r No If yes, note type of test performed and attach ISc Site Approved: Drainfeld to be placed at 48,E depth at site designated on permit. r Site Disapproved: Reasons for rejection: 1. r Position in landscape subject to Flooding or periodic saturation. 2. r Insufficient depth of suitable soil over hard rock. 3. r Insufficient depth of suitable soil to seansonal water table. 4. r Rates of absorption too slow. S. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. r Proposed system too close to well. 7. r Other Specify (attach additional pages if necessary) r.,7 dF 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, 0 only the primary area, akonly the reserve area (check one) for Parcel E — A Division of Tax Mau 86-17C Design Basis Total length of available area: 65' Total width of available area: 75' Estimated Pere. Rate: 55 at 48" in. (depth) Number of bedrooms (or GPD): 4 Conveyance Method : Gravity Distribution method (specify): Gmvitv x Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required: Primary (Primary, Secondary, Advanced Secondary) Square feet per bedroom: 412 Area Calculations Number of trenches 9 Width of trenches: 3' Reserve required? Yes Total width of absorption area required 75' Total trench bottom area required: 1648 Length of trenches: 65' Center to center spacing: 9' Pereent reserve area required: 100 Total trench bottom area provided: 1755 The required width is calculated by multiplying the center -to -center spacing by one less than the number of trenches and adding I 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 F. E R iud Job, 18, 207 I9015e. Fdy-B R N GRAPHIC SCALE V-1100i90' i uc 0 300 600 �90D If 1N IN PILE AT w II p 7 7 HEALTH DEPARTMENT COPY FOR iNOT RECORDATION H MUST�O-E JAB XI]•11'il_E KAIMEB)STONE o A M E S Ri lLL IOe.O p/x� 0ATPPILEE 8.4,�0z VIA B00.01'M'x 21p'AG .11 Ip 2N LOLURi x6P'6B'Ep'p 90- MA'I. Ip A9N A' NpLE Bp].6 .' H IS PROPOSED pp6,A3' FExU "A"" E 1gP1,AP HOOSE SITE Mp�'RA'6 rE1SE Y x.00-EI IF y SED ,AVROPI TOWN, FpK9TapRBEEY.pC �. '•Y•'1 l WELL SrfP: p.0.99]-23RAi - R:DR VE P^ Ap DRAIN FIELD SITE m „ PROPOSED PRIMAR\PARCEL E DRAIN PIETA SITE. 125.00 ACRES �. �A LWIL B�ap�p]IE qE i. \ MRA?MN LMB \ E 9 pr0NF PILE p,6. b19 Af1P XIMT[� \ SB6'R9']1'E g1BV" _ ]PoBUFFER,'" 0.0.30 OCAifON K BIINNi]EEIJI MO. N'—t "- - IR .XEN FHML COLN Y W W..NARLE 815 DATA) \DENA \ A �100'61PEAN"by FENCE 0^!® �+0 +i. IN A' %V]BEp Ai �B BW�IpdUH IR RRBERY R. HNSON E M{[pl D.B.OVO-EE3 \'. \ ISOpOfEL 0 ACRES p o.a 3iee--10 A`A "\ \611'OA'3B'Y \ 1 \ RF.VI6EDONE BAi�O. ABIlIA1Ut fANI x y PLNB,EO�T9rE EWHp O.B. A]56-A36 JM 4,,, PLAT Scale 1 "= 500' .- Soil Profile Hole ,. 2N iRALEB-- ].N.66-AO y< FILE BF EENCE p • House, Well and Drain Field Sites "TAN 'OF V L BB WMN a PoLLOM Parcel p.B.A6f]3A-XL3 xxA. Br� IF A Division of Tax Map 86-17C n. e.aABS-B] Oil) t54 PLAT E63. A' 'IM"O 'X NP6'9 Albemarle Coup Virginia HEN IIJAO 'N 'l 3Bl eT.X.BM Ir' 10' Steve Gooch Consulting Geologist ! N.I�ii l!'MCis F rlxrsr 703 Oliver Creek Road hue"'°v]'i"wni' 154 PUT T.N. W-u Troy, Virginia 22974