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HomeMy WebLinkAboutSUB201900171 Study 2020-03-02Page 1 of 5 OSE/PE Report For: ❑ Construction ❑ Repair ❑ Voluntary Upgrade ❑ Certification ® Subdivision Permit _ Permit Permit Letter Anoroval Property Identification: 911 Address: City: Lot: A Section: Subdivision: GPIN or Tax Map #: 50-19 Health Department ID #: Latitude: Longitude: Applicant or Client Mailing Address: Name: Steve Canterbury Street: P.O. Box 1772 City: Charlottesville State: VA Zip Code: 22902 Prepared by: OSE Name: William J. "Jeff' Loth IV License Number: 1940001316 Address: 222 Sycamore Lane City: Afton State: Vir ig_nia Zip Code: 22920 PE Name: License Number: Address: City: State: Zip Code: Date of Report: 3/2f20 Date of Revision 1: _ OSE/PE Job Number: Date of Revision 2: Contents4ndex of this report e.. Site Evaluation Summary,Soil Profile Descriptions, Site Sketch Abbreviated Design, etc,) Cover Page Annlicatio_n Soil Summay Report Soil Profile & Desi Calculations Plat with Drainfields and Sanitga Surve Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the applicable provisions ofthe Sewage Handling and Disposal Regulations (12 VAC5-610), the Private Well Regulations (12 VAC5-630), the Regulations for Alternative Onsite Sewage Systems (I 2VAC5-613) 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.I I I recommend that a (select one); ❑ Construction P it, ❑ Certification Letter, N Subdivision Approval, ❑ Repair Permit, ❑ Voluntary Upgrade be (select one): N Issued, ❑ D nied PE/OSE Signature: Date: 3/2/20 Page 2 of 5 Commonwealth of Virginia Application for: ® Sewage System ® Water Supply VDH Use Only Health Department ID# Due Date: Owner: PMC Distribution Inc. Phone: - Mailing Address: P.O. Box 684 Keswick, VA 22947 Phone: - Fax: Agent: Steve Canterbury Phone: 434 960-5008 Mailing Address: P.O. Box 1772 Charlottesville, VA 22902 Phone: - Fax: - Site Address: Email: Directions to Property: east of Rt. 231, 700' south of Rt. 640 Subdivision: I I Section: Block: Lot: A Tax Map: 50-19 Other Property Dimension/Acreage of Property: Identification: 2.58 Sewage System Type of Approval: Applicants for new construction are advised to apply for a certification letter to determine if land is suitable for a sewage system and to apply for a construction permit (valid for 18 months) only when ready to build. For New Construction: ❑ Certification Letter ❑ Construction Permit ® Subdivision Review For Existing Construction: ❑ Repair ❑ Modification ❑ Expansion ❑ Replacement Proposed Use: ® Single Family Home (Number of Bedrooms ❑ Multi -Family Dwelling (Total Number of Bedrooms ❑ Other (describe) Will there be a basement: ® Yes ❑ No If yes, will there be fixtures in the Basement? ® Yes ❑ No Are any conditions proposed on this construction permit? ❑ Yes ® No If yes, please check or describe all proposed Conditions that apply: ❑ Reduced Water Flow ❑ Limited Occupancy ❑ Intermittent or seasonal use ❑ Temporary use not to exceed 1 year ❑ Other (describe) Water Supply Will the water supply be ❑ Public or ® Private Is the Water supply ❑ Existing or ® Proposed If proposed, is this a replacement well? ❑ Yes ® No Will the old well be abandoned ❑ Yes ❑ No WiII any proposed or existing buildings within 50' of the proposed or existing water supply have termite treatment? ❑ Yes ® No Borate termiticide required All Applicants Is this an AOSE/PE application? ® Yes ❑ No If yes, is the AOSE/PE package attached? ® Yes ❑ No In order for VDH to process your application you must attach a site sketch and plat of the property. The site sketch should show your property lines, actual and/or proposed buildings and the desired location of your well and/or sewage system. When the site evaluation is conducted the property lines, building location and the proposed well and sewage system sites must be clearly marked and the property sufficiently visible to see the topography, otherwise this application will be denied. I give permission to the Virginia Department of Health (VDH) to enter onto the property described during normal business hours for the purpose of processing this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite Soil Evaluator (AOSE) or a professional Engineer (PE) as necessary until the sewage disposal system has been constructed and approved. Signature of Owner/Agent Date Page 3 of 5 Soil Summary Report General Information Date: 4/23/19 Submitted to Albemarle County Health Department Applicant: Steve Canterbury Telephone: (434) 960-5008 Address: P.O. Box 1772, Charlottesville, VA 22902 Owner: PMC Distribution Inc. Address: P.O. Box 684, Keswick, VA 22947 Location: east of Rt. 231, 700' south of Rt. 640 Tax Map: 50-19 Subdivision: IL Property Size: 2.58 ac. I Section_ -- — -- Lot: A I i Soil Information Summary I 1. Position in landscape satisfactory? Yes ® No ❑ Describe: shoulder 2. Slope 7% 3. Depth to Rock or impervious strata: Max. 48+ Min. 24 4. Depth to seasonal water table (gray mottling or gray color): N o ® Yes ❑ Inches 5. Free water present: No ® Yes ❑ range in inches - Yes ® Texture Group I El II El ® IV ❑ 6. Soil percolation rate estimated? No ❑ Estimated rate 65 min/inch 7. Permeability test performed Yes ❑ No If yes, note type of test performed and attach Drainfield to be placed at 18" depth at site designated on plat utilizing TL-3 ® Site Approved and disinfection. Reserve drainfield is to be placed at 12" depth at site designated on plat and utilizing TL-3 and drip dispersal. ❑ Site Disapproved Reason for Rejection 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 drainfeld, and or reserve area 6. ❑ Proposed system too close to well 7. 0 Other Specify Page 4 of 5 TM 50-19 Parcel A Albemarle County, Virginia Soil Profiles Hole Hrzn Depth Material Description Txt i4 Grp 1 A 0-2 1 3/3 dark brown Loam 2 B 2-8 10 /4 light brown Clay Loam weak fine SBK 3 BtC 8-30 2.5 5/8 red Clay Loam, weak SBK, with common very highly weathered schist fragments 3 R 30 Auaer refusal 2 AP 0-4 10 3/3 dark brown Loam 2 B 4-9 10 ight brown Clay Loam weak fine SBK 3 BtC 9-48 2.5 5/8 red Clay Loam weak SBK with common yEy highly weathered schist fragments 3 3 A 0-2 1 3/3 dark brown Loam 2 B 2-7 1 r6/4 light brown Clay Loam, weak fine SBK 3 BtC 7-48 2.5 r5/8 red Clay Loam, weak SBK, with common very highly weathered schist fragments 3 4 Ap 0-2 10 3/3 dark brown Loam 2 B 2-10 1 r6/4 light brown Clay Loam weak fine SBK 3 BtC 10-24 2.5 5/8 red Clay Lorin weak SBK with common very highly weathered schist fragments 3 I R 24 Aueer refusal Design Basis for Primary Drainfield A. Estimated Percolation Rate B. Effluent loading rate from Table 1 of 12 VAC 5-613 C. Number of bedrooms D. Gallons per day (Number of bedrooms X 150 gpd/bedroom) E. Total trench square footage required for drip dispersal (600gpd / 0,57gpd/ft), as per 12 VAC 5-613) Area Calculations for Primary Drainfield A. Length of trench (ft.) B Length of available area (ft.) C. Width of trench (ft.) D. Number of trenches E. Center -to -center spacing (ft.) F. Width required (ft.) G. Width of available area (ft.) H. Total square footage required 1. Square footage in design J. Is a reserve area required? Design Basis for Reserve Drainfield 65 @ 18 in. 0.57 gpd/sf _l 600 1053 65 65 3 6 9 48 48 1053 1170 Yes, 100% Reserve Area provided A. Estimated Percolation Rate 65 @ 12 in. B. Effluent loading rate from Table 1 of 12 VAC 5-613 .27 gpd/sf C. Gallons per day (Number of bedrooms X 150 gpd/bedroom) 600 Area Calculations for Drip Dispersal Reserve Drainfield A. Length of run (ft.) 60 B Length of available area (ft.) 60 C. Width of available area (1) 38 D. Total footprint required for drip dispersal (600gpd / .27gpd/sf), as per 12 VAC 5-613) 2223 E. Square footage provided 2280 F. is a Reserve Area required? Yes, this is a 100% Reserve Area 4t�p��Ci •,o 00 IRON Q� FOUND / � 2 00 os� �49 10. C�A Quo ip PROPERTY LINE 25' \ FROM C OF ROAD \A f N 5 6°I #3' 45" E IRON SET , 0 •O i ,PIPE FOUND-.. . `r. c'. .off F��.� . 0�q, NEW TM.�5j0- P 18 o `�� • LET cS•, I C. O NEW T. M. 50 - P. 15BLOT C `. '•, C • r 2.57 t� poS �� C U, � � � g�3 • a *Z1 va SET PIPE FOUND IRON FOUND NEW T M. 50- P IB LOT A 2.58 C. RRt,ORaSFx hfvc]S� \ SET T, M. 50 - P. 20A MARY K. E. HOGG D. S. 4541, P. 229 D. B, 3301, P. 143 PLAT IRON FOUND BY PIPE TM. 50 - P. 20 F LINDA C. DICKERSON D. B. I685, P. 79 D. B. 413, P. 131 PLAT 1. x_ fjj-e W� ids T73 STONE PILE SET AROUND IRON FOUND T M. 50 P 19 A CHARLES A. 13 PHYLLIS M. HOPKINS D.B. 930, P. 293, 295 PLAT PIPE FOUND SCALE : I" = 80' SHEET TWO OF TWO 3268 Page I of 5 OSE/PE Report For: Construction Repair ❑I Voluntary Upgrade I ❑ I Certification 101 Subdivision Property Identification: 911 Address: City: Lot: C Section: Subdivision: GPIN or Tax Map #: 50-15B Health Department ID 4: Latitude: Longitude: Applicant or Client Mailing Address: Name: Steve Canterbury Street: P.O. Box 1772 City: Charlottesville State: VA Zip Code: 22902 Prepared by: OSE Name: William J. "Jeff' Loth. IV License Number: 1940001316 Address: 222 Sycamore Lane City: Afton State: Virginia Zip Code: 22920 PE Name: License Number: Address: City: State: Zip Code: Date of Report: 3/2/20 Date of Revision 1: OSE/PE Job Number: Date of Revision 2: ContentsAndex of this report (eg., Site Evaluation Summary,Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc. Cover Page Application Soil Summary Report Soil Profile & Design Calculations Plat with Drainfields and Sanitary Survex 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. 1 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 54.1402.A.11 I recommend that a (select one): ❑ Construction Permit, ❑ Certification Letter, ® Subdivision Approval, ❑ Repair Permit, ❑ Voluntary Upgrade be (select one): ® Issued, ❑ e ied PE/OSE Signature: Date: 3/2/20 Pate 2 of 5 Commonwealth of Virginia Application for: ® Sewage System ® Water Supply VDH use Only Health Department ID# Due Date: Owner: PMC Distribution Inc. Phone: - Mailing Address: P.O. Box 684 Keswick, VA 22947 Phone: - Fax: - A ent: Steve Canterbury Phone: 434 960-5008 Mailing Address: P.O. Box 1772 Charlottesville, VA 22902 Phone: - Fax: - Site Address: Email: Directions to Property: east of Rt. 231, 700' south of Rt. 640 Subdivision: Section: Block: Lot: C Tax Map: 50-15B Other Property Identification: Dimension/Acreage of Property: 2.57 Sewage System Type of Approval: Applicants for new construction are advised to apply for a certification letter to determine if land is suitable for a sewage system and to apply for a construction permit (valid for 18 months) only when ready to build. For New Construction: ❑ Certification Letter ❑ Construction Permit ® Subdivision Review For Existing Construction: ❑ Repair ❑ Modification ❑ Expansion ❑ Replacement Proposed Use: ® Single Family Home (Number of Bedrooms 4) ❑ Multi -Family Dwelling (Total Number of Bedrooms ❑ Other (describe) Will there be a basement: ® Yes ❑ No If yes, will there be fixtures in the Basement? ® Yes ❑ No Are any conditions proposed on this conduction permit? ❑ Yes ® No If yes, please check or describe all proposed Conditions that apply: ❑ Reduced Water Flow ❑ Limited Occupancy ❑ Intermittent or seasonal use ❑ Temporary use not to exceed I year ❑ Other (describe__ Water Supply Will the water supply be ❑ Public or ® Private Is the Water supply ❑ Existing or ® Proposed If proposed, is this a replacement well? ❑ Yes ® No Will the old well be abandoned ❑ Yes ❑ No Will any proposed or existing buildings within 50' of the proposed or existing water supply have termite treatment? ❑ Yes ® No Borate termiticide required All Applicants Is this an AOSE/PE application? ® Yes ❑ No If yes, is the AOSE/PE package attached? ® Yes ❑ No In order for VDH to process your application you must attach a site sketch and plat of the property. The site sketch should show your property lines, actual and/or proposed buildings and the desired location of your well and/or sewage system. When the site evaluation is conducted the property lines, building location and the proposed well and sewage system sites must be clearly marked and the property sufficiently visible to see the topography, otherwise this application will be denied. I give permission to the Virginia Department of Health (VDH) to enter onto the property described during normal business hours for the purpose of processing this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite Soil Evaluator (AOSE) or a Professional Engineer (PE) as necessary until the sewage disposal system has been constructed and approved. Signature of Owner/Agent Date Page 3 of 5 Soil Summary Report General Information Date: 4/23/19 Submitted to Albemarle County Health Department Applicant: Steve Canterbury Telephone: (434) 960-5008 Address: P.O. Box 1772, Charlottesville, VA 22902 Owner: PMC Distribution Inc. Address: P.O. Box 684, Keswick, VA 22947 Location: east of Rt. 231, 700' south of Rt. 640 Tax Map: 50-15B Subdivision: Property Size: 2.57 ac. I Section: Lot: C Soil Information Summary Position in landscape satisfactory? Yes ® No ❑ Describe: shoulder 2. Slope 61/o 3. Depth to Rock or impervious strata: Max. 36} Min. 20 4. Depth to seasonal water table (gray mottling or gray color): No ❑ Yes ® Inches 22 5. Free water present: No ® Yes ❑ range in inches - Yes ® Texture Group I ❑ II ❑ III ® IV ❑ 6. Soil percolation rate estimated? No ❑ Estimated rate 90 min/inch ' 7. Permeability test performed Yes ❑ No If yes, note type of test performed and attach ® Site Approved Drainfield is to be placed at 8" depth at site designated on plat and utilizing TL-3 and drip dispersal. ❑ Site Disapproved Reason for Rejection 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 drainfield, and or reserve area 6. ❑ Proposed system too close to well 7. n Other Snecifv Page 4 of 5 TM 50-15B Parcel C Albemarle County, Virginia Soil Profiles Hole Hrzn Depth in Material Description Tit Grp 1 A 0-3 1 3/3 dark brown Loam 2 B 3-10 10 /4 light brown Clay Loam weak fine SBK 3 BtC 10-20 5 r4/6 yellowish red Clay Loam wea SBK, with common very highly weathered schist fragments 3 R 20 Auger refusal 2 A 0-2 1 3/3 dark brown Loam 2 E 2-6 10 /2 light gray Silt Loam not redoximo hic 3 BtC 6-36 7.5yr6/8 reddish yellow Clay Loam, weak fine SBK, with very highly weathered schist fragments, 2.5 6/2 light brownish gray redox mottling 25" 3 3 Ap 0-2 1 3/3 dark brown Loam 2 E 2-5 10 /2 light gray Silt Loam not redoximo hic 3 BtC 5-36 7.5yr6/8 reddish yellow Clay Loam, weak fine SBK, with very highly weathered schist fragments, 2.5 6/2 light brownish gray redox mottling 28" 3 4 A 0-3 l 3/3 dark brown Loam 2 E 3-9 l 0 7/2 light gray Silt Loam not redoximo hic 3 BtC 9-36 7.5yr6/8 reddish yellow Clay Loam, weals fine SBK, with very highly weathered schist fragments, 2.5 6/2 light brownish gray redox mottling 22" Design Basis A. Estimated Percolation Rate B. Effluent loading rate from Table 1 of 12 VAC 5-613 C. Gallons per day (Number of bedrooms X 150 gpd/bedroom) Area Calculations A. Length of run (ft.) B Length of available area (ft.) C. Width of available area (ft.) D. Total footprint required for drip dispersal (600gpd / .22gpd/sf), as per 12 VAC 5-613) E. Square footage provided F. Is a Reserve Area required? 90 @ 8 in. .22 gpd/sf 600 10to80 0 to 80 192 2728 7680 100% Reserve Area provided 4: (0 cd 0 H Ir 4 J IRON' FOUND IRON SET r,►lr�- g4 ate° PROPERTY LINE 25' �S FROM t OF ROAD J,a�_ €W .9 1 "' ,�� Q. N 5 ? 134C�5 E IRON SET- w�' Q • 00 �k - :0C PIPE FOUND-.. '. WaL NEW T.M.50-P IS LOT�3►•, �• . 16 C. NEW T. M. 50- P. 158 t�` •. '•, C LOT C i� f�4r tzovosrz PIPE ,4/� FOUND 9j cJ 5 100 2 � bc) 5� SET IRON FOUND T.M. 50 - P 20A ss+ MARY K. E. NOGG D. B. 4541, P 229 ° D. B. 3301, R 143 PLAT IRON FOUND BY PIPE NEW T. M. 50- P 19 LOT A 2.58 V. rRzaftsED i V- T M. 50 - P. 2O F LINDA C. DICKERSON D_ B. 1685, R 79 D. B. 413, P. 131 PLAT STONE PILE SET AROUND IRON FOUND T. M. 50 - P. 19 A CHARLES A. a PHYLLIS M. HOPKINS D.B. 930, R 293, 295 PLAT PIPE FOUND SCALE . I" = 80' SHEET TWO OF TWO 3268 Page 1 of 5 OSE/PE Report For: ❑ Construction ❑ Repair ❑ 1 Voluntary Upgrade ❑ Certification Permit Permit Pertnit Letter ® Subdivision Property Identification: 911 Address: City: Lot: B Section: Subdivision: GPIN or Tax Map #: 50-18 Health Department ID #: Latitude: Longitude: Applicant or Client Mailing Address: Name: Steve Canterbury Street: P.O. Box 1772 City: Charlottesville State: VA Zip Code: 22902 Prepared by: OSE Name: William J, "Jeff'Loth, 1V License Number: 1940001316 Address: 222 bcamore Lane City: Afton State: Virginia Zip Code: 22920 PE Name: License Number: Address: City: State: Zip Code: Date of Report: NM0 Date of Revision 1: OSE/PE Job Number: Date of Revision 2: Contents/Index of this report e.., Site Evaluation Summary, il Profile Desert tions Site Sketch, Abbreviated Des' ete. Cover Pase A_unlication Soil Summary Report Soil Profile & Design Calculations Plat with Drainfields and Sanitary Survey 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 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 P it, ❑ Certification Letter, ® Subdivision Approval, ❑ Repair Permit, [] Voluntary Upgrade be (select one); ® Issued, ❑ Den' PE/OSE Signature: Date: 3/2/20 Pa e2of5 Commonwealth of Virginia Application for: ® Sewage System ® Water Supply VDH Use Only Health Department ID# Due Date: Owner: PMC Distribution Inc. Phone: - Mailing Address: P.O. Box 684 Keswick, VA 22947 Phone: - Fax: Agent: Steve Canterbury Phone: 434 960-5008 Mailing Address: P.O. Box 1772 CharlottesvilIe, VA 22902 Phone: - Fax: Site Address: Email: Directions to Property: east of Rt. 231, 700' south of Rt. 640 Subdivision: Section: Block: Lot: B Tax Map: 50-I8 Other Property Identification: Dimension/Acreage of Property: 2.16 Sewage System Type of Approval: Applicants for new construction are advised to apply for a certification letter to determine if land is suitable for a sewage system and to apply for a construction permit (valid for 18 months) only when ready to build. For New Construction: ❑ Certification Letter ❑ Construction Permit ® Subdivision Review For Existing Construction: ❑ Repair ❑ Modification ❑ Expansion ❑ Replacement Proposed Use: ® Single Family Home (Number of Bedrooms 4) ❑ Multi -Family Dwelling (Total Number of Bedrooms ❑ Other (describe) Will there be a basement: ® Yes ❑ No If yes, will there be fixtures in the Basement? ® Yes ❑ No Are any conditions proposed on this construction permit? ❑ Yes ® No If yes, please check or describe all proposed Conditions that apply: ❑ Reduced Water Flow ❑ Limited Occupancy ❑ Intermittent or seasonal use ❑ Temporary use not to exceed 1 year ❑ Other (describe) Water Supply Will the water supply be ❑ Public or ® Private Is the Water supply ❑ Existing or ® Proposed If proposed, is this a replacement well? ❑ Yes ® No Will the old well be abandoned ❑ Yes ❑ No Will any proposed or existing buildings within 50' of the proposed or existing water supply have termite treatment? ❑ Yes ® No Borate termiticide required All Applicants Is this an AOSE/PE application? ® Yes ❑ No If yes, is the AOSE/PE package attached? ® Yes ❑ No In order for VDH to process your application you must attach a site sketch and plat of the property. The site sketch should show your property lines, actual and/or proposed buildings and the desired location ofyour well and/or sewage system, When the site evaluation is conducted the property lines, building location and the proposed well and sewage system sites must be clearly marked and the property sufficiently visible to see the topography, otherwise this application wiII be denied. I give permission to the Virginia Department of Health (VDH) to cuter onto the property described during normal business hours for the purpose of processing this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite Soil Evaluator (AOSE) or a Professional Engineer (PE) as necessary until the sewage disposal system has been constructed and approved. Signature of Owner/Agent Date Page 3 of 5 Soil Summary Report i General Information Date: 4/23/19 Submitted to Albemarle County Health Department Applicant: Steve Canterbury Telephone: (434) 960-5008 Address: P.O. Box 1772, Charlottesville, VA 22902 Owner: PMC Distribution Inc. Address: P.O. Box 684, Keswick, VA 22947 Location: east of Rt. 231, 700' south of Rt. 640 Tax Map: 50-18 Subdivision: Property Size: 2.16 ac. I Section: Lot: B Soil Information Summary 1. Position in landscape satisfactory? Yes ® No ❑ Describe: shoulder 2. Slope 7% 3. Depth to Rock or impervious strata: Max. 48+ Min. 38 4. Depth to seasonal water table (gray mottling or gray color): No ® Yes ❑ Inches 5. Free water present: No ® Yes ❑ range in inches - Yes ® Texture Group I ❑ II El ® IV ❑ 6. Soli percolation rate estimated? No ❑ Estimated rate 65 min/inch 7. Permeability test performed Yes ❑ No If yes, note type of test performed and attach Drainfield to be placed at 20" depth at site designated on plat. Reserve ® Site Approved drainfield is to be placed at 12" depth at site designated on plat and utilizing TL-3 and drip dispersal. ❑ Site Disapproved Reason for Rejection 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 drainfield, and or reserve area 6. ❑ Proposed system too close to well 7. ❑ Other Specify Page 4 of 5 TM 50-18 Parcel B Albemarle County, Virginia Soil Profiles Hole Hrzn Depth in Material Description Tit Grp 1 A 0-2 10 3/3 dark brown Loam 2 B 2-5 10 r6/4 light brown Clay Loam, weak fine SBK 3 BtC 5-38 2.5 /8 red Clay Loam, weak SBK, with common vEg hig!y weathered schist fragments 3 R--T 38 Auger refusal 2 A 0-1 1 3/3 dark brown Loam 2 B 1-6 10 /4 light brown Clay Loam weak fine SBK 3 BtC1 6-36 7.5 5/6 strong brown Clay Loam weak SBK, with common very high!high!y weathered schist fr ents 3 BtC2 36-48 2.5yr5/8 red Clay Loam, weak SBK, with common very highly weathered schist fragments and soft 10 5/8 yellowish brown Silt Loam sa rolite 3 3 04 10 /3 dark brown Loam 2 —Ap B 4-10 10 r6/4 light brown Cla Loam weak fine SBK 3 BtC. 10-48 5yr4/6 yellowish red Clay Loam, weak SBK, with common very highly weathered schist fragments and soft 7.5 /8 reddish yeHow Silt Loam sa rolite 3 4 Ap 0-3 1 3/3 dark brown Loam 2 B 3-8 1 /4 light brown Clay Loam, weak fine SBK 3 BtC 8-42 5 4/6 yellowish red Clay Loam, weak SBK with common very highly weathered schist ents 3 R 42 Firm Design Basis for Primary Drainfield A. Estimated Percolation Rate 65 @ 20 in. B. Effluent loading rate from Table I of 12 VAC 5-613 0.57 gpd/sf C. Number of bedrooms 4 D. Gallons per day (Number of bedrooms X 150 gpd/bedroom) 600 E. Total trench square footage required for drip dispersal (600gpd / 0.57gpd/W), as per 12 VAC 5-613) 1053 Area Calculations for Primary Drainfield A. Length of trench (ft.) B Length of available area (ft.) C. Width of trench (ft.) D. Number of trenches E. Center -to -center spacing (ft.) F. Width required (ft.) G. Width of available area (ft.) H. Total square footage required 1. Square footage in design J. Is a reserve area required? Design Basis for Reserve Drainfield A. Estimated Percolation Rate B. Effluent loading rate from Table 1 of 12 VAC 5-613 C. Gallons per day (Number of bedrooms X 150 gpd/bedroom) Area Calculations for Drip Dispersal Reserve Drainfield A. Length of run (ft.) B Length of available area (A) C. Width of available area (ft.) D. Total footprint required for drip dispersal (600gpd / .27gpd/sf), as per 12 VAC 5-613) E. Square footage provided F. Is a Reserve Area required? 90 90 3 4 9 39 39 1053 1080 Yes, 100% Reserve Area provided 65 @ 12 in. .27 gpd/sf 600 90 90 25 2223 22250 Yes, this is a 100% Reserve Area cv a as G� H 0 J a PROPERTY LINE 25' FROM C OF ROAD N 56013'45" E 711.40' Ilep `. * .0 •.PIPE' FOUND _- -..�0 SET ck��Qti wl0 ow FRON OUND l °� NEW T. M. 50- P. 158 LOT C 2.57RL C. f GO, , Q� ,c'p �O IRON SET- �O. 0 all or IRON FOUND NEW T.M.50-P,19 LOT A 2.58 AC. Y } NEW T.M.`! O— P IS J < z LOT eta • �vt •�'•C • c4p SET • ' �01 �a IRON Qv 4 SET 0, .p PIPE FOUND TM. 50 - P 20A MARY K. E. HOGG D. B. 4541, P 229 D. B. 3301, P. 143 PLAT IRON FOUND BY PIPE T. M. 50 - P. 20 F LINDA C. DICKERS�7IV D.B. 1685, P. 79 D.B.413, P. 131 PLAT AOAc 1001, --b STONE PILE SET AROUND ]RON FOUND T M. 50 - P. 19A CHARLES A. a PHYLLIS M. HOPKINS D.B. 930, P. 293, 295 PLAT PIPE FOUND SCA LE : 1 " = $O' SHEET TWO OF TWO 3268