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Home My WebLink AboutSUB201800136 Assessment - Environmental 2018-12-14Page 1 of 5 OSEIPE Report For: Construction I ❑ I Repair 1 ❑ 1 Voluntary upgrade I ❑ I Certification I ® I Subdivision ❑ I Inspection Property Identification: 911 Address: 3 Miller School Rd. City: Crozet Lot: Section: Subdivision: GPIN or Tax Map #: 56-30 Health Department ID #: Latitude: Longitude: Applicant or Client Mailing Address: Name: Mark MacDonald, Core Real Estate rrj) Street: 600 East Water St., Suite H ✓ �' uUv City: Charlottesville State: VA Zip Code: 22902 Prepared by: OSE Name: William J. "Jefr' 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: 10/23/ 18 Date of Revision 1: OSE/PE Job Number: Date of Revision 2: ContentsAndex of this report e.., Site Evaluation Summary, Soil Profile Deseri tions, Site Sketch, Abbreviated Design. etc. Cover Pau Application Soil Summary Report Soil Profile & Design Calculations Plat with Sani Survey, Well Location, Topography, Boring -Locations - 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 54.1402.A.I 1 1 recommend that a (select one): ❑ Construction Permit, ❑ Certification Letter, ® Subdivision Approval, ❑ Repair Permit, ❑ Voluntary Upgrade be (select one): ®Issued, led PE/OSE Signature: Date: 10/23/18 Page 2 of 5 Commonwealth of Virginia Application for: ® Sewage System ❑ Water Supply VDH Use Only Health Department ID# Due Date: Owner: Wood Phone: - Mailing Address: 811 Ribaut Rd. Beaufort, SC 29902 Phone: - Fax: Agent: Mark MacDonald, Core Real Estate Phone: 434 422-5050 Mailing Address: 600 East Water St., Suite H Charlottesville, VA 22902 Phone: - Fax: Site Address: Email: mark corecAlle.com Directions to Property: east of Rt. 635, 450' south of Rt 250 Subdivision: I Section. Block: Lot: Tax Map: 56-30 Other Property Identification: I I I Dimension/Acreage of Property: 4.605 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 __j ❑ 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 Have or will any buildings within 50' of the proposed well been or be termite treated? ® No ❑ Yes 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 2v—,— Date �� U ` 4F Page 3 of 5 Soil Summary Report General Information Date: 10/3/18 Submitted to Albemarle County Health Department Applicant: Mark MacDonald, Core Real Estate Telephone: ( ) - Address: 600 East Water St., Suite H, Charlottesville, VA 22902 Owner: Wood Address: 811 Ribaut Rd., Beaufort, SC 29902 Location: east of Rt. 635, 450' south of Rt 250 Tax Map: 56-30 Subdivision: Block/Section: Lot: Soil Information Summary 1. Position in landscape satisfactory? Yes ® No ❑ Describe: sideslope 2. Slope 14 % 3. Depth to Rock or impervious strata: Max. in. Min. 60+ in. 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 El II ❑ III ® IV El6. Soil percolation rate estimated? No ❑ Estimated rate 50 min/inch 7. Permeability test performed Yes ❑ No If yes, note type of test performed and attach ® Site Approved Drainfield to be placed at 36" depth at site designated on sketch. ❑ 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 3 Miller School Road Tax Map 56-30 Albemarle County, Virginia Soil Profile Hole Horizon Depth in Material Description Txt Grp I Ap 0-6 10 4/3 brown Sandy Loam 2 Bt 6-26 2.5 5/8 red Clay Loam weak SBK 3 BtC 26-60 Very soft 10 8/1 white, 10 2/1 black Fine Sandy Loam sa rolite 2 2 Ap 04 10 4/3 brown Sandy Loam 2 Bt 4-27 5 5/8 yellowish red Clay Loam weak fine SBK 3 BtC 2742 5yr5/8 yellowish red Clay Loam and very soft 10yr5/8 yellowish brown, 10yr8/1 white Fine Sandy Loam sa rolite 3 C 42-60 Very soft 10 5/8 yellowish brown 10 8/1 white Fine Sandy Loam sa rolite 2 3 Ap 0-2 10 4/3 brown Sandy Loam 2 Bt 2-18 2.5 5/8 red Clay Loam weak SBK 3 BtC 18-24 2.5yr5/8 red Clay Loam and very soft 10yr8/1 white, 10yr2/1 black Fine Sandy Loam sa rolite 3 C 24-60 Very soft 10 8/1 white 10 2/1 black Fine Sandy Loam sa rolite 2 4 Ap 0-4 10 4/3 brown Sandy Loam 2 Bt 441 2.5 5/8 red Clay Loam weak SBK 3 BtC 41-60 Soft 10 5/8 yellowish brown 10 2/1 black Fine Sandy Loam sa rolite 2 Design Basis A. Estimated Percolation Rate 50 @ 3_6" B. Trench bottom square feet required per bedroom 376 C. Number of bedrooms 4 Area Calculations A. Length of trench (ft.) 100 B Length of available area (ft.) 100 C. Width of trench (ft.) 3 D. Number of trenches 6 E. Ccnter-to-center spacing (ft.) 9 F. Width required (ft.) 48 G. Width of available area (ft.) 75 H. Total square footage required 1504 I. Square footage in design 1800 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 50 @ 6 in. .033 gpd/sf 600 A. Length of run (ft.) 100 B Length of available area (ft.) 100 C. Width of available area (ft.) 27 D. Total footprint required for drip dispersal (600gpd / 0.33gpd/sf X 2), as per 12 VAC 5-613) 1819 E. Square footage provided 2700 ROCKFI S'Hal GAP TP I, (US 250) �0 Z POSED 3 o, DRAINFIE \ '�b ', �/— �✓G \D-- ,---,ep Kc_p, \ l/ E„,sIndC.: O • 0 rD^"E SHED 1 i E`f1cr11.6 .,0'OS NAELL�v 1R. NFI' V / \J6i L. S1 -- 1 ,,,5 -PRIP 'EittliPO .• sue �Y I FIE � if • 100' 0' 100' 200' 300' SCALE: 1"=100' : Cil, I \ ti.lca- r �]iS�,1A/ • af 1 II' fgoilltiro ; '1,;0 z, W Ex,SnniG. s f"-- JELL. ...,------7 PI 1 •. rfos.b '3 N ' s p i' 7 100, 0' 100' 200' 300' Naltweammis SCALE: 1"=100' Page 1 of 5 OSE/PE Report For: Construction 1 ❑ Repair I ❑ I Voluntary Upgrade ❑ Certification ® Subdivision ❑ inspection Permit I Permit Permit Letter Aanroyal Report Property Identification: 911 Address: City: Lot: Section: Subdivision: GPIN or Tax Map 4: 56-31 Health Department ID #: Latitude: Longitude: Applicant or Client Mailing Address: Name: Mark MacDonald, Core Real Estatenn r� p Street: 600 East Water St., Suite H hill ll liu 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: 10/23/18 Date of Revision 1: OSE/PE Job Number: Date of Revision 2: Contents/Index of this report e.. Site Evaluation Summary, Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc. Cove_ r Pa e Application Soil Summary Report Soil Profile & Design Calculations Plat with Sanitary Survey, Well Location, Topography -Boring, Locations 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 (12VAC5-613) and all other applicable laws, regulations and policies implemented by the Virginia Department of Health. I further certify that l 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, ❑ Dpnyed PE/OSE Signature: Date: 10/23/18 Page 2 of 5 Commonwealth of Virginia Application for: ® Sewage System ® Water Supply VDH Use Only Health Department ID# Due Date: Owner: Wood Phone: - Mailing Address: 811 Ribaut Rd. Beaufort, SC 29902 Phone: - Fax: Agent: Mark MacDonald Core Real Estate Phone: 434 422-5050 Mailing Address: 600 East Water St., Suite H Charlottesville VA 22902 Phone: - Fax: Site Address: Email: mark@corecville.com Directions to Property: east of Rt. 635, 750' south of Rt 250 Subdivision: I Section: Block: Lot: Tax Map: 56-31 Other Property Identification: Dimension/Acreage of Pro e 4.606 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 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 Have or will any buildings within 50' of the proposed well been or be termite treated? ® No ❑ Yes 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. 0 Signature of Owner/Agent��«`-� �i� Date Page 3 of 5 Soil Summary Report General Information Date: 10/3/18 Submitted to Albemarle County Health Department Applicant: Mark MacDonald, Core Real Estate Telephone: ( ) - Address: 600 East Water St., Suite H, Charlottesville, VA 22902 Owner: Wood Address: 811 Ribaut Rd., Beaufort, SC 29902 Location: east of Rt. 635, 450' south of Rt 250 Tax Map: 56-31 Subdivision: Block/Section: Lot: Soil Information Summary 1. Position in landscape satisfactory? Yes ® No ❑ Describe: sideslope 2. Slope 23 % 3. Depth to Rock or impervious strata: Max. in. Min. 60+ in. 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 ❑ 1I ® III ❑ IV ❑ 6. Soil percolation rate estimated? No ❑ Estimated rate 45 min/inch 7. Permeability test performed Yes ❑ No If yes, note type of test performed and attach ® Site Approved Drainfield to be placed at 36" depth at site designated on sketch. ❑ 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 Miller School Road Tax Map 56-31 Albemarle County, Virginia Soil Profile Hole Horizon Depth in Material Description Txt Grp 1 Ap 0-4 10 4/3 brown Sandy Loam 2 Bt 4-17 2.5 5/8 red Clay Loam weak SBK 3 BtC 17-60 Very soft 10 8/1 white 10 5/8 yellowish brown Fine Sandy Loam sa rolite 2 2 Ap 0-2 10 4/3 brown Sandy Loam 2 Bt 2-15 5yr5/8 yellowish red Clay Loam weak fine SBK 3 C 15-60 Very soft 10 8/1 white, 10 5/8 yellowish brown Fine Sandy Loam sa rolite 2 3 Ap 0-6 10 4/3 brown Sandy Loam 2 Bt 6-28 5yr5/8 yellowish red Clay Loam weak SBK 3 C 28-&0 5yr5/8 yellowish red Clay Loam and very soft 10yr8/1 white, 10yr2/1 black Fine Sandy Loam sa rolite 3 4 A Absent Bt 0-24 5yr5/8 yellowish red Clay Loam weak SBK 3 BtC 24-60 5yr5/8 yellowish red Clay Loam and very soft 10yr8/1 white, 10yr2/1 black Fine Sandy Loam sa rolite 2 Design Basis A. Estimated Percolation Rate B. Trench bottom square feet required per bedroom C. Number of bedrooms Area Calculations 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? 45 @ 36" 344 4 100 100 3 5 10 43 100 1376 1500 Yes, 100% Reserve Area provided &C I mlir, k%ELI- too' o' 100' zoo' 300' SCALE: 1 "=100' F-XIM & V)Ll. 100' 0' 100' 200' 300' SCALE: 1 "=100' Page t of 5 OSE/PE Report For: Construction ❑ Repair ❑ Voluntary Upgrade I ❑ I Certification Property Identification: 911 Address: 5645 Brownsville Rd. City: Crozet Lot: Section: Subdivision: GPIN or Tax Map #: 56-32B Health Department ID #: Latitude: Longitude: Applicant or Client Mailing Address: Name: Mark MacDonald, Core Real Estate • � 11 '1IL: it L'�v Street: 600 East Water St., Suite H 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: 10/23/18 Date of Revision 1: OSE/PE Job Number: Date of Revision 2: Inspection Contents/Index of this report e.., Site Evaluation Summary, Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc. Cover Page Ay ion Soil Summary Report Soil Profile & Design Calculations Plat with Sanitary Survey, Well Location, T000amohvz_Boring Locations Certification Statement I hereby certify that the evaluations and/or designs. contained herein were conducted in accordance with the applicable provisions of the Sewage [dandling 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 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. ❑ 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.1 I I recommend that a (select one): ❑ Construction Permit, ❑ Certification Letter, ® Subdivision Approval, ❑ Repair Permit, ❑ Voluntary Upgrade be (select one): E Issued, ied PE/OSE Signature: Date: 10/231l8 Page 2 of 5 Commonwealth of Virginia Application for: ® Sewage System ❑ Water Supply VDH Use Only Health Department ID# Due Date: Owner: Wood Phone: - Mailing Address: 811 Ribaut Rd. Beaufort, SC 29902 Phone: - Fax: Agent: Mark MacDonald Core Real Estate Phone: 434 422-5050 Mailing Address: 600 East Water St., Suite H Charlottesville, VA 22902 Phone: - Fax: Site Address: Email: mark corecville.com Directions to Property: corner of Rt. 250 and Brownsville Rd. Subdivision: I Section: Block: Lot: Tax Map: 56-32B Other Property Identification: Dimension/Acreage of Property: 4.369 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 3) ❑ 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 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 Have or will any buildings within 50' of the proposed well been or be termite treated? ® No ❑ Yes 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: 4/13/18 Submitted to Albemarle County Health Department Applicant: Mark MacDonald, Core Real Estate Telephone: ( ) - Address: 600 East Water St., Suite H, Charlottesville, VA 22902 Owner: Wood Address: 811 Ribaut Rd., Beaufort, SC 29902 Location: corner of Rt. 250 and Brownsville Rd. Tax Map: 56-323 Subdivision: Block/Section: Lot: Soil Information Summary 1. Position in landscape satisfactory? Yes ® No ❑ Describe: shoulder 2. Slope 3 % 3. Depth to Rock or impervious strata: Max. in. Min. 72+ in. 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 1 ❑ II El III ® IV El6. Soil percolation rate estimated? No ❑ Estimated rate 50 min/inch 7. Permeability test performed Yes ❑ No If yes, note type of test performed and attach ® Site Approved Drainfield to be placed at 54" depth at site designated on sketch. ❑ 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 5645 Brownsville Road Tax Map 56-32B Albemarle County, Virginia Snil Prnfile Hole Horizon Depth in Material Description Txt Grp 1 A Absent Btl 0-12 5 5/6 yellowish red Clay Loam weak SBK 3 Bt2 1242 2.5 5/8 red Clay Loam weak SBK 3 C T42-727 Soft 10 5/8 yellowish brown 10 8/1 white Fine Sandy Loam sa rolite 2 2 Ap 0-7 10 r4/3 dark brown Sandy Loam 2 Btl 7-13 5 5/6 yellowish red Clay Loam weak SBK 3 13t2 13-54 2.5 5/8 red Clay Loam weak SBK 3 C 54-72 Soft 10 5/8 yellowish brown 10 8/1 white Fine Sandy Loam sa rolite 2 3 Ap 0-10 10 3/3 dark brown Loam 2 Bt 10-50 2.5 5/8 red Clay Loam weak SBK 3 BtC 7-60 Soft 10 5/8 yellowish brown 1Q 2/1 black Fine Sandy Loam sa rolite 2 Design Basis A. Estimated Percolation Rate B. Trench bottom square feet required per bedroom C. Number of bedrooms Area Calculations 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? 50 @ 54" 376 3 80 80 to I00 3 5 9 39 70 1128 1200 Yes, this is a Reserve Area for the existing house and existing drainfield F.iuSn.J6 vAu 100' 0' 100' 200' 300' SCALE: 1 "=100' Fausn..r� • 100' 0' 100' 200' S00' SCALE: 1 "=100' (VARIABLE PUBLIC RIW) TMP 56-32D N/F 250W CORNER LLC D.B. 4279 PG. 377 TMP 56-32B •� 1.720 AC. EXISTING ,ENTRANCE 1 STORY FRAME DWELLING W/BASEMENT r SHED TMP 56-31 4.187 AC. I N88' fOVE \ �O 100.60' EXISTING 7* �O ENTRANCE�Z� -� 1 STORY FRAME DWELLING W/BASEMENT #5645 FRAME G AGE FRAME SHED i313 FRAME SHED 4 O TMP 56-30 St" I 7.673 AC. N z PF BENT COUNTY DESIGNATED STEEP SLOPE OVERLAY (CRITICAL SLOPE) TYP (LOCATION PER ALBEMARLE COUNTY DIGITAL FILES) C �J 115.73' IF BENTJ7 • PF i I TMP 56-29 N/F DAVID L OR ANN B SANDRIDGE D.B. 771 PG. 184 / / PF `� TMP 56-26F3 N/F DONNA PERKINS D.B. 5061 PG. 534 ROCKFISH CAP TPKE (US 250) (VARIABLE PUBLIC R/W) WQ NW46'40'E 186 TMP 56-32D N/F 250W CORNER LLC D.B. 4279 PG. 377 TMP 56-s2B 1.720 AC. 0T� EMSTING ,ENTRANCE 1 STORY FRAME DWELLING W/8ASEMENT 15 r` SHED TMP 56-31 4.187 AC. n i N h 5 1 TMP 56-30A hh N/F KEMN M WOOD 1 D.B. 2915 PG. 543 , h /, 1 , 1 // COUNTY OVERLA` TYP (LO COUNTY Curve Table Length Radfus Delta Tangent Chard Chord Bearing 78.68' 1202.59' 3'44'56' 39.36' 78.67' S 39'21'33' E 89.97' 1023.24' 5'02'160 *.01' 89.94' S 434609" E l8'S ''062 'E 100.60' .o \ O� EXISTING ENTRANCE-/�� IF ®19.84 ?RY FRAMEPW.ELUNG ISEMENT 5 FRAME G AGE FRAME SHED WP 56-80 7.673 AC. PF BENT GNATED STEEP SLOPE 'ITICAL SLOPE) )N PER ALBEMARLE "AL FILES) IF BENT PF I TMP 56-29 N/F DAMD L OR ANN B SANDRIDGE I D.B. 771 PG. 184 l , , , PF TMP 56-26F3 N/F DONNA PERKINS D.B. 5061 PG. 534 TH pk H d A '- 6 6 O z z CDP 2 W R3 U � a rUn A O U Q! W a O z '- m P co � E-+ z Lo p U E- z� c� Ln A zLO c1 w f W WA aF- i i 100' 0' 100' 200' 300' SCALE: 1 "=100' KRIST . WINTERS a a 492 .li a n 91 ffl q