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Home My WebLink AboutSUB202200099 Assessment - Environmental 2022-06-16S� OF 1Lg o rii�r County of Albemarle COMMUNITY DEVELOPMENT DEPARTMENT Memorandum Ben Holt Senior Planner, Community Development bholt(a)albemarle.org 6/16/2022 TO: Josh Kirtley and Travis Davis Virginia Department of Health 1138 Rose Hill Drive Charlottesville, VA 22906 RE: SUB202200099 Tabletop Mountain LLC - Division Dear Josh and Travis: 401 McIntire Road, North Wing Charlottesville, VA 22902-4579 Telephone:434-296-5832 W W W.ALBEMARLE.ORG The County of Albemarle has received an application for a Rural Subdivision of TMP 7-59F. This project requires Health Department approval before receiving final County approval. The applicant has provided soils information for the proposed lot as shown on the plat, which is attached. Please review the proposal for suitable subsurface drainfields which comply with the provisions of Chapter 18, Sections 4.2.2, 4.2.3, 4.2.4, and Chapter 14, Sections 14-309 and 14-310 of the Albemarle County Code. Should you have any comments please feel free to contact me. Sincerely, Ben Holt Planner Department of Community Development Phone: (434) 296-5832 ext. 3443 Page 1 of 6 OSEME Report For: Construction I❑ Repair ❑ Voluntary Upgrade I ❑ I Certification Property Identification: 911 Address: 7478 Boonesvine Road City: Dyke Lot: Fl Section: _ Subdivision: Table Top Mountain GPIN or Tax Map #: 7-59F Health Department ID #: Latitude: _ Longitude: or Name: Mark Lyons, Tabletop Mountain, LLC Street: P.O. Box 331 City: Free Union State: VA Zip Code: 22940 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: 6/1322 Date of Revision 1: _ OSE/PE Job Number: Date of Revision 2: 1. Cover Paee _ 2. Application _ 3. Soil Summary Report _ 4. Soil Profile & Design Calculations _ 5. Plat with Sanitary Survev. Well Location. Tonogmphv. Boring Locations 6. Plat 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, ❑ Repair Permit, ❑ Voluntary Upgrade be (select one): ® Issued, P&ed PE/OSE Signature: Date: 6/13/22 Page 2 of 6 Commonwealth of Virginia Application for. ® Sewage System ® Water Supply VDH Use HalthDeOnly partment IN Due Date: Owner: Mark L ons Tabletop Mountain, LLC Phone: 434 249-0565 Mailing Address: P.O. Box 33I Free Union, VA 22940 Phone: Fax: Agent: Phone: Mailing Address: Phone: Fax: Site Address: Email: mlymsivy@gmail.com Directions to Property: north of Rt. 810, 0.3 mile north of Rt. 601 Subdivision: I Tableto Mountain Section: Block: Lot: I Fl Tax Map: 7-59F Other Property Identification: Dimension/Acreage of Pro 7.60 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 J ❑ 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 Will the water supply be ❑ Public or ® Private If proposed, is this a replacement well? ❑ Yes ® No Is the Water supply ❑ Existing or ® Proposed Will the old well be abandoned ❑ Yes ❑ No Will any buildings within 50' of the well be termite treated? ❑ No ® Yes, then borate -bused termiticide must be used. 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 (VDM 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. 6/13/2022 Signature of Owner/Agent Date Page 3 of 6 Soil Summary Report General Information Date: 9/11/21 Submitted to Albemarle County Health Department Applicant: Mark Lyons, Tabletop Mountain, LLC Telephone: (434) 249-0565 Address: P.O. Box 331, Free Union, VA 22940 Owner: same Address: same Location: Tabletop Mountain Rd. Tax Map: 7-59F Subdivision: Tabletop Mountain Block/Section: Lot: Fl Soil Information Summary 1. Position in landscape satisfactory? Yes ® No ❑ Describe: shoulder 2. Slope 12 % 3. Depth to Rock or impervious strata: Max. 24+ in. Min. 20 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 El HI ElIV 6. Soil percolation rate estimated? No ❑ Estimated rate 95 min/inch 7. Permeability test performed Yes ❑ No If yes, note type of test performed and attach Reserve drainfield to be placed at 3" depth at site designated on plat, and ® would require TL-3 effluent, or better, and pressurized distribution. Site Approved Pretreatment unit must be able to process 450 gpd or better, such as the AquaSafe AS-500. ❑ 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. ❑ hisufficient area of acceptable soil for required drainfield, and or reserve area 6. ❑ Proposed system too close to well 7. ❑ Other Specify Page 4 of 6 Tabletop Mountain Lot Fl Tax Map 7-59F, Albemarle County, Virginia Soil Profile Boring Horiz on Depth in Material Description Tat Grp 1 Ap 0-7 1 3/3 dark brown Loam 2 Btl 7-15 5 /6 yellowish red Clay Loam, weak fine SBK 3 Bt2 15-22 fragments, 1 4/8 red, 7.5 /6 strong brown, 7.5 /2 brown Sandy Clay Loam 3 R 22 Quartz 2 Ap 0-6 1 3/3 dark brown Loam 2 B 6-14 7.5 5/4 brown ClayLoam weak fine granular 3 Bt 14-20 5 /8 yellowish red Clay Loam, weak fine SBY, with common quartz fragments 3 R 20 Quartz 3 Ap 0-8 1 3/3 dark brown Loam 2 Bt 8-24 5 5/8 ellowish red ClayLoam, weak fine SBK 3 There is an existing drainfield in Dlace Design Basis for Reserve Area A. Estimated Percolation Rate 95 @ 3 in. B. Effluent loading rate from Table 1 of 12 VAC 5-613 0.17 gpd/sf C. Gallons per day (Number of bedrooms X 150 gpd/bedroom) 450 Area Calculations for Drip Dispersal Reserve Area A. Length of run (ft.) 106 B Length of available area (ft.) 106+ C. Width of available area (R) 25 D. Total footprint required for drip dispersal (450gpd / 0.17gpd/sl) 2648 E. Square footage provided 2650 N20 •00 ' 00"W 140.00' N31034'23"E 173.724 3 034 ' 57 " E 52.52' 0300 "E0 AMEA ` 76.18 FLAG°-� FLAG IS AT GA 17. Qe ` IS �� (� 63. 82 , �oos� A Al 33, _ •` /.. a It L2 IS L 1 IS IS IS /.. CIS /.. L4 IS F.'.' L5 T. M. 7-59G IS L6 4.68 ACRES TABLETOP MOUNTAIN IS �j INST.#202200003127 IS IS - c D.B.5534-142 IS LL PL North 3976065 P �9 EXISTING Eases 1456916 � ' ' '. DRAAREAELD FLAGAIRFLAG \ \.' IS `� T ; RUSSELL �� MARGAF FLAGo�/ FLAG 3O ��`; O D • B • 462 S AT-/ FLAG 1 �/ FLAG . 00 ' Z t PROPOSED 0. TP �-' m SEPTIC �2v�\ cS, ZDAAAREAELD� N FLAG FLAG S E=825.3 LO LOT F1 \ 7,60 ACRES p 11�p IS •A 24" pF \ DOUBLE N 15 °00,0011W P RED 14 - 26 W 311.05 nAV S84 -7A " IS GRAPHIC SCALE 1'=200' 0 200 400 T.M.7-59E N22'00'00 TABLETOP MOUNTAIN LLC 165.00' INST.f202200003127 PLAT 0.8.5534-142 N54'00'00 184,30' FENCE CORNER P IS AT 2.00' LOT F2 2.82 ACRES 18' IS AT 17.00 i.82' e1 T. M. 7-59G 4.6B ACRES TABLETOP MOUNTAIN LLC INSTd202200003127 PLAT D.B.5534-142 LOT Ft 7.60 ACRES 311. 05 OAK SB4 14'21i"M 122.71 N06'19 309. NEW 30'& T. N. 7-59C VARIABLE WIDTH LICK MOUNTAIN, LLC INST.a202200005745 PLAT PRIVATE INST.02022000D3127 PLAT STREET ESMT. D.B.5417-338 0.0.364-4 PLAT STATE ROUTE 810 BOONESVILLE ROAD (30'PRESCRIPTIVE EASEMENT) T. M. 7-51 DELMAS SHIFFLETT 6 OPAL S.SHIFFLETT D.B.2498-37 D.B.1494-454 PLAT D-B.1487-477 D.B.1359-567 LEGEtO: age i —x— FENCE a IS IRON SET — 0 OVERHEAD UTILITY LINE P POLE a ' PF PIPE FOUND �f TP TELEPHONE PEDESTAL C:-:.-J NEW 30'6 VARIABLE NIOTH PRIVATE STREET EASEMENT ao z 0 a T. M. 7-56A REBECCA SANORIOGE D.B.5542-104 D.B.611-572 PLAT 1.56'OB'E T.M,7-59A 116.07' BERLIN B.FUNK,UR. & THOMAS J.SHIFFLETT. 00'07'45'E LIFE ESTATE 77.01' D.B-4888-279 D.B.2024-72 502'52'00"E D.B.452-634 PLAT 42. 75' D.B.442-271 PLAT B06 99'59'W D.B.338-455 DESC. 197.29' GRAVEL ROAD (TABLETOP MOUNTAIN ROAD) ( T. M. 7-22 ' METHODIST EPISCOPAL. CHURCH SOUTH I5 �— O.B.46-13 DESC. I S70'12'46'N 33.98' 570'12'46'M 45.50' T.M.7-54 GENTRY METHODIST CHURCH AND/OR SCHOOL TRUSTEES FOR THE WHITE HALL DISTRICT D.B.249B-37 081494-454 PLAT D.. B.. 100-375 DESC. SCALE: 1" = 200' DATE: MAY 17, 2022 no] SHEET 2 OF 2 14857H[ Page 1 of 6 OSE/PE Report For: Construction 10 1 Repair Voluntary Upgrade I ❑ I Certification Property Identification: 911 Address: 7480 Boonesville Road City: Dyke Lot: F2 Section: Subdivision: Table Top Moutrtain GPIN or Tax Map #: 7-59F Health Department ID #: Latitude: _ Longitude: Applicant or Client Mailing Address: Name: Mark Lyons, Tabletop Mountain, LLC Street: P.O. Box 331 City: Free Union State: VA Zip Code: 22940 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: 6/13/22 Date of Revision 1: OSE/PE Job Number: Date of Revision 2: Content-Andex of this report e.., Site Evaluation Samma , Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc. 1. Cover Pace _ 2. Application _ 3. Soil Summary Report _ 4. Soil Profile & Design Calculations _ S. Plat with Sanitary Survey, Well Location, Topography, Boring _ Locations 6. Plat Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the applicable provisions of the Sewage Handling and Disposal Regulations (12 VACS-610), the Private Well Regulations (12 VACS-630), the Regulations for Alternative Onsite Sewage Systems (12VAC5-613) and all other applicable laws, regulations and policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required by the laws and regulations of the 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 Permit, ❑ Certification Letter, ® Subdivision Approval, ❑ Repair Permit, ❑ Voluntary Upgrade be (select one): ® Issued, ❑ D ed PE/OSE Signature: /Q Date: 6/13/22 Page 2 of 6 Commonwealth of Virginia Application for. ® Sewage System ® Water Supply He th se Only Department ID# Due Date: Owner: Mark L ons, Tabletop Mountain, LLC Phone: 434 249-0565 Mailing Address: P.O. Box 331 Free Union, VA 22940 Phone: Fax: Agent: Phone: Mailing Address: Phone: Fax: Site Address: Email: I m1 onsi .com Directions to Property: north of Rt. 810, 0.3 mile north of Itt. 601 Subdivision: I Tabletop Mountain I Section: Block: Lot: F2 Tax Map: 7-59F Other Property Identification: Dimension/Acreage 1 of Pro 2.82 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) Will the water supply be ❑ Public or ® Private If proposed, is this a replacement well? ❑ Yes ® No Water Supply Is the Water supply ❑ Existing or ® Proposed Will the old well be abandoned ❑ Yes ❑ No Will any buildings within 50' of the well be termite treated? ❑ No ® Yes, then borate -based termiticide must be used. 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 most attach a site sketch and plat of the properly. 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 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 bas been constructed and approved. Signature of Owner/Agent �� Date 6/13/2022 Page 3 of 6 Soil Summary Report General Information Date: 8/11/21 Submitted to Albemarle County Health Department Applicant: Mark Lyons, Tabletop Mountain, LLC Telephone: (434) 249-0565 Address: P.O. Box 331, Free Union, VA 22940 Owner: same Address: same Location: Tabletop Mountain Rd - Tax Map: 7-59F Block/Section: Subdivision: Tabletop Mountain Lot: F2 Soil Information Summary 1. Position in landscape satisfactory? Yes ® No ❑ Describe: shoulder 2. Slope 12 % 3. Depth to Rock or impervious strata: Max. 24+ in. Min. 20 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 ElII ❑ III El IV ❑ 6. Soil percolation rate estimated? No ❑ Estimated rate 75 min/inch 7. Permeability test performed Yes ❑ No If yes, note type of test performed and attach Reserve drainfield to be placed at 8" depth at site designated on plat, a ® Site Approved would require TL-3 effluent, or better, and pressurized distribution. Pretreatment unit must be able to process 450 gpd or better, such as the AquaSafe AS-500. ❑ 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 Page 4 of 6 Tabletop Mountain Lot F2 Tax Map 7-59F, Albemarle County, Virginia Soil Profile Boring Horiz on Depth in Material Description Txt Grp 1 Ap 0-8 1 3/3 dark brown Loam 2 Bt 8-12 5yr5/8 yellowish red Cla Loam weak fine SBK 3 BtC 12-20 5yr5/8 yellowish red Clay Loam with soft 10yr8/l white, 10yr2/1 black Sandy Loam saprolite 3 R 20 Auger refusal 2 A 0-6 1 3/3 dark brown Loam 2 Bt 6-11 5 /8 yellowish red Clay Loam weak fine SBK 3 BtC 11-24 5yr5/8 yellowish red Clay Loam with soft 10yr8/1 white, 10yr2/1 black Sandy Loam saprolite 3 3 A 0-7 1 3/3 dark brown Loam 2 Bt 7-24 5 /8 yellowish red Cla Loam, weak fine SBK 3 There is an existing drainfield in Mace. Design Basis for Reserve Area 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 Area A. Length of run (ft.) B Length of available area (ft.) C. Width of available area (ft.) D. Total footprint required for drip dispersal (450gpd / 0.24gpd/sf) E. Square footage provided 75 @ 8 in. 0.24 gpd/sf 450 75 75 50 1875 3750 Page 5 of 6 North 3976774 East 11456733IS 22 °00' 00"E 165.00' N60 ON -� ` ` % ` �kx0 VV (\V"J U, PROPOSED SEPTIC A, DRAINFIELD(P,EsEzvE) AREA IS FLAG' 000100"W 76. 40.00' IS 6: 4'23"E r .72 L 711E IS IS L4 is I.... L5 IS L6 IS IS FLAG FLAG \ EXISTING FLAG DRAINFIEL AREA 18 ' FLAG s-� FLAG 7 � - . 82 ' )Fob Is L1 IS IS D ` S A T Q. .00' 18a aA' 3? Sao p1•Al 2 T.M.7-59G 4.68 ACRES TABLETOP MOUNTAI INST.#202200003127 I S .x, E�CI D . B . 5534-142 IS L04 2,82 N LLC PLAT • . . North 3976065 P East 11456916 EXISTING �..'.'. DRAINFIELD -,- is AREA FLAG ryN FLAG �- LiEu FLAGo6, L FLAG Us T.M.7-5� RUSSELL D. MC MARGARET L.N Ir '\ D . B . 462,-632, 6: T. M. 7-59E TABLETOP MOUNTAIN LLC INST.4202200003127 PLAT O.B.5534-142 NOB'34' 52.5' IS GRAPHIC SCALE 1'=200' LEGEND: age —x— FENCE a 0 200 400 N IS IRON SET OVERHEAD UTILITY LINE a P POLE PF PIPE FOUND TP TELEPHONE PEDESTAL F.-.'7I NEW 30'0 VARIABLE WIDTH r F_'_3 PRIVATE STREET EASEMENT ¢o 0 .00 N 24' DOUBLE RED - OAK LOT F2 2.82 ACRES 18' IS 17. T. M. 7-59D 4.58 ACRES TABLETOP MOUNTAIN LLC INST. M2200003127 PLAT D.B.5534-142 LOT FS ss 7.60 ACRES NEW 30'B T. M. 7-59C VARIABLE WIDTH LICK MOUNTAIN, LLC INST./202200005746 PLAT PRIVATE INST.0202200003127 PLAT STREET ESMT. D.B.5417-338 D.B.384-4 PLAT STATE ROUTE 810 BOONESVILLE ROAD 130'PRESCRIPTIVE EASEMENT) D. T.M.7-55A REBECCA SANDRIDGE D.B.5542-104 0.8.611-572 PLAT 'E T.M.7-59A BERLIN B.FUNK.JR. G THOMAS J.SHIFFLETT. LIFE ESTATE D.B.4B88-279 D.B.2024-72 D.B.452-634 PLAT ❑.B.442-271 PLAT D.B.335-455 DESC. GRAVEL ROAD (TABLETOP MOUNTAIN ROAD) t METHODIST EPISCOPAL CHURCH SOUTH IS ' �--O.B.46-13 DESC. ' 570'12'46'N 33.98' ' S70'12'46'X 45.50 T. M.7-54 GENTRY METHODIST CHURCH AND/OR SCHOOL TRUSTEES FOR THE WHITE HALL DISTRICT D.B.249B-37 0.B. 1494-A54 PLAT 0. B.100-375 DESC. T. M. 7-51 OELMAS SHIFFLETT 6 OPAL S.SHIFFLETT 0.B.2498-37 0.8.1494-464 PLAT D.B.1487-477 D. B.1359-567 SCALE: i" = 200' DATE: MAY 17, 2022 of 6 SHEET 2 OF 2 14857HI