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Home My WebLink AboutSUB202200139 Assessment - Groundwater 2022-09-21�,t OF ALg County of Albemarle COMMUNITY DEVELOPMENT DEPARTMENT )S` ��BGIN�Q' Memorandum Ben Holt Senior Planner, Community Development bholt(a)albemarle.org 9/21/2022 TO: Josh Kirtley and Travis Davis Virginia Department of Health 1138 Rose Hill Drive Charlottesville, VA 22906 RE: SUB202200139 Tabletop Mountain LLC —Division, TMP 7-59E lots El, E2 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 application for a Rural Subdivision for TMP 7-59E. 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 proposed plat. 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 OSE/PE Report For: Construction Identification: 911 Address: tbd Boonesville Rd. City: Dyke Lot: El Section: Subdivision: Tabletop Mountain GPIN or Tax Map #: 7-59E Health Department ID #: Latitude: _ Longitude: 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. "JeffLoth, 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: 8/24/22 Date of Revision1: _ OSE/PE Job Number: Date of Revision 2: Contents/Index of this report e.., Site Evaluation Stumnarv, Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc. 1. Cover Page 2. Application 3. Soil Summary Retort 4. Soil Profile & Design Calculations _ 5. 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 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 ofthe 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, E Subdivision Approval, ❑ Repair Permit, ❑ Voluntary Upgrade be (select one): ®Issued, enied PE/OSE Signature: ,Q Date: 8/24/22 Page 2 of 6 • Commonwealth of Virginia Application for. ® Sewage System ® Water Supply VDH Use Only Health DepartmentID# Due Date: Owner: Mark Lyons, 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: ml onsi ail.com Directions to Property: north of Rt 810, 0.3 mile north of Rt 601 Subdivision: I Tableto Mountain Section: Block: I Lot: LE1 Tax Map: 7-59E Other Property Identification: I Dimension/Acreage of Prottertv- 24.11 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? M 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 most be used. All Applicants Is this an AOSEtPE application? 2 Yes ❑ No If yes, is the AOSE/PE package attached? 2 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 most 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 daring 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 will the sewage disposal system has been constructed and approved. 8124/22 Page 3 of 6 Soil Summary Report General Information Date: 7115121 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: north of Rt. 810, 0.3 mile north of Rt. 601 Tax Map: 7-59E Subdivision: Tabletop Mountain Block/Section: Lot: El Soil Information Summary 1. Position in landscape satisfactory? Yes ® No ❑ Describe: sideslope 2. Slope 20 % 3. Depth to Rock or impervious strata: Max. in. 4. Depth to seasonal water table (gray mottling or gray color): Min. 60 in. (42" in Reserve Area) No ® Yes ❑ Inches 5. Free water present: No ® Yes ❑ range in inches Yes ® Texture Group I ❑ II ❑ III ® IV ❑ 6. Soil percolation rate estimated? No ❑ Estimated rate 55 min/inch 7. Permeability test performed Yes ❑ No If yes, note type of test performed and attach Drainfield to be placed at 36" depth at site designated on plat ® Site Approved Reserve drainfield would require TL-3 effluent, or better, with installation at 30". Pretreatment unit must be able to process 600 gpd or better, such as the AquaSafe AS-600. ❑ 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 El Tax Map 7-59E, Albemarle County, Virginia Sail Profile Hole Horiz on Depth in Material Description Tit Grp 1 Ap 0-3 1 3/3 dark brown Loam 2 B 3-9 7.5 5/4 brown Sandy Clay Loam weak fine granular 2 BtC 9-60 2.5yr5/8 red Clay Loam, weak fine SBK, with common very soft 10yr5/8 yellowish brown, 7.5 /8 reddish yellow Sandy Loam sa rolite 3 2 Ap 0-2 10 3/3 dark brown Loam 2 B 2-10 7.5 5/4 brown Sandy Clay Loam weak fine granular 2 BtC 10-60 2.5yr5/8 red Clay Loam, weak fine SB& with common very soft 10yr5/8 yellowish brown, 7.5 8 reddish vallow Sandy Loam sa olite 3 3 A 0-3 1 3/3 dark brown Loam 2 B 3-10 7.5 5/4 brown S Clay Loam, weak fine granular 2 BtC 10-60 2.5yr5/8 red Clay Loam, weak fine SBK, with common very soft 10yr5/8 yellowish brown, 7.5 6/8 reddish yellow Sandy Loam sa rolite 3 4 0-1 1 3/3 dark brown Loam 2 RSV 1-7 7.5 5/4 brown San Cla Loam weak fine ular jAv 7-42 2.5yr5/8 red Clay Loam, weak fine SBK, with common very soft 10yr5/8 yellowish brown,7.5 6/8 reddish ellow SanLoam sa rolite 42 Auger refusal Design Basis for Primary Drainfield A. Estimated Percolation Rate 55 @ 36 in. B. Trench bottom square footage required per bedroom 412 C. Number of bedrooms 4 Area Calculations for Primary Drainfield 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. Center -to -center spacing (ft.) 10 F. Width required (ft.) 53 G. Width of available area (ft.) 70 H. Total square footage required 1648 I. Square footage in design 1800 Design Basis for Reserve Area A. Estimated Percolation Rate 55 @ 30 in. B. Effluent loading rate from Table 1 of 12 VAC 5-613 0.71 gpd/sf C. Gallons per day (Number of bedrooms X 150 gpd/bedroom) 600 Area Calculations for Reserve Area A. Length of trench (ft.) 100 B Length of available area (ft.) 100 C. Width of trench (ft.) 3 D. Number of trenches 3 E. Center -to -center spacing (ft.) 10 F. Width required (ft.) 23 G. Width of available area (ft.) 55 H. Total square footage required (600gpd / 0.71gpd/sf) 846 L Square footage in design 900 I M M 00*98 W H ,t79*99I T 00 N W W Uxaj Page 5 of N W W ,09, ,t,9'080I 7._+,c ACC TAkT Page 6 of 6 1� m 1RaxFomm a Is zsow �aPwpvm[rF>.o'rE P POLE IF MEFO1 TP l]].EPHONEPmx4TM TM]-53 NICEAELEGARREM ws.ln-ts9 ILE.32R5-515 PLAT TM]-56C D8153611 %HOeeADESICBWIP[ D D89T?9)-Mu %1DHC APm➢x LGCfT2pN 64G ARAEmcxsw¢n' ➢.R.299 D.x&1-]891)E4C. RAID ^fTM� 6g15D pry \5 �i '110.527P]PIA1' P w MTE No.13'46'E Im.47 MpR� BTgP 'h5F4, B(wpe FFNOF ±� 111MORY LOT E2 STR" �ST�126 GRAYFLROAD RABIENPNON4DANxpAD� 73.ACRES g a a � e .� WA Page T IsIMM 333T F TASLBN➢6tOWlIAWLCC ES6 k IF 8 E H 631.63' &3 H2 1P ➢85339142 s PAt 13 Fn0 _ HB ID] H6 IS y LOT 1 ws TM744 .y 24.11 A RES D826I2-291'p1kUMFZ AT g}2 mo-ovwu NEW 30'PRNATE z39.M' STREET EASEMENT Hl m HOH] PYNCE a� HS 13M CGarvmmv Is H5 6AT 3.w TM15W M4 WTM .� 3 TAe1HDFMDONfAQl11C N INSLk m Da5l3 H2 Y y M 5v V66 ^ E21 : EE WDA3E \�1 5 mpcTIONJ E19 0 E]B LONGCENTERI3NEOF q T.M]b0 LOTC MI M6 AM3 ..LFA.4Hffi.T FARING DISTANCE 31CKmO ARI= Q`SI'.%EOROOP05MPIAT S10 4 IS M3°090tl93 °mw8 MIS D.H541]-M E12 g10 13896 90194 3196 IS NM.484" I,1 IS305R9'S9"W ° TE 548EIS (POE,fIMG 25).9T E9 g) RMYE 46.5E TMT,60 ,DyRjf %nn 'M'03•W 166.30 49.f3 IMB S 6 IICBHONRAE9,LLC 90 R9�.ASOE20W PHUT WET.# TIONw )0.14' —wl�11- 2^.02 pB.NI]A3f 1MD2 Y \\ EXRIDt 1Q 670,ffi 363°4601"wb.]P - STATE ROUTE 810 eom'usmvxnoao (30'PRHCRBDVE PASFh®iP) TN]d] OHd1ASS1RDLET1'9 OP I)AMAT281'I D4 M P D.xX94974V DMAIS8 TE DB t359-56) HEALTH DEPARTMENT COPY NOT FOR RECORDATION 12N6 I DO.TA I AADNS 1 LA C9D" L®A➢BH9RIYO C] OR4P' 2' IM0 6.91 1.46 1 66a 52'M'W C21 T32'3Y I 1fi66.31 11 4L32 1 ..0 I 3651111W —r �r � II IPIIII Cl 1lF I -.'iY i' "K, ADn 1010 Page 1 of 6 OSETE Report For: Voluntary Upgrade 1 ❑ 1 Certification Property Identification: 911 Address: tbd Boonesville Rd. City: Dyke Lot E2 Section: Subdivision: Tabletop Mountain GPIN or Tax Map #: 7-59E Health Department 1D #: 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: 8124/22 Date of Revision 1: OSE/PE Job Number: Date of Revision 2: Contents/Index or this report e.., Site Evaluation Summarry. Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc. 1. Cover Page _ 2. Application _ 3. Soil SggugM Report 4. Soil Profile & Design Calculations 5 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 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.11 I recommend that a (select one): ❑ Construction Permit, ❑ Certification Letter, E Subdivision Approval, ❑ Repair Permit, ❑ Voluntary Upgrade be (select one): E Issued, ❑ Denied PE/OSE Signature: �� Date: 8/24/22 Page 2 of 6 Commonwealth of Virginia Application for: ® Sewage System ® Water Supply VDH Use Only Health DepartmentlD# 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: miyonsivy@,gmafl.com Directions to Property: north of Rt. 810, 0.3 mile north of Rt. 601 Subdivision: I Tabletop Mountain I Section: Block Lot: E2 Tax Map: 7-59E Other Property Identification: Dimension/Acreage of Pro 23.27 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 Will the water supply be ❑ Public or ® Private If proposed, is Us areplacement 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 -based termititide must be used. All Applicants Is this an AOSE/PE application? ® Yes ❑ No If yes, is the AOSEIPE 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. l give permission to the Virginia Department of Health (VDM to enter onto the property described durina normal business hours for the purpose of processing this application and to perform quality assurance cbecks 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. wya�8/24/22 Signature of Owner/Agent Aw, Date Page 3 of 6 Soil Summary Report General Information Date: 7/15/21 Submitted to Albemarle Countv 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: north of Rt. 810, 0.3 mile north of Rt. 601 Tax Map: 7-59E Subdivision: Tabletop Mountain Block/Section: Lot: E2 Soil Information Summary 1. Position in landscape satisfactory? Yes ® No ❑ Describe: sideslope 2. Slope 24 (max) % 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 ❑ II ® III ❑ IV ❑ 6. Soil percolation rate estimated? No ❑ Estimated rate 40 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 plat. ❑ 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 E2 Tax Map 7-59E, Albemarle County, Virginia Soil ProSle Hole Horiz on Depth in Material Description Txt Grp 1 Ap 0-1 1 3/3darkbrownLoam 2 B 1-6 7.5 /4 brown Sandy Clay Loam weak gramilar 2 CB 6-60 Very soft IOyr8/1 white Sandy Loam saprolite and 2.5yr5/8 red Sandy Clay Loam (weak fine SBK 2 2 A 0-2 1 3/3 dark brown Loam 2 B 2-6 7.5 5/4 brown Sandy Clay Loam weals granular 2 CB 6-60 Very soft 10yr8/1 white Sandy Loam saprolite and 2.5yr5/8 red Sandy Clay Loam (weak fine SBK 2 3 A 0-2 1 3/3darkbrownLoam 2 B 2-10 7.5 5/4 brown Sandy Clay Loam, weak granular 2 CB 10-60 Very soft I Oyr8/I white Sandy Loam saprolite and 2.5yr5/8 red Sandy Clay Loam (weak fine SBK 2 Design Basis A. Estimated Percolation Rate B. Trench bottom square footage 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 I. Square footage in design J. Is a Reserve Area required? 40 @ 36 in. 314 4 100 100 3 5 10 43 125 1256 1500 Yes, a 100% Reserve Area is provided 85.00' j 1 Con 1012 1008 1p04 9900 6 992 RP Page 5 of 6 . Wri Page 6 of 6 —PF m Q' BLLai FDUNO IS ,BON 3EI —�FLRFSPAD BI BSIY IA'B P POM PF MEFD@ TP )H.BPBONBP®64 TM)J8 WCHAFLE0AHB M wain-150 D8M5115I T T.H.736C DB.1536.31P T D8.W45 APPAOX 0 60 ID105MDP3UC5391FT A8ABP1C8 .., D8397-361DHC. LOCAI30N yM p1H0 j50(( �rt D8,199M D3310.5271L DAO-289DE4C. POND r V mm N61°13'W°8 30VAT M '6PP `Y SrR P �Rta,T FH1CB -I9� 5� IOD "3Tj� S1P I f 1 4l 411 LOT E2 J�� D F'.Fh NTPCAM (Y(AVH.0.0hD J ;' lll— 23.27 ACRES Rne6aron aamvmAN aonD) MEI � TMLS9P IATFI TAHIPIDP NOONLNiIIC Bi6r# D8.SS34142 24.11 ACRE9 04 >b M x)6 H3 M D81P/2.3ll gF. �% ._„ten° neon-z9z3TMDz95 P1Ar = Hz sl9waa6^B NEW 30'PRiVATE z39.u' \ STREET EASEMENT H1 � az9 s39� PBNDE a� 6M p°y6 CO&NFRPDST r yq =5 MAT TM7-59F x $ 8K 2'W WTPI g g 1'ABISIDPIdOBNCAWM.0 3N31'.A y g3 aWn5 142 m� TY� la (pO11730Nf &+ FA9 0 [�1'O�,yyg• o `W rWTc &] IANO C6NQ0133M!OP �ry T Im HM A wSIB�TPAS�d2F 9 N`Sf.K]A22W00MSPLAr �M4 PF M s33°ar009t D8.5417-3A E13 B12 BIO ix96' °30'49"W 3266 M NH 48U0 M M 21'6T'H °1T25R 59.83 M (PDRD� .7.97 1 89 8] 905°x9'Sm ry 11� TM7-09C °029TE 9653 166.30 rx].60 WTB Pb >: 64.5T M P.OFD1 %i'09°W 99.65 '" 90270WW 8zu um 2lODN"A-LC INBf,A 963m 1).M STYM'WiAR''S'LC A`SfiL02M17-%S PIAT H 2]0.14' DB.SU7-331 IATD1 4 G 6 PoO'36"W %S'Q3 30.16 %3 \� 963°a6g1"W33kT \` B%44@tOGMVM, BNTRANCB %3°96tl1'Wb70' STATE ROUTB 810 6oDNF8VaIP rtOAD (30PRF3CBbINE MSF. @l'!) TX7-U DM.MA3�& DPAL 99®+M£R DEN " D..M 6. D.B.14V4r D81359-567 HEALTH DEPARTMENT COPY NOT FOR RECORDATION IIIiB ME i2w, B11'254A^dW➢iO CCI3 T3°R5U2' I. i M. 3C£ 1631 I 8.61 9. 1 8..CA8O6M13D°5 I%5°12'ITW J111'1111 11 N;: � vie 301) 400 41111