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HomeMy WebLinkAboutSUB202000134 Other 2020-11-17VIRGINIA VDHOFDARTMENT HEALTH ProtacUng You and Your Environment November 17, 2020 Paty Saternye Department of Community Development Division of Zoning and Current Development 401 McIntire Road Charlottesville, Virginia 22902-4596 Albemarle County Health Department 1138 Rose Hill Drive Charlottesville, VA 22903 (434) 972-6219 Voice (434) 972-4310 Fax ��pRO y ED RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite Sewage Systems as part of a division of Tax Map 39 Parcel 17A located in Albemarle County, Virginia. Dear Ms. Satemye: On September 29, 2020 the County of Albemarle initially requested the Virginia Department of Health (via the Albemarle County Health Department) review the proposed subdivision plat identified above. This letter is to inform you that the above referenced subdivision plat is approved for individual Onsite Sewage Systems in accordance with the provisions of the Code of Virginia, the Sewage Handling and Disposal Regulations, and local ordinances. This request for subdivision review was submitted pursuant to the provisions of § 32.1-163.5 of the Code of Virginia which requires the Health Department to accept private soil evaluations and designs from an Authorized Onsite Soil Evaluator (ROSE) or a Professional Engineer working in consultation with an AOSE for residential development. This subdivision was certified as being in compliance with the Board of Health's Regulations by William J. Loth, IV; Onsite Soil Evaluator Number 1940001316. This subdivision approval is issued in reliance upon that certification. Pursuant to § 360 of the Regulations this approval is not an assurance that Sewage Disposal System Construction Permits will be issued for any lot in the subdivision identified above unless that lot is specifically identified on the above referenced plat as having an approved site for an onsite sewage disposal system, and unless all conditions and circumstances are present at the time of application for a permit as are present at the time of this approval. This subdivision may contain lots that to do not have approved sites for onsite sewage systems. This subdivision approval does pertain to the requirements of local ordinances. Sincerely, Jos t�� h Kirtley Environmental Health Technical Consultant Thomas Jefferson Health District OSE/PE Report For: Construction Property Identification: 911 Address: _ City: Lot: B Section: Subdivision: GPIN or Tax Map #: 39-17A Health Department ID #: Latitude: _ Longitude: Applicant or Client Mailing Address: Name: Greg Baldwin, Core Real Estate Street: 600 E. Water St., Ste. 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: 9/18/20 Date of Revision 1: OSE/PE Job Number: Date of Revision 2: Certification Page 1 of 6 Contents/Index Of this repert p ., Site Evaluation Summary, Saa Profile Descriptions, 'ons, Site Sketch, Abbreviated Desn, etc. 1. Cover Page _ 2. Application 3. Soil Summary Report _ 4. Soil Profile & Design Calculations _ 5. 1 " = 100' Drainfield detail with Sanitary Survey _ 6. Subdivision Plat _ I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the applicable provisions ojthe Sewage Handling and Disposal Regulations (12 VAC5-610), the Private Well Regulations (12 VAC5-630), the Regulations for Alternative Onsite Sewage Systems (12 VAC5-613) and all other applicable laws, regulations and policies implemented by the Virginia Department of Health. I further certify that I cutrerttly 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 tnit, ❑ Certification Letter, ® Subdivision Approval, ❑ Repair Permit, ❑ Voluntary Upgrade be (select one): ® Issued ❑ rued PE/OSE Signature: Date: 9/18/20 Page 2 of 6 Commonwealth of Virginia Application for: ® Sewage System ® Water Supply VDH Use Only Health Department ID# Due Date: Owner: Bucks Elbow Mountain LLC Phone: 434 422-5050 Mailing Address: 2112 Saddle Hollow Rd, Crozet, VA 22932 Phone: Fax: Agent: Greg Baldwin, Core Real Estate Phone: 434 422-5050 Mailing Address: 600 E. Water St., Ste. H Charlottesville VA 22902 Phone: Fax: Site Address: Email: I 9yeg9corecville.com. Directions to Property: west of Rt. 684, 800' north of Sealville Rd. Subdivision: I I Section: Block: Lot: I B Tax Map: 39-17A Other Property Identification: Dimension/Acreage of Property: 4.33 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 ❑ Lhnited 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' ofthe 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 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. 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 constmcted and approved. Signature of Page 3 of 6 Soil Summary Report General Information Date: 7/10/19 Submitted to Albemarle County Health Department Applicant: Greg Baldwin, Core Real Estate Telephone: (434) 422-5050 Address: 600 E. Water St., Ste. H, Charlottesville, VA 22902 Owner: Bucks Elbow Mountain LLC Address: 2112 Saddle Hollow Rd., Crozet, VA 22932 Location: east of Rt. 684, 20' north of Sealville Rd. Tax Map: 39-17A Subdivision: Property Size: 4.33 ac. I Section: Lot: B Soil Information Summary 1. Position in landscape satisfactory? Yes ® No ❑ Describe: shoulder & sideslope 2. Slope 24% 3. Depth to Rock or impervious strata: Max. 48+ Min. 48 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 ❑ I1 El III ® IV El6. Soil percolation rate estimated? No ❑ Estimated rate 50 min/inch 7. Permeability test performed Yes ❑ No JE If yes, note type of test performed and attach Drainfield to be placed at 30" depth at site designated on plat. ® Site Approved Reserve Drainfield requires a pretreatment unit capable of providing TL-3, and pressurized dispersal. ❑ Site Disapproved Reason for Rejection l . ❑ Position in landscape subject to flooding or periodic saturation 2. ❑ hisuiicient 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 TM 39-17A Saddle Hollow Road, Lot B Albemarle Countv. Virginia Soil Profile Pit Horizon Depth in Material Description 1 r3/3 dark brown Sandy Loam 10 r6/4 fight yellowish brown.Sandy Loam Tat Grp 1 A 0-3 2 E 3-10 2 BtC 10-48 5yr5/6 yellowish red Clay Loam, weak fire SBY, and common soft 10yr8/1 white, 10yr2/1 black Sandy Loam sa rolite 3 R 48 Rock 2 Ap 0-3 1 1 3/3 dark brown Sand Loam 2 E 3-14 10 A t yellowish brown Sandy Loam 2 BtC 14-48 Syr5/6 yellowish red Clay Loam, weak fine SBY, and common soft 10yr8/1 white, 10yr2/1 black Sandy Loam sa rolite 3 3 Alt 0-3 1 3/3 dark brown San Loam 2 E 3-10 1 4 lightyellowish brown Sandy Loam 2 BtC 1048 5yr5/6 yellowish red Clay Loam, weak fine SB& and common soft 10yr8/1 white, 10yr2/1 black Sandy Loam sa rolite 3 4 Ap 04 10 r313 dark brown Sand Loam 2 E 4-12 ]0 /4 li tyellowish brown Sandy Loam 2 BtC 5 Ap 1248 0-2 2.5yr5/8 red Clay Loam, weak fine SBY, and common soft 10yr8/1 white, 10yr2/1 black 3 Sandy Loam saprolite 1 3/3 dark brown Sandy Loam 2 E 2-7 1 /4 light yellowish brown Sandy Loam 2 BtC 7-48 2.Syr5/8 red Clay Loam, weak fine SBK, and common soft 10yr8/1 white, 10yr2/1 black Sandy Loam saprolite 3 Design Basis for Primary Drainfield A. Estimated Percolation Rate B. "french bottom square feet required per bedroom C. Number of bedrooms 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 I. Square footage in design J. Is a reserve area required? 50 @ 307 376 - 25%= 282 using EZtlow, 1203H 4 80 80 to 105 3 5 H 47 140+ 1504 - 25%=1128 using EZftow 1203H 1080 Yes,10/o Reserve Area provided, see below 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 I50 gpd/bedroom) Area Calculations for Drip Dispersal Reserve Area A. Length of run (ft.) B Length of available area (R) C. Width of available area (fQ D. Total footprint required for drip dispersal (600gpd / .033gpd/sf), as per 12 VAC 5-613) E. Square footage provided 50 @ 0.36 in. .033 gpd/sf 600 55 to 80 55 to 80 93 1819 6277 RO a0 N w O8 od z\ c 5Ri O x o W 0 5g326 45'14„w Page 5 of 6 FE a N N O � � O,N fV�Nrp n i7''S'�aa tq N O o N z 6of6 1.3+;-MILESTO STRT799 (RAILROADAVEJ ST.RT.684 MB4T SPRI[gS RC P WELL �) PRavogo To °nV, l00' y�\\ M01�EU CA"IrvFltlD RiON SET LOT B 4.33 ACRES ' I+i 120.00'fNJ6 lpN S2r2764 / 06.' TOTAL. 4141 541°41'41"W IRON IRON SET NEW �.� pppT 20.00' / i 22°06'00" L=122.46 LOT r �i p{9 4 T-&,W C-121.7V IRON (0.33 ACREY '4}.T4�% 40 O{, CB-S5Y4M'W / t 19"50'02" N4VOT21"W' 1 n'123.93' L-42.90' 26.49' T-21.67' iI - C2.69' CB-SS3'52'40"W I TIELINE i NII-41'28"E 1 219.52' 103'41Y5V I 1 IRON SET AT25.W LOT A 4027 2.00 ACRES TOTAL " EXIMING HOUSE i I � /(DRAINFIBLD UNKNOWN) I KIP- S77°4TM-W 40.54' POLE POLE PIPE FOUND AT25.07 POLE 3gl"W 33iAx/'/.! IRON POUND �pLVM1LLFROP9 Page 1 of 6 OSE/PE Report For: Repair Property Identification: 911 .Address: 2087 Saddle Hollow Rd. City: Crozet Lot: A Section: Subdivision: GP1N or Tax Map If: 39-17A Health Departarent ID #: Latitude: _ Longitude: _ Applicant or Client Mailing Address: Name: Greg Baldwin, Core Real Estate Street: 600 E. Water St., Ste. H City: Charlottesville State: VA Zip Code: 22902 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: _ j City: _ State: _ Zip Code: OSE/PE Job Number:_ _ Date of Revision 2: 3. Soil Summary Report 4. Soil Profile & Design Calculations 5. 1 " = 100' Drainfield detail with Sanitary Survey 6. Subdivision Plat —-------------- ---------------- Certitication Statement -- I hereby ceatify that the evaluations and/or designs contained herein were conducted in accordance with the applicable provisions of the Sewage I Handling and Disposal Regulations (12 VAC5-610), the Private Well Regulations (12 VACS-630), the Regulations for Alternative Onshe Sewage Systems (12 V W5-613) and all other : ppiicable 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 licensme to perform the work contained herein ❑ The work attached to this cover page has been conducted under an exemption to the practiceof engineering, specifically the exemption in Code of Virginia Section 54.1-402.A.1 I 1 recammend that a (select one): ❑ Construction Permit, ❑ Certification Letter, ® Subdivision Approval, ❑ Repair Permit, ❑ Voluntary Upgrade be (su::.;t one): 0 Issued eni/ed PE/OSESignature: `�.�j:y - Date:9/18120 Commonwealth of Virginia Application for: © Sewage System ❑ Water Supply Owner. _ Bucks Elbow Mountain LLC Mailing Address: ! 2112 Saddle Hollow Rd. Crozet. VA 22932 +GreaBaldwin, Core_ Real Estate,_____,__ Mailing Address: ! 600 E. Water St., Ste. H Charlottesville, VA 22902 Site .Address: Directions to Property: east of Rt. 684, 20' north of Sealvi Ile Rd. i Subision: I Section: TaxM-ap:T9-17A Other Property Identification: -_-_-- Page 2 of 6 VDH Use Only Health Departntertt ID# Due Date: Fax: Fax: I Block: _ 1: Dimension/Acreage of .Property: 12.00 Type of Approval: Appll=ts for n+ w construction are a.dvisul to apply for a certification letter to determine if land is suitable for a sewage system and to apply lot a vvnswction permit (valid for 18 months) only when ready to build , For New Construction: ❑ Certification Letter ❑ Construction PernIt '® Subdivision Review For Existing Construction: ❑ Repair ❑ Modification ❑ Fxpansion ❑ Replacement Proposed Use: Singlc Fan,ily Home(Nimtbcr ofBedroonis 3) ❑ 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 Basemen[? ❑ Yes ❑ No 'tre .my 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 j ❑.'fempom use not to exceed1Near ❑ 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 w cIr? ❑ 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 Berate termiticide required —--- ---------- ------ - _.---------.._._..--'------- All Applicants Is this anAUSE'PE application? 0 Yes ElNo if yes, is the AOSF/PE package attached? ® Yes ElNo 7 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 propowd well and sewage system sites must be clearly marked and the property sulliciently visible to me the topography, otherwise this application will be denied. I give pemiission 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 perfomt 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 constmeted and approved. Signature ot'Owner/Agent A2 Date r Page 3 of 6 Soil Summary Report -- -- — — -- General Information -- Date: 5/15/19 & 7/10/19 Submitted to Albemarle County Health Department Applicant: Greg Baldwin, Core Real Estate Telephone: (434) 422-5050 Address: 600 E. Water St, Ste. H, Charlottesville, VA 22902 Owner: Bucks Elbow Mountain LLC Address: 2112 Saddle Hollow Rd., Crozet, VA 22932 Location: east of Rt. 684, 20' north of Sealville Rd. I Tax Map: 39-17A Subdivision: ' Property Size: 2.00 ac. Section: Lot: A Soil Information Summary 1. Position in landscape satisfactory•? Yes ® No ❑ j Describe: sideslope 2. Slope 17% 3. Depth to Rock or impervious strata: Max. Min. 60+ 4. Depth to seasonal water table (gay mottling or gray color): No ® Yes ❑ Inches 5. Free water present: No ® Yes ❑ range in inches Yes ® Texture Group I [1II ❑ III ® IV El6. 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 requires a pretreatment unit capable of providing T1,3, and pressurized 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. I7 Pr000sed system too close to well Page 4 of 6 TM 39-17A Saddle Hollow Road, Lot A Albemarle County. Virginia _. _ Soil Profile Hole Horizon I Depth Material Description !. 1--din)--- ---- ---- 1 Ap 0-3 1 OW3/3 dark brown Sandy Loam__ BIC 3-12 i 5yr5/66 yellowish red Sandy Clay Loam, j i 7.5yr6/8 reddish yellow Sandy Loam sa and common soft IOyr8/1 white, CB 12-60 1 Soft10yr811 white, 7.5yr6/8 reddishyellow Sandy Loam saprolite Txt , 2 I Ap _ BtC _ 0-3 3-12 113/3 dark brown Sandy Loam - _ _ 1 Syr5/6 yellowish red Sandy Clay Loam and common soft 10yr8/1 white, 7.5yr6/8 reddish yellow Sand saprolite___ 2 I 2 C/B 112-60 _ ! Soft10yr8/1 white, 7.5yr6/8 reddish yellow Sandy Loam saprolite with thin 5yr5/6 yellowish red Sandy -Clay Loam tort es - - - I 2 - --. 3 �Ep 0-6 ! 0yr3/3 dark brown Sandy Loam _ _ _- —2 J Pit r 6-13 I Oyr6/3 light yellowish brown Sandy Loam I 2 BtC 13A60 5yr5/6 yellowish red Sandy Clay Loam, weak fine SBK, with common soft IOyr8/1 white, 2 1 Ow2/1 black Sandy Loam saprolite and granitic fragments -- -------------- 4 A 1 0-8 _ 1/3 dark brown Sandy Loam (Pit) t E i 8-20 '. i0/31i tyell_owishbrownSandyLoam__— _ 2 F BtC1 BtC2 5 1 A ; 20-31 31-60 0-4 1 7.5yr6/6 reddish yellow Clay Loam, weak fine SBK with common soft I Oyr8/1 white, 3 10yr2/1 black Sandy Loam saprolite and granitic fragtents 15yr5/6 yellowish red Sandy Clay Loam, weak fine SBK, with common soft 10yr8/1 white, 2 I_10yt2/I black Sandy Loam saprolite and granitic fragments 10yr3/3 dark brown Sandy Loam - - --- — 2 _ (Pit) _. B 4-17 7.5 /4 brown Sandy Clay Loamy weak granular _ 2 _ j BI-C 17-60 5yr5/6 yellowish red Sandy Clay Loam, weak fine SBK, and common soft 10yr8/1 white, 7.5 r618 reddishyellow Sandy Loam saprolite 2 Design Basis for Primary Drainfield A. Estimated Percolation Rate B. Trench bottom square feet required per bedroom C. Number of bedrooms Area Calculations for Primary Drainfield A. Length of trench (ft) B Length of available mca (fi) C. Width of trench (ft.) D. Number of trenches E. Center-to-ecmer spacing (fL) F. Width required (ft.) G. Width of available area (fL) H. Total bquare footage required 1. Square footage in design J. Is a reserve area required? 55 (a 36" 412 - 25% = 309 using FZflnw 120311 3 60 60+ 3 6 9 48 76+ 1236 - 25%= 927 using ELflow 1203H I OS Yes, 1000/u Reserve Am a provided, see belov. Design Basis for Reserve Area A. E.st:mated Percolation Rate B. Effluent loading rate from Table 1 of 12 VAC 5-613 C. Gallons per day (Finn ber of bedrooms X 150 gpd(bedroom), Area Calculations for Drip Dispersal Reserve Area A. Length of run (fQ B l,en,th of available area (ft.) C. Width of available area (ft.) D. Total footprint required for drip dispersal (450gpd / 0.30gpd/sO, as per 12 VAC 5-613) E. Square footage provid A 55 Q 0-36 in. 0.30 gpd/sf 450 70 70 28 1500 1960 > 2§> m§e ,Q6S �7~ ] £ mZO \[ \\ \\ Page !46 Pa e6of6 t� RlOCv SET 7\ c,.ACI EE' HICu)RY— �:\ \ `t + �•lY j , I AT LOT 4.33 ACRES \ v 'V�m 1 '� Nsvronroo•e _ 4wri � IRON S_] 1T?3•F. �(� ! 106.6.' L SSIYI'41"W TOTAL / 431T 'G• IRON 511' i / 22°06'00" IRON It.'�`. NEN' 'ny�, s1,T 20.W t LR4r5 `L 1 per'�` R•317Ab' ``'�� 'J^ 1. 122.46' A3 lAT:1 '`p/ �j.'r3 fU� p19 T 62)W IRON (0.33 ACRI Vf. Td�pU`�ae C-721.70' n: y.:51P'O_y�`3osY' CR=S52'4441'W 2fi.l9 1. s2 O i 1 T,^I,,7' C 42AT i �CB-S53°5-40'W /! 'I'IF Lr<E Ail°4145"E 219r I Na3'40-SPiIRON SLr LOTA 4011' AT 25..W } 2.06 ACRES I / 'TOTAL '�`' 'h.V21i•ilS,C LINK157.79 I,J1t: t/ POLE (1,67-./ ` 1 _ ACRFS)'enj } T N;A PIPP. 25,07' •Gi•c er,'an I`'-' Sr 25.OT %SLY =-/ ; oi. 'o 1'STRT 799 _� 1 1-a'.ROAp AVLd ST.RT.684 11'r SPRI§GS RQ@.Ii/ S77=9'SCVa 40.54'