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SUB201600152 Approval - Agencies 2017-11-07
COMMONWEALTH ®f VIRGI IA In Cooperation with the Thomas Jefferson Health District State Department of Health 1138 Rose Hill Drive Phone (434) 972-6219 P. O. Box 7546 Fax (434)972-4310 Charlottesville, Virginia 22906 November 1, 2017 Paty Saternye County of Albemarle , , Department of Community Development E ` J' � 401 McIntire Road lily + ` Charlottesville, Virginia 22902-4596 ALBEMARLE- CHARLOTTESVILLE FLUVANNA COUNTY (PALMYRA) GREENE COUNTY (STANARDSVILLE) LOUISA COUNTY(LOUISA) NELSON COUNTY (LOVINGSTON) RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite Sewage Systems as part of a division of Tax Map 57 Parcel 35 and 35B located in Albemarle County, Virginia. Dear Ms. Saternye: On October 5, 2017, the County of Albemarle 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 (AOSE) 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: Thomas G. Hogge OSE #1940001091. 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, J,- Jv�" , , LTravis T. Davis, OSE Environmental Health Specialist, Sr. RECEIVED NOV 7 - ?r,7 COMMUNITY DEVELOPMENT COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 f Y 011 - «. /fie Sri e t4/- Phone (434) 296-5832 Fax (434) 972-4126 October 5, 2017 Teresa Batten Virginia Department of Health 1138 Rose Hill Drive Charlottesville VA 22906 " RE: SUB201600152 Fairhill Estates — RPD Final Dear Ms. Batten: The County of Albemarle has received application to develop/subdivide [Tax Map 57, Parcel 35 & 35B and Tax Map 56, Parcel 100F]. This project requires Health Department approval before receiving final County approval. The applicant has provided soils information, 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. PLEASE NOTE: These submissions, with the exception of one page in each, are identical to submission that were approved in 2007. The sheet that has changed is the "Site Sketch" because they are proposing slightly different property lines then in the 2007 version. Please see the note just above the signed seal, dated 9/6/2017, that states the "drainfield footprints have been adjusted to accommodate newly revised lot lines." Sincerely, rPa Saterny Senior Planner Department of Community Development Voice: (434) 296-5832 ext. 3250 Fax: (434) 9724035 E188LUE RIDGE SOIL. CONSUL11NG, INC. " Page 7 of AUTHORIZED omrrE SOIL EVALUATORS (AOSEs) PO. Box 418 - &ximrWIe, VA22968 ia* WAO6E #M ; (5i0j 948 7fla Tom Hone %ROSE #240 (434) %5-2M ^ �r . i;t�SEJPE Report for ►.�: tip L Su �c�i'vis:vim � uq' Location Lot D Section Slabdivision"�//R/berrxv%County gyp►: GPIN or Tax Map # Latitude&ongitude —vauu-4m or e 7a s and addres �vfryt C.tRS�,;t Date of Report �3 /A Revision Date: N..VAIMMS/Index of this Certfic4on SMtC.,,t(S)3 1 Iherein were Conducted -- accmdmcc `"y filat the evaj 18tlons and/or designs contained and Disposal Regulations A with the Sewage Handling Regulations (12 VACS-6I CSapplic rile oli ies Well Virginia �, and other applicable policies of the D�+ent of Heath_ �Furthermore, I cer4fy that uatiozl and/or design contoured herein my; rn hes an applicable laws, regulations, and policies implemented by the Departmentof HA�ltlr. I zeconunend a �t1 1 fv,S:on 4 be /4�Y]t p�,� s pPrnt:a -F'-7" Prepared by AOSEME (name and address): AOSEME Job Number. Health Dept ID. No.: (optional) r Insert z Ples appropriate bile: cdon pa-1 t", "Subdivision Approval-, "Certification Eerier" - - i>rcIude: "Soil InfarmaWn Summary", "Soil Profile DesCri gn Specifications- 3 P �Y/Reserve Design 3p fic ors", "Construction Drawings", te Sketch",- -Product Specificationptions", "Water Supply �1 Sheet- sFill in this blank with by ofPtofessiona and Occupational Regulation_ This section is considered optional for PEs. Fill in this blank with the approprat, aPl�riate terru "cerfification letter" "construction Permit", or "subdivision approval" term: approved", or "denied" Page,9,of I SOIL CONSULTING, INC. � AUTHORIZED ONSITE SOIL EVALUATORS (AOSEs) P.O. Sox 4 18 RuckersAlle, VA 22968 Jack McClelland/ROSE #098 (540) 948-7170 Tom Hogge/AOSE #240 (434) 985-2780 Soil Evaluation Report FAIRHILL ESTATES Lot 8 Albemarle County, VA Owner: Southern Classic, David Mitchell Phone: (434) 566-8299 / Mailing Address: PO Box 248 Crozet, VA 22932 Phone: `+© p2 Fax: Agent: Blue Ride Soil Consulting, Inc. Phone: (434 985 — 2780 '' Mailing Address: P.O. Box 418 Ruckersville, VA 22969 Phone: 540) 948 — 7170 Fax: (434) 990 - 8367 Site Address: Email: Directions to Property: From Charlottesville, take Rt. 250 West towards Crozet. Go about 1 /2 mile past Rt, 240 turnoff and RR overpass and turn right on Fairhill. Subdivision: I Fairhill Estates Section: - Block. - Lot: J 8 Tax Map:1 Other Property Identification: - Dimension/Acreage of Pro 2.17 Acres Sail Information Summary. 1. Position in landscape satisfactory? Yes ® No ❑ Describe: Toeslope 2. Slope 14% 3. Depth to Rock or impervious strata: Max. 60"+ Min. 6011+ 4. Depth to seasonal water table (gray mottling or gray color): No 0 Yes ❑ Inches 5. Free water present: No ® Yes ❑ range in inches Yes E Texture group I El II El 1II ® IV El6. Soil percolation rate estimated? No ❑ Estimated rate 55 min/inch 7. Permeability test performed Yes ❑ No 19 If yes, note type of test performed and attach Soil Profile Descriptions Page�of& F'airhill Estates Lot 8 Backhoe Depth Horizon Material Description Soil Pit (in) Texture Group 1 0-8 Ap 10 YR 5/4 yellowish brown light clay 3 loam 8-18 Bt 5 YR 5/8 yellowish red light silty clay 3 loam, fair subangular blocky l 8-42 BC 5 YR 4/6 yellowish red light silty clay 3 loam with weathered schist fragments, little mica 42-60 C Friable silt loam saprolite, 5 YR 5/8 3 yellowish red, variegated with 10 YR 4/2 dark grayish brown and 10 YR 8/4 very pale brown, both from anent 2 0-9 Ap 7.5 YR 4/6 strong brown loam to light 2/3 clay loam 9-21 Bt 5 YR 5/8 yellowish red light clay 3 loam; very good subangular blocky 21-36 CB 10 YR 7/6 yellow and 10 YR 4/1 dark 3 gray weathered silt loam schist with 2.5 YR 4/8 red clay loam flows; subvertical bedding 36-60 C 2.5 Y 5/4 light olive brown sandy 2 loam schist saprolite, subvertical with 2.5 Y 7/6 yellow and few 2.5 YR 4/8 red cla loam flows 3 0-8 Ap 5 YR 4/6 yellowish red light clay 3 loam 8-26 Btl 2.5 YR 4/8 red clay loam, medium to 3 heavy; fair to poor subangular blocky 26-60 Bt2 2.5 YR 4/8 red, medium clay loam, 3 massive; no mottles Page�4 ;Soil Profile Descriptions, Continued 4 0-8 Ap 5 YR 4/6 yellowish red light clay 3 loam 8-22 Bt 2.5 YR 4/8 red clay loam 3 2240 CB 2.5 Y 5/4 light olive brown silt loam 3 weathered schist, subvertical, with 7.5 YR 7/6 reddish yellow and few 2.5 YR 4/8 red clay loam flows 40-60 C Friable silt loam schist saprolite, 2.5 3 Y 5/4 light olive brown, variegated with 2.5 Y 7/4 pale yellow and 2.5 YR 4/8 red 5 0-9 Ap 10 YR 5/4 yellowish brown light clay 3 loam 9-34 Btl 5 YR 5/8 yellowish red medium to 3 heavy clay loam; fair subangular blocky 34-60 Bt2 2.5 YR 4/8 red medium to heavy clay 3 loam; fair to poor suban ular block Page . of SITE SKETCH SHOWING PROPOSED PRIMARY AND RESERVE SEPTIC, TAIR.HILL ESTATES" ALBEMARLE COUNTY, VA, SCALE: I" = 100, In PROPOSED PRIMARY& RESERVE �! SEPTIC PROPOSED \` _ \ ` ( . i 7O PRIMARY & RLSERV6 SEPTIC i NO3'E: THI S IS A REVIS$DSi7'£SKb1CH Sdd 1N(r \ `\ BSL \ URIGINAGAUGFR-BORING OCATIONS I'It0 2p07 \\ THE DRAIWIELD.POOTP HAVi BF.I:N UST D \ , \ PIL TO ACCOMMODATE NEWLY VISFD LOT' LIN • IVO-POOTCONTOURS HAVE BCifN TRANSPERR6 C YER FROhI THE ORIGINAL PLAT.,, \ m3C r ` ( ��\Vx\� j LEGEND Q Auger Boring o3C Proposed Well Spot Drainfield/ReSCrve Corner Stake Proposed House Site I� _ Design Basis A. Estimated Percolation Rate (minutes per inch) B. Trench bottom square feet Required per bedroom (from Table 5.4) based on (X) Gravity LPD other C. Number of bedrooms Area Calculations D. Length of trench (ft.) E. Length of available area (ft.) F. Width of trench (ft.) G. Number of trenches H. Center -to -center spacing (ft.) I. Width required (ft.) J. Width of available area K. Total square footage required L. Square Footage in design Abbreviated Design Form Fairhill Estates Lot 8 55 @ 42" 412 4 100 100 3 6 (Primary) 10 113 (Primary and reserve) 115-147 1648 1800 Page(i f6 M. Is a reserve area required? Yes (100% Reserve is provided in the bottom half of the area investigated) BLUE JaDGE SOIL CQNSUL7ING3 INC Page 1 of AJTHORCMD OMrrE SOIL EVALUATORS IAOSEs J"'* "COCA-WACW #M 948 ili::i } pp; Boor 4 t8 k dome, VA 2rW t(� 1" !n — Tmn Ho9eiA05E #24b (" %5-22W rcMe ,.- jr ivt (-ovation of property. Lot / Simon , Subdivision GPlN or Tax `��i� �!A Map # k1he%County Latitude/Longitude ��m or Clie and add r . .5rar �n (�Iq Pre'piared by AOSI:: (name and A Z2 Date of Repot 7Zr31 Q � AOSFJPE Job Number (aP9 Reftbn Date: -------------7 Health Dept, ID. No.: —,wmoex of this zr2 1- '( wr S 3 CB111ficaioo Statement{s)3 1 hereby y that the evaivationS_ gs contained herein were �� ro and/or deli > dance and Disp�J Regvlations {i2 cc a the vFfaadiipg . REt;ulatioru {22 VAC5-61 5), andVngtma t of Heaft- lF ther applicable Policies t t the ��on and/or t�more, l �_ fY that my all applicable laws' design aftanted L _ Virginia i] �� H� and Poiici s implemented by the 1 recoo end a �t1 f v,Sip� 4 be 9 pPr�t,a '--- 2 fnsm approPdat, title: "C on PemaiY' Elornples include: "Soil hfiMadon SumMar"Subdivision Approval" "Certification Letter" 33 PE ar!'�eserve Design SpegfiinY_' "Soil Profile Descriptions'; "Water Supply Design Specifications ; 4 Fill to is rcVda. ed by the I)epamuem of Pro ct�on Drawings" "Site Sketch", `product Specifics ion Sheet" s Ods blank griffinaPpropiat, Prof and Occupational Reguldtion. This section is considered optional for FEs_ FiII in this bhudc vvitb themate term: "ap-certification profived o or "deni ed- � uci on penniP', or "subdivision approval" BLUE RIDGE Page` of SOIL CONSULTING, INC. AUTHORIZED ONSITE SOIL EVALUATORS (AOSEs) PO. Box 418 RuckersAlle, VA 22968 Jack McClelland/AOSE #098 (540) 948-7170 Tom Flogge/AOSE #240 (434) 985-2780 Owner: Mailing Address: A ,pent: Mailing Address:. Site Address: Soil Evaluation Report FAIRHILL ESTATES Lot 9 Albemarle County, VA Southern Classic, David Mitchell PO Box 248 Crozet, VA 22932 Blue Ridge Soil Consultin ,Inc. P.O. Box 418 Ruckersville, VA 22968 uuecttons to Property: From Charlottesville, take Rt. 250 Wes turnoff and RR overpass and turn right Subdivsion: Fairhill Estates Section- - - Tax Map: Other Property - Identification: Phone: (434)566-8249 Phone: Fax: Phone: 434 985 — 2780 Phone: (540) 948 — 7170 Fax: 434) 990 - 8367 Email: towards Crozet. Go about 1/2 mile past Rt, 240 )n Fairhill. Block: - Lot: 19 Dimension/Acreage of Pro erty: 2.10 Acres Soil Information Summary I. Position in landscape satisfactory? Yes N No ❑ Describe: Toeslope 2. Slope 8-I5% 3. Depth to Rock or impervious strata: Max. 60"+ Min. 60"+ 4. Depth to seasonal water table (gray mottling or gray color): No N Yes Inches 5. Free water present: No N Yes ❑ range in inches 6. Soil percolation rate estimated? Yes ® Texture Group I ❑ II ❑ I:II ® IV ❑ No ❑ Estimated rate 55 min/inch 7. Permeability test performed Yes ❑ No N If yes, note type of test performed and attach ?A Backhoe Depth Horizon Pit (in) Soil Profile Descriptions Fairhill Estates Lot 9 Material Descrii 1 0-8 Ap 10 YR 5/4 yellowish brown light clay loam 8-3 0 . Bt 1 5 YR 518 yellowish red clay loam, fair subangular blocky with 7.5 YR 4/6 strong brown mottles 30-60 Bt2 2.5 YR 4/8 red clay loam; fair suban ular blocky 2 0-7 AP 7.5 YR 4/6 stron brown loam 7-31 Bt 5 YR 4/6 yellowish red clay loam 31-42 BC 5 YR 4/6 yellowish red light clay loam to sandy clay loam, massive with 10 YR 4/4 dark yellowish brown from parent 42-60 C Friable sandy clay loam saprolite, 5 YR 4/6 yellowish red and 10 YR 4/4 dark yellowish brown (parent) and 7.5 YR 6/6 reddish ellow 3 0-7 A 10 YR 5/4 yellowish brown loam 7-29 Bt 2.5 YR 4/6 red medium to heavy clay loam 28-60 CB Sandy clay loam saprolite, dense but friable, massive; from subvertical schist, 7.5 YR 5/8 strong brown, variegated with 10 YR 4/4 dark _yellowish brown and 2.5 YR 4/8 red Soil Texture Group 3 t 3 2 3 3/2 F 2 3 2 Pagyof� 0 Page�U6 Soil Profile Descriptions, Continued 4 0-7 Ap 7.5 YR 4/6 strong brown light clay 3 loam 7-32 Bt1 5 YR 5/8 yellowish zed medium to 3 heavy clay loam with mottles of 7.5 --lit-2 YR 4/6 strong brown 32-45 5 YR 4/6 yellowish red clay loam, 3 medium, with 7.5 YR 4/6 strong brown mottles 45-60 C 5 YR 5/8 yellowish red friable silt 3 loam saprolite with 7.5 YR 6/6 reddish yellow 5 0-8 Ap 7.5 YR 4/6 strong brown light clay 3 loam 8-40 Btl 2.5 YR 4/8 red medium to heavy clay 3 loam, fair subangular blocky 40-60 Bt2 2.5 YR 4/8 red medium clay loam; 3 fair subangular blocky; 7.5 YR 4/6 stron brown mottles Page 5 of SITE SKETCH SHOWING PROPOSED PRIMARY AND RESERVE SEPTIC, "FAIRHILL ESTATES" ALBEMARLE COUNTY, VA, SCALE: I" = 100' Design Basis A. Estimated. Percolation Rate (minutes per inch) B. Trench bottom square feet Required per bedroom (from Table 5.4) based on (X) Gravity LPD other C. Number of bedrooms Area Calculations D. Length of trench (ft.) E. Length of available area F. Width of trench (ft.) G. Number of trenches H. Center -to -center spacing (ft.) I. Width required (ft.) J. Width of available area K. Total square footage required L. Square Footage in design M. Is a reserve area required? Abbreviated Design Form Fairhill Estates Lot 9 55 @ 42" 412 4 100 100 3 6 (Primary) 10 113 (Primary and reserve) 122-214 1648 1800 Yes (100% Reserve is provided in the bottom half of the area investigated) 0