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HomeMy WebLinkAboutSUB201600009 Approval - Agencies 2016-04-22 o ro i , 9 i � 'yl`i,' I \,,,I COMMONWEALTH of VIRGINIA In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE State Department of Health FLUVANNA COUNTY(PALMYRA) 1138 Rose Hill Drive GREENE COUNTY(STANARDSVILLE) LOUISA COUNTY(LOUISA) Phone(434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGSTON) Fax (434) 972-4310 Charlottesville, Virginia 22906 April 22,2016 Rachel Falkenstein Department of Community Development Division of Zoning and Current Development 401 McIntire Road Charlottesville,Virginia 22902-4596 RE: Review of Proposed Boundary Line Adjustment between TM 57B-3 and 57B-B located in Albemarle County,Virginia. Dear Ms. Falkenstein: On April 19,2016,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. 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, Jd�hKirtle 7 ''-17 Environmental Health Technical Consultant Onsite Sewage and Water Programs ,,1, 'lore liria ZuT f' COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 4/19/2016 Teresa Batten Virginia Department of Health 1138 Rose Hill Drive Charlottesville,VA 22906 RE: SUB201600009 Barry Farr&Ann Henry—BLA Dear Ms. Batten: The County of Albemarle has received an application to for a boundary line adjustment between TMP 57B-3 and 57B-B. This project requires Health Department approval before receiving final County approval. The applicant has provided soils information,which was submitted to VDH separately by the applicant. 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, QQ i /MI6 Rachel Falkenstein Planner/Senior Planner Department of Community Development Voice: (434)296-5832 ext. 3272 Fax: (434)972-4035 Page I of / () OSE/PE Report For: Construction RepairVoluntary Upgrade Certification Subdivision Permit Permit Permit Letter Approval Property Location: 911 Address: Lot Section — GPIN or Tax Map # 57B -B Latitude Applicant or Client Mailing Address, Name: Barry M. Farr Street: 3621 Glenaire Dr. city- Charlottesville Prepared by: OSE Name Thomas G. Hagge Address PO Box 418 City Charlottesville PE Name Address _ City Date of Report OSE/PE Join # _ Subdivision Health Dept ID # Longitude State VA City: Zip Code 22901 License # 1940-001091 State VA License # State Zip Code 22968 Zip Code Date of Revision #1 Date of Revision #2 3-3-16 Contents/index of this report (e.g., Site Evaluation Summary, Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc.) 1 -Cover 2-Applicalon 7 -System Specifications 3,4 -Site & Soil Evaluation Report 5 -Construction Drawing 6 -Survey Plat 8 -Design Calculations 9,10 -Pump Specifications 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 Othe exemption in Code of Virginia Section 54.1-402.A.11 I recommend that a (select one): construction permit 0 certification letter subdivision approval Elbe (select one) Issued pair permit voluntary upgrade © Denied OSE/PE Signature Date 16 This forcontains personal information subject to d losure under the Freedom of Information Act. Revised 12/1/2014 m Commonwealth of Virginia Application for: ZSewage System ElWater Supply Owner Barry M. Farr Mailing Address 3$21 Glenaire Dr. Charlottesville, VA 22901 Agent Tom Hagge Mailing Address PO Box 418 Ruckersvilie, VA 22988 Site Address 1007 Whispering Pines Labe Chariottesville VA 22901 VDH Use on ly Health Department ID# %lq rf Due Date Phone (434) 977-1297 Phone Fax Phone (434) 531-1083 Phone Fax DirecDirections tions to property: F— C11rle11—N., fake 25U Wes[ fu Ivy. T1R m RL 676 T14nan Dr.. rhes 1st Men Ailandale, Rfp w4le(t on Whispering Fines Ln„ property is at the "on the rant, of #1WT. Subdivision Tax Map 57B -B Section Other Property identification Block Lot Dimension/Acreage of Property 13.98 Acres - 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. ElCertification Letter Q Construction Permit E] Voluntary Upgrade Repair Permit Proposed Use, Single Family Home (Number of Bedrooms 3__) Multi -Family Dwelling (Total Number of Bedrooms � Other (describe) Basement?E]YesoNo Walk -out BasemcnVM Yes®No Fixtures in Basernent[DyesoNfo Conditional permit desired?OVes 0,40 if yes, which conditions do you want? ❑Reduced water flow ElLimited Occupancy ❑Intermittent or seasonal use Q Temporary use not to exceed I year Do you wish to apply for a betterment loan eligibility letter';OYes No *There is a $54 fee for determination of eligibility. Water Supply Will the water supply be[3Publie orE)Private? is the water supplyBExisting orElProposed? If proposed, is this a replacement wel]?QYes SNo If yes, will the old well be abandoned? ®Yes [3No Will any buildings within 50' of the proposed well be termite treated?[]Yes �u All Applicants 1s this a private sector OSE/PE application? MYes []No If yes, is the OSEiPE package attached? QYes []No Is this property indeed to serve as your (owners) principal place of residence? Yes ®No In order For VDH to process your application for a scivaec system You must attached a plat of the nronerty and a site skPtrh Fnr wntr*r supplies, a plat of the property is recommended and a site sketch is required. 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 sites must be clearly marked and the property sufficiently visible to see the topography. I give permission to the Virginia Department of Health 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 a private sector Onsite Soil Evaluator or Prol'i Tonal Enginee��necessary until the sewage disposal system audfor private water supply has been constructed and approved_ / 1222-15 Signa f This form o o a i fo tion sub cct di osure under the Freedom of Information .A.ct. ?/ e'- 3-3-16 Date Revised 12/t/2014 Site and Soil Evaluation Report Pageof�� VDH Use Only HDIN: General Information Date: 12-22-15 Albemarle County Health Department Owner: Barry M. Farr Phone: (434) 977-1297 Owner Address: 3521 Glenaire Dr., Property Address: 1007 Whispering Pines Lane, Charlottesville, VA 22901 Tax Map/GPIN H: 57B -B Subdivision: Section: Block: Lot: Soil Information Summary 1. Position in landscape satisfactory: IN Yes ❑ No Describe landscape position: Noseslope 2. Slope: 24 3. Depth to rock/impervious strata: Max. 67+ in. Min. 58+ in. ❑ Not observed 4. Free Water Present: ❑ Yes N No Range in inches: 5. Depth to seasonal water table (gray mottling or gray color): inches B Not observed 6_ Soil percolation rate estimated: L Yes ❑ No Estimated rate: min/in at 36 inches depth Texture Group: 1@ I N LI ❑ Ill ❑ IV 7, Percolation test performed: ❑ Yes El No If yes, provide additional data on percolation test results. Name and title of ev u or: Thoma Graham Hogge, OSE Signature: El Site approved: Ansar;o,=enes (describe dispersal area, e.g. absorption trenches) dispersing Septic tank effluent (proposed level of treatment at time of evaluation) to be placed at 36 (inches) depth at site designated on permit_ Site provides a total of 1530 square feet of absorption area for primary and reserve (if applicable). El Site disapproved: Reasons for rejection (check all that apply) I - ❑ 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 absorption area, and/or reserve area. 6. ❑ Proposed system too close to well. T ❑ Other (specify) This form contains personal information subject to disclosure ander the Freedom of Information Act- Revised 12/1/2014 Page of _ /0— Date of Evaluation: 12-8-15 Profile Description SOIL EVALUATION REPORT Property ID, TM 578-B Where the local health department conducts the soil evaluation the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application_ if soil evaluations are conducted by a private Onsite Soil Evaluator or Professional Engineer, location of profile holes and sketch of the area investigated 'including all structural features (i.e. sewage disposal systems, wells, etc.) within 100 feet of the site and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached to this form. ❑ See application sketch 8 See Construction Permit © See sketch on reverse side or page attached to this form. Hole # Horizon Depth; Description of color, texture, etc. Texture (inches) Group 1 A 0-4 10 YR 413 brown loam I l Bt 4-16 5 YR 418 red, light clay loam IIl Ct 16-24 5 YR 416 yellowish red, friable sandy clay loam saprolite with 7.5 YR 718 reddish yellow ll C 24-6$ 14 YR 813 very pale bn n, idable loamy .and granitic saprolite, variegated with 10 YR 5I4 yellowish Wow,) wLd 5 YR 518 Yellowish red l 2 A 0-3 7.5 YR 416 strong brown loam It gt 3.17 5 YR 416 yellowish red, light clay loam !!l C 17-69 19 YR 813 very pele hrown, tiabie loamy sand gmnitresaprolite, variegated wish 10 YR 514 yetlowsh bmwrn and 5 YR 518 yellowish red l 3 A 03 3 10 YR 413 brown loam It St 3-12 5 YR 416 yellowish red, friable day loam 111 CBt 12-20 5 YR 518 yellowish red, friable sandy day loam to loam; coarse ll Ct 20-37 5 YR 5/8 yellowish red, friable sandy loam saprolite with 7.5 YR 718 reddish yellow it C 37-67 l 4 A 04 10 YR 4/3 brown loam 1! i C 4-67 10 YR M very pale brown, friable toarny sand saprolite with 5 YR 518 yellovnsh red and 76 YR Bit white l P,.El4ARKS _ NOTE' all colors noted above are Rhirhromic in nature. This form contains personal information subject to disclosure under the Freedom of Information ALM Revised 12/1/2414 Page 5 of CONSTRUCTION DRAWINGISITE SKETCH SHOWING PROPOSED SEPTIC REPAIR & RESERVE, TAX MAP# 57B -B, ALBEMARLE COUNTY, VA TMP 57&-B BARRY EARR & ANN HENRY d� DB 4690-48 PARCELB 6.98 ACRES2.00 J\Vo�-) ACRE4.98AC. RESIDUE INSTALL: NEW 1,0� 101 GAL. TANK' r, . ,060 GAL. NO. 1007 -'`PUMP 2—STORY BRICK IRF CHAMBER SPLIT LEVEL CONTRACTOR NOTE: SLEEVE.. PIPE DRIVEWAY I IGNORE THESE TWO 40 PVC OR BI BOTTOM STWS. START BOTTI OF HEADER DITCH 22' EAST OF AND ON HE OffNUR FROM STAKE, AS SHOWN,,',-fN�QRDIER--_ & KF.F.P T]F-QUI OF 45fl ROAD EASEMENT. q; PLAT ?LLMENT IRS IF SCALE: 1" = 60' LEGEND SCH. I TMP 5713-5 MARGARET J. JESS, ET AL DB 1692-11B 9 c�' E WELL DB 1521-476 PLAT . ,,�16iif iiia! C 21 " CEDAR �p,LT.I� 0 00 T AS G. • ;� 1106GE �� i • w 2" FORCE MAWUP �'•�• _ /W "�� ,- �s �# i 9400 0' (D Auger Boring 0 Drainfeld/Reserve Comer Stake IRF{B} INSTALL: 4 LINES c EZ FLOW ONLY Y WIDE 75' LONG �? 36" DEEP 10' CENTERS ON CONTOUR 91 TMP 57B -B BARRY FARR & ANN HENRY DO 4586-48 PARCEL R 6.98 ACRES (2.00 ACRES) 4.98 AC. RESIDUE �/ e) 6541'6. 41'6. \ i � 1 1 \ 1 1 1 j i S 1 1 t s 20'X20' TURNAROUND DB 844-47, 450 PLAT 51} PRIVATE R/W DB 844--447, 450 PIAT m NO. 1007 �?51 2-STORY BRICK SPLIT BEVEL 2.00 ACRES T6NF 578-5 MARGARETEf AL DS 169z-11-119 vvl DD 1521-476 PLAT C 21" CEDAR ffrf /� r f' f`DFC f�irf iR5 fr 1 1 i Dir f I ' MJF' I I f 0f C DFS /1 7. i\t 11 DFC _ ` IRS ROAD IJA1NTE?IMCE AGRI EAFENT�; \` \ \ -O DFC 64ATCF€ DB 793-257, 274 PLAT \�` -p _C LINE DRWEMY__- 4AMD B &PLYNNEAW. SADE ��` €R5 1 OB 4378-522 PARCEL A -IAC DB 844-447, 450 PLAT ��j�t4R5i 40rs1 "P ved 6'trc- IRS POPLAR KIRKH€ GflE5&ASSOCIATES LAND SURVEYORS & PLAN TIERS 2.A EAST HiGH STREET CHARLOTTESVILLE,VR 22902 (034)296-5942 C:1,Surveys�2015' 2015-168 Fa6kpric FieW\2015-i68-02.6%c CURVE TAKE fl W L -_ a / r I C -A-' A�/ dh.GGrI r 7I'�� DB 2126-10p m _ IRF 26" MAPLE 16.50 DB 383-445 PLAT n DRAINFIELD SURVEY 2.00 ACRES r� I BEING A DIVI5:OH OF PARCEL 6 THE LANDS OF BARRY FARR & ANN HENRY DF . j LOCATED o -F STATE ROUTE R53 ABOLfF 2,9 m,,ES I .+ WEST OF IVY, ALBEMAKE CO11NV RGINIA 85.95 105.81 SAMUEL MILLER OTSTRICr�0 "SOS DECEMBER 15, 2015 /�� SCALE. r=.qj --v- j !Y %�l �(r LCC. NO, 1453 CONTOUR#NT`sRYAL=2` i `'] I• j It 2-/g-- /"�- PREPARED FOR: BARRY FARR & ANN NEWRY It 'f KIRKH€ GflE5&ASSOCIATES LAND SURVEYORS & PLAN TIERS 2.A EAST HiGH STREET CHARLOTTESVILLE,VR 22902 (034)296-5942 C:1,Surveys�2015' 2015-168 Fa6kpric FieW\2015-i68-02.6%c CURVE TAKE fl W L -_ a F TMP 579-C F r'I � 'a SUSAN I. ROSCOE p m DB 2126-10p m PARCEL C 16.50 DB 383-445 PLAT n NOTES: 1.) THEPROPOSED DRAiNFIEED SHOWN HEREON WAS FIELD ESTABLISHED BY $ELSE RIDGE SOIL CONSULTI%G, INC. ANO SURVEYED BY THE FIRM. LEGEND C=CONCRETE DB=DEED BOOK TPF=IRON PIPE FOUND IRF -IRON ROD FOUND €RS=IRON ROD SET R/W=RIGHT OF WAY RT.=ROUIE ST. =SATE TMP -'FAX MAP PARCEL IJP=0T1LITY PULE T:AUGER SOX =AUGER BORING DFC=DRAINFIELD CORNER wJ16 r6,q- NGLE RAi3NU5 ARC TANGE3IF CHORD T[:/sItING LENGTH Cl50754" FC24-1717'01" 52.27 31.97 16.50 N 24405'37" W 31.48 148.39 119.87 63.42 N 18'28'34° 111 116.64 932'05' 85.95 105.81 60.78 N 36'35'05" W 2925 LEGEND C=CONCRETE DB=DEED BOOK TPF=IRON PIPE FOUND IRF -IRON ROD FOUND €RS=IRON ROD SET R/W=RIGHT OF WAY RT.=ROUIE ST. =SATE TMP -'FAX MAP PARCEL IJP=0T1LITY PULE T:AUGER SOX =AUGER BORING DFC=DRAINFIELD CORNER wJ16 r6,q- System Specifications Page �of 164) VDH Use Only HDIN: Application Information. Name: Barry M. Farr Address: 3621 Glenaire Dr. Phone: (434) 977-1297 Charlottesville, VA 22961 Location Information Tax Map/GP1N #: 5 -FB -'3 Property Address: 1007 whispering Pines Lane, Charlottesville, VA 22901 Subdivision: Section: Block: Lot: Directions: From Charlottes iRe, take 250 West to Ivy, T!R on Rt. 6715 Tilman Dr., then 1st left on Allendale, then next left on Whispenag Pines Ln.; property is atthe end an the right, at #1007_ General Information Property Type (e.g. residential): Residential Number of Bedrooms: 3 Daily Flow: 450 gpd Conditions: Notes: Sewer Line Diameter: 4 in. Material: Sch. 40 PVC (or equivalent) Notes: Min- 1.25" fall per 10 feet of run Pretreatment Unit(s) Treatment Level: Septic Tank Effluent Septic Tank Capacity: goo gallons Number of Septic Tanks 1 Size of Septic Tank(s) 1.000 gallons Per the Sewage Handling and Disposal Regulations, check which option(s) chosen: N Septic tank with inspection port ❑ Septic tank with effluent filter ❑ Reduced maintenance septic tank Secondary treatment device(s), if applicable: N/A Notes- otes:Conve Conveyance ante Line Distribution Method and Header Lines Conveyance Method: Pump If pumping, include pump specifications sheet- Material: Sch.4GPVc Diameter: 2' Notes: Pressure -rated Sch. 40 PVC Distribution Method: Gravity distributon box No. of boxes: 1 No. of outlets: 6 (minimum) Surge or splitter box required: ❑ Yes ® No Header Line Material: Thi—il PVC or corrugated, linin. 1,500# Crush stmrgrh Percolation Lines/Absorption Area Dispersal Method (e.g. laterals, pad, mound): Laterals If using pressure dispersal (e.g. drip), include pressure dispersal specifications sheet. No. of lateralsipads: 4 Length of lateral(s)/pad(s): 75 ft. Width of laterals)/pad(s): 36 in. Center to center spacing: 10 ft. Installation depth: 36 in. Aggregate depth: 13 in. Size/Type of Aggregate: EZ FLOW Lateral/pad slope: 24 in. per 100 Reserve Area Provided: 100 % Notes: Please Note: EZ FLOW MUST BE USED FOR THIS SYSTEM; NOT GRAVEL a PIPE. This form contains personal information subject to disclosure under the Freedom of Information Act_ Revised 12/1/2014 Page of /o Design Calculations Tax Map 5713-13 Albemarle County, VA Design Basis ,c`( 1-15'16 A. Estimated Percolation Rate (Minutes per inch) _ der r—FS-I B. Trench bottom square feet Required per Bedroom (from Table 5.4) based on M'Gravity ❑ LPb ❑ other: C. Number of Bedrooms Area Calculations: D_ Length of Trench (ft-) 75 (70 for Reserve) E. Length of Available Area (ft.) 7a (72-75 in Reserve) F. Width of Trench (ft.) j� 7 G. Number of Trenches H. Center -to -center spacing (ft.) �a I, Width required (ft.) 33 J_ Width of available area (ft. 33 K_ Total square footage requ gq4 --W4+—• L- Square footage in design soa l� `1 s'61 M. is a reserve area required? yes fesn-\r,Gpfw,r aife,-c c>n drr4tt9l r, I � fQBE Pum, p Chamber Site in Gai(ahs: ) Gallons Haatfh Depanment 'j5i;caxon I~iitMbeF: Gallons Per Gvda��Gaitans :den --' Oravdown In Mcbes- 1®iric711-j-,Uite4 ;o ?aae 9 o iaxiTn ePu, Gv_ _ _ ae: Secands {Gallons Per Cycle s 21 GPM � r Type c-1 Pump SU'-O n,—lbje EiTluaf"t Pump capable DO GPM at Feet of Head. a,��eN11f�N/0,, The Pump Statin Tots_ to pro,iZe with a gels To,, auforraiicali; stariing and stopping She pump based on crater 3eve1• �a ••,.....,•• •e - he electrial rro€cr ^an tro; ?pier avid rrasfer di; nr:ect srvifch shaii be placed in a secure €-catiorf abrwe grade and r=_meta ��� ; • .•• �� trop the pun n s:sfion. Each motor ccrf;vE censer s`:alt be provided wife a rataacza'=.=. overrode s x':c'r.. -r .. 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