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Home My WebLink AboutSUB201500130 Approval - Agencies 2015-10-06 (2) � r{d Li 1r1�n. ^„r1 rt�"A'. COMMONWEALTH of VIRGINIA In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE State Department of Health FLE CO NA COUNTY RDSVI LE) 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 October 6,2015 Rachel Falkenstein County of Albemarle Department of Community Development 401 McIntire Road Charlottesville,Virginia 22902-4596 RE: Review of Proposed Boundary Line Adjustment and attached Soils Information for Individual Onsite Sewage Systems for Tax Map 27 Parcel 5 and Tax Map 27 Parcel 5-A located in Albemarle County,Virginia. Dear Ms. Falkenstein: On August 25,2015,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: Steve Gooch OSE#1940001418. 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, „s,„ Travis T. Davis,OSE Environmental Health Specialist, Sr. Soils Study for Reserve Drain Field Site Tax Map 27-5 Albemarle County SUB 2015-130 Prepared for: Jeff Walton 4579 Doylesville Road Crozet, VA 22932 Prepared by: Steve Gooch Consulting Geologist, Inc. 703 Oliver Creek Road Troy, Virginia 22974 August 24, 2015 Page 1 of 5 OSE/PE Report for: Construction Permit 1 1 Certification Letter 11 Subdivision Approval Property Location: 911 Address: 4565 Doylesville Road City: Crozet Lot Section Subdivision GPIN or Tax Map# 27'5 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Jeff Walton Street: 4579 Doylesville Road City:Crozet State VA Zip Code 22932 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# Nom, Address City State Zip Code Date of Report 8/24/15 Date of Revision#1 OSE/PE Job# Date of Revision#2 Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.) OSE Cover Page Abbreviated Design Form Soil Profile Sheet Survey Plat Soil Information Summary Sheet Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VAC5-630)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. I• 1 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 54.1-402.11 I recommend that a(select one): construction pennit❑ certification letter subdivision approval Is be(select one)issued Q denied❑. OSE/PE Signature �& �� Date 71 2`//(�( Pubicr-5 Soil Profile Reserve Drain Field Tax Map 27-5 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-8 EB Brown(7.5YR 5/3) sandy clay loam, friable 2 8-33 Bt Red(2.5YR 5/8) silty clay loam, firm 3 33-54 CB Yellowish red(5YR 5/8) sandy clay loam, friable,red 3 (2.5YR 5/8) silty clay loam, firm 54-120 C Yellowish brown(10YR 5/8) sandy clay loam, friable 2 2 0-3 A Grayish brown(10YR 5/2) sandy loam, friable 2 3-10 EB Brown(7.5YR 5/3) sandy clay loam, friable 2 10-40 Bt Red(2.5YR 5/8) silty clay loam, firm 3 40-64 CB Yellowish red(5YR 5/8) sandy clay loam, friable,red 3 (2.5YR 5/8) silty clay loam, firm 64-120 C Strong brown(7.5YR 5/8) sandy clay loam, friable 2 3 0-3 A Grayish brown(10YR 5/2) sandy loam, friable 2 3-8 EB Brown(7.5YR 5/3) sandy clay loam, friable 2 8-38 Bt Red(2.5YR 5/8) silty clay loam, firm 3 38-56 BC Red (2.5YR 5/8) silty clay loam, yellowish red (5YR 5/8) 3 sandy clay loam, firm 56-70 CB Reddish yellow(7.SYR 6/8) silty clay loam,red 3 (2.5YR 5/8)clay loam,white (10YR 8/1)feldspar, firm 70-120 C Yellowish brown(10YR 5/8) sandy clay loam, friable 2 4 0-3 A Grayish brown(10YR 5/2) sandy loam, friable 2 3-9 EB Brown(7.5YR 5/3) sandy clay loam, friable 2 9-40 Bt Red (2.5YR 5/8) silty clay loam, firm 3 40-120 BC Red(2.5YR 5/8) silty clay loam, yellowish red (5YR 5/8) 3 sandy clay loam, firm 5 0-4 A Grayish brown (10YR 5/2) sandy loam, friable 2 4-14 EB Brown(7.5YR 5/3) sandy clay loam, friable 2 14-38 Bt Red(2.5YR 5/8)silty clay loam, firm 3 38-57 B2 Light red(2.SYR 6/8) clay loam, friable 3 57-120 C Yellowish brown (10YR 5/8) sandy clay loam, friable 2 Page 3 of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 8/24/15 Submitted to Albemarle County Health Department Applicant Jeff Walton Telephone Number (434) 960-6303 Address 4579 Doylesville Road Craozet, VA 22932 Owner Charlotte and Cecil Gibson Address 4565 Doylesville Road Crozet, VA 22932 Location 4565 Doylesville Road Tax Map 27-5 Subdivision Block/Section Lot SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? X Yes No Describe shoulder 2. Slope 16 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table(gray mottling or gray color) X No Yes inches 5. Free water present X No Yes range in inches N,.-6. Soil percolation rate estimated X Yes Texture group I II ® IV No Estimated rate ,85'/75'. min/inch 7. Permeability test performed Yes lb X No til If yes, note type of test performed and attach X Site Approved: Drainfield to be placed at 72" depth at site designated on permit. Site Disapproved: Reasons 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 seansonal water table. 4. Rates of absorption too slow. 5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. Proposed system too close to well. 7. Other Specify (attach additional pages if necessary) Abbreviated Design Form This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system designs and when applying for a certification letter or subdivision approval. This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, 041y the reserve area(check one)for TM 27-5 . Design Basis Total length of available area: 80' Total width of available area: 40' Estimated Perc.Rate: 75 at 72" in. (depth) Number of bedrooms(or GPD): 2 1 2 Conveyance Method : Gravity Distribution method (specify): Gravity 3c Dispersal system basis GMP 118A LGMI required? No (Yes/No) Effluent quality required: _Secondary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 255 Total trench bottom area required: 1020 Area Calculations Number of trenches 5 Length of trenches: 80' Width of trenches: 3' Center to center spacing: 9' Reserve required?_This is reserve_ Percent reserve area required: 200 Total width of absorption area required 39' Total trench bottom area provided: 1200 The required width is calculated by multiplying the center-to-center spacing by one less than the number of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform across the length of the site the trenches will need to flare apart on one end to maintain contour. When this occurs it is necessary to use a center-to-center spacing that accounts for the flair or the installer will not be able to fit the system within the approved area. It is perfectly acceptable to have more area available,especially up and down the slope,than is required. Page of AOSE Form E Revised July 18,2007 r c_:Fco 0 D "o -� co o o� ° D m - rmOMM -,or � m0 ' NO m -n 'nco = n "Ti Z . "0 � CD o � D a3 11 o * m _j x � o 0 Z m D �.-. C7 D PLAT NORTH - D.B. 2001,P. 44 ✓ 0D o O D � = o opot"�1 � = mu) N z rr � Q30 -1Z � � co < mrrr) mro pip pDi — ° n co 2 -53 m -c D N rn N -< � � � z = rn �l o m rn • r N (? U J -r M '7r \r67-1 < 2 D Z W r- rn Cxir -00 -I 0) m 0 QDQG� r*1 D c N p z rr° pp � c� x N � Z � p "< co rn 0 m Z -Ti o o cn O 0 ti, W r rn r (.P... + N ON W WO co co o z Cr al O O ii- _°O m o r un -i m Z1 oJ2m o � �� 0 M mr oo r i —1 C x C < " 0 �] ' r Co o co--0 oo0 mv) _ .u).-3 o z� r- r.D mp a ' .- m mm DODO m ODOC . -` „q; wC zoN-i 0 Rl -I zAj m-Dr 0 -� -i -p CO `� o�N �cnom z � � Drncr o - =moXDz D N. XgO CI) ° rc- -„I {Q g..° z m N w m n �ti' I o0 0 "r1 C i zm nDZ 70 Qorm - � � _ O m n �` N N 0 ..•<� OD D " 30N33 j, W CD J? H �_ N co o -I (0o _ I � Z � O z mNg -io m rn o i-n �n rn z Om r D CO 0 0 p O r µ 0 n • ' 0 l p � C D m �X--iID �O 0 •OZ z * ° CO o z° 0 m u,z w -,i 0 pR A ,::; - , O D r z _ z 2 C*O x 0 0 D pi., Olp° 7� `= 1:1:1',, n 3 < 0 z o °m=x o r Fj��VgTF d' 3O\.\ - mg D r \, p p l ufirnocn z Cn-ipr 0 � co �gSFMFNj Cb � 0zm m rno .. Iv z m o m c� C X "O \ T c„o - o 'i g o 0 z Qm� m D N 1�i �� A• YE > 0 0DO DO - `` �- Gip O (A U4 O N N d .A m co 8° YL FS`V -- '� _ - r• n o v, . ° - �` C ?I N --IM-Z- °o �� (Poo' ` -\• Co v ;d �C c D 0 o R z o , ,.. Snrri*2 A] cnw °(r "T04- E. b c ,-I C) 71 W.pUw o 0 m=m ow-:`'N) O 0 D o 01 O,ArnOW T3. F W ;{rnD N N �0 o CO 2 c0 = cD p Existing Septic System Tax Map 27-5A There is an existing septic system w/100% reserve area currently on TM 27-5A (see Health Department Permit ID# 101-01-0340). The boundary line adjustment with TM 27-5 does not impact the drain field or reserve area on TM 27-5A. • Water Supply and/or Sewage Disposal System Construction Permit Page 1 of.3 Commonwealth of Virginia ' Health Department Department of Health Identification Number:. 101-01-0340 ALBEMARLE CO.HEALTH DEPARTMENT �- Tax Map Number: 27.544_.. General Information BP#:2001444 SF Water Supply System: NEW Sewage Disposal System: NEW Based on the application for a sewage disposal system construction permit filed in accordance with Section 2.13 E.of the Sewage Handling and Disposal Regulations and/or Section 2.13 of the Private Well Regulations a construction permit is hereby issued to: Owner: JEFF&ROBIN WALTON Telephone: 804-823-1679 Agent: HANOVER QUALITY HOMES Address:4950 SUGAR HOLLOW ROAD,CROZET,VA 22932 For a Type I Sewage Disposal System or Well to be constructed on/at DOYLESVILLE ROAD Sec/Bk Lot Actual or estimated water use 450 gpd- 3 bedrooms • DESIGN NOTES: SEWAGE DISPOSAL SYSTEM INSPECTION RESULTS Water supply,TO BE INSTALLED I Water supply location:Satisfactory yes no I GROUT '3o CAP C t''t- — To be installed: CLASS:IIIC I CASED:20 feet GROUTED:20 feet I EHS DATE t-28--0/ Building Sewcr. I.D.PVC Schedule 40, I Building Sewer. Satisfactory yes_no_ or equivalent.Slope 1.25"per 1011(min.) Other I'EHS 1 !f DATE 1/ii l f Septic Tank:Capacity:900 Gals.(min.) I Pretreatment unit: Satisfactory ye ,1no__ Other I EHS DATE 7(1!/D Inlet-outlet structure:PVC Schedule 40, I Inlet-outlet structure:Satisfactory ye -no_ 4"tees or equivalent. Other I EHS �/ DATE kr/JI 'Pump and pump station: I Pump&pump station: Satisfactory yes no NO I EHS DATE Gravity mains: 3"or larger l.D..min.6" I Conveyance method: Satisfactory yessno_ fall per 100 ft..1500 lb.crush strength or equivalent. Other I EHS r 1 t DATE . • Distribution Box: Precast concrete I Distribution box: Satisfactory yesno_ with 5 ports. Other - • I EHS /Iii DATE 7/4/ Header lines: Material:4"I.D. 1500 lb. I Header lines: Satisfactory ye ,no_ crush strength plastic or equivalent from distribution box to 2 ft into absorption trench.Slope 2"min. Other I EHS f r/G DATE 7///k • Percolation lines: Gravity 4"plastic I Percolation lines: Satisfactory yes no 1000 lb.per foot bearing load or equiv. slope 2"-4"(min.max.)per 100ft Other I EHS Lk DATE //` ai Absorption trenches: I Absorption trenches: Satisfactory y no Sq R.required: 1200 depth from I —` ground surface to bottom of trench 48": q aggregate size .5-.5-I.5": I EHS DATE Fizz- Trench u ' bottom slope 2-4"/I00 ft � ."� i center to center spacing 09 FT; 1 Date $-21-Q/ Approved by: Trench width 36"Depth of aggregate 13": / / Trench length 100 ft: I �yv, Number of trenches 4: • I Environmental Health Specialists • `.• CHS202A Page Number of 3 Health Department 101.01-0340 Identification Number Schematic drawing of sewage disposal arid/or water supply system and topographic features. ,�,.• Show the lot Ones of the bulking site.sastcti of property showing any topographic features when may mad on the design of the Wee or sewage disposal system.including existing and/or proposed situates and sewage disposal systems and well wtpdn 200 feet The schematic drawing of the wet vie or area aridlor sewage disposal system shill straw sewer fines.pretreatment unit.pump station,conveyance system,and subsurface son absorption system,reserve area,etc.vlhen a nonpublic drinking woo supply Is to be perntited,show al sources of Ppllution within 20D feet• 0 The information required abate has been drawn on the attached copy of the sketch submitted with the application. • \ - - . 1 „ �'�_ 100'stream boundary i t / • 100° reserve area `•, --r+J * 4 /e 28-1 � ` ` • . 9% ope ,, • . Stiei minimum Class Ill C Well 1( �/ • 20'casing j1 \ , -,4".... 20'grout / House Site �\ NOTE:Locate u dergound \ utilities prior to frilling. / . 180' 122' 1000 gal.septic r nk • 4 drainlines:100 long, (: - \ 160' A 3'wide,4'deep, an trG»s t centers,install •n Contour.. R • 62' :,, `� 35' • `' 121 iS welt area / -- — ___�^ existing road This sewage disposal system and/or water supply is to be constructed as specified by this permit. This sewage disposal system and/or well construction permit is null and void if(a)conditions are changed from those shown on the application(b)conditions are changed from those shown on the construction permit. No part of any Installation shall be covered or used until inspected,corrections made if necessary,and approved,by the local health department or unless expressly authorized by the local health dept. Any part of any installation which has been covered prior to approval shall be uncovered,if necessary,upon the direction of the Department. Date: c" 3/- / Issued by: "'''("9 This Construction y Permit Valid until Environmental Health pecialist '1' Date: Reviewed by: • II —5/-02- , Environmental Health Supervisor. , •