Loading...
HomeMy WebLinkAboutSUB201500023 Review Comments 2015-05-21 (2) Johnathan Newberry From: Davis, Travis (VDH) <Travis.Davis©vdh.virginia.gov> Sent: Thursday, May 21, 2015 11:04 AM To: Johnathan Newberry Subject: RE: Evans division -SUB20150023 Attachments: EvansResidue.rtf The consultant modified the septic design to fit the area that was surveyed,everything looks fine. Attached is a copy of the revision, I included this in the paperwork that is coming back to you. Travis T. Davis Environmental Health Spec.Senior Thomas Jefferson Health District P:434-972-6270 F:434-972-4310 From: Johnathan Newberry [mailto:jnewberry@albemarle.org] Sent: Tuesday, April 28, 2015 5:36 PM To: Davis,Travis (VDH) Subject: RE: Evans division - SUB20150023 Thanks,Travis. I will pass this info along to the applicant. From: Davis,Travis (VDH) [mailto:Travis.DavisCavdh.virginia.gov] Sent:Tuesday, April 28, 2015 9:04 AM To: Johnathan Newberry Subject: Evans division - SUB20150023 Morning JT, We received the subdivision proposal for Carl Evans property on March 30th. I have reviewed that paperwork but cannot approve it at this time. The proposed drainfield area for the residue parcel needs to be modified. I have contacted the soil consultant and to let him know, not sure when he is planning to submit revised plans. If the revisions are satisfactory I will include a copy with the approval letter. Travis T. Davis Environmental Health Spec.Senior Thomas Jefferson Health District P:434-972-6270 F:434-972-4310 1 Aire, oil, &Water Environmental, LLC Sb8 iMavn{_'rock Lam: V ir,nnia 1S')4 Carl R.Evans Page 3 of 5 T.M.#132-11 Residue Parcel Albemarle County,Virginia Site Evaluation: Date of evaluation:03 February 2015 Well: IIIC Slope: 13% Position in landscape: shoulder Depth to seasonal water table:none Texture group: III Free water present:none Estimated perc rate: 65 mpi Depth to rock/impervious strata:45"in Hole 3 Abbreviated Design: Site will utilize an Aqua Safe AS 600 aerobic treatment unit and shallow placed drip disposal. Projected daily flow:450 gpd(3BR) Conversion factor:0.68 Area calculations: (150)/(0.68)(3BR)(3) = 1985 sq.ft. Area Increase: (1985 sq.ft.)(1.17)=2323 sq.ft. Total area required:2323 sq.ft. Reserve area available: 100% Total available area: 7700 sq.ft.+ Installation depth: 12 Soil Profile Descriptions Hole Horizon Depth(inches) Color/Texture Texture Group 1 A 0- 1 7.5yr 3/2 dark brown loam IIb BA 1 -8 5yr 4/4 reddish brown loam IIb B 8-43 2.5yr 4/4 reddish brown clay loam III BC 43 -48 mixed 2.5yr 4/4 reddish brown and 5yr 4/6 yellowish red clay loam III 2 A 0- 1 7.5yr 3/2 dark brown loam IIb BA 1 -9 5yr 4/4 reddish brown loam IIb B 9-41 2.5yr 4/4 reddish brown clay loam III BC 41 -48 mixed 2.5yr 4/4 reddish brown and 5yr 4/6 yellowish red clay loam III 3 A 0- 1 7.5yr 3/2 dark brown loam IIb BA 1 -8 5yr 4/4 reddish brown loam IIb B 8-37 2.5yr 4/4 reddish brown clay loam III BC 37-45 mixed 2.5yr 4/4 reddish brown and 5yr 4/6 yellowish red clay loam III auger refusal at 45" Roger C.Nelson,Onsite Soil Evaluator# 1940001320,434.221.9000 Johnathan Newberry From: Johnathan Newberry Sent: Tuesday, March 31, 2015 4:02 PM To: 'Seale, Dennis L. (VDOT)' Cc: landcraft @embargmail.com Subject: RE: Comments on Carl Evan's plat(SUB201500023 Great. Thanks, Dennis. From: Seale, Dennis L. (VDOT) [mailto:Dennis.Seale(a VDOT.Virginia.gov] Sent: Tuesday, March 31, 2015 3:45 PM To: Johnathan Newberry Cc: IandcraftC)embargmail.com Subject: FW: Comments on Carl Evan's plat (SUB201500023 Good Afternoon J.T., I have reviewed the attached plats and reviewed the entrance locations in the field.TMP 132-10 and TMP-132-11 will be served by the existing entrance and is approved for continued use. Parcel B will use a new approved entrance location as marked on the plat and will require a permit prior to working and constructing this new entrance in the right of way. If you should have any questions or concerns please let me know. Thanks, Dennis Seale Engineering Specialist VDOT Charlottesville Residency 434-531-2877 From: Virginia Landcraft [mailto:landcraft(aembargmail.com] Sent: Thursday, March 26, 2015 8:00 PM To: Seale, Dennis L. (VDOT) Subject: Fwd: Comments on Carl Evan's plat(SUB201500023 Hello Dennis, Hope you have been well. We spoke some time back about a property on Howardsville Turnpike owned by Carl Evans, who wishes to divide it. It is beside Tommy Payne's place.You had said you had been to the site and would approve an entrance (on a new parcel) and Carl's existing entrance would suffice to serve the residue as well as Carl's house. I know its been some time back. The soils work has taken a while. I've submitted a division plat to Albemarle County and they have commented. The comments are below and#3 pertains to you. I was hoping you may be able to help me satisfy that comment. Attached is a copy of my sumitted plat. I'm available most day hours at 434-293-2583 if you have questions. I'll call you as well. Thanks Dennis 1 Dave Linke Virginia Landcraft, LLC Land Surveying PO Box 148 North Garden, VA 22959 434-293-2583 From: "Johnathan Newberry" <inewberry analbemarle.org> To: "Virginia Landcraft" <landcraft@embargmail.com> Sent: Wednesday, March 25, 2015 12:06:51 PM Subject: Comments on Carl Evan's plat (SUB201500023 Hi Dave, I recall us speaking on the phone briefly about Mr. Evans a while back, but I feel like I meant to write down a note about it yet never did. I think you were just giving me a heads up to lookout for the soils information, but please let me know if I've somehow totally forgotten something about this application. Here are some minor comments for this plat: 1. [Section 14-302(A)(10)] On Sheet 1, please revise Note 6 to indicate that the residue of Parcel 11 is retaining 2 development rights and may be further divided. 2. [Section 14-309 and 310] Please provide soils information to be forwarded to the Health Department for review. 3. [Section 14-316] Please forward any correspondence you've had with Dennis Seale to document VDOT approval of the entrances. Thanks, J.T. Newberry Planner County of Albemarle, Planning Division 434-296-5832, ext. 3270 2