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Home My WebLink AboutWPO201800033 Correspondence 2018-11-28 David James From: tmiller@meridianwbe.com Sent: Wednesday, November 28, 2018 4:19 PM To: Frank Pohl Cc: David James; 'Donnie Foster' Subject: RE: Planning Application Review for WPO201500083 Earlysville Business Park - VSMP. Frank, We had to push one side of the basin out 5' to get the routing calculations to work. Should be submitting revised plans and calculations later this week. Thanks, Timothy Miller, P.E., L.S. Principal 434-882-0121 www.meridianwbe.com Meridian Planning Group From: Frank Pohl<fpohl@albemarle.org> Sent:Wednesday, November 28, 2018 8:47 AM To:tmiller@meridianwbe.com Cc: David James<djames@albemarle.org>; 'Donnie Foster' <dffosterwell@icloud.com> Subject: RE: Planning Application Review for WPO201500083 Earlysville Business Park-VSMP. Tim, Not sure if I already followed up on this, but have you submitted these items yet? We are waiting for these before we can move forward with the bond release. - Revise the title to include "AS-BUILT DRAWINGS" (Sheet C-400). eoscmcnts. - Revise and submit stormwater routing calculations to show as-built conditions comply with the design. Thanks, Frank V. Pohl, PE, CFM County Engineer 401 McIntire Road 1 Charlottesville,VA 22902 . 434-296-5832 (ext. 7914) From: Frank Pohl Sent:Tuesday, October 30, 2018 1:53 PM To: 'tmiller@meridianwbe.com' <tmiller@meridianwbe.com> Cc: David James<diames@albemarle.org>; 'Donnie Foster' <dffosterwell@icloud.com> Subject: RE: Planning Application Review for WPO201500083 Earlysville Business Park-VSMP. Tim, I recall we discussed this now.You can scratch comment 2 off my list. Thanks, Frank Frank V. Pohl, PE, CFM County Engineer 401 McIntire Road Charlottesville,VA 22902 434-296-5832 (ext. 7914) From:tmiller@meridianwbe.com <tmiller@meridianwbe.com> Sent:Tuesday, October 30, 2018 12:19 PM To: Frank Pohl <fpohl@albemarle.org> Cc: David James<diames@albemarle.org>; 'Donnie Foster' <dffosterwell@icloud.com> Subject: RE: Planning Application Review for WPO201500083 Earlysville Business Park-VSMP. Frank, I will get the stormwater routing calculations to you. The easements for this basin and the proposed Lot 2 basin are included on the subdivision plat that I submitted for review. Donnie has posted the bond for the Lot 2 site plans. I was hoping the Lot 2 bond could be used for the easements on this basin so they could all be recorded at the same time. Let me know if that will work. Thanks, Timothy Miller, P.E., L.S. Principal 434-882-0121 www.meridianwbe.com Meridian Planning Group 2 From: Frank Pohl<fpohl@albemarle.org> Sent:Tuesday, October 30, 2018 10:49 AM To:tmiller@meridianwbe.com Cc: David James<djames@albemarle.org> Subject: Planning Application Review for WPO201500083 Earlysville Business Park-VSMP. Tim, I've reviewed the bond release request(including as-built drawings) and have the following comments: Revise the title to include "AS-BUILT DRAWINGS" (Sheet C-400). V - Renamed all "new" easements to "existing" and add the Deed Book and Page number for the recorded easements. - Revise and submit stormwater routing calculations to show as-built conditions comply with the design. Please submit two copies of the plans again once corrections are made. Thanks, Frank S C C _ Pq,, The Review for the following application has been completed: Application Number=WPO201500083 ibC.44---eA Reviewer= Frank Pohl Review Status= Requested Changes Completed Date= 10/30/2018 This email was sent from County View Production. 3 " COUNTY OF ALBEMARLE (4 PO 2,o is Do D$3 0ay=1,, Department of Community Development .:`a� �TM Q(s) Construction Record Drawings (As-built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A:.A signed and dated professional seal of the preparing engineer or surveyor. B.The name and address of the firm and individual preparing the drawings on the title sheet. 'he constructed location of all items associated with each facility, and the inspection records to verify proper dimensions,materials and installation. The items include,but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. I. Updated Location with geo-coordinates of all facilities. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom.1Surveys should verify pond volumes are per design'Corrections may be required for alterations from the design. 6. Plants,location and type. 0 Plans and profiles for all culverts,Pipes,Risers,Weirs and Drainage Structures-Display the installed type of drainage structures, culvert/pipe size, weirs, materials,inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations:For significant deviations from design,provide sealed computations verifying that the as-built condition is equivalent or better than design. ODitch Lines-Display the constructed location of all ditch lines and channels, including typical sections and linings.. �i asements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail,fences or other safety provisions-Display the constructed location of all safety provisions; fences,guardrail,including the type, length and applied end treatments,compared to design. 12.Material layers—biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads—show location of access roads, surface treatment, drainage,etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15.Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. SUB201800040—Drillers Lane Subdivision - Final Subdivision Plat TMPs: 031000000010A0, 03100000001900, 031000000019A0, 031000000021A0, 031000000021B0 Engineering comments (David James): 1. Show'SWM facility easement'for the SWM facilities.The proposed facility is still under review(WP02018-33).See sketch below—(Blue highlighter shows public drainage easement/ Red hatch shows SWM facility easement). RESIDUE OF TMP 0310'.00.00.O21D0 TMP 03100-03-00-021A0 OF.LLC 35RFAS FORD ROAF) 4F,1.1.0 DR 1804 PC ZONED RAC �,� DR 1804 PG 200 DB379PG2.2'3PLAT +�'')I+ 11111.1' ZONED-LI 1 III FkwE RI .� RIM I ` �n�8 1• R �mEeaenan: Nov 29FLdc 6+1,ngp I 1 E19. -- E9'''''w"I 5 M RA,.I.l,y I jLOT 1Illr ` =�Se.*Alt t SHOP WRAC{ t393ACRF5 r - I J B.aL.'.'rG OFFICE 44 'New Attu OWING + i PARiWGA4FA ill LOT Nar20 R,bG pralxy)t 1387 ACRES fi� the i Eweew3u �� PnbF arxµ ,. 4 - 1 A Ems' �\ "Re kook, �It"MJ A[ yS f Nax 2$'..4�ti Xj8 WwVxwNe MD PLMC Cramp End „- DAP0310040 0021C0 / T OF.LLC MP 0311Yu[7 0 I1'21K0 na 18111 WI 11(1 2. Show SWF access easement(DSM). 3. Sheet 1—Provide date of survey for note#1. 4. Sheet 2—Area A&Area B portion of 31-21A is indicated, but not clear about the boundary line; Show the perimeter of areas A& B. 5. Show the new boundary lines for TMP 31-21A and 31-21B. 6. Sign &date seal.