Loading...
HomeMy WebLinkAboutSW6220506_Response To Comments_20220914jnobles@Ikanda.com To: Farkas, Jim J Subject: RE: SW6220506 Williford Cove Jeffrey Nobles, PE Larry King & Associates, RLS, PA This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this email in error please notify the system manager. This message contains confidential information and is intended only for the individual named. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this a mail by mistake and delete this e-mail from your system. If you are not the intended recipient you are notified that disclosing, copying, distributing or taking any action in reliance on the contents of this information is strictly prohibited. From: Farkas, Jim J <Jim.Farkas@ncdenr.gov> Sent: Wednesday, August 24, 2022 3:25 PM To: jnobles@lkanda.com Cc: rebeccatreadaway@hufffamilyoffice.com Subject: RE: SW6220506 Williford Cove Jeffrey, I was looking over the information you provided on 5/31/22. Everything looks good except for a few small issues: Please correct the following: - General: o Please provide a source for the 10-year design storm intensity (i) values used. If you are using times of concentration greater than 5 minutes, please also provided calculations for the times of concentration used. All 1U ycai ,LVI III LOILUIdLIUIIb UJC d , 111111ULe tune of concentrdtion (i=i.y2 in/hr). 25 year storm ..culations use a 5 minute time of concentration (i=8.88 in/hr). o The calculations for ditches 7 & 8 are missing from the calculation booklet. o The actual velocity for ditch 20 (2.21 fps) is greater than the allowable velocity for ditch 20 (2.00 fps). Per our email conversation, the max velocity for Ditch 20 was mis-labeled as max velocity of 2 fps. Ditch 20 has been corrected to 5 fps max velocity. Application, Section IV,10: Revised Page 3 included with resubmittal o Please exclude the surface water area (0.56 ac) from the "Total Drainage Area" and "On -site Drainage Area" items of this table. Removed o Please recalculate the "% Impervious Area" item (per the prior comment). Updated Supplement-EZ Form: Revised Supplement-EZ form included with resubmittal o Cover Page: ■ Line 2 — Please exclude the surface water area (0.56 ac) from this item. :orrected o Drainage Area Page: ■ Line 5 —Please exclude the surface water area (0.56 ac) from this item.:orrected ■ Line 12 — Please list the type(s) of BUA that comprise the BUA not on subdivided lots (per the Application, the 151,310 sf of BUA not on subdivided lots is all roadway). yes, all roadway. Added to Line 12 for clarification. ■ Line 18 — Please recalculate (if needed). Recalculated, but the rounding by the spreadsheet does not reflect a change ■ Line 19 — This item is not needed. Removed. o Low -Density Page: ■ Line 4 — Please elaborate in the additional information section (Line 15). For example, you can say that the side slopes are 3:1 or flatter or you can list the different side slope configurations that are used (and the corresponding swales). 4ote added. . ■ Line 5 — Per the provided calculations, the maximum velocity in the vegetated conveyances during the 10-year design storm is 2.21 fps (Ditch 20). This item is asking for the maximum actual velocity, not the maximum allowable velocity. Cl Uur C111au LUffifCibaLIU11, the nldX velocity for Ditch 20 was mis-labeled as max velocit, of 2 fps. Ditch 20 has been corrected to 5 fps max velocity. Swales 21 & 12 have been updated to reflect a max velocity of 2 fps since they dicrharge into wetlanric ■ Swale 20 — As noted above, the actual velocity for ditch 20 (2.21 fps) is greater than the allowable velocity for ditch 20 (2.00 fps). See comment above. Please note, Future Development Lots A & B are only allocated 5,000 sf of BUA, if you would like to increase the amount of BUA that these lots are allocated, you will need to revise the deed restriction document (a new original signed hard copy would need to be provided). Please provide the following: - 1x hard copy & 1x electronic copy of the revised pages of the calculations. - 1x hard copy & 1x electronic copy of the revised pages of the Application. - 1x hard copy & 1x electronic copy of the revised pages of the Supplement-EZ Form. - 1x hard copy (2x hard copies for plan sheets) & 1x electronic copy of anything else needed to address these comments. Hard copies should be mailed to me at the following address: For FedEx/UPS: Jim Farkas 512 N. Salisbury Street, Office 640M Raleigh, NC 27604 For USPS: Jim Farkas 1612 Mail Service Center Raleigh, NC 27699-1612 Hand Delivery: Please reach out to me prior to hand delivering a submission to make sure that 1 (or someone else in my group) will be able to receive the submission. Do not leave the package in the foyer with the security guard. NOTE: Hard copies should not be sent to a Regional Office. Doing so will delay the review process and the submission package may be lost while being sent from the Regional Office to me in the Central Office. Electronic copies should be uploaded at the following location: https:Hedocs.deg.nc.gov/Forms/SW-Supplemental-Upload Since these are really minor things, once I get the hard copies, anything else that may have changed from addressing these issues, and the documents are uploaded to Laserfiche (Provided everything is still in order), we can issue the permit without doing another formal review. Let me know if you have any questions.