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HomeMy WebLinkAboutRequest for clarification Riddle, Rick L From:Randall, Mike Sent:Friday, February 13, 2015 9:50 AM To:'Tristan McMannis' Subject:Request for clarification Attachments:SW3150202 Wet Pond Checklist & Calculations.doc Tristan Pursuant to 15A NCAC 02H .1008 (e)(2) The discharge rate …… shall be such that the draw down to the permanent pool level occurs within five days, but not in less than two days. Please check your calculations. I came up with about a 6 hour draw down. The 8 inch diameter orifice is larger than I normally see. My calculations: Discharge Rate = Coda \[2 g Ho\] ^ 0.5 For a 8.0 inch diameter orifice r = 4.0 inches/12 inches/ft. = 0.333 ft. 2 2 A = 3.14 r= 3.14 (0.333) = 0.348 so Cd = 0.6 g = 32.2 Ho = (Temporary Pool Elevation-Permanent Pool Elevation) / 3 = (593.20-590.50)/3 = 2.7 Discharge Rate = 0.6 (0.348) \[(64.4) (2.7)\] ^ 0.5 = 2.753 cuffs 3 Water Quality Treatment Volume Provided: 58,539 ft 33 (58,539 ft/2.7 ft/sec) / 86,200 seconds/day =0.25 days Also, although not required by DENR rules, in order to function properly DENR recommends the permanent pool elevation be within 6 inches (plus or minus) of the SHWT elevation. Can you confirm the SHWT is within 6 inches of the Permanent Pool Elevation (590.50)? Otherwise you may end up lining the pond which can be expensive. Mike Randall Stormwater Permitting Program NC Division of Energy, Mineral and Land Resources (DEMLR) 1617 Mail Service Center Raleigh, NC 27699-1617 Office: 919-807-6374 Cell: 919-389-7801 Email correspondence to and from this address may be subject to public records laws 1 From: Tristan McMannis \[mailto:tmcmannis@espassociates.com\] Sent: Wednesday, February 11, 2015 5:24 PM To: Randall, Mike Subject: Deeds for Amber Meadow Hi Mike, We sent the Amber Meadow subdivision in for review the other day, and in the transmittal I mentioned the deeds would be sent under separate cover with the Joinder agreement. Attached you will find PDFs of the deeds, and the joinder agreements from Longview South. Let me know if you have any questions or require any additional information. Thanks for your time. Best regards, Tristan McMannis, RLA, ASLA, LEED® AP BD+C engineering · surveying · planning 3475 Lakemont Blvd. Fort Mill, SC 29708 www.espassociates.com (803) 802-2440 (Phone) (803) 835-0918 (Direct) (704) 621-5735 (Mobile) (803) 802-2515 (Fax) The information contained in this e-mail message is confidential and may be legally privileged and is intended only for the use of the individual or entity named above. If you are not an intended recipient or if you have received this message in error, you are hereby notified that any dissemination, distribution or copy of this e-mail is strictly prohibited. If you have received this e-mail in error, please immediately notify us by return e-mail or telephone if the sender's phone number is listed above, then promptly and permanently delete this message. Please note that any attached electronic files are furnished for your information only. This should be considered as an interim work product and is subject to continued modification and revision. This is not a construction document. Construction documents with the appropriate seal, signed and dated, can be provided if necessary. Any use of this electronic file including modification, insertion, or appendage to other documents is at the user's risk. Any reproduction or distribution of this information requires written authorization from ESP Associates, P.A. The information contained in this e-mail message is confidential and may be legally privileged and is intended only for the use of the individual or entity named above. If you are not an intended recipient or if you have received this message in error, you are hereby notified that any dissemination, distribution or copy of this e-mail is strictly prohibited. If you have received this e-mail in error, please immediately notify us by return e-mail or telephone if the sender's phone number is listed above, then promptly and permanently delete this message. Please note that any attached electronic files are furnished for your information only. This should be considered as an interim work product and is subject to continued modification and revision. This is not a construction document. Construction documents with the appropriate seal, signed and dated, can be provided if necessary. Any use of this electronic file including modification, insertion, or appendage to other documents is at the user's risk. Any reproduction or distribution of this information requires written authorization from ESP Associates, P.A. 2