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HomeMy WebLinkAboutNC0023884_Correspondence_19930427SALISBURY NORTH CAROLINA April 27, 1993 Mr. Steve W. Tedder, Chief Water Quality Section Division of Environmental Management P. 0. Box 29535 Raleigh, North Carolina 27626-0585 Subject: Permit Renewal Applications for Grant Creek and Town Creek Regional Wastewater Treatment Plants Permit Application for Proposed Yadkin River Regional Wastewater Treatment Plant P&W Project No. 0330 Dear Mr. Tedder: This is to confirm our discussion of April 22, 1993, relative to renewal applications for permits for the City of Salisbury's Grant Creek and Town Creek Regional Wastewater Treatment Plants and an application for a permit for a proposed plant to be located on the Yadkin River. It is our understanding that you will proceed with the processing of the Grant Creek NPDES permit NC-0023884 and Town Creek NPDES permit NC-0023892, but will not continue to work on,a permit for the proposed Yadkin River Regional Plant until requested by the City at a later date. We appreciate the opportunity to discuss plans for present and future wastewater facilities at Salisbury. If there are questions concerning our understanding, please let inc know. Sincerely, W.T� David W. Treme City Manager DT:sph pc: Peirson & Whitman John C. Vest Barrett Lasater Betsy Johnson Charles Lowe Richard Bridgeman, Mooresville, N.C. THE CITY OF SALISBURY, NORTH CAROLINA L a ILO SALISBURY NORTH CAROLINA at April 27, 1993 Mr. Steve W. Tedder, Chief Water Quality Section Division of Environmental Management P. 0. Box 29535 Raleigh, North Carolina 27626-0585 Subject: Plans for Wastewater Discharge into the Yadkin River from Grant Creek Regional Wastewater Treatment Plant and Town Creek Regional Wastewater Treatment Plant P&W Project No. 0330 Dear Mr. Tedder: In reference to our meeting with representatives from the City of Salisbury and the Water Quality Section on April 22, 1993, to discuss plans for the discharge of effluent from the Grant Creek and Town Creek wastewater treatment plants, it is our understanding the same effluent .limits that are to be required for these two plants will remain the same when they are connected to a common outfall which will discharge into the Yadkin River. The Grant Creek Plant and the Town Creek Plant have a design capacity of 7.5 mgd and 5 mgd respectively. At the time these plants reach 80% of their design capacity, engineering plans and specifications for a new Regional Wastewater Treatment Plant located on the Yadkin River will be prepared. During construction of the Yadkin River outfall and diffusers, we will also construct chlorination/dechlorination and aeration facilities near the end of the outfall. At the time the Grant Creek Plant and Town Creek Plant begin discharging into it, the effluent sampling location for these two plants will be at the Yadkin River. The discharge into the Yadkin River will be through three underwater diffusers located at the quarter points of the river and one emergency outlet at the river bank. These diffusers will be located and designed to maximize the dilution of the river flow. THECITY OF SALISBURY, NORTH CAROLINA Page April 27, 1993 We appreciate the opportunity to discuss these plans with you and your staff. If our understanding of the plans for the discharge of treated effluent from the Grant Creek Treatment Plant and the Town Creek Treatment Plant is different from your understanding, please let me know. Sincerely, , Do-A-tt w • Avyvv- David W. Treme City Manager DWT:sph pc: Peirson & Whitman John C. Vest Barrett Lasater Betsy Johnson Charles Lowe Richard Bridgeman, Mooresville, N.C. 4_7 _A-40 44.s s • 5 • ••• - • '" i• tAl x. sk. L8 1114 • 25-a /mire e iozot 9 re. ,A7et-1`I° (12 caw .0 _41:Fee-q&crial • 7r2. pre- icarw . .y4 ig441.4,u... _ _17 . _ • • • • • . " • D ewe C 4z,s cf.2 '13,› 14--1 esz(ts: ‹,f,$) ..P!Izq i4 ' . . .,. _.,...LL....,__LL.17, ;;;;;-.1rAC'e,' -.., . • lift;triiir ..-A.0.1),_444. ,_f:.#24444.6 .1:3'• loi...; .- ,,,,.._......................... __... • ....._ .......,......, y 1- , -:. A/4 a'• 2' O -,,-- . , _.rpo.s , 7 104 - • _ ''Y AD 4ct 1:ZzL)Vetx-1 A t.0-...L43.-r, ! LL go/sig. 0-_5.„`T $ eztA4 PoSi 71.4.AZ,_ • _ 11 . tt- j:tt,___,S co t4.3 i:Z) it* rkhiLM,pr 0 (Lk 4 _i_„a r-140:34.5_7°1-1*.i.t0 •-/Z.; o LAT - 1.)C1-1 tG 4.0 1A4k4 .4_.) <4624. &Ds-J2wh 5- e Pszczc-s F toCtv-a- 0'6%0.40J :770 z.4.1!...4 13A. nitto 2,011, _ zgla, '1"-=-- • 3.0 *"1.4 C72.0ezueN pky.) • -1` bars(4,4) 14 S 17.7. . 607 714") . • /-44/1.1.26 delrl• "fre / <ta 1-1461.— I 1r41 1 6 ° t 1 1?-4- ltd172-71.- tiaa 4 /4b4b "la I 1_41.7p4A4._ 74 44 obit k 7 ore - 40 I, . • • • i • ' • I I 1,1 • . . . I - 4 . • . 11 • HL 1-1— 4 t-