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HomeMy WebLinkAboutNC0026441_Instream Assessment_198504040URIE:IR 1°85 RECEIVED APR 4 - 1%5 TECHNICAL SERVICES UNIT Case Name: Case `lumber: gMC WQ 83-10 Ad II' Count`;: Cha-han Please review Clne attaches '.D-, �rovLcie _^2CC^^EIIQdLi0II5 ..s Lt - .:_ n_c_ssar .i. or _O^.c_ Si.c_= LO or, BQ- 3]___atrati-.-_ Marl - careFu2t: e',=-.3= [3-L5 =5 C£i..__.._3f CC 7.7.1 a 1,c=Cun, .. z.. _.. . asseSS .en_. r?ci2F siic..__ ne re^_ -- :.:._s ,,::: ce b,.. S `.-Gu are u:;a-le CO CO :;,12L2 j'OE' C_ _E--. _.. __E __.._ a.,, =2ti, c , -- ti'.e mate_ can be handled mere'eas-._: ;" -,;one, ;lease. _I„ Page .Benton. Jr.ne`o-co ...._ n_c,_ pact. _strative ?Bearing l BEN SHIVAF TOWN MANAGER '6n of ii1Pr (Ti#V SILER CITY. NORTH CAROLIN4 27344 January 22, 1985 Mr. David Adkins, Water Quality Supervisor Division of Environmental Management Raleigh Regional Office P. 0. Box 27,687 Raleigh, North Carolina 27611-7687 .Dear Mr. Adkins,: Subject: Request For Amended SOC _ Token of Siler City .. EMC WQ -83-10 - In accordance with G.S. 143-215.67(b), the Town of Sher City requests authorization to accept the following sources and additional•waste flow into.our sewerage system: 1. Knollwood Apartments: Knollwood Apartments Limited plans to construct 32 apartment units -(16 one -bedroom and 16 two - bedroom units) on a tract of land within the corporate limits that will utilize the Towns sewer system..- Based on local experience, we estimate this development will add an additional. 4,400 gpd flow into our system. As indicated in our latest quarterly report, the Town has removed sufficient extraneous flow to accept this additional flow. Please advise if you have questions or require additional information. S" rely, // fi7r 1 .. • - TOWN OF-SILER CITY JBen Shivar Town .Manager BS/wi cc: Joel Brower, Diiectorof Utilities John Loving, Brown -loving Associates-- j Qy�2�a � O I .f— h� L— 0, b �-� o � ..,w - �— �� = o, S ----- - ------ �1 a MY _ ��� �P - ;. ,; i Ncom 26y4 I � - -` f . _' ,��,� (�, ��� 1� j �� I �� b� I Y Z 9 7 11 tLf 3,3 I ` q 2a 4 L�Z I I� I 2. I \Z,657 !f ✓Bap 4,.O II' _......_(._._...._./___.._/.-MODEL RESULTS DISCHARGER RECEI:U:I:NG STREAM JI THE END D.O. IS 4.95 MCC_ THE ENO CBOD IS 41..64 MG/I_ ---------------------------- TFHE END NBOD IS 0.00 MG/1- THE D.O. MIN. OF SEGMENT 1 IS 4.95 MG/I_ THIS MINIMUM IS LOCATED AT SEGMENT MIL.EROI:NT WHICH IS LOCATED IN REACH NUMBER 1. 0.60 THE WLA FOR SEGMENT I REACH I IS A9.7 MG/L_ OF CBOD THE WI...A FOR SEGMENT :I. REACH I IS 0 M.:/I_ OF NBOD THE REQUIRED EFFLUENT D.O. IS 6 MG/1 THE WASTI=FL.OW ENTERING SEC I REACH I IS 2.29 MGD 1 k3TAY- JI�✓"�g4 L�!-Q�ISL W-.� � r�C `i' """�1 MODEL RESULTS ------- D I. SCHARGE P RE:CEIU I:NG STREAM -------------------------------------------------------------- THE END D.O. IS 4.94 MG/L ---------------------------------------------------- THE: END CBOD IS 41.64 MG/L ------------------------------------------------------ THE END NBOD IS 0.00 MG/L --------------------------------------------------- THE U.O. MIN. OF SEGMENT I IS 4.94 MG/L THIS MINIMUM IS LOCATED AT SEGMENT MIL_EPOINT 0.60 WHICH IS LOCATED IN REACH NUMBER 1. THE:. WI._A FOR SEGMENT I REACH THE WI._A FOR SEGMENT I REACH THE REQUIRED EFFLUENT D.O. IS THE WASTEFL..OW ENTERING SEC 1 I IS A3.7 MG/I... OF CBOD 1 IS 0 MO/I.- OF NBOD 6 MG/I._ REACH I IS 2.394 MOO 9 *** MODEL. SUMMARY DATA *** Dischnu-ger Suhbascin Receiving Stream Streain Class: 7G11.0 Wi.nter 7Q10 Design Temperature 25 'C 30Q2 ILENGTHISLOPE 1 VELOCITY :OEPTH 1 KI 1 K1 1 K2 1 K2 1 KN 1 KN 1 KKR 1 KKR 1 ! mile !ft/mi ! fps 1 ft ! Iday 1 9200 1 Iday ! 0200 1 /day I @200 1 /day 1 9200 1 ----------------------------------------------------------------------------------------------------- Segment 1 ! 0.601 31.001 0.400 ! 0.77 1 0.44 1 0.35 1 2.40 1 2.151 0.00 1 0.00 1 0.00 1 0.00 1 Reach 1 i i i 1 i 1 i 1 *** I:NPtJ'T' DATA SUMMARY *** 1 Flow ! CBOO 1 NBDD 1 D.O. 1 cfs 1 mgll 1 mgll 1 mg/1 1 Segment 1 Reach 1 i i ! Waste 1. 3.549.1. 43.700 1..0.000 1 6.000 1 Headwaters! 0.030 1 2.000 1 0.000 1 7.560 ! Tributary 1 0.000 ! 0.000 ! 0.000 1 0.000 1 2 Runoff 1 0.000 1 0.000 ! 0.000 1 0.000 1 i Runoff flaw is in cfs/mile SST North Carolina Department of Natural _ Resources &Community Development Wi '2 James B. Hunt, Jr., Governor James A. Summers, Secretary DIVISION OF ENVIRONMENTAL MANAGEMENT MEMORANDUM TO: Trevor Clements Modeling Group FROM: Dave Adkins jy�.►� Water Quali Su ervisor Raleigh Regional Office DATE: November 27, 1984 SUBJECT: In -stream Assessment Request Town of Siler City Chatham County The Town of Siler City has requested an amendment to EMC WQ 83-10 to allow for the addition of 12,300 gpd of all domestic wastewater. It is requested an in -stream assessment be performed to evaluate the potential impact on Loves Creek in the Cape Fear Basin (03-06-12). Attached is the summary of the past twelve (12) months monitoring data. If further information is needed, please advise. DTA/lbb Attachment Raleigh Regional Office 3800 Barrett Drive, P.O. Box 27687, Raleigh, N.C. 27611-7687 Telephone 919/733-2314 An Equal Opportunity Affirmative Action Employer = 500 : = 0. Q. -- 010 I DISCHARGER SILER CITY SOC RECEIVING STREAM : LOVES CREEK WASTEFLOW : 2.22 1 SEG NO I REACH I SEG MI I DO I CROD I NHOD I FLOW I 1 1 1 1 1 0.001 6.31.1 42.351 0.001 3.471 1 1 1 1 1 0.101 6.571 41.871 0.001 3.471 1 1 1 1 1 0.201 6.761 41..391 0.001 3.471 1 1 1 1 1 0.301 6.891 40.931 0.001 3.471 1 1 1 1 1 0.401 6.981 40.461 0.001 3.471 1 1 1 1 1 0.501 7.051 40.001 0.001 3.471 1 1 1 1 1 0.601 7.1.01 39.551 0.001 3.471 `DISCHARGER " RECEIVING STREAM WASTEFLOW 1 SILER CITY SOC t LOVES CREEK 2.2323 0 SEG NO I REACH I SEG MI I DO I CROD I NBOD I FLOW I 1 1 1. 1 0.001 6.311 42.351 0.001 3.491 1 I 1 1 0.101 6.571 41.871 0.001 3.491 1 I 1 1 0.201 6.761 41.401 0.001 3.491 1 I 1 1 0.301 6.891 40.931 0.001 3.491 1 I 1 1 0.401 6.981 40.461 0.001 3.491 1 I 1 1 0.501 7.051 40.01.1 0.001 3.491 1 I 1 1 0.601 7.101 39.551 0.001 3.491 0