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HomeMy WebLinkAboutNC0047091_WASTELOAD ALLOCATION_19860228 1 WDES DOCYNENT SCANNING COVER SHEET NPDES Permit: NC0047091 Silver Maples WWTP Document Type: Permit Issuance Wasteload Allocation Authorization to Construct (AtC) Permit Modification Speculative Limits Report g ■ Instream Assessment (67B) Environmental Assessment (EA) Permit Q History Document Date: February 28, 1986 Thies document is printed on reuse paper-ignore nay content on the reverBe aside e Engineer Date Rec. NPDES WASTE LOAD ALLOCATION 11 Zs a ass, Facility Name: ���/�� /// �S /��llr7�,!! ��f'7< � 5 Date Existing Proposed O' Permit No. : Z4/ jO 4170 9I� Pipe No. : County: ��jjl t-hi'c.S Design Capacity (MGD) : O 0%0~ Industrial (% of Flow) : Ibmestic ( % of Flow) : /CeriO w OS O7/ /Receiving Stream: 'I/ Class: _ Sub-Basin: �y� Reference USGS Quad: laJ_ (Please attach) Requestor: MAIM, j i0o Regional Off ice/�Mh-er`_/1E (Guideline limitations, if applicable, are to be listed on the back of this fora). ) Design Temp.: a5 Drainage Area (mi2) : Avg. Streamflow (cfs) : (0,3 7Q10 (cfs) ,q Winter 70-0 (cfs) ) 3.0 30Q2 (cfs) Location of D.O. minimum (miles below outfall) : O Slope (fpm) 5.4 OO 0 zo' Velocity (fps) : (7,1a Kl (base N, per day) : K2 (base e, oer day) : I,oQ i-8Y Effluent hbnthly Effluent onthly Characteristics Average Comments Characteristics Lverage Comments "P, O s 3O (D m, > QJ U H Z Ori 'n to at on O Comments: v sed location O rmation O Prepared By:�nn D,, / �xJ/r Reviewed By: Date: Jgl Resuest No . 2755 --f-- ----- --- ----- WASTELOAU ALLOCATION APPROVAL FORM --- --- - ------ -------- Facility Name . SILVER MAPLE MHP Type Of Waste DOMESTIC Receiving Stream ROCKY RIVER Stream Class : C Subbasin : 030711 County CABERRUS Regional Office : MOORESVILLE Reauestor : WIGGINS Drainage Area (so mi ) 86 .2 7010 (cfs ) : 6.9 Winter 7Q10 ( cfs ) 13 3002 Qfs ) - -... ---- ------ - RECOMMENDED EFFLUENT LIMITS --_-. --- --- - -- - ---- - --- - ----- -- 6/(-J Wasteflow ( mid) : . 04 5-Dag ROD ( mg/1 ) 30 PH ( SU ) : 6-9 TSS ( mg/1 ) : 30 - - - - ---...---- ... ---- ---- -- - - COMMENTS - --- - -- ------ -- ------------- ---------------- -- --------------• --_-_•---•------- -- - ------ -------•-- ---------------._..___._--.. FACILITY 16 : PROPOSED ( ) EXISTING ( /) NEW ( ) LIMITS ARE : REVISiION ( ) CONFIRMATION ( )II OF THOSE PREVIOUSLY ISSUED RECOMMENDED BY : --�----_______ SAYS — REVIEWED BY : / SUPERVISORY TECH . SUPPORT __�j� REGIONAL SUPERVISOR `�77% `- "_._.DATE PERMITS MANAGER : ._.-.�1 --.---.---DAT'E II� Y/65w 111 O3o7// o=ta�a t-a �— �j -b 61, Q CO =io3 0 LF ICS3o� = a rl�hwd� Qq c a oa=ea.a (DA-IDS i �j i�Rlos-�i,la rq�ioW=at.p `II I� li dII _ r i — I -iz C:� ate - i ;o, ILx III cl I - I - - 1� WkY: kr#: :A MODEL RESULTS DISCHARGER ' SIVER MAPLES MHP RECEIVING STREAM ! ROCKY RIVER THE END D . O . IS 8 .09 MG/L :Y:f•�Yd:k�:Yd��;K�;tits:*�***�K*�X�����k��::k�:��k*:#**�����*�%�%�;K��kcX��?k*A�:��at*��:K�:K�k�*�C%�:�:k THE END CD'OD IS 1 .02 MG/L THE END NBOD IS 0 . 00 MG/L. THE D .O . MIN . OF SEGMENT 1 IS 7 . 49 MG/I_ THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0 WHICH IS LOCATED IN REACH NUMBER ]. THE WLA FOR SEGMENT 1 REACH 1 IS 129 MG/L OF CPOD THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD THE REOU:I:RED EFFLUENT D . O . IS 0 MG/L_ THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0 . 04 MGD MODEL 'SUMMARY DATA * DISCHARGER SILVER MAPLE MHP SUBBASIN « 030711 FiECEIVING STREAM ROCKY RIVER STREAM CLASS ; C 7ulo 6 . 9 CFS WINTER 7010 « 13 CFS DESIGN TEMPERATURE « 25 DEGREES C , WASTEFLOW « . 04 MGIr ILENGTHISLOPE I VELOCITY IDEPTH I Kl I K1 I K2 I K2 I Kn I ( MILES IFT/MI I FPS I FT I /DAY 1 @20 I /DAY 1 @20 I /DAY I I I I I I i I I I I SEGMENT 1 I 7 . 301 5 . 901 0 . 172 1 1 . 74 1 0 . 46 1 0 . 37 1 2 . 031 1 . 821 0 &01 PEACH 1 I I I I I I I I I I *XK INPUT DATA SUMMARY #* I FLOW I CBOD I NBOD I D .O . I I CFS I MG/L I MG/L i MG/L I SEGMENT 1 REACH 1 I I I I WASTE: 1 0 . 062 1129 . 000 1 0 . 000 1 0 . 000 1 HEADWATERSI 6 .900 1 2 . 000 1 0 . 000 1 7 . 560 I TRIBUTARY 1 0 . 000 1 0 . 000 1 0 . 000 1 0. 000 1 RUNOFF * 1 0 . 230 1 2 . 000 1 0 .000 1 7 . 560 1 A RUNOFF FLOW IS IN CFS/MILE