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NC0030210_Wasteload Allocation_19860730
NPDE!i DOCYNENT SCANNINL COVER SKEET NPDES Permit: NCO030210 Charlotte / Mallard Creek WWTP Document Type: Permit Issuance Wasteload Allocation-'--. Authorization to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) Correspondence Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Document Date: July 30, 1986 Ttais document is printed on reuse paper - ignore any content on the reYerse side I A NPOES WASTE LOAD ALLOCATION Fh ineer I Date Rec. '+ c- 1 vzs 9 32Z Facility Name: COO-- /iwA' v C&M 6joino Date 5" Z2- Existing Proposed O Permit No.: (.jC.00302—M Pipe No.: O< County: MEGt2ENNuR6 Design Capacity (MGD) : 3 • 0 Industrial (% of Flow) : ^ S 9 <o Ibmestic (% of Flow) : f¢. Co 76 Receiving Stream: MALCAO CREEK Class: L Sub -Basin: ('3--07- (/ Reference USGS Quad: F• Vo- SW (Please attach) Requestor:s* Agg4P&eS Regional Office NIZO 14AKKI bS V1RG (Guideline limitations, if applicable, are to be listed on the back of this form.) Design Temp.: 25cc Drainage Area (mil): 3(0, Avg. Streamf low (cfs): (� 7Q10 (cfs) Winter 7Q10 (cfs) r "J 30Q2 (cfs) Location of D.O. minimum (miles below outfall): 1-z� O- o Slope (fpm) (p,0 Velocity (fps): a2-- Kl (base a, per day): 01-7)% K2 (base e. ie oday): 2.1% 2n 0c fa 20 c cc 6-8Y Effluent Characteristics Monthly Average Q ow h - 5 — S 3c> o Fer `o 1000 LvS 000 LEI u,.Q (o- U 6- Effluent Characteristics Comments 28 Comments: 1V i�OC -tor- COPW C1�sou+n (vim( C'cC1U\AiVvj < Ziv.G Wcation ji -� �on O By; Reviewed By For Appropriate Dischargers, List Complete Guideline Limitations Below Effluent Characteristics Monthly Average Maximum Daily Average comments 4" o Cc Pey- Pl AegAWe.474 Type of Product Produced I Tbs/Day Produced I Effluent Guideline Reference 7/9P*l8, TrC c mob - Mo Q ., . cc-ec-k w\AjT-P -- NC00307-r0 -- -- C J _..._.- �� CQ;cC&nf v" -4 - /1— kOW L5 ' ---dQL-4a - - I AA � -- c.-wr M 0.kxcA7,17 uSrtS_ �ZL2�S56_ �0 5R 300 zjp, 1 0,;z._ QR = 2q c,5 a z I u k (0o - 57f9r0 - b.l•( cF5 Es* >d�ow = 3.5 eF5 DR = fit• I ,n„z QA IM-4 r.r5 /S w 10 = .9 C- s �Q ,�I ,EY'efe,.1<.e U'� J7�V•nC�9¢--!'ty1°.a..----�f`,�Od_ _� _ C'��/�--\W I.T..-- _-- Fl - S'7Q W7Q to /2q/2(,.14 45 41 -A 36.Zw..I- (9�zb.i } Iy4rVx 36•L ('O�Zy,I 4`�/41'I�x 36.Z �I — Flo •o jS = 072 = 3.5 C45 MEMO. TO: AA/I 0 DATE: (0 /` 2 SUBJECT: /-70" �C m ec'u,kL ro uj-u/�) llv A5 /U t5s I "jd, o lal /I/" - 4000e-ot� clnu /D s" �h k" �s I� 15L VecOrnr� �� IN re � ss �� �✓� 5 0 bK"I't -M AATF �`+, North Carolina Department of Natural 1Resources &Comr-qunity Development ;Zr 3 5 G-�5 �O v �(� ZWYV�-.- W701O (26 i i 5-70- - 5�0 !� -�� l • 7 �, g - ��-� van 5'�o 10 z.W (PA; -5- r,34 6. Af,0694 Facility Name -hype of Waste Status Receiving Stream Stream Class Subbasin County Regional Office) Requestor Date of Request) Quad Request No. :3224 WASTELOAD ALLOCATION APPROVAL. FORM --- : CMUD--MALLARD CREEK WWTP : 94.6'/. DOMESTIC.5.47. INDUSTRIAL : EXISTING : MALLARD CREEK C 030711 MECKL_ENBURG MOORESVILLE'# Drainage Area (sq mi.) : 36.2 SAM BRIDGES Summer 7010 (cfs) : 0.72 5/23/86 Winter 7010 (cfs) : 3.5 F16SW Average Flow (cfs) : 40.0 ---------- RECOMMENDED EFFLUENT LIMITS ---- : SUMMER WINTER Wasteflow (mgd): 3.0 3.0 5-Day ROD (mg/1): 9 1S Ammonia Nitrogen (mg/1): 4 S Dissolved Oxygen (mg/l): 5 5 TSS (mg/1): 30 30 Fecal Coliform (#/100ml): 1000 1000 PH (SU) : 6--9 6--9 NLC.Y.AL I �, 5-, aa..( V"4•).' ? LeRD o-,a. wG x ---------------------------------- ---- i:Oh, Et•!T`O -----------------._------------------ RECOMMEND MONITORING FOR NICKEL, LEAD, COPPER, CHROMIUM, CADMIUM, AND ZINC. 24 HR STATIC BIOASSAY INDICATED NO ACUTE -(OXIC:ITY (4/85). CNAk%&e IN) W?AM; GA -eel> UPDN UNWAb MODEL ILAA- AQb PRoecAoREs Recommended by _.._... -_ j�,V - ` _ q ._. Date Reviewed by:: d I l 111 Tech. Support Supervisor ----_ _. --/�r!111..---......._. Date Regional Supervisor- FYI �� _. _..--/.�./_/�.A.-.�--... v�`J��"�!�{�_ _. Date Permits ° Engineering-_L-,%cG(5(_�1.14 a --_--.._ Date