The URL can be used to link to this page

Home My WebLink AboutNCG520017_Wasteload Allocation_19810227AT\--F ` 11.14-A lx.,i to -1, o Cl 61 3 / '/ NPDES WASTE LOAD ALLOCATION r. L, P rr O 1c e. LC h ♦ P't 'i L _ .c Facility Name: /✓CGeZDOf C Existing tY.1 c. o Proposed ri Permit No.: Date: Pipe No.: 001 County: a- C4 K- .x Design Capacity (MGD): A 30 Industrial (% of Flow): /00 Domestic (% of Flow): Cale r=ork Creek Class: G Sub -Basin: 0 L —0 V--6/ Receiving Stream: "? C Reference USGS Quad: Fos- 5 (Please attach) Requester- , rC ePourk'dy- Regional Office c Design Temp.: (Guideline limitations, if applicable, are 7Q10: 4:u Location gi Velocity 0 C) • to be listed on the back of this form.) Drainage Area: .• 9<-� Avg. Streamflow: a t cslr, Winter 7Q10• 30Q2: of D.O.minimum (miles below outfall): Slope: 1 0 (fps): Kl (base e, per day, 20 C): K2 (base e, per day, 20°C) : 0 ' Effluent Characteristics 5.5 Con Monthly Average Comments --c---1- f C j lip ,c31.c. ,54 th /. /i4, 40.2 t.thr o,1.clac �-H %-7 s.0 r h 0(; sc , a R e. s (1 (( ( -Y Original Allocation Revstd Allocation Date(s) of Revision(s) (Please attach previous allocation) 1 Reviewed By: / / ik) Date: repared By: ►' "l L �t �-La- �L/ 'f f s Po( /�e �l� #'rt�c��S. �owever� ct sa ;��or Yh's Vg/u_ rs GaseG( en /i ni f5 /��a xrn in-cure �'�/ y hcr,l-Forir4 Pro�ra 1L Shou%c(6e �Sta6/1.r ec� - -ilia+ taa/.,J .str+ic4re( NTc( ,S Iy � Ca Itc5 e 'f".- /U u✓ Effluent Characteristics Monthly' Average Comments u r r' d L y 04' 7 6 qro u d u_pslytek r eCe u wt. Octlog e* PLOTTED Facility Name: E Existing o Proposed 0 ,o uA NPDES WASTE LOAD ALLOCATION C't eRke.Q I...lo Permit No.: AJC. hoD7oVB Date: /. Pipe No.: 00/ County: eflicco Design Capacity (MGD) : O. Oc3T) Industrial (% of Flow) : .see-4xr_L Domestic (% of Flow) : _ 4444 Receiving Stream: eilL4 C ei- Class: C- Sub -Basin: 479e' 0'-0/ 4/4,e ,,v.c• Reference USGS Quad : Owe -As Ck. P c • _ (Please attach) Requestor: % Regional Office /f-e (Guideline limitations, if applicable, are to be listed on the back of - this form.) 4 Design Temp.: Drainage Area: Avg. Streamflow: 7Q10: _Winter 7Q10: 30Q2: t: GA a Location of D.O.minimum (miles below outfall): Scope: E Velocity (fps) : _ K1 (base e, per day, , 200C) : K2 (base e, per day, 20°C) : o _ v 0 4.0 Effluent au I Characteristics w y ea C CO Monthly Average Comments Original Allocation Revised Allocation Q Effluent Characteristics Monthly Average Comments .04 Date(s) of Revision(s) (Please attach previous allocation) Prepared By: Reviewed By: Date: W fs+lew,a lei. Fnrv+-+�, mac., Mph bye a jo-e, e,0.:tis coN::.rr4 Or 4, dgiletAWL soli Ze • For Appropriate Dischargers, List Complete Guideline limitations Below p s 71.41dc.e .4n. ,vb occd /irh 4 Ve;Clad 1 +es f iz. gvc. m,#n/ mpe ts+.ihk . 774. AAint 6/i:4> I - exAtAmr tout+ iF nki r�x4-A Effluent Characteristics May Average &Van$ei-iy Comments -Average L So /!<Le Jr.rm..544 ll o ,kifi.e. S�speifiete. . L o. l"eh. de D • / P4/h. .�o-tijc/ & cc-hi/G,ti .50112X 6. 0 94 c' b. Type of Product Produced Lbs/Day Produced Effluent Guideline Reference r Form llpQl WASTE LOAD ALLOCATION APPROVAL FORM Facility Name: See nine dischargers listed below County: Macon Sub -basin: 04-04-01 Regional Office: WRO Requestor: Mike Parker Type of Wastewater: Industrial 100 Domestic 0 -o If industrial, specify type(s) of industry: Wastewater from gem mining operations which consist solely of inorganic solids Receiving stream: Caler Fork Creek Other stream(s) affected: Class: C Class: 7Q10 flow at point of discharge: 30Q2 flow at point of discharge: Natural stream drainage area at discharge point: 5.9 mi2 2.1 cfs Recommended Effluent Limitations Monthly Avg. Daily Maximum TSS 55 mg/1 110 mg/1 Settleable Solids <0.1 ml/1 <0.1 ml/1 pH 6-9 SU 6-9 SU The discharge shall not cause the turbidity of the receiving water to be increased by more than 10 NTU above background upstream value.* The above limits shall apply to the following dischargers on Caler Fork: 1) Dale and Demko Mine 6) Jones Ruby Mine 2) Caler Creek Ruby Mine 7) Shuler Ruby Mine 3) The Jacob's Mine 8) Cherokee Ruby Mine 4) Gibson's Ruby Mine 9) Gregory Ruby Mine 5) Holbrook Ruby Mine *Note: This value is based upon limits that existed in the old permits. However, a satisfactory monitoring program should be established to insure that the water quality standard of 50 NTU is not violated This allocation is: / / for a proposed facility /X/ for a new (existing) facility / / a revision of existing limitations / / a confirmation of existing limitations Recommended and reviewed by: Date: Head, Techncial Services Branch-N�c�;l�(/�`6�'t Date: \AA Reviewed by: Regional Supervisor Permits Manager Approved by: Division Director z-9.g� l�'PTw.., • %��I Drv,Y 9J n�T•/r�� Date: -c. G2 e -.�„` ,/ Date: t - q•i�/ TECHNICAL SERVICES Permit Review - Evaluation Procedure FACILITY: Name Cherokee. tk M nc Individual in Charge LOCATION: Town Fran kWh DEM Region II County fri4con Sub -Basin 0�-04- oI MCPR A RECEIVING STREAM: Name Co w ec. Crt)(,, 7/10 Flow /•Z (4s PERMIT: State NPDES Certification Application COMMENTS: cc: A. F. McRorie L. P. Benton C. L. Woody Number Class C T Slope /1// Issued Expires EFFLUENT LIMITS: Limit Based On - Secondary BPCTCA Water Quality M & 0 Limit Specified As - BOD5 mg/1 TSS mg/1 Coliform (Fecal)/100 mi pH Temperature °F Flow mgd TItRQI .TT 1s Schedule of Compliance: Preliminary or 201 Construction Drawings Start Construction Complete Construction Operational Level Basin NPDES State Plan Permit Permit Basin NPDES State Plan Permit Permit 3.0 Basin NPDES State Plan Permit Permit ASSIMILATIVE CAPACITY EVALUATION LEVEL "8" ANALYSIS SOURCE OF POLLUTION: G/f Ee0KEE 'y IA)E Areawide (208) Planning Area: i't.0)--- - Facilities (201) Planning Area: M ' Effluent BOD Ult Cme/1 5 00 00 300 '00 100. 90 80 70 80 50 40 30 20 Dtilsn Flow [mid] A. RECEIVING STREAM CALER-- CeEEK Classification: 7/10 Flow (cfs) 1.2 B. ASSIMILATIVE CAPACITY DATA Water Surface Slope (ft/mi) Stream Velocity (fps) Stream Depth (ft) Elevation @ Discharge Pt. (ft) Drainage Area (sq. mi.) 7/10 Yield (cfsm) Design Temperature oC) Groundwater Runoff cfs/mi) Deoxygenation Rate K1 Base e) Reaeration Rate (K2 Base e) Min. Daily Avg. D.O. (mg/1) Upstream Quality - BODu (mg/1) D.O. (mg/1) C. REQUIRED EFFLUENT LIMITS Design Flow (MGD) O. 03 BOD5 (mg/1) Ammonia Nitrogen mg/1 Dissolved Oxygen mg/1 Total Suspended Solids (mg/1) Fecal Coliform (#/100 ml) pH (S.U.) D. COMMENTS ►) TIi€ 8PT To Sus did Sol , (lit) T 4 51 S'4 . GAP) DOBat mq/1 ma/1 1!a GQ.w, till ncs A . ss O. I 1,4 (s.u' oat, ;i✓u . b 1��►, (Jru) 6—aLD t.-- /0 o v4,k. 1'0 o. STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES ORIGINAL FIRST UPDATE e-Z3.11 $DFI PAGE LTI•DO SECOND UPDATE THIRD UPDATE Dtilsn Flow [mid] A. RECEIVING STREAM CALER-- CeEEK Classification: 7/10 Flow (cfs) 1.2 B. ASSIMILATIVE CAPACITY DATA Water Surface Slope (ft/mi) Stream Velocity (fps) Stream Depth (ft) Elevation @ Discharge Pt. (ft) Drainage Area (sq. mi.) 7/10 Yield (cfsm) Design Temperature oC) Groundwater Runoff cfs/mi) Deoxygenation Rate K1 Base e) Reaeration Rate (K2 Base e) Min. Daily Avg. D.O. (mg/1) Upstream Quality - BODu (mg/1) D.O. (mg/1) C. REQUIRED EFFLUENT LIMITS Design Flow (MGD) O. 03 BOD5 (mg/1) Ammonia Nitrogen mg/1 Dissolved Oxygen mg/1 Total Suspended Solids (mg/1) Fecal Coliform (#/100 ml) pH (S.U.) D. COMMENTS ►) TIi€ 8PT To Sus did Sol , (lit) T 4 51 S'4 . GAP) DOBat mq/1 ma/1 1!a GQ.w, till ncs A . ss O. I 1,4 (s.u' oat, ;i✓u . b 1��►, (Jru) 6—aLD t.-- /0 o v4,k. 1'0 o. STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES ORIGINAL FIRST UPDATE e-Z3.11 $DFI PAGE LTI•DO SECOND UPDATE THIRD UPDATE