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HomeMy WebLinkAboutNC0048658_Wasteload Allocation_19870615NPDES DOCUHENT SCANNING COVER SHEET NPDES Permit: NC0048658 Sherwood Forest WWTP Document Type: Permit Issuance Wasteload Allocation ,- Authorization to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) Owner Name Change Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Document Date: June 15, 1987 This document is printed oa reuse paper - ignore nay content on the re'reriece wide Sub -Basin. NPDES WASTE LOAD ALLOCATION PERMIT NO.: NCO° 4(0SS FACILITY NAME• gobrvi 01/ G. (S 4 5144. l For -et fdkit ge5, „.) Facility Status: (EXtS11NG) PROPOSED (circle one) Permit Status: MODIFICATION UNPERMITTED NEW (circle one) Major Minor_ Pipe No• DD 1 Design Capacity (MGD)• Dr 030 Domestic (X of Flow). (0 0 Industrial (X of Flow): 0 Comments - RECEIVING STREAM: L1(-14-I et Vey' Class- G'- o¢—D3—D1 revel. Ica Reference USGS Quad• $ (please attach) County- 11r41A t 5 y (Vetvt, t cl Regional Office: As Fa Mo Ra Wa Wi WS (circle •nej Requested By: Ju'(e- 5(a h.,iale' Prepared B Reviewed B Date. Date- 3�zs�s7 Date• 6 /Il /oT Modeler Date Rec. 's --, Vc 4 3/4.5- 17 f9/ P Drainage Area (mil) 1 93 Avg. Streamflow (cfs)- ��•� 7Q10 (cfs) 3•35 Winter 7Q10 (cfs) ‘• 9 30Q2 (cfs) 2 / Toxicity Limits: IWC % (circle one) Acute / Chronic Instream Monitoring: Parameters Upstream Location Downstream Location Effluent Characteristics Summer Winter BOD5 (mg/1) 30 NH3 N (mg/1) Nr D.O. (mg/1) .d/ TSS (mg/I) 30 F. Col. (/100m1) A/r pH (SO) Alir- •. r F,gra: Comments• ro • • . , • Lam.. 1-1 . t...Q7,7Hap r^ i,�./-$may •:� r.. '30' O • '�y • ••1 a :%� .p 345 1OtX 0 • i:.i i i.. L -. ? I`. . —SAR,04r' O4 M o nta i J ard l 0 `�Lf�- I \ `) i .a5a A. 1• - (TABLE ROCK T94-SWI • • A _ �✓ a `'?+ •! • • mar -.take 7: • Lake. ' • SSEE Aqe P. L len S CARe'.414 4454 I/ SW j47 SCALE : 24000 FJM10 •, -. rEL- CONIOUR INTERVAL 40 FEET t)ASHLL) LINE`.. PEFFL 't'•:� H».i II`il_ =, Ct. 1•;:ouRS NATIONAL GEODETIC vERTICAL DATUM OF 1929 Thunder i 348 • • • • R+ • ' ,• f r• �©radfor • I Mounta'_ 349 ILLJ�-`�' \ 1 MO Y E ` T' it`KY r .%A y--4 TE~ LESSEE,, •?,. '^ Request No. :3918 Permit Number Facility Name Type of Waste Status Receiving Stream Stream Class Subbasin County Regional Office Requestor Date of Request Quad WASTELOAD ALLOCATION APPROVAL FORM NCOO48658 ROBIN HOOD,INC. DOMESTIC EXISTING LITTLE RIVER C-TR 040301 TRANSYLVANIA ARO SHANKLIN 3/25/87 Wasteflow (mgd): 5-Day BOD (mg/1): Ammonia Nitrogen (mg/l>: Dissolved Oxygen (mg/1); TSS (mg/1); Fecal Coliform (#/100ml): pH (SU): Upstream (Y/N): N Downstream (Y/N): N Reviewed by: FT F C : X V E� ED Wa!er Quality Sect i0D |UW 1 _ 1OO7 uun / /�u/ Asheville RegioOn! IN Ashevill� Cardin ��Ri� Drainage Area (sq mi) : 4.9��� Average Flow (cfs) : 16.8 Summer 7010 (cfs) : 8.35 Winter 7010 (cfs) : 6.9 3002 (cfs) : 7.1 RECOMMENDED EFFLUENT LIMITS 0.03 30 NR NR 30 NR NR Location: Location: Recommended by Tech. Support Supervisor Regional Permits & Engineering ,vt Date Date Date Date �U� �� 1��� ==^»�� ��v � � RETURN TO TECHNICAL SERVICES BY Discharger Receiving Stream The End D.O" is The End CBOD is The End NBOD is i Segment 1 Reach 1 --- MODEL RESULTS : ROBIN HOOD-,INC. : LITTLE RIVER 8.18 mg/l. 3.44 mg/l. _� Min ( �g/1) Milepoint Reach # | SUMMER MODEL SAVED ON VOLUME:LBDATA19 UNDER FILENAME "ROBNHOOD" WLA CBOD (mg/l) --~- 135 WLA NBOD (mg/1) ---~ 0.00 WLA DO Waste Flow -~-------- 0.00 0.03000 A a *** MODEL SUMMARY DATA *** Discharger d ROBIN HOOD 9 I NC . Receiving Stream n LITTLE RIVER Summer 7010 i 3.35 Design Temperature: 23. Subbasin » 040301 Stream Class: C—TR Winter 7010 : 6.9 1 LENGTH 1 SLOPE VELOCITY 1 DEPTH! K 1 1 K1 1 K2 1 K2 1 KN 1 KN KNR 1 KNR 1 1 mile 1 ft/mil fps 1 ft design: 020° Idesign1 920* !design: 020' design; 020' 1 Segment 1 1 0.601 22.001 Reach 1 1 ! 1 0.291 1 0.91 0.54 1 0.47 112.28 1 11.511 0.00 1 0.00 0.00 1 0.00 1 F 1 1 1 1 Segment Waste Headwaters Tributary 1 * Runoff I 1 Flow 1 cfs 1. Reach 1 0.046 3.350 0.000 0.750 1 CBOD mg/1 1135.000 I 2.000 1 0.000 1 2.000 NBOD mg/1 i 0.000 0.000 0.000 1 0.000 * Runoff flow is in cfs/mile D.O. mg/1 0.000 7.700 0.000 7.700 1 tO`7°30 j J-Fjkf/ l = O, 0 3,,,f 6- ,i/1— 4, 93 41, 5-er a- = a /sr/ 5991,) 7 3.35 c4 /9cis — /6,ScF� w7Qn - t..,/7?/J by (5,6 o) 3,7ct _ 3,3Sc& _ = O. I.,..,; 6, 75ci/ii/, 77cf - C_ 9c6 U.(-, igs4/44, Aio 0/ # A/Es ci4 0 ?,, 4 F/g, 9/d o �6,,J A<� xtic. ynw : a, a3 &p seff a F. f�74 /6, 3 ff. S7y/a- 3,3rc6 1.wV/d= 6.9c4- 3o9z :7/c5. -G air X/CJr� () 0.46 = 5,,.,,' c) 9/} =I Y)ctr Lrf s?9/� 3,e9c6- ?3c6 03.14/Tzoo 0 DDA- /6. 551.76i s75) io. ? c{r c„7y�/Jc 2Z.6cbr 3.91 =Z3,3chc' 1'(L/4 03,11/, 200 0 y e (c� _ / �. I tsr, Z = 3, 5/ c 7S/.,, z /o. gr sip/J 7rt lc(_ /b.i,1,'- = 0.6?el;/4„L 2z. G ci �� w7c�/o /e /d = , 2 = / Iclaw z3.3 309 L y//c )d % /j / / �fS, �4.,,t, t- 57/, ,f7 Tf'4-15 / �✓ oll 9,i /6.(gc. W 5 /0 = (0,61 cts/X.�� (.7. 4,)_ 3. 35C6 )71. v7? /a =(i, c�s, .erli (�i/. 933,.'-- �. 7C6 3. 7 %r Cyt 3o2 z - (/,4s �101, 934f,>= 7,/cis 7z • 0 d y Strmen : Z-/74/4- • i l at A Stem • 4110 • ._ 6eanc1, A. Emoo • • tuM Itv dirt a �Za 0 Z68o dirt SI op. /, -22 4 • • — I 4 • • • • • 4 d.1Stalce-