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Home My WebLink AboutNC0065684_Wasteload Allocation_19870424NPDES WASTE LOAD ALLOCATION F1� ineer Date Rec. -SDJ 3yo8 Facility Name: AM-50UTR WATERS` STGAAS,i14C. —Cbyt1Tp_q WCODS caVed _ Date3 _G 1f ' ) Existing Q pp t,CA b %AcMti Sc '0 (.ciwle,f's 1 Rd Subd;q,S,JYI\ Proposed O Permit No.: r�Qco(QS( 0 -- Pipe No.: CC( County: A O,io Design Capacity (MGD): 5. 0,20 Industrial (% of Flow): Domestic (% of Flow): M o Receiving Stream: G085E GREEL Class: G Sub -Basin: 63 - Cr7 - 12— Reference USGS Quad: 6;- ((o ,�C (Please attach) Requestor: VR(DC-Cj Regional Office /4R0 (Guideline limitations, if applicable, are to be listed on the back of this form.) Design Temp.: 7Q10 (cfs) 0. Drainage Area (mil): q.gr7 Avg. Streamf low (cfs): q. 5 Winter 7Q10 (cfs) 0.44 30Q2 (cfs) Location of D.O. minimum (miles below outfall): Velocity (fps): K1 (base N, per day): Slope (fpm) K2 (base e oer day): /} D-10 t-8y rMAUM "' IM, M Prepared By: �R R W� Comments: �"_ QQ 'M I' Reviewed By: aArar,, c Date: 0 Facility Name Type of Waste Status Receiving Stream Stream Class Subbasin County Regional Office Requestor- Date of Request Quad Request No. :3878 (( ---- WASTELOAD ALLOCATION APPROVAL FORM ----• ----------' `�'--8---- MID -SOUTH WATER SYSTEMS, INC. DOMESTIC EXISTING GOOSE CREEK C 030712 UNION Drainage Area (sq mi.) : 9.47 e MRO Summer 7@10 (cfs) ; 0.1 SAM BRIDGES Winter 7Q10 (cfs) : 0.4 4/8/87 Average Flow (cfs) n 9.5 G16NE 3002 (cfs) e --.----.-----------_.-- ------ RECOMMENDED EFFLUENT LIMITS ----._--_--------- SUMMER WINTER Wasteflow (mgd): 5-Day SOD (mg/1): 10 18 Ammonia Nitrogen (mg/1): 7 15 Dissolved Oxygen (mg/1); 5 5 TSS (mg/1): 30 30 Fecal Coliform (*/100ml): 1000 1000 pH (SU) : 6--9 6-9 --------------------------------------•---- MONITORING --------------------•-------- Upstream (Y/N)- Y._, f_ocjtj !a: JUST UPSTREAM OF DISCHARGE POINT Downstream (Y/N). `,` l:c"Stione BEFORE. CONFLUENCE WITH PADDLE BRANCH -- -- _ _---------....F� COMMENTS ------------ ----------- *THESE LIMITS APPLFTO BOTH FLOWS: A) 0.10 MpOR4SNllE B) 0.20 Ff,��o;aA� aEE1�E IN k 11M.N APR 17 198 Recommended by1 Reviewed by: Tech. Support Supervisor Regional Supervisor Permits & Engineering Date NOW _ Date DateQ?- Date SUMMER ^ ` � . � RUN AT 0.2 MGD PROTECTED AT . ' BODULT -~---~---- MODEL REGULTG ---------- Discharger : MID~GOUTH WATER GY�TEM8, INC. , Receiving Stream o ___________--_--___________-~___________~___-___________________~-_________ GOOSE CREEK The End D.O. is 8.44 mg/l. The End CBOD is 11.15 mg/l.. The End NBOD is 0.00 mg/l. WLA WLA WLA DO Min CBOD NBOD DO Waste Flow (mg/l) Milepoint Reach # (mg/l) (mg/1) (mg/l) (mgd) Segment 1 5.08 0.25 2 Reach 1 33 0.00 5.00 0.70000 Reach 2 47 0.00 5.00 0.20000 Reach 8 0 0.00 0.00 0.00000 Reach 4 0 0.00 0.00 0.00000 Reach 5 0 0.00 0.00 0.00000 Reach 6 0 0.00 0.00 0.00000 ** * MODEL. SU11MAR DATA *** Discharger A I''I I)--GfJUI-fl WATER SYSTEMS-3!. IE�t_tbbaspin n �;3071E Receiving Stream p GOOSE GRE -'%" Stream Class: C t.tmrnt r ' t :I. ? ;�? :L Winter '7Q 10 � k�? . 4 Design Ternl:ierature-. 25. 1LEN6TH1 SLOPE! VELOCITY 1 DEPTH! KI 1 K1 1 K2 1 K2 1 KN 1 KN 1 KNR I KNR 1 1 mile 1 ft/mil fps 1 fit Nesignl 3200 Nesignl @201 Nesignl @200 Nesignl 3201 1 ----------------------------------------------------------------------------------------------------- 1 ! 1 r 1 r 1 I r 1 1 1 t 1 t 1 1 t 1 1 i 1 1 } } i Segment 1 1 0.251 16.001 0.141 1 0.75 1 0.51 1 0.41 1 4.52 1 4.061 0.00 1 0.00 1 0.00 1 0.00 1 Reach 1 1 1 1 t 11 13 1 1 1 r r r! r1 1r 1 11 1 1 1 r ------------------------------------------------------------- --------------------- 1 1 t 1 1 ! 1 1 t 1 ! r r 1 1 1 1 1 { } F i ► I 1 ! Segment 1 1 1.001 16.001 0.165 1 0.79 1 0.52 1 0.41 1 5.30 1 4.751 0.00 1 0.00 1 0.00 1 0.00 1 Reach 2 •------------------------------------------------------------------------------------------------------ I I 1 1 r r 1 ! r r 1 r i 1 I i 1 1 t 1 i 1 i 1 ! 1 Segment 1 1 0.261 38.501 0.213 1 0.70 1 0.64 1 0.51 116.47 1 14.771 0.00 1 0.00 1 0.00 1 0.00 1 Reach 3 1 i i i ----------------------------------------------------------------------------------------------------- r 1 r 1 F 1 1 r r r ! 11 1 F 1 1 } F 1 { i { ! 1 1 1 Segment 1 1 0.901 22.501 0.181 1 0.77 1 0.55 1 0.44 1 8.15 1 7.311 0.00 1 0.00 1 0.00 1 0.00 1 Reath 4 1 1 1 1 1 1 1 1 1 1 1 1 1 ----------------------------------------------------------------------------------------------------- 1 Segment 1 1 1.701 11.001 0.143 1 0.87 1 0.49 1 0.39 1 3.15 1 2.831 0.00 1 0.00 1 0.00 1 0.00 1 1 1 ! 1 r 1 1 1 1 ! 1 1 1 Reach .r S r r r r 1 1 r ! r r 1 1 r Segment 1 1 0.901 12.501 0.141 1 0.89 1 0.49 1 0.39 1 3.56 1 3.191 0.00 1 0.00 1 0.00 1 0.00 1 Reach 6 1 1 1 1 1 1 1 1 1 1 1 1 1 ----------------------------------------------------------------------------------------------------- 1 Flow 1 C B O D 1 N 110 l) 1 1) . 0 n 1 1 cfs 1 trig/ J. 1 rrit:ll 1 1 rng� 3. 1 Segment I Reach :I. Waste It 1.085 1 33. 000 1 0.000 1 5 . ;:)i"t0 Ileadwatere 1 0. 100 1 2 . t;?00 1 0. 000 1 i . 44C) Tributary 1 0.000 1 0.000 1 0 . 000 1 0.000 • Runoff 1 0. 000 1 t:t . 000 1 ? n 000 1 ra . 0 t_t;�? Segment I Rea{. ti Waste 1 0 . 3:1.0 1 47 ,, c:?t tt_t 1 0.000 1 5 .(:)(--)0 Tributary 1 �?. �.?�.a0 1 0. c? 0 0 1 0 n 0 0 t a 1 n �::?0��? ,� * Fiut !c_i 1 F• t 0. 080 ! 2 - (:)i.?C) 1 0 tr;,•?00 1 t0 /0 I . 4`i I Reach 3 Waste Wastte 1 0. 00 1 0. o0c) 1 C) . 000 1 0. 000 Tr i b u t C--A r y 1 „ �_?((t�^_yyy t t 1 0. 0 C) 0 1 0. 1 0. 000 ffs_? rr000 7.440 .1. Read-i fGei�me:n•t; Waste .r• • r r 1 r 5fj• �? . �v C) L.� I .-. .. , . .. 1 { f 1 0 . C) 0 �,,,f 1 . . :.� ar • 1 1 ♦ 0 . 0 0 0 1 : • : a: •• . 1 r 0 . C) Ste) () • a i a:�•a:•'a i I A 1»1 %..% %0 ;;% 1 . .. .. .. . Runc f •f 0.020 2.000 0.000 7.440 I Reach r ��Segament r 0.t 00 Tributary 1 0„000 t 0.000 i 0rr04»10 1 0.(.,)00 RUno•f•f 1 0.020 1 2.0Ca0 1 0.000 7.440 Segment I Reacht b Was r ! Tributary 0 0.r030 1 .t�:�l00 ; 0.f0f00 ; `'�7.4.`4,r0 * Runoff 1 0 a 02�1 1 r�2' 2 a 000 1 0 w 000 1 /. 44�+�-� 7.440 * Runoff flow is in c f s/ rri i t e WINTER ^ , � . ` MODEL RUN AT BODU PROTECTED / SAVED AS MIDSOU#2 ---------- MO 'L RESULTS ---------- Discharger : MID-GOUTH WATER SYSTEMS, INC. ^ Receiving Stream : GOOSE CREEK The End D.O. is 7.10 mg/I. The End CBOD is 28.07 mg/l. The End ~-------------------~--------------------------------------------~------ NBOD is 0.00 mg/l. WLA WLA WLA DO Min CBOD NBOD DO Waste Flow (mg/1) M1lepoint Reach # (mg/1) (mg/1) (mg/1) (mgd) ----------- 8egment 1 6.10 0.00 1 Reach 1 66 0.00 5.00 0.70000 Reach 2 94 0.00 5.00 0.20000 Reach 8 0 0.00 0.00 0.00000 Reach 4 0 0.00 0.00 0.00000 Reach 5 0 0.00 0.00 0.00000 Reach 6 0 0.00 0.00 0.00000 ### MODEL- SUMMARY DATA I'' � � # Discharger MID -SOUTH WATER SYSTEMS 4 :I: SUbb as i n a 030712 Receiving Stream GOOSE CREEK Stream Class-.- C Summer r Cl 1. 1 n 0. . J. Winter '7010 ;; 0.4 Iles>igr, Te-(ipr)eratt..tj^.e;, 1.5. !LENGTH! SLOPE! VELOCITY I DEPTH! Ki 1 K1 1 K2 I K2 I KN I KN 1 KNR I KNR 1 1 mile 1 ft/mil fps 1 ft Mesignl @201 Mesignl 3201 !design! a201 !design! 320, 1 ----------------------------------------------------------------------------------------------------- Segment 1 1 0.251 16.001 0.171 1 0.77 1 0.33 1 0.42 1 4.42 1 4.921 0.00 1 0.00 1 0.00 1 0.00 1 Reach 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Segment 1 1.00E 16.001 0.193 1 0.81 1 0.34 1 0.42 1 4.99 1 5.571 0.00 1 0.00 1 0.00 1 0.00 1 Reach 2' ' 1 f ! , , I 1 , , 11 1, ,1 , 1 I 1 : , i i I ----------------------------------------------------------------------------------------------------- 1 , 1 1 ,1 1 1 11 Segment 1 1 0.261 38.501 0.243 1 0.7E 1 0.42 1 0.52 115A2 1 16.861 0.00 0.00 1 0.00 1 0.00 1 Reach 3 1 1 1 1 1 1 1 1 1 1 1 ----------------------------------------------------------------------------------------------------- 1 , , 1 i , , 1 , , I , 1 1 , 1 i , 1 1 1 1 1 1 1 1 Segment 1 1 0.901 22.501 0.205 1 0.79 0.36 1 0.45 1 7.46 1 8.321 0.00 1 0.00 1 0.00 1 0.00 1 Reach 4 1 1 1 1 1 1 1 ----------------------------------------------------------------------------------------------------- , 1 , 1 1 1 1 , 1 1 , , 1 1 1 1 , 1 1 1 1 1 1 1 1 1 Segment 1 1 1.701 11.00E 0.164 1 0.89 1 0.31 1 0.39 1 2.91 1 3.241 0.00 1 0.00 1 0.00 1 0.00 1 11 1, 1 1 1 1 11 1 1 11 ,, ,, ,i ,I 1 Reach 5 1 1 , 1 1 1 1 , 1 , 1 1 1 1 1 1 1 1 1 , F , 1 1 1 F 1 Segment 1 1 0.901 12.601 0.164 1 0.92 1 0.32 1 0.40 1 3.34 1 3.721 0.00 1 0.00 1 0.00 1 0.00 1 Reach 6 ' , ----------------------------------------------------------------------------------------------------- 1 Flow 1 CB0D 1 NI{t: D 1'.)„0„ ; 1 c f ss 1 al / :i 1 mg l I 1 mg i 1 1 Segment i. Reach :I. Waste 1 1.085 1 66.000 0.000 1 0 5.000 Headwaters! 0.400 i 2 . 00C) 1 (,) „ 0t{�)t0 1 9.030 Tr i b U t ar y i 0. 0001 0. 000 1 C) . 000 1 0. OC)(^) Runoff 1 0.400 1 21.000 1 0 „ 000 1 17.080 Segment 1. Reach 2 Waste 1 0.310 000 1 0 „ C)00 i 5.00C.) Tributary 1 0. 0 (.) C) 1 C) „{:) (.) C) 1 #_) „ 00 0 1 0„ 0 ) 0 * Rt..tT1C9f f 1 0 . 000 1 0. 000 i 0 . 000 i 0.000 Segment 1. Reach 3 Waster i 0 . ()0{.? i (..) . 000 1 0 . {,1I.){.) 1 0 . 00 0 Tr J. bu't:ar jr i 0 „ (.)Cl0 1 0 „ 000 1 () „ (.)00 i {.1 „ 0()() 3Reach Segment 1 Reac ; Waste "t _._ .. .- . - _- "_' { 1egme� fart{^I i . 0 {-•} 1 1 • , •, •. : 1 0. O C) {_? i . . . •, a. • 1 {_} „ 0 0 C.) 1 . a • a. a, . 1 0 „ {^? y? 10 r i r^a r'•a r•'a * Runqf� | 0 . 040 | 2.000 � | 0. 000 9. 080 .^� + ^ , ' ^ egm�n Segment 1 ac Reach 5, , Waste | 0.000 | 0.000 | 0.000 | 0.000 Tributary / 0.000 < 0.000 | 0.000 | 0.000 * Runoff ' | 0.040 | 2.000 | 0.000 | 9.080 Segment 1 Reach 6 Waste | 0.000 0.000 | 0.000 | 0.000 Tributary ( 0.060 ( 2.000 | 0.000 ( 9.080 * Runoff It 0.040 1 2.000 1 0.000 | 9.080 * Runoff flow is in cfs/mile % S 7 I� C �i13 a.a�t-nil_ �5U57tdl.�4to I�ad �vu�", I c1g i nos -.obis v�o-5-� a. ia.Wa• 7558 '86 Cw4 = a' a Q--------- �G �— — --UT U, 2 m5 cl S iSaoseG. ' • 1��5 ---- o �- - —-4�:.�J'- — �C2s- �•�5�fs OA= 8. [n5 - QA- 9-00 vu1r�-- 'Xca-. �os= o• I yip,=. 03`7 I I -.91 a � =• b� - t ,; tN.-- � � v )_-_ _. _.- _ _ - . �.� _ _.. _. 1. ao�7-_qo% 50P -- _ � 3 f 1 I ! Cl t4u - .-- - � � - - - ----- --�--------•._.. ! _ - __._ - -...., - � �-----.�IuJ!"�� .. V�/�W"i�� `elf-�. -.1 ..,_....-....... -. - ----- - -- - - - I I J III • b ' - !tk I fEl ! Ian 7 1 • 1 elty dist ��.o 0 - ------ -- -- - -_ - dust sto � �5�0 .L� Strew M : oc�e ram, '7 o.4 3g 1'1altA Grrt B('a�C�1 / D� .5 �4� 2=/ a!= Cal M StoP e Calculd-tio+ns (5qa—j-q0Z �,a5=qo 65 c�) fl 6 530 5.31 .91 a;staacG