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HomeMy WebLinkAboutNC0036935_Wasteload Allocation_19870422Y A NPD WASTE LOAD ALLOCATION Facility Name: G Existing 0 Proposed O Permit Na.: '41GOd3 ( 5W 55- Pipe Ib Engineer Date Rec. _TL7 - County:y�Q_ Design Capacity (MOD): , % Industrial (% of Flow): Z411-L Domestic (% of Flow): Receiving Stream: , �G�0&441' /OA-jf_ Class: Sub -Basin: Reference USGS Quad:�lZ S� (Please attach) Requestor:,� Regional Office OGItJol�_ (Guideline limitations, if applicable, are to be listed on the back of this form.) Design 7bmp.: �� Drainage Area (mi2): 1416 Avg. Streamflow (cfs): U Y 7Q10 (cfs) /o,S Winter 7Q10 (cfs) 9,S 30Q2 (cfs) /o,% Location of D.O. minimum (miles below outfall): 0,0 Slope (fpm) .27 Velocity (fps): "?13 K1 (base e, per day): Effluent Characteristics Monthly Average Comments ?SS Alcla ey,� T-19.db AA 9 .rd, 0115' K2 (base e. oer day): If./Z Effluent :'onthly Characteristics t.verage Comments Ori ti O Comments: t. q� el PLOTTEDRe 1 a 'on Co tion Prepared By: Reviewed By: Date: Z� i 1 WASTELOAD ALLOCATION APPROVAL FORM Request No, :3853 Facility Name Type of Waste Status Receiving Stream Stream Class Subbasin County Regional Office Requestor Date of Request Quad : PINE MOUNTAIN PROPERTY OWNERS ASSOC. : DOMESTIC : EXISTING : JACOBS FORK : WSIII ; 030835 : BURKE Drainage Area (sq mi) : MRO Summer 7010 (cfs) : WIGGINS Winter 7010 (cfs) : 3/3/87 Average Flow (cfs) : E12SE 3002 (cfs) --------- RECOMMENDED EFFLUENT LIMITS Wasteflow (mgd): 0.0696 5-Day BOD (mg/1): 30 Ammonia Nitrogen (mg/1): NR Dissolved Oxygen (mg/1): NR TSS (mg/1): 34i Fecal Coliform (#/100ml): 1000 pH (SU): 6-9 Upstream (Y/N): N Location: Downstream (Y/N): N Location: Reviewed by: �E�EIV CAVIR0P�LIENIAL A1Ary4q; - APR Q 196? P MONITORING COMMENTS Recommended by 1$10)),1111 - Tech. Support Supervisor Regional Supervisor Permits & Engineering 16.6 sue,. 6.5 9 : s' 30 10.9 APR ] 7 W PMhTR 4-ENC1►dfi ?7"I, Date -400%-- Date -- Date Date Date-_.z!%P.7_--- SUMMER MODEL SAVED ON VOLUMEoLBDATA17 ` UNDER FILENAME "PMTNPROP" -----�_--- MODEL RESULTS ---------- Discharger : PINE MOUNTAIN PROPERTY OWNERS ASSOC'. Receiving Stream : JACOBS FORK ---------- ____-._____________________________~__________________________ The End D.O. is 7.64 mg/l. The End CBOD is 4.12 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) (trig /l) (mg/l) (mgd) Segment 1 7.28 0.00 1 Reach 1 135 0.00 0.00 0.06960 MODEL. �1.J1111flRY E)A"i"(-1 Discharger PINE MOUNTAIN PROPER"rY 0WNSUbbasi.n O's08=.35 Receiving Strear- n JrAt;0B s l'=0l'�+:1 Stream ('.bass. W-3111 �t�trr:ter7010 . „ � W i. y-ite s- W.11. 0 . 6.5 Design Temperature. 1.4., 1LENSTH11 SLOPE! VELOCITY 1 DEPTH! K1 1 K1 1 K2 1 KP 1 KH 1 KN 1 KNR 1 KNR 1 1 mile 1 ftlmil fps 1 ft Nesign: 320° Nesign: MO Wesignl a@20° Wesignl 1201 1 ----------------------------------------------------------------------------------------------------- 1 J 1 1 f i l 1 f F 1 I1 1 1 f 1 1 1 i i 1 1 I 1 1 Segment 1 1 0.191 27.00: 0.393 1 1.06 1 0.30 1 0.50 :16.78 1 19.121 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 ----------------------------------------------------------------------------------------------------- 1 Flow 1 CBOD 1 1 cfs 1 mg/ 1 1 Segment 1 Reach I Headwaters! 6. ,..,x..){_) l 2. t)00 i Tr ihUtary 1 0„ 000 1 0„ OC)0 1 * Runoff flow is in cfss/mi.le rrlg / 1 1 mg / l 1 C) „ C) C) y) 1 'J M 1 0'w) y�9�d7 /uunF�' s Uy4, �l1 03d 3s dYl �" 9w� .06q�y INIr s7�h = 6.5 cf3 lonla 38ss ii p/�=asp 7A*, Z 7,e,� S7Q 10 - /o. / w79 10 I Y. 77 19co_ L166L7� A�,ffIvo,ydod y,L 1Y ._ �✓ 7 l0 .3yC731,kj1 Z Q - ss _57 // 17ucfl cal� ;u 7"ls T�✓ �' i; v v 6 s7gt� a w�� �� ` �/6.�•,,��5'��i►.,,� y, sue' C.4M/� t m LN distaAC-C.