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NC0066516_Wasteload Allocation_19860701
Facility Name: Existing O 6WV4 OF FuQu - NPDES WASTE LOAD ALLOCATION Engineer Da a Rec. i Date Proposed ® Permit No.: M C� (o (o S( to Pipe No.: • 00 ( County: a Design Capacity (MGD) : c. 4.. o Industrial (% of Flow) : O Domestic (% of Flow) : Receiving Stream:-T'Lc(X(8L Gke-E-K Class: C Sub -Basin: 03—p4--Q3 Reference USGS Quad: E Z3 SE ( Please attach) Requestor : Si4A1 R& ((D6 e S Regional Office Akri FtAQuA-4 - I AR (K A - Guideline limitations, if applicable, are to be listed on the back of this form.) Design Temp.: � f-` Drainage Area (mil) � 6 Avg. Streamf low (cfs): `�, 0 7Q10 (cfs) Q, ( Winter 7Q10 (cfs) 0 •(. 30Q2 (cfs) Location of D.O. minimum (miles below,utfall): Slope (fpm) 18.4 Velocity (fps) : O, 3 Kl (base e, per day) : rC) .4 9 K2 (base e . toer day) : (1 ; % q . co ,q�._F• c� to . c� ;BY Effluent Characteristics bbnthly Average Comments (P (� •� 3� 3� 3© col; I poc) (c,c: a OoC) !a,41I L 6 �- ::�j - - q Oric(i�al il1ocVtV6n--6 Comments: Effluent I Characteristics .':)nthly Lverage Comments 3e as i 8 /s N K 00 rss 3 30 30 Fcr-a Co rw, l 0co o [PH 6-9 s�dl ation O �rfia on O 1 1 — AI By: w Reviewed By: Date: �r Toc.JN oF' �uRu,4Y- ;ERIES (TOPOGRAPHIC) ���r r 47'30"1— —�- 101 �o FEET '03 78°45' -- ----- --- �/A-2 t N A -S LkYrP --- l - 35'37'30" w N co o (oc. s- I /;. 19� Futdt �Ay -v A-R IN A �\ i` ,o;) 3944 • �, c� �p -jir 680000 FEET )s 3 � potNT 3943 14 Il \\\ \ Ter r , yz Cerp C4ub- .I / fT J 3e1 •% _ r filer �% _ �` � lr � •-� � I ��� . ii - ;�I — _ - Park • � J � � bPark o % • / / u `\ V o l' it V i 50 o • M �j. \ �• oinis o 3941 27 •�-_.In /\ ar P. - a' 2 ° 3940 35' ::Cerr1 3939 BM Ut, •��1 \`I (: /� ��.. \ .' p / - • /i,J� / ', /�, •I mil. 1 `" �c i�l�� `� r � 3' 0 Request No. :3045 C)I ) S" G) --------------------- WASTELOAD ALLOCATION APPROVAL FORM --------------------- Facility Name : FUQUAY-VARINA WWTP Type of Waste : DOM Status : PROPOSED Receiving Stream : TERRIBLE CREEK Stream Class : C Subbasin : 030403 County WAKE Regional Office RALEIGH Requestor BRIDGES Date of Request Quad E23SE IS Tq" 11�CEIVE JUN 26 iy_ RALtiun REGIONAL OFFICE Drainage Area (sq mi) : 6.43 Summer 7010 (cfs) : 0.1 Winter 7Q10 (cfs) : 0.6 Average Flow (cfs) : 7 ------------------------- RECOMMENDED EFFLUENT LIMITS ------------------------- summer winter Wasteflow (mgd): 2 4 6 2 4 6 5-Day BOD (mg/1): 12 9 8 22 18 15 Ammonia Nitrogen (mg/1): 9 7 6 19 14 12 Dissolved Oxygen (mg/1): 6 6 6 6 6 6 TSS (mg/1): 30 30 30 30 30 30 Fecal Coliform (#/100ml): 1000 1000 1000 1000 1000 1000 pH (SU): 6-9 6-9 6-9 6-9 6-9 6-9 COMMENTS L (Z W xek Gt Cke 41nr llm� . 1 _ (Z.d tA,G.D WLA J,., a•eA,. %t� ( WLA # 3 z35). Recommended by _ Date _Ca I2U c45 r Reviewed by: // �✓/ ��AA+ -- Tech. Support Supervisor Date hlzl --- Regional Super viso(`�'_-_ d_-- Date Permits & Engineering _ _--------- Date