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NCG550155_Wasteload Allocation_19810122
p o 03 °tO P AS 'IA\l, 1 1^, , o,3 s, DEN c- : lAorz G�iG e-,A T Q oen-fo- Pe4.04.2T a 0 eN I c 3 NPDES WASTE LOAD ALLOCATION _ r' - it Facility Name: l n rkc( W p4Pi Psi d eMce_ Date: 7 I .110 E r.1cG-55 0 k s s /a I- _ l v Existing Permit No. : u '-"t \to Pipe No. : County: t-- 4 / . Proposed V ▪`� Design Capacity (MGD) : .0004- Industrial (% of Flow) : Domestic (% of Flow) : 1 n o Crn' Receiving Stream: ISZQY Cr Class: v Sub-Basin: d3-fi b' f�' . 1..6 �J'f R 1 .2 Reference USGS Quad: fttni (Please attach) Requestor: �� ` �� Regional Office (Guideline limitations, if applicable, are to be listed on the back of this form.) Design Temp. : .-6 C Drainage Area: 5I•L-rn' Avg. Streamflow: 7Q1O: 0 . t Lf Winter 7Q1O: .3OQ2: Location of D.O.minimum (miles(( below outfall) : 04 Slope: . ''/I�'�CY, -/ A44 E Velocity (fps) : N .` }-(M Kl (base e, per day, 2O0C) : '5J K2 (base e, per day, 20°C) : .4 C., 0 H Effluent Monthly Effluent Monthly 0 Characteristics Average Comments Characteristics Average Comments •i 60 ---- An, Q. • ) ,._ ' T / . -5 — 144. —9 L[4.t.ty— t Parila • Original Allocation Revised Alloc tion Date(s) of Revision(s) (Please attach previous allocation) a ' • S Prepared By: viewed By: Date: tia fK1 t*) • . For Appropriate Dischargers, List Complete Guideline Limitations Below Ili Monthly Y Maximum Daily Characteristics Average Average Comments Type of Product Produced Lbs/Day Produced Effluent Guideline Reference 7 ., 1 1 0-.$ ,:-. 5s- , go - 6 '--c--/ -- ' '' Q it - . . 1 1 aiscY- as, - �' 1 ta Q30. 0':0: 1 ' ' -,rill tY0 P— 7 ffir '-e'd Iv I- -V1 A ar“,ilal'7a,,, 1 ' ' ' c-11-2) ) t-)--,,r--.44r-to 171-7-4—(r)--74 ;:-.4 vt:1 --C-:,:lni wag 'Y _. - O¢ (', r-T — T--61 .. Ail t WASTE LOAD ALLOCATION APPROVAL FORM Facility Name: Charles Woffe Residence County: Chatham Sub-basin: 03-06-12 Regional Office: Raleigh Requestor: Bill Reid Type of Wastewater: Industrial Domestic 100 If industrial, specify type(s) of industry: Receiving stream: Bear Creek Class: C Other stream(s) affected: NA Class: 7Q10 flow at point of discharge: 0.1 cfs 30Q2 flow at point of discharge: - Natural stream drainage area at discharge point: 51.4 mL Recommended Effluent Limitations Monthly Average e BOD5 = 30 mg/1 TSS = 30 mg/1 pH - 6-9 (SU) Flow = 400 gpd (.0004 MGD) 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: : /1 0.134 �^�v 4.1 gtiu) Date: Head, Techncial Services Branch ielt4LI Date: I ' Reviewed by: Regional Supervisor ,7?$.4Date: 1/)/1 Permits Manager Date: 1- /5, -r/ Approved by: Division Director � Date: 1//, /./,� � :' DATE: September 17, 1985 a+- r / STAFF REPORT AND RECOMMENDATIONS / COUNTY: Chatham NO. : NC0048216 1.- $ 1� �f ,D , Part I - General Information SEP 19 1985 1. Facility and Address: David L. Hinton 1511 Harth Drive ENGINEERING Garner, NC 27529 PERMITS & 2. By: Bob Mangum--- 3. Person Contacted and Phone Number: David Hinton , 4. Location (Attach Map) : on SR 2156 in Chatham County 5. Topography: Gentle slopes of between 6° & 10° / :, k�,..-': j 6. Location of nearest dwelling: within 1 mi. ( - la��.. -``:'�a x';_ `= fi �'` J _� � _ 7. Receiving Stream or Affected Surface Waters: Bear Creek Myi a. Classification: "C" waters - c. River Basin and Sub-Basin No. : Cape Fear River Basin 03:06:12 Part II - DESCRIPTION OF TREATMENT FACILITIES 1. Proposed Facilities: Septic tank, single subsurface sand filter;, chlorination, post aeration Part III - EVALUATION AND RECOMMENDATIONS (Include Monitorin Recommendations)'.` This request is for renewal of an NPDES Permi` }issued to Mr. Charles Wolfe in February, 1981. A wasteload allocation wad performed: on the receiving stream by our Technical Services Branch at. that time. The results of that wasteload allocation indicate the need for a septic tank - single subsurface sand filter - chlorination and post adrationrto adequately protect the integrity of the environment here. Due to the sparseness of population here it appears that this type of system would be appropriate for this proposed residence. Therefore it is recommended that this permit be renewed for a five year period with a requirement for a yearly operational inspection to be done by the owner with supporting documentation submitted to this office. The wastewater treatment facilities have not been constructed. 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