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Home My WebLink AboutNC0075973_Complete File - Historical_20171231Date: May 17, 1989 NPDES STAFF REPORT AND RECOMMENDATIONS County: Gaston NPDES Permit No. NC 0075973 PART I - GENERAL INFORMATION 1. Facility and Address: Ashe/Tidwell Condominiums WWTP 1315 Laurel Lane Gastonia, North Carolina 28054 2. Date of Investigation: January 27, 1989 3. Report Prepared By: G. T. Chen 4. Person Contacted and Telephone Number: Mr. Buddy Ashe, Project Developer; 704/825-1334 5. Directions to Site: From Belmont, Gaston County, travel south on Highway 273 (South Point Road, S. R. 2525) approximately 3.9 miles to the junction with Reese Wilson Road (S. R. 2526). Turn left on S. R. 2526 and travel east/south approximately 0.7 mile to the junction with a gravel road on the left (east) side. The proposed site is a wooded area, approximately 0.15 mile southeast of the junction. 6. Discharge Point - Latitude: 350 09' 56" Longitude: 810 00' 35" Attach a USGS Map Extract and indicate treatment plant site and discharge point on map. USGS Quad No.: G 14 NE 7. Size (land available for expansion and upgrading): Adequate land area available for the proposed facility and future expansion. 8. Topography (relationship to flood plain included): Sloping toward Catawba River at the rate of 3-100. The site for the proposed facility is not in a flood plain. 9. Location of Nearest Dwelling: A number of dwellings within 500 feet of the proposed facility. 10. Receiving Stream or Affected Surface Waters: Catawba River a. Classification: WS-III and B b. River Basin and Subbasin No.: 03-08-34 Page Two C. Describe receiving stream features and pertinent downstream uses: Source of water supply for drinking, culinary, or food -processing. Also suitable for swimming, primary recreation and all Class C uses. There are many upstream and downstream dischargers. PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. Type of wastewater: 100% Domestic 0 o Industrial a. Volume of Wastewater: 0.00576 MGD* and 0.0080 MGD** *Existing **Modified b. Types and quantities of industrial wastewater: N/A C. Prevalent toxic constituents in wastewater: N/A d. Pretreatment Program (POTWs only): N/A 2. Production Rates (industrial discharges only) in Pounds: N/A 3. Description of Industrial Process (for industries only) and Applicable CFR Part and Subpart: N/A 4. Type of Treatment (specify whether proposed or existing): No engineering proposal has been submitted.. The applicant proposes to construct a 5,760 gpd treatment plant with standard features to meet DEM requirements. 5. Sludge Handling and Disposal Scheme: Excess sludge will be removed from the plant and disposed of properly in accordance with the requirements of the Division of Environmental Management and Department of Human Resources. 6. Treatment Plant Classification: N/A 7. SIC Code(s): 4952 Wastewater Code(s): 06 PART III - OTHER PERTINENT INFORMATION 1. Is this facility being constructed with Construction Grants Funds (municipals only)? N/A 2. Special monitoring requests: N/A 3. Additional effluent limits requests: N/A 4. Other: N/A PART IV - EVALUATION AND RECOMMENDATIONS The applicant proposes to construct a small wastewater treatment plant with a capacity of 5,760 gpd to serve the Page Three initial development of a sixteen (16) unit condominium project which may later be expanded to twenty-four (24) units. In his letter dated March 30, 1989, Mr. Dennis L. Fox, P. E., Fox & Ritter, Inc., has requested on behalf of Mr. Buddy Ashe, Project Developer of Ashe/Tidwell Condominiums, that the permitted wasteflow be increased from 5,,760 to 8,000 gpd. A Staff Report for the subject project, dated January 30, 1989, was prepared by G. T. Chen of this Office. It is recommended that the Permit modification request for an increase of wasteflow be approved, provided that conditions recommended in the aforesaid Staff Report be met by the applicant. Sijn-atui6 of Report Preparer Water Quality ional Supervisor P 11106 CIP-1, Wk P1 38 91 V q 61T RZ 38 MN 550 TON- . ..... . . 7: 0 r 388 �� , �� MP 7 RO 000 FEET.- /�� \` / %' I\� it \! I � � % � Q �(` �\ •\I• 1 - < 3888 Wiv 51, 3887000m.N. 35'0730" 196 213 0 11900 000 FEET (S.C.) i 498 0 INTERIOR -GEOLOGICAL SURVEY. RESTON, VIRGINIA-1976 81'L)OI - 499000m.E. CLASSIFICATION ROAD 0 1 141LE Primary'highway, Light -duty road, hard or aii� surface_______ improved << h ed surface---- Secondary highway, hard siur'face___Interstate Route U. Unimproved rdad.__==-_-===== — C3 S-i Route -State-Route BELMONT N.C.-S.C.. QUADRANGLE LOCATION NE/4 CLOVER 15'QUADRANGLE N3507.5—W8100 /7.5 GNA/ Permit Number : NCO075973 Facility Name : BUDDY ASHE/TIDWELL CONDOMINIUMS Type of Waste : 100% DOMESTIC Status . ° EXISTING Receiving Stream : CATAWBA RIVER (LAKE WYLIE) Stream Class ° WSIII & B Subbasin : 030834 County - I : GASTON Drainage Area (• q mi) : 2060 . 0 Regional Office : MRO Average Flow (cfs) : 80.0 Requestor : HARRIS Summer 7Q10 (cfs) 1 80°0 Date of Request : 5./8/89 Winter.7Q10 (cfs) : 80.0 Quad : G14NE 30C.•12 (cfs) : 80.0 RECOMMENDED EFFLUENT LIMITS .F^JDE EXIST. Wastefl ow (mgd) : 0 ° 008 .0. 006 5-Day BIND (mg/1) : 15(BPJ) 15(pPJ}j�- Ammonia Nitrogen (mg/1) : 4 (Bpi) 4 (BPJ) 'ImsLON � L° � Dissolved oxygen (mg / 1) : 5 (Bpi) 5 (B P J) ENvta�vMENTat "ANAGEM �'¢ TSS (mg/1) : 30 (WQ) 30 (l^Q) Fecal Col ifor•m (#/100ml) : 200(WQ) 200(WQ) MAY 17 1989 pH (SLR) : 6-9(WQ) 6-9(WQ) . ° WORESVILLE. j; REGIONAL .OFF(G& I; ____________________________ -- -- MONITORING ------ --------=------------------ Upstream (Y/N): N Location: Downstream (Y/N): N Location: (COMMENTS RECOMMEND MONTHLY EFFLUENT MONITORING FOR TOTAL PHOSPHORUS AND FULL NITROGEN SERIES: TKN, NH3-N, AND NO2+NO13. *PERMIT SHOULD, CCINTAIN THIS REOPENER STATEMENT: "DIVISION STATEMENT OF CONCERN - ADVANCED LEVELS OF EUTROIPHICATION HAVE -BEEN OBSERVED IN LAKE WYLIE BY THE STATES OF NORTH AND SOUTH CAROLINA. IN RECOGNITION OF THIS PROBLEM., THE DIVI- SION WILL RESERVE THE RIGHT TO REOPEN THE PERMIT TO ADD EFFLUENT NUTRIENT LIMITS UPON DESIGNATION OF LAKE WYLIE AS NUTRIENT SENSITIVE WATERS (NSW) OR IF DEEMED", APPROPRIATE BY THE DIVISION (IOR EMC) BASED UPON FURTHER WQ ANALYSIS.,, ------------------------------------------------------------------------------- Rec:omm nded Ravi loved by: Regional Super& Permits & Engineering D a t . L5�//11P7 CIate Date Date RETURN TICI TECHNICAL SERVICES BY JUN 13 1999 RECEIVED . . JIjY{SIO@ OF 'EPIVIRONMENTAL MANAGEMEHU ' MAY 18 i989 . - State of North Carolina A{OORESVILLE - . _ . Department of Natural Resources and Community f evel pment . - Division of Environmental Ivlana-; nt - z 512 Nort}i Salisbury._Street'�.Raleigh,Noi-th:Carolina 276ll James .G MarrinI Goycmor': ` . - `T S. 'Thomas'Rh' - �� R Paul �lUilms s odes, Secretary, D)rector [ _j rs�` _ Subjecfi• NPDES Permit; Application NPDES Permit- No. NC00 ',7.a �� i- f �{ { .a . L�- / 1y„ �,. r N., 1 1'Ls fi)�i-1.7r.. (_�. Aa..i�ti RS.v S=l `s /i1. )V.y::11 Y. 4 t - tJ '., t.- ; 1 t �_•` t �"�.N t 104nt y. ' LA DT �IIi /� t ..h ti A Y Y ear _ T71-��F1,_�` _"'K ry T J i `,x F f fit - 7x t 1. ! , f Y • _ :7 This is tom acknowledge receipt lof rthe following'"documents on;fr ;:,.ry �o 'l` -, �Application ;F:,-- 3 4= Engineer Ong,- .roposaZ : ,% or:`pro'posed contxol fac-ilit;�es)1 Request> or permit renewal, r?ApplicatAion Processing Fee of $ �7�ry fib , jJ ` Other atyr" rfy�aJCM t a� ems{ � ZyA1~�z +�,'rt+ery = The,itpms checked] below are 'needed t�efore review can be 'in• - ` , Application,'form '*:53. C;Copy enc],ose,d`), ' x'Engineering Proposal _, See.'Attachment); c Applicat`ion Processing° Ee. of $T , , y ether � ; ,� � 3. A a �i 1} 'r r1a L {fir' 1_1tZ:,,Ll )3 a +l i•v t> 1 rr < 1, aj &l :r r ,r At_`t t`7 ,. r4 rig 3� Il tau i. Tr�u i�t �r Tv�Fiy L fi 3 �a 6 Y�ti� P x'la 7aa rr c t�{�� < i "g Z.f he ag Zlicatiorir.1 not made Qm lets within` thirty 3.0 da s; -it will ax C be retuined t'o you= and: tray'. be zesubinitted when complete `4 yx t -r .inn. -}` .-x } �. sn T F . y .; - :it 3 r i . - t' } This application has been assigzred :to` �1. ,t [� __ 6919/ 33 3083) of our :Permits ITnit for review :You rwi1L be advised of any comments recommerid'ations, questions;=oi other- inf'orma:tion`necessary - f,or the review of 'the appl•icCion.< ' } .. ' - r , . 1-1 -_amby copy ._of this letter, t r:eq'uesting that our Regional Office SupervisQrprepare-a staffrepost and recommendations regard ng this d1srharge.; if: you',have any quest3os x;egariling this; application;: `please cofitactAhe ire ie-� person °listed above. - r t y k 1 }L � rIF ., r r r E S c e a 1. y r a t�` t 1 f ,._ f. s .*z 4 y, ,• i _ _ f r ry . -.,.1 - t ,\ A , .. r ` C' �i l ref 2�f � ux ou rry .P, E - ' `':Superwi�sor, Pe-rb,fts and :Engineer_ing'- - = cc : ._ . - . .' - _ .- o - , , P 11u1ian.Preventwn Pays :: - . P.O Box 2768T Raleigh, -North Carolina 276U-7687 Telephone 91 733-7015 .. FOX & RITTER, 1612 E. OZARK AVE. GASTONIA, N. C. 28054 March 30, 1989 ' Mr. Arthur Mouberry, P. E. Supervisor, Permits and Engineering Division of Environmental Management N. C. Dept. of Natural Resources And Community Development P. O. Box 27687 Raleigh, N. C. 27611-7687 Civil Engineers INC. • �•�• Surveyors 865-6861 (704) - ter' fi'° o � �" a 9 d"' At= r u 31989-- I UgGINEEIRINC; RE: NPDES PERMIT APPLICATION NPDES PERMIT NO. NCO075973 Ashe/Tidwell Condominiums WWTP Belmont, Gaston County Dear Mr..Mouberry: Enclosed are three (3) copies each of the Vicinity Map, Site Plan .Map, and Preliminary Engineering Data on the above referenced Permit Application which is dated December 14, 1988. Please notice that vc s�#.�snQ < ._Qn,__lortBer s �- Day to 8,000,-Gallons:Per Day. These are submitted for your approval. We are still waiting on the final decision as to the formation of - the corporation - partnership status of Buddy Ash and Roy Tidwell and will advise just as soon as possible. If there are any questions on the above, please advise. Sincerely, i RECEIVED 'ISION 0£ &MRONMENTAL MAMAGEUEKI copy to: Mr. Buddy Ash t fLb, APR 6 1589 A40ORESVILLE .SfOIONAL QEf7� FOX & RITTER, IN . � n Denn_is L. Fox, P. E �v grtokl March 30, 1989 FOXA RITTER, INC. 1612 E. OZARK AVE. GASTONIA, N. C. 28054 PRELIMINARY.ENGINEERING INFORMATION BUDDY ASH/ROY TIDWELL CONDOMINIUMS BELMONT, GASTON COUNTY, N. C. Civil Engineers Surveyors 86S-4861 (704) It is proposed to construct approximately 20 units consisting of 2 bedrooms each or a total of 80 people @ 100 GPD/PERSON 8,000 Gallons per Day. Domestic Sewage. Will -use a conventional 24 hour Extended Aeration Plant with two blowers, 24.hour aeration, secondary settling, solids return and recirculation, aerobic digester, 30 minute detention chlorine contact chamber, effluent rate discharge meter and/or weir, and will pipe discharge 40 feet into the Catawba River, pointing discharge downstream. The topography of the site will require one sewer interceptor to be located approximately 10 feet -parallel to the south property line. Will drain by gravity to the proposed 8,000 Gallon Per Day Extended Aeration Plant. Sludge disposal to be by contract hauler as approved by the EPA and State of North Carolina. By: Dennis L. Fox, P. E. • �o,titttcr�l�et oa r ;,`, p�,��l,� L..• ` � � rev,` . 3 �ao Date: January 30, 1989 NPDES STAFF REPORT AND RECOMMENDATIONS County: Gaston NPDES Permit No. NC 0075973 PART I - GENERAL INFORMATION 1. Facility and Address: Ashe/Tidwell Condominiums WWTP 1315 Laurel Lane Gastonia, North Carolina 28054 2. Date of Investigation: January 27, 1989 3. Report Prepared By: G. T. Chen 4. Person Contacted and Telephone Number: Mr. Buddy AsYie, Project Developer; 704/825-1334 5. Directions to Site: From Belmont, Gaston County, travel south on Highway 273 (South Point Road, S. R. 2525) approximately 3.9 miles to the junction with Reese Wilson Road (S: R. 2526). Turn left on S. R. 2526 and travel east/south approximately 0.7 mile to the junction with a gravel road on the.left (east) side. The proposed site is in a wooded area, approximately 0.15 mile southeast of the junction. 6. Discharge Point - Latitude: 350 09' 56" Longitude: 810 00' 3511 Attach a USGS Map Extract and indicate treatment plant site and discharge point on map. USGS Quad No.: G 14 NE 7. Size (land available for expansion and upgrading): Adequate land area available for the proposed facility and future expansion. 8. Topography (relationship to flood plain included): Sloping toward Catawba River at the rate of 3-100. The site for the proposed facility is not in a flood plain. 9. Location of Nearest Dwelling: A number of dwellings within 500 feet of the proposed facility. 10. Receiving Stream or Affected Surface Waters: Catawba River a. Classification:- WS-III and B b. River Basin and Subbasin No.: 03-08-34 Page Two C. Describe receiving stream features and pertinent downstream uses: Source of water supply for drinking, culinary, or food -processing. Also suitable for swimming, primary recreation and all Class C uses. There are many upstream and downstream dischargers. PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. Type of wastewater: 100o Domestic 0% Industrial a. Volume of Wastewater: 0.00576 MGD b. Types and quantities of industrial wastewater: N/A C. Prevalent toxic constituents in wastewater: N/A d. Pretreatment Program (POTWs only): N/A 2. Production Rates (industrial discharges only) in Pounds: N/A 3. Description of Industrial Process (for industries only) and Applicable CFR Part and Subpart: N/A 4. Type of Treatment (specify whether proposed or existing): No engineering proposal has been submitted. The applicant proposes to construct a 5,760 gpd treatment plant with standard features to meet DEM-requirements. 51. Sludge Handling and Disposal Scheme_: Excess sludge will be removed from the plant and disposed of properly in accordance with the requirements of the Division of Environmental Management and Department of Human Resources. 6. Treatment Plant Classification: N/A 7. SIC Code(s): 4952 Wastewater Code(s): 06 PART III - OTHER PERTINENT INFORMATION 1. Is this facility being constructed with Construction Grants Funds (municipals only)? N/A 2. Special monitoring requests: N/A 3. Additional effluent limits requests: N/A 4. Other: N/A PART IV - EVALUATION AND RECOMMENDATIONS The applicant proposes to construct a small wastewater treatment plant with a capacity of 5,760 gpd to serve the initial development of a sixteen (16) unit condominium project which may later be expanded to twenty-four (24) units. Page Three It is recommended, provided the Department of Human Resources also concurs with the subject proposal, that an NPDES discharge permit be issued to the applicant as requested. Because of the water classification of the Catawba River, WS-III and B, it is requested that a standby power source be provided for the subject facility. The Authorization to Construct should also reflect requirements that the effluent outfall line be extended a minimum of 150 feet into the river from low water level. Furthermore, it is recommended that a buffer zone with a minimum distance of 150 feet be provided between the proposed treatment plant and the existing/future dwellings, unless other means of buffering such as trees/shrubbery/fencing is provided, so as to reduce/prevent odors, noise, and other nuisance to the neighborhood. Signature of Report Preparer Water Quality R4ional Supervisor lN_ 3a92 w G q \ // �, J '. / 1 ,i � - f fi.. 1 . y .✓r- � Fir. 10' L4�1 ljl •r �\�\I�� ,mod �/ :� �\ 1 '�11 ��— �* 38 91 i_) �. 1. �, 3890 - �. _ l_' JS�Q�' -'Ci0 �=—_ "-1/ C� /� Ol,. - R • � 1� 6p0 Ig a\�r ��> 0 1�,1 .a •�.� �p 36 `fir bo � x\ 8�:, � •� � 89 ��I `i j��Z��\-`� \•��V :�� !! ^ \�� I' 780000 FEET..' m�"'--�:�-'�... II / 1 1 �'• 3888 �:,'O•' �1�11iii)�I � I / eo Ii.`� gip\\ f�\/J Ar 3687000m.N. 35°07'30/, 496 213011 111990 000 FEET (S. C.) 498 {I INTERIOR -GEOLOGICAL SURVEY. RESTON. VIRGINIA-1976 81 GOI�1 4990oom.E, I MILE ROAD CLASSIFICATION Fo 1 Primary highway, Light -duty road, hard or 12 hard surface.-.._.__ . improved surface_ Secondary highway, hard surface..._..__- Unimproved road._..-_____===- �Interstate Route �U.,.S; Route aState_Route N. C. J . BELMONT, N.C. S.C. QUADRANGLE LOCATION NE/4 CLOVER 15 QUADRANGLE N3507.5—W8100/7.5 v ` ��4o..STATFan dj / 6 State of North Carolina Department of Natural Resources and Community Development Division of Environmental Management 512 North Salisbury Street * Raleigh, North Carolina 27E11 James G. Martin, Governor v L R. Paul Wilms S. Thomas Rhodes, Secretary Dear ,+. J :; JA Director N Subject: N S er'��lEAjpplication NPDES Pero. NC00,`f.-r,'; i"�..`, i'13�, t�"s�.i:;_f ti_ ��i_.1�; .., c�:•�f: rl�;''�•.... C,je:�'s j;� County This is to acknowledge receipt of the following documents on' ),=;.,_,,;, Application Form, Engineering Proposal (for proposed control facilities); Request for permit renewal, Application Processing Fee of $__t�,:3,y' , Other _ z - • �, - - -yam - The items checked below are needed before review can begin: Application form (Copy enclosed), yr' Engineering Proposal TSee Attachment), Application Processing Fee of $ , Other .4��f:_ !}:_ ',1'�,�.•.1t>r .i"'Y4.A i}. i t6' •} , i;3 :sr-d-,_.s-. If the application is not made complete within thirty 30 days, it will be returned to you and may be resubmitted when complete. This application has been assigned to (919/733-5083) of our Permits Unit for review. You will be advised of any comments recommendations, questions or other information necessary for the review of the application. I am, by copy of this. letter, requesting that our Regional Office Supervisor prepare a staff report -and recommendations regarding this discharge. If -you have any questions regarding this application, please contact the review person listed above. FSkmcerely, Artfiur Moub-erry, P.E. Supervisor, Permits and Engineering cc: Pollution Prevention Pays P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 919-733-7015 An Equal Opportunity Affirmative Action Employer ch �20 �a�� 0, 0-0 KORTH CAROLINA DEPT. OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT ENVIRONMENTAL MANAGEMENT COMMISSION NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM APPLICATION FOR PERMI DISCHARGE SHORT FORM G FOR AGENCY USE lydriswn �yYderreRi'll.io befiled only by services,vd7res 1�1" l trade, and other rntmeerrial nstahlishments Inc u r�W§ftveIs APPLICATION NUMBER a 0 ` S �i � 3 DATE RECEIVED DEC 16 9588 YEAR Mo. DAY Do not attempt to -complete thistfts out reading the accompanying instructions oyftg Please print or type ].'Name, address, and telephone number of facility producing discharge (Project devveloper./ A. Name. Buddy Ashy / Roy W. Tidwell Condominiums owner) B. Street address 1 '31- 5 Latz e 1 T,a-n e C. City Gastonia- D. State NC C. County Gaston _ F. ZIP_— 28054 G. Telephone No. % 04 82 5-19 3LArea ( Code Parcel No: 15-108-06 - County of Gaston 2. Sic (Leave blank) 3. Number of employees 4. Nature of business 5. (a) Check here if discharge occurs all year, or (b) Check the month(s) discharp occurs: 1. o January 2. a February 3. 0 Merch 4.0 Apri 1 5. 0 May 6.13 June ..7. o July 8. o August 9.o September 10. a October I I. CI November 12. a December . (c) How many days per week 1.01 2.0 2-3 .3.0 4-5_- 43(6-1 6. Types of waste .water discharged to surface waters -only (check as applicable) Flow, gallons per operating day _. Volume -treated before discharging (percent) Discharge per, operating.4ay 0.1-999 1000-4999 5000-99" 10.000- 50,000 None 0.1- 30- 65- 95- 49,999 or more 29.9 64.9 94.9 100 (.1) (2).. t3) .(4) . (5);.. (6). Q) (8) (9), (10) A. .Sanitary, daily • •:57 6o X average .:. . B. Cooling water. etc.. ^ daily average... C..Other.discharge(s), daily average; Specify D. Maximum per operat- ing day for combined discharge (all types) 5760 1, If any of the. types of waste identified in item 6, either treated or un- treated, are discharged to places other than surface waters. check below as applicable. ;,... Waste 'waterj s discharged to: 0.1-999,.. 1000-4999 5000-9999,'*, :10,0004,9_,999 50,000 or more ' (1) (2) (3)- (4). (5) A. Munic.ipol .owe ystem II, Ilnrlrrlrnunrl wall C. Septic• tank D.•Evaporation lagoon or pond t, Other, specify: S._,Number of -separate discharge points: A. 131 B.'jk2-3 C.o 4-5 D.o 6 or more., -...._. 9, Name of receiving water or waters Catawba River .10. Does your discharge contain or is it possible for your discharge to contain one or more of the following substances Adidas a result of your operations. activities,,or processes: ammonia, cyanide, aluminum,"beryllium, cadmium, chromium, copper, ;lead, mercur , nickel selenium, zinc, -phenols,'oil and grease, and chlorine (residual. A. B yes B.)(no I certify that l am familiar with the information contained in the application and that to the best of my knowledge and belief such information is true, complete, and accurate. F. Thomas MurDhv, ATA Printed Name of Person Signing Project Architect (Principal Architect with Habitat Title_ Architects and Planners) .December 14, --1g88- Date Application .Signed Signature of Applican 'orth,!Carolina General Statute 143-215.6(b)(2) rovides.that: Any person who knowingly makes my false statement representation, or certification n any applicat�on,'"record, report, plan, )r other document files or required to be maintained under Article 21 or regulations of the Lnvironmenfal Management Commission implemonting that Artidle,'or who falsifies, tampers w'_th, r. ,knowly renders inaccurate any. recording or taonitoriag. dpvice or method required to be ,perated or maintained under Art;LC1e Zj-.-oc regulation's -of the Environmental Management Corxsis i Lmplementi'ng that Article, s.ha1.1`be'.''geii�tv•of a misdemeanor punishable by a -fine not to exceed '10,000, or by imprisonment'Lift to exceed six months, or by both. (18 U.S.C® Section 1001 prov:.-- i punishment by a fine of' -not more than $10,000 or imprisonment. not more than 5 years, or both, .or a similar offense.) NPDES WASTE 1 \D ALLOCATION PERMIT NO.: NCoo 7,S 9 73 FACILITY NAME:- Py )S N L Facility Status: EXBRIN0 (lr 1 ona) �.---- _ c ca Permit Status:' RENEWAL. MOOFICATIM (circle one) MaJor Minor Pipe,'No: C`7C� f ' .01NIS101 V OF FNVIRONM£N7AL %1AR Design. Capa city (MGD): APR 5 ° t9 Domestic (X of Flow):: 10� �000Reswur. . Industrial: (X of Flow): ``' � Comments:" sc ��(rt CQz; r i ' k4,1VCyi Rv '-O-ru �V fzztinTiv� opt '�iiS— RECEIVING STREAM: Class: ' wS _1EU-_ Sub -Basin: C7 1 O'E •- Reference USGS Quad: '��- %pleass attach) County: Regional. Off Ito: :As Fa Mo . . Ra _. Weil W1 ' WS ' (circle eae) Requested By: C;Lolyu"D Date: IR, 1 c. Date: g 3 Prepared Byr D: Reviewed 'By: Date: r FA Mr �odele D Date. Rec, Drainage Atrea (min) d 6G Avg. Streamfiow (cfs): �d 7Q10 (cfs) �d Winter 7Q10 (cfs) �d 30Q2 (cfs) �y Toxicity Limits: IWC X Instream Monitoring:. Parameters Upstream N Location Downstream A Location (drele one) Acute % Chronic Effluent'. Characteristics Summer 7t7 Winter ' BODE (mg/1) /s NHa N (mg/1) . D.O."•(mg/1) S . TSS (mg/0 36 F. Col. (/100ml) 260 pH (SU) Commen �o� d ( Request No. ; 5037 ------------------------ ', ASTELCJAD ALL � C'ATION APPRCJVAL -------, F0R'ivi �t�C� - er•iriit iil.m er", Nr'00750?3 Water Quality Section F=_, _.i 1 i j_y N_,me BUDDY ASHE/R.C-01 Vd. TIOk-YELL CONDOMINIUi',i.= 'ryp e of '100% DOMESTIC MAID 15 1989 =t-e, t_lIs F i' OPC)SED c- i `,,i 119 Si:r,eam . CATAWBA RIMER ( LAKE kVYLIE) r rrn I W':'�III D Asheville le Regonal Office i.Ibbas i li 030834 Asheville, N''orth Carolina ounIty GA: T 0 N Dr•ai n a9e Area (::q rr,i) 2060 i e i0i-.-aI C,.h.ri _ i'diO ii'� Fl(�Shd 80 i equ,e_ for Fi 3TE Summer7y'10 { ! ' 80 e q i e . 1 r` 5; 8 9 V! i ri e r• 7 Q 10 (c _i_ - i 80 u,:+ "'IlkNE 30, 2 of j . 60 REC—CiMMIENDED EFFLUENT LIi'+iIT'c:-------------------- - - - -- V•t s-t;,ef'Iot (iregd _ 0.006, '5 -- D _I 5! E< O D (rn':a / k ; I 1; rn rfl O r7 'I a I'•! i t r"' O'er O it !mg/1 RECEIVED 0 -i ' s 0 1 V e. d 0 ri y 9 e it l` m g/ I? 5 *'VISION OF ENVIRONMENTAL UANA6EUEtQ (mg/ 1 s . 30 i Fec i I C l i 1'�sr m ,##,= 1 00in1 200 MAR 20 1989 .E IM F-LJ ;a H ( � 1?. - a WIAR 2 7 1989 a10ORESVI[LE '�FpDJiA1$ _ i:. PERfIT� ��f's�11ivEii'yG -------.—__.-------------- 1%10N I TO — IN G Uri s t r m - (Y 'id, . id L c , i on _ c,tvns rm (Y,`Nl . i! Loc,t i oh ;= r lSi+ii=IENE, i•-i'CNTHLY EFFLUENT MIONITORIi••!,, FOR TOTAL PHC,SP'HCIRfJS AND FULL NITROaEN- F'R' E'S 7Kr! N 13-N, AND H,31,2+!• 03. 0'REC 11,fi+iENDED LIMITS 1;EFLECT BEST PROFESSIONAL ._ LID GEi+'IEi`d-t"(CP'J).. LlNI-ITS NIOV 8-DINj SIGNED TO A•_L PR0P0. SED, DIRECT DISICHAR-G,ERS INTO LAKE UvYLIE. NP'DES PFRI+'iIT - HtOULD AL'SC, C NTAIIN THE CONDITION OUTLINED IN TIIE A'"f-TACHEC -MEi:b. �eq.j e. ,StG n.sfi &ra r Re -viewed by- !' e c hi .. '_ u p p o r' 't S u p e i-, .'v i 3 o r"' �Aj_� D �9_ -t- e f"' ri, i "t '3 �: f; it ' J i r-i = 0 i it '] (j!✓� RETURN TO TECHNICAL SERVICES BY D a t e. Date APR 0 9 1969 DIVISION OF ENVIRONMENTAL MANAGEMENT F-bruar.y 28, 1989 MEMORANDUM TO: Arthur.Mouberry FROM: Trevor Clement _6tC' SUBJECT: Best Professional Judgement (BPJ) Effluent Limits for Direct Dischargers to Lake Wylie Effective immediately, the Technical Support Unit will begin implementation of a new wasteload allocation strategy for direct dischargers into Lake Wylie.' As detailed in the February 17 memo- randum to the Water Quality Section Chief, we arr-� recommending best professional judgement (BPJ) effluent limits to help curb the impact of these point sources on water quality in Lake Wylie. Based upon my discussion with the Water Quality Section Chief, the following BPJ effluent limits will be routinely applied to proposed dischargers and existing dischargers seeking expansion that directly discharge into Lake Wylie: DO These limits will apply unless it is found that protection of water quality necessitates more stringent effluent limitations. In addition, the.._f.o_llowing_I. condition_ will be. recommended .for all NPDES permits for direct- discharges to Lake Wy-lie:,. "Divis;ion° Statement: of: -Concern.- Advanced. levels :of eutrophicatibn have been;::, observed in:,Lake Wylie . bythe States of North:.and;_ South 'Carolina.: In recognition --of this _problem, `the.D.iv_i_s.ion v�_11 reserve ::tie right to reopen the -permit to .add; effluent i iitrier t- limits- upon designation of Lake'Wylie as Nutrient Sensitive Waters. (NSW), or if deemed appropriate by the_ D v siori`('or Envir"onmental `Manageiiient .: Commission) based upon further water quality analyses.'' Please feel free to contact me if there are any questions concerning this matter. -, r}ti J.�C iMl; cc: Steve Tedder Rex Gleason Randy Dodd David Vogt It is recommended, provided the Department of Human Resources also concurs issuedtotheapplicantasrequested obuhhupan NPDES discharge permit Because of the -water classification of the.Catawba River, WS-III and B, it is requested that a standby power source 1 � l i aLa provided for the subject facility. 46rhe Authorization to r PC4AMi�' C c Construct should also reflect requirements that the effluent outfall line be extended.a minimum of 150 feet into the river from low water level. Furthermore, it is recommended that a buffer zone with a minimum distance of 150 feet be provided between the proposed treatment plant and the existing/future dwellings, unless other means of buffering such as trees/shrubbery/fencing is provided, so as to reduce/prevent odors, noise, and other nuisance to the neighborhood. ''CZ4 Zl� Signature of Report Preparer Water Quality RAJ_onal Supervisor NPDES WASTE f — lD ALLOCATION PERMIT trV.• NCOO % 5973 FACILITY NAME: 72dided^ Facility:Status: EJ(87iN0 PROPOSED (circle one) Permit Status: RENEWAL MODWICATION' UNPERM[I'TENEW (circle one) Malor Minor Pipe No: 00 / Design ,Capacity (MGD): 0.00P Domestic (Z of Flow): d� Industrial (% of Flow): Comments: RECEIVING STREAM: Class: Sub -Basin: Reference USGS Quad: cr- 14 (please attach) County: U-q s -fen Regional Office: As, Fa CIS . Ra Wa . Wi WS (circle one) Requested By: , Date: Prepared. By: 4°4 Date: :S 3/6 Reviewed By: ate: Modeler Date Rec, +� .V--, C4> S Drainage Are ( iZ) �o6� Avg. Streamflow (cfs): 0 .''H�lr'✓%�✓w► �W7.hJwu� c 7.Q10 (cfs) fj0 Winter 7Q10 (cfs) 30Q2 (cfs) Toxicity Limits: IWC % (circle ono) Acute / Chronic. Instream Monitoring: Parameters A) Upstream Location o CS Downstream Location c o m'1'•l n 1 �1 PV is A Effluent Characteristics rs teristics -- Summdr � y1l inter BODE (mg/0 5 ,c -:1 NHf N (mg/0� '� r D.O.. (mg/0 , gP.T TSS (mg/0 30 (w F. Col. (/100ml) pH (SU)-4 c� U✓ �3 s 0,2 f d 3. , Com Request No. :5263 _--------------------- WASTELOAD ALLOCATION APPROVAL FORM - -------------------- Permit Number ; NC0075973_ Facility Name BUDDY ASHE/TIDWELL CONDOMINIUMS Type of Taste 100% DOMESTI'C Status EXISTING Receiving Stream CATAWBA RIVER (LAKE WYLIE). Stream Class WSIII & B Su.bbasin 030834 County GASTON Drainage Area (sq mi) Regi o"nal office MRO Average Flow (cfs) Requestor HARRIS Summer 7410 (cfs) Date of Request : 5/8/89 Winter 7Q10 (cfs) Quad G14NE 30Q'2 - (cfs) : 2060.0 C(_4(l;) : 80.0 : 80.0 : 80.0 : 80.0 --------- ---------------- RECOMMENDED EFFLUENT LIMITS ----------------- =------- EXIST. Wasteflow NO) : 0.008 0.006 5-Gay BOC' (MO/1) : 15(EF'J) 15(B,PJ) Nitrogen (mg/1) : 4 (BPJ) 4 (BPJ) FREEAmmonia �iil Dissolved oxygen (mg/1): 5 (BPJ) 5 (BPJ) MANABEAI TS3 (mg/1) : 30 (WQ) 30 (WQ) W Fecal Col i f orm (#/100ml) : 200(WO) 200(th1O••) MAY 17 1989 pH {SU) . 629(l^Q) 6-9(WQ) . . k(lORESYIIIE BFS)OHAL QF� • ---------------------=-------=--- MONITORING -------- ------------ Upstream (Y/N). N Location: r� ; Downstream (Y/N): N Location: ------ ------- "----------------- ----- COMMENTS ------------------------------=--- RECC'MMEND MONTHLY EFFLUENT MONITORING FOR TOTAL PHOSPHORUS AND FULL NITR95EN SERIES: TKN,_NH3-N, ANC NO2+NO3. *PERMIT SHOULD CONTAIN THIS. REOPENER STATEMENT! "DIVISION STATEMENT OF. 'CONCERN - ADVANCED LEVELS OF EUTROPHI'CATION HAVE BEEN OBSERVED IN LAKE WYLIE BY THE STATES OF. NORTH AND SOUTH CA.ROLINA. IN RECOGNITION OF THIS PROBLEM, THE DIVI- SIC'N WILL RESERVE THE RIGHT TO REOPEN THE.PERMIT TO ADD EFFLUENT NUTRIENT LIMITS UPON DESIGNATION OF LAKE WYLIE AS NUTRIENT SENSITIVE WATERS (NSW) OR IF DEEMED APPROPRIATE BY THE DIVISION (OP. EM'C) BASED UPON FURTHER WQ ANALYSIS.'' ----------------Ir ------------------------------- �1 Reviewed by: Date J 'a t - A .Lv--- Regional ,u er . . Permits & En gi nee RETURN TO TECHNICAL SERVICES BY JUN 13 1989 DIVISION OF ENVIRONMENTAL MANAGEMENT February 28, 1989 MEMORANDUM TO: Arthur Mouberry FROM: Trevor Clement SUBJECT: Best Professional Judgement (BPJ) Effluent Limits for Direct Dischargers to Lake Wylie Effective immediately, the Technical Support Unit will begin implementation of a new wasteload allocation strategy for direct dischargers into Lake Wylie. As detailed in the February 17 memo- randum to the Water Quality Section Chief, we are recommending hest professional judgement (BPJ) effluent _limits to help curb the impact of these point sources on water quality in Lake Wylie. Based upon my discussion with the Water Quality Section Chief, the following BPJ effluent limits will be routinely applied to proposed dischargers and existing dischargers seeking expansion that directly discharge into Lake Wylie: BOD5 = 15 mg/1 NH3-N = 4 mg/1 DO = 5 mg/ 1 These limits will apply unless it is found that protection of water. quality necessitates more stringent effluent limitations. In addition, the following condition will be recommended for. all NPDES permits for direct discharges --to Lake Wylie: "Division Statement of Concern - Advanced levels_of eutrophication have been observed in Lake Wylie by the States of North .and South Carolina. In recognition of this problem, the Division will reserve the right -to reopen the permit to add -effluent nutrient limits upon designation of Lake Wylie as Nutrient Sensitive Waters (NSW) or if deemed appropriate by the Division (or Environmental Management Commission) based upon further water quality analyses." Please feel free to, contact me if there are any.questions concerning this matter. JTC/JMN cc: Steve Tedder Rex Gleason Randy Dodd David Vogt