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HomeMy WebLinkAboutNC0050822_Regional Office Historical File Pre 2018State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary Kerr T. Stevens, Director CERTIFIED MAIL RETURN RECEIPT REQUESTED BILLIE A. YOUNCE PINE RIDGE SUBDIVISION P.O. BOX 1309 HICKORY NC 28603 WA NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES 6/21/99 SUBJECT: NOTICE OF VIOLATION AND REVOCATION FOR NON PAYMENT PERMIT NUMBER NC0050822 PINE RIDGE SUBDIVISION CATAWBA COUNTY Dear Permittee: Payment of the required annual administering and compliance monitoring fee of $715.00 for this year has not been received for the subject permit. This fee is required by Title 15 North Carolina Administrative Code 2H.0105, under the authority of North Carolina General Statutes 143-215.3(a)(1), (la) and (1b). Because this fee was not fully paid within 30 days after being billed, this letter initiates action to revoke the subject permit, pursuant to 15 ncac 2H.0105(b) (2) (k) (4), and G.S. 143-215.1 (b) (3). Effective 60 days from receipt of this notice, subject permit is hereby revoked unless the required Annual Administering and Compliance Monitoring Fee is received within that time. Discharges without a permit are subject to the enforcement authority of the Division of Water Quality. Your payment should be sent to: N.C. Department of Environment and Natural Resources Division of Water Quality Budget Office P.O. Box 29535 Raleigh, NC 27626-0535 If you are dissatisfied with this decision, you have the right to request an administrative hearing within Thirty (30) days following recipt of this notice, identifying the specific issues to be contended. This request must be in the form of a written petition conforming to Chapter 150E of the North Carolina General Statutes, and filed with the Office of Administrative Hearings, Post Office Drawer 27447, Raleigh, North Carolina, 27611-7447. Unless such request for hearing is made or payments received, revocation shall be final and binding. If you have any questions, please contact: Mr. Rex Gleason, Mooresville Water Quality Regional Supervisor, (704) 663-1699. Sincerely, Kerr T. Stevens cc: Supevisor, Water Quality Permits and Engineering Unit Mooresville Regional Office County Health Department P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-733-9919 An Equal Opportunity Affirmative Action Employer 50% recycled / 10% post -consumer paper October 22,1998 I spoke with Mrs. Younce, NPDES Permit Number NC0050822, Pine Ridge Subdivision, Catawba County. The facility has not been constructed and she believes Mr. Billie Younce did not renew the permit. Linda L. Love State of North Carolina Department of Environment, and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director CERTIFIED MAIL RETURN RECEIPT REQUESTED BILLIE A. YOUNCE PINE RIDGE SUBDIVISION P.O. BOX 1309 HICKORY, NC 28603 A17;fA ID) ENFi June 22, 1998 kd.C. DOTT. op? w'Ig3.OM-fl MT, $rzs= Ar`?"LJ tY NATURAL RICSOURC29 JUN 22 1998 gt`EI544N OF EtiVIMBILII. Vi" iSIEg rAtilKat P..7.1Z111. [5iti;e SUBJECT: NOTICE OF VIOLATION AND REVOCATION FOR NON-PAYMENT NPDES PERMIT NO. NC0050822 PINE RIDGE SUBDIVISION CATAWBA Dear Permittee: Payment of the required annual administering and compliance monitoring fee of $300.00 for this year has not been received for the subject permit. This fee is required by Title 15 North Carolina Administrative Code 2H .0105, under the authority of North Carolina General Statutes 143-215.3(a)(1), (la) and (lb). Because this fee was not fully paid within 30 days after being billed, this letter initiates action to revoke the subject permit, pursuant to 15 NCAC 2H .0105 (b) (2) (k) (4), and G. S. 143-215.1 (b) (3). Effective 60 days from receipt of this notice, subject permit is hereby revoked unless the required Annual Administering and Compliance Monitoring Fee is received within that time. Your payment should be sent to: N. C. Department of Environment and Natural Resources Division of Water Quality Budget Office P. O. Box 29535 Raleigh, NC 27626-0535 P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone (919) 733-7015 FAX (919) 733-2496 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper Discharges without a permit are subject to the enforcement authority of the Division of Water Quality. If you are dissatisfied with this decision, you have the right to request an administrative hearing within thirty (30) days following receipt of this Notice, identifying the specific issues to be contended. This request must be in the form of a written petition conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings, Post Office Drawer 27447, Raleigh, North Carolina, 27611-7447. Unless such request for hearing is made or payment is received, revocation shall be final and binding. If you have any questions, please contact: Mr. Rex Gleason, Mooresville Regional Supervisor, (704)663-1699 Sincerely, 11()/L)4144( A. Preston Howard, Jr. cc: Supervisor, Water Quality Permits and Engineering Unit Mooresville Regional Office County Health Department State of North Carolina Department of Environment, Health and Natural Resources Division of Environmental Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director March 25, 1996 CERTIFIED MAIL RETURN RECEIPT REQUESTED BILLIE A. YOUNCE PINE RIDGE SUBDIVISION P.O. BOX 1309 HICKORY, NC 28603 N.C. DEPT. OF NA;i lftAL ESOIJRCI�., MAR 2 8 1996 DIVISM 6E ERN1'i ;;r` nt.'l ti,flflRESVitLE'4tEGOL GUICE SUBJECT: NOTICE OF VIOLATION AND REVOCATION FOR NON-PAYMENT NPDES PERMIT NO. NC0050822 PINE RIDGE SUBDIVISION CATAWBA COUNTY Dear Permittee: Payment of the required annual administering and compliance monitoring fee of $300.00 for this year has not been received for the subject permit. This fee is required by Title 15 North Carolina Administrative Code 2H .0105, under the authority of North Carolina General Statutes 143-215.3(a)(1), (la) and (lb). Because this fee was not fully paid within 30 days after being billed, this letter initiates action to revoke the subject permit, pursuant to 15 NCAC 2H .0105 (b)(2)(k)(4), and r S. 143-215.1(b)(3). Effective 60 days from receipt of this notice, subject permit is hereby revoked unless the required Annual Administering and Compliance Monitoring Fee is received within that time. Your payment should be sent to: N.C. Department of Environment, Health, and Natural Resources Division of Environmental Management Budget Office P.O. Box 29535 Raleigh, NC 27626-0535 P.C. Box 29535, Raleigh, North Carolina 27626-0535 • Telephone 919-733-7015 FAX 919-733-2496 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper Discharges without a permit are subject to the enforcement authority of the Division of Environmental Management. If you are dissatisfied with this decision, you have the right to request an administrative hearing within thirty (30) days following receipt of this Notice, identifying the specific issues to be contended. This request must be in the form of a written petition conforming to Chapter 150E of the North Carolina General Statutes, and filed with the Office of Administrative Hearings, Post Office Drawer 27447, Raleigh, North Carolina, 27611-7447. Unless such request for hearing is made or payment is received, revocation shall be final and binding. If you have any questions, please contact: Mr. Keith Overcash, Mooresville Regional Supervisor, (704)663-1699. Sincer ot."1..c.S A. Preston Howard, cc: Supervisor, Water Quality Permits and Engineering Unit Mooresville Regional Office County Health Department DIVISION OF ENVIRONMENTAL MANAGEMENT January 20, 1994 MEMO TO: Susan Wilson FROM: Rex Gleason PREPARED BY: Michael Parker e SUBJECT: Review of Alternatives Analysis Pine Ridge Subdivision NPDES Permit No. NC0050822 Catawba County This Office has reviewed the comments submitted by Mr. Carroll Williams, on behalf of the owner of the subject development and we offer the following comments and/or recommendations. Topography, soil conditions and proposed land uses have generally prohibited (with some minor exceptions) non -discharge options for this site. Even with the development constructed in phases, site constraints will prohibit extensive use of non - discharge alternatives. Although a municipal sewer connection is possible, distance and the numerous easements that must be obtained make a sewer connection impractical. For this reason, construction of a WWTP would appear to be the appropriate solution at this time. Since the development is to be constructed in phases, it is recommended that WWTP construction also be phased to correspond to development growth. Hydraulic loading from the first phase is expected to be P:0.020 MGD. The Permit should be reissued containing effluent limitations for both 0.020 and 0.090 MGD. This will allow for phased construction of both the development and the WWTP. Should municipal sewer become available before, during or after the first phase is constructed, the WWT facility could be abandoned and a connection made. If you have any questions regarding this matter, please advise. MLP Memorandum To: From: DIVISION OF ENVIRONMENTAL MANAGEMENT December 14,1993 D. Rex Gleason/ Mike Parker Susan A. Wilson Subject: Pine Ridge Subdivision NC0050822 Catawba County DP Rn MENT, E 1"I/kil L RESOURCES DEC 1,5,'199.1 DIVISION OF EtP/IRON„ fENTAL Eeri MOORESVIi1E REGJON110F Please review the enclosed engineering alternatives analysis submitted by R. Carroll Williams on behalf of Billie Younce for Pine Ridge Subdivision. The submittal of regional comments within 30 days would be greatly appreciated. R'. CARROLL WIL IAMS .E. CONSULTING ENGINEER DESIGN WATER SEWER DRAINAGE EROSION 4840 NORTH CENTER STREET HICKORY, NORTH CAROLINA 28601 (704) 327 4697 DECEMBER 9, 1993 116. SUSAN A. WILSON, ENVIRONMENTAL ENGINEER PERMITS AND ENGINEERING DIVISION OF ENVIRONMENTAL MAfAGEMEN7 P.O. BOX 29535 RALEIGH, NC 27626-0535 RE: PINE RIDGE SUBDIVISION NPDES PERMIT NC 0050822 CATAWBA COUNTY DEAR M8. WILSON: ~ PLEASE ACCEPT MY THANKS FOR YOUR PATIENCE AND UNDERSTAND INC, IN OUR PROBLEMS AND HELPING GAIN AN EXTENSION OF TIME TO ADDRESS THE RENEWAL PROCESS FOR A NPDES PERMIT. ' ENCLOSED ARE THREE COPIES OF MY -RE T OF ALTERNATIVE ANALYSIS, IN WHICH I TRIED TO ADDRESS THE`VARIO'S ISSUES PRESENTED IN THE "GUIDANCE FOR.EVALUATION". IF THERE ARE ANY QUESTIONS, PLEASE LET ME KNOW. SINCERELY, R. OARROLL WILLIAMG, PE - ENCLOSURES. I �C�� -�+' _`_- _ u� — rn��r� -o rTl ^� cc0 R. CARROLL WILLIAMS, P.E. Consulting Engineer DESIGN - WATER . SEWER . DRAINAGE . EROSION 4840 North Ceobar- Street Hickory, North Carolina 28801 Telephone 704 327-4697 DECEMBER 8, 1993 EVALUATION OF WASTE WATER DISPOSAL ALTERNATIVES PERMIT RENEWAL PERMIT NO. NC 0050822 1. GENERAL INFORMATION A. PINE RIDGE SUBDIVISION CATAWBA COUNTY P.O. BOX 1309, HICKORY, NC 28603 REPORT PREPARED BY R. CARROLL WILLIAMS, PE 4840 NORTH CENTER STREET HICKORY, NC 28601 nn` 7r� � ~ B. THE PROPOSED WASTE WATER TREATMENT AND DISPOSAL FACILITY WILL BE A "PACKAGE" TYPE EXTENDED AERATION ACTIVATED SLUDGE SYSTEM WITH FLOW EQUALIZATION, SLUDGE HOLDING - DIGESTOR FEATURES AND TERTIARY TREATMENT WITH DISINFECTION. GEE ATTACHMENT NO.1. BASICALLY THE FIRST SYSTEM COMPONENT IS THE FLOW EQUALIZATION SYSTEM, DESIGNED TO GIVE A STEADY OR UNIFORM FLOW TO THE TREATMENT COMpONENTGv ELIMINATING SURGES AND PEAK FLOWS. SINCE SOME DETENTION 19 PART OF FLOW EQUALIZATION, THE WASTE WATER IN THIS COMPONENT IS AERATED TO PREVENT SEPTIC CONDITIONS. THE SECOND COMPONENT IS A THREE PART BASIC TREATMENT SYSTEM. WASTE WATER FROM THE FLOW EQUALIZATION TANK ENTERS AN AERATED TANK WHERE IT IS VIGOROUSLY AGITATED FOR PHYSICAL BREAKDOWN AND ENCOURAGING AEROBIC BIOLOGICAL ACTIVITY. THE WASTE WATER IS RETAINED A MINIMUM OF 24 HOURS IN THIS STATE. THE SECOND PART OF THE BASIC TREATMENT SYSTEM IS THE CLARIFIER OR SETTLING SYSTEM, INTO WHICH THE WASTE WATER IS CHANNELED. THE CLARIFIER IS DESIGNED FOR A QUIESCENT PERIOD ALLOWING MOST OF THE SOLIDS TO SETTLE TO THE BOTTOM AS SLUDGE. THEN ROUTINELY A PUMPING SYSTEM REMOVES THE SLUDGE AND RETURNS IT TO THE AERATION CHAMBER TO HELP ENCOURAGE THE GROWTH OF AEROBIC BACTERIA. LIQUIDS OR EFFLUENT FROM THE CLARIFIER FLOWS OVER A CONTROLLED WEIR CREST FOR FURTHER TREATMENT. 1 IN TIME, THE LIQUIDS THICKEN, INDICATING THAT SLUDGE LEVELS HAVE INCREASED BEYOND THE PLANNED CONSISTENCY. TO REMEDY OR PREVENT THIS, SLUDGE REMOVAL FROM THE CLARIFIER IS BY -'PASSED TO THE THIRD PART OF THE TREATMENT SYSTEM -SLUDGE HOLD%NG/DIGESTOR. THIS TANK IS BASICALLY USED TO STORE THE ACCUMMULATION OF EXCESSIVE SLUDGE UNTIL IT IS REMOVED FOR DRYING ON SAND BEDS OR ACCEPTED IN A SLUDGE PROCESSING FACILITY TO BECOME COMPOST. THE DIGESTOR FEATURE IMPLIES THE SLUDGE IS CONTINUOUSLY AERATED IN THIS TANK FOR FURTHER BACTERIA ACTIVITY AND SLUDGE BREAK -DOWN. WHEN EFFLUENTS LEAVE THE CLARIFIER OVER THE WEIR CREST, THEY ENTER THE TERTIARY SECTION WHICH IS REALLY A FLOODED SAND FILTER CHAMBER TO REMOVE AS MUCH OF THE REMAINING SUSPENDED SOLIDS AS POSSIBLE. THE EFFLUENT FROM THIS FILTER IS DIRECTED THROUGH A DISINFECTING UNIT FOR BACTERIA KILL AND DISCHARGED TO A RECEIVING STREAM. SOME OF THE FILTER EFFLUENT IS ROUTED TO A STORAGE TANK TO BE USED IN BACKWASHING THE FILTER. THE BACKWASH WASTE IS RETURNED TO THE MAIN AERATION BASIN FOR FURTHER TREATMENT AND TO HELP BIOLOGICAL GROWTH. THE DISINFECTION UNIT, USUALLY A CHLORINE -INDUCING SYSTEM, RETAINS THE LIQUIDS A DESIGNED PERIOD OF TIME TO KILL OFF ALL BACTERIA GROWTH BEFORE ALLOWING THE LIQUIDS TO DISCHARGE INTO THE STREAM. A DESIGNED DISINFECTANT RESIDUAL IS PRESENT IN THE DISCHARGE WHICH IS FINALLY DISSIPATED IN THE STREAMS' OWN PROCESSING ACTIVITIES. C. THE PINE RIDGE SUBDIVISION IS A PLANNED DEVELOPMENT OF APPROXIMATELY 220 RESIDENTIAL HOUSING UNITS,, WITH ABOUT 30 TO 40 lN SINGLE FAMILY UNITS AND 180 TO 190 MULTI -FAMILY UNITS (CONDOS). SEE BASIC STREET PLAN ATTACHED. THE TOTAL WASTE LOADING IS ESTIMATED AT 88,000 GPD, USING 400 GPD PER DWELLING UNIT AS AN AVERAGE DAILY FLOW FROM AN ASSORTMENT OF 2 BEDROOM, 3 BEDROOM AND 4 BEDROOM UNITS WITH ALL UNITS PROBABLY USING CLOTHES WASHERS AND KITCHEN SINK GRINDER DISPOSALS. A ROUND OFF FIGURE OF 90,000 GPD IS USED. D. IT IS ANTICIPATED THAT ABOUT 20 TO 25 PERCENT OF THE DEVELOPMENT WILL BE PURSUED AS A FIRST PHASE. THE WASTE WATER LOADING FOR THIS FIRST PHASE WILL BE 20,000 GPD" TENTATIVE PLANS ARE THAT ABOUT HALF OF THE SINGLE FAMILY LOTS WILL BE AVAILABLE IN THE FIRST YEAR AND THE BALANCE DEVELOPED IN A TOTAL THREE YEAR PERIOD. MULTIFAMILY OR CONDO UNITS OF 20 OR MORE ARE EXPECTED TO BE COMPLETED THE FIRST AND SECOND YEARS WITH THE DEVELOPMENT BEING TOTALED OUT IN 5 TO 10 YEARS. THE MAJORITY OF THE CONDOS WILL BE CONSTRUCTED ON A PRE -SOLD BASIS. 2 II. EVALUATION OF ENVIRONMENTAL FEASIBILITY OF DISCHARGE ALTERNATIVES. A. CONNECTION TO SEWERAGE SYSTEM 1. EXISTING SEWERAGE SYSTEM a. ROCK BARN PROPETIES, INC. OWNS AND OPERATES A DOMESTIC WASTE WATER TREATMENT PLAN (NPDEG NO. NC 0076163). THE PERMIT IS FOR 0.100 MOD WHILE THE FIRST PHASE PORTION OF 0.010 MOD IS ACTUALLY IN SERVICE. THE NEAREST ACCESSIBLE SEWER IN THIS SYSTEM THAT COULD TAKE THE PROJECT DISCHARGE IS ABOUT 3100 FEET TO THE WEST. IT WOULD REQUIRE AT LEAST ONE LIFT STATION, WITH EASEMENTS ACROSS A GOLF COURSE AND 5 OTHER PROPERTIES. THE PROJECT WOULD REQUIRE 90% OF THE PERMITTED DISCHARGE, WHICH IS UNACCEPTABLE TO ROCK BARN PROPERTIES, INC. ROCK BARN AUTHORITIES ADVISE THAT DEVELOPMENT PLANS ARE IN PROGRESS WHICH WOULD INCREASE THE USE OF THEIR FACILITY AND THEY ARE NOT INTERESTED IN ALLOTTING ANY PORTION OF THEIR PERMITTED FLOW. b. THE CITY OF CONOVER, NC. HAS ITS NORTH EAST WASTE WATER TREATMENT FACILITY LOCATED ON LYLE CREEK AND IS APPROXIMATELY 7200 LF SOUTH WEST OF THE PROJECT SITE. THE CITY OF CONOVER OFFICIALS ADVISE THAT THEIR PLANT HAS THE CAPACITY AND WOULD ACCEPT THE FLOW, AS WELL AS ACCEPTING THE SEWERAGE SYSTEM FOR UP -KEEP AND MAINTENANCE. THEY ALSO ADVISE THAT THEY WOULD NOT PARTICIPATE IN CONSTRUCTION COSTS NOR THE PROCUREMENT OF RIGHTS OF WAY. A SEWAGE SYSTEM TO CARRY WASTE WATERFROM THE PROJECT AREA WOULD ENCROACH ON AT LEAST 14 TRACTS OF LAND, ONE OF WHICH IS THE ROCK BARN CLUB OF GOLF. AT THIS TIME SUCH A SYSTEM APPEARS IMPOSSIBLE WITHOUT THE POWER OF EMINENT DOMAIN. 2. SUBSURFACE DISPOSAL SYSTEM a. THE PROJECT AREA HAS SOILS THAT VARY FROM SUITABLE TO UNSUITABLE FOR SUBSURFACE SYSTEMS. THE SUITABLE SOILS OCCUR ON TOP OF THE RIDGES AND PASS THROUGH PROVISIONALLY SUITABLE TO UNSUITABLE AS THE SLOPES GET STEEPER. TO BEGIN WITH, ABOUT 16 ACRES OF THE 120 ACRE PROJECT AREA LAY IN THE 100 YEAR FLOODWAY, 8 ACRES OF WHICH ARE USE IN GOLF COURSE FAIRWAYS. AN ANALYSIS OF THE APPARENT SLOPES SHOW THAT RIDGES WILL SLOPE 5 TO 10% WITH THE SIDE SLOPES FALLING OFF AT AROUND 16%. WHEN THE GULLIES AND RAVINES GET MORE DEFINITE, THE SLOPES ARE 30% AND OVER. THERE ARE SEVERAL SMALLER DRAINAGE WAYS ALL ACROSS THE PROPERTY. THE CATAWBA COUNTY ENVIRONMENTAL HEALTH SPECIALIST HAS REVIEWED THE AVAILABLE TOPOGRAPHIC MAP AND SUGGESTED THAT SLOPES WOULD CLASSIFY THE PROPERTY AS PROVISIONAL TO UNSUITABLE. CATAWBA COUNTY RULES AND REGULATIONS DO NOT PERMIT THE SPECIALIST TO PROVIDE A LONG-TERM ACCEPTANCE RATE (LTAR) UNLESS THE DWELLING UNITS ARE STAKED OUT ON THE GROUND AND ALL PROPERTY LINES MARKED. WITHOUT THE BENEFIT OF AN "LTAR" OBSERVATIONS ARE MADE FROM AVAILABLE SOILS MAPS AND EXISTING CONDITIONS. 1. LESS THAN 50% OF THE SINGLE FAMILY LOTS ARE USABLE WITH PROVISIONAL SOILS AND SLOPES. THE MAJORITY OF THESE LOTS WILL USE A LOW PRESSURE PIPE SUBSURFACE SYSTEM. 2. BECAUSE OF THE FLOODWAY, STEEP SLOPES, GULLIES AND OTHER DRAINAGE COURSES, - PERHAPS 44 ADDITIONAL DWELLING UNITS COULD BE CONSTRUCTED, EITHER AS MULTI -FAMILY OR SINGLE FAMILY, WITH A PRIMARY SUBSURFACE SYSTEM AND 100% REPAIR. 3. THE NET RESULT IS ABOUT ONE DWELLING UNIT FOR EACH TWO ACRES OF REMAINING LAND AFTER REDUCING OUT FLOODWAY, GOLF COURSE AND STREETS, WHICH IS NOT CONSIDERED THE BEST ECONOMIC USE OF THE LAND. THERE IS NO LAND ADJACENT TO THE PROJECT THAT IS ADAPTABLE OR AVAILABLE FOR SUBSURFACE USE. BASED ON THE PREVAILING SOILS, APPARENT SOILS DEPTHS AND GENERAL KNOWLEDGE OF SEPTIC TANK USAGE IN THE AREA A CONSERVATIVE APPLICATION RATE OF 0.35 GPD/SF WAS ASSUMED FOR THE ANALYSIS ABOVE. 3. SPRAY IRRIGATION SYSTEM WITH THE LOCATION OF T"HE CREEK, THE GOLF COURSE, STEEP SLOPES AND NUMEROUS GULLIES AND RIVULETS, SPRAY IRRIGATION IS NOT A PRACTICAL SOLUTION. B. ACCESS TO STREAM 1. THE PROJECT PROPERTY FRONTS ALONG LYLE CREEK IN CATAWBA COUNTY, WHICH HAS A 7010/30/2 > 0 CFS. SEE THE ATTACHED TOPOGRAPHIC MAP. 2. SINCE THE PROPERTY ABUTS THE LYLE CREEK, EASEMENTS WILL NOT BE 4 III. COST ESTIMATION AND COMPARISON ALTERNATIVE METHODS OF WASTE WATER TREATMENT AND DISPOSAL HAVE BEEN ADDRESSED AS BEING ENVIRONMENTALLY OR ECONOMICALLY INFEASIBLE' A "DISCHARGE" SYSTEM REMAINS AS THE ONLY LOGICAL METHOD OF WASTE WATER TREATMENT AND DISPOSAL FOR THE PROJECT AS PROPOSED, THUS COMPARISONS ARE NOT MEANINGFUL. 5 1 482 lSr l 4755lsw (MILLERSVILLE) fl M1LLERSV1LLE 8 Mi. YZ• 10', 485 �tq-re 4 1 360 000 FEET i 486 uAA 98 _tslASTEIh1R-cER u‘{� FLOW tQUALVLAIICA 4tiF-LUEIy-r LINE SLUDGE. HoLDU4C TA11K SuPEt[uAT,AKT 117411-1SFEtL 5RR scIRE.E.11 SLUDGE. RE'tORtl LosIES Au; SUPPL`( LINE WRlt b4FFUSE33 D1QPS AER 4Ott CRAM T3ER DUAL *LOWERS (AIR. ComPrtti55°R5-) C.UE IFIEO, INLET CLARtF{ER AtR-LSE( Pam!, AD.Su51A9LE. Wt11; :�tt{ER 13RexW 11 WRIER RESER.rotsp MPPLot uY LSUE TYPICAL PACAGE -PLANT Lk"'OUT tat 10 SCALE. 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