Loading...
HomeMy WebLinkAboutWQ0011117_Permit (Issuance)_19950630State 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 Mr. David Harris, President Moore Water and Sewer Authority P.O. Box 1927 Carthage, NC 28327 Dear Mr. Harris: June 30, 1995 ECERD. Subject: JUL 1 1995 ENV! MANAGEMENT � MW VgLU F*G. OFFICE] Permit No. WQ0011117 Moore Water and Sewer Authority Centennial Course Phase I Sewer Extension Moore County In accordance with your application received May 30, 1995, we are forwarding herewith Permit No. WQ0011117, dated June 30, 1995, to the Moore Water and Sewer Authority for the construction and operation of the subject wastewater collection extension. This extension will serve to replace an existing 8-inch gravity sewer while allowing the connection of 57 additional lots. This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified therein. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. 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, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding. One set of approved plans and specifications is being forwarded to you. If you need additional information concerning this matter, please contact Mr. Ray Cox at (919) 733-5083, ext. 549. Sincerely, '4 A. Prest Howard, J f.,P.E. cc: Moore County Health Department MO Hobbs, Upchurch and Associates, P.A. 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 r' NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES RALEIGH WASTEWATER COLLECTION PERMIT In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations PERMISSION IS HEREBY GRANTED TO THE Moore Water and Sewer Authority Moore County FOR THE construction and operation of approximately 1,854 linear feet of 15-inch gravity sewer and approximately 110 linear feet of 16-inch (DIP) gravity sewer to serve 57 new lots (as well as the existing domestic wastewater flow and the existing wastewater flow from a hospital) and the discharge of 20,520 GPD of collected domestic wastewater (in addition to the existing flow) into the Moore Water and Sewer Authority's existing sewerage system, pursuant to the application received May 30, 1995, and in conformity with the project plan, specifications, and other supporting data subsequently filed and approved by the Department of Environment, Health and Natural Resources and considered a part of this permit. This permit shall be effective from the date of issuance until rescinded and shall be subject to the following specified conditions and limitations: 1. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of this permit, the approved plans and specifications, and other supporting data. 2. This permit is effective only with respect to the nature and volume of wastes described in the application and other supporting data. 3. The facilities must be properly maintained and operated at all times. 4. The sewage and wastewater collected by this system shall be treated in the Moore Water and Sewer Authority's Moore County Water Pollution Control Facility prior to being discharged into the receiving stream. 5. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is a name change of the Permittee, a formal permit request must be submitted to the Division of Environmental Management accompanied by an application fee, documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request will be considered on its merits and may or may not be approved. 6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface waters of the State. 7. Upon completion of construction and prior to operation of this permitted facility, a certification must be received from a professional engineer certifying that the permitted facility has been installed in accordance with this permit, the approved plans and specifications, and other supporting materials. Mail the Certification to the Water Quality Permits and Engineering Unit, P.O. Box 29535, Raleigh, NC 27626-0535. 8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of five years from the date of the completion of construction. 9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an enforcement action by the Division of Environmental Management, in accordance with North Carolina General Statute 143-215.6(a) to 143-215.6(c). 10. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules, regulations, or ordinances which may be imposed by other government agencies (local, state, and federal) which have jurisdiction. 11. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required by this Division, such as the construction of additional or replacement wastewater collection facilities. 12. Noncompliance Notification: The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number (910) 486-1541, as soon as possible, but in no case more than 24 hours or on the next working day, following the occurrence or first knowledge of the occurrence of either of the following: a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or breakage, etc.; or b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters without treatment of all or any portion of the influent to such station or facility. Persons reporting such occurrences by telephone shall also file a written report in letter form within 15 days following first knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to ensure that the problem does not recur. Permit issued this the thirtieth day of June, 1995 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION A. Preston Howard, Jr., P.V., Director I Division of nvironmental Management By Authority of the Environmental Management Commission Permit Number WQ0011117 2 Permit No. WQ0011117 June 30, 1995 ENGINEER'S CERTIFICATION I, , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project, for the Project Name Location Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of this permit, the approved plans and specifications, and other supporting materials. Signature Date Registration No. is A r State of North Carolina Department of Environment, Health and Natural Resour:_-rs Division of Environmental Management James B. Hunt, Jr., Governor Jonathan 13. Howes, Secretary A. Preston Howard, Jr., P.E., Director June 2, 1995 .IUN 6 IM MR DAVID M. HARRIS - ENV. MANAGEMENT X. MOWASA FAYETTEVILLE REG. OFFICEI PO BOX 1927 CARTHAGE, NORTH CAROLINA 28327 Subject: Application No. WQ0011117 Centennial Course I Sewers -Public Moore County Dear MR HARRIS: The Division's Permits and Engineering Unit acknowledges receipt of your permit application and supporting materials on May 30, 1995. This application has been assigned the number listed above. PLEASE REFER TO THE ABOVE WATER QUALITY NUMBER WHEN MAKING INQUIRES ON THIS PROJECT. Your project has been assigned to Ray Cox for a detailed engineering review. Should there be any questions concerning your protect, the reviewer will contact you with an additional information letter. Be aware that the Division's regional office, copied below, must provide recommendations from the Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the Division. 4.- If you have any questions, please contact Ray Cox at (919) 733-5083 extension 549. If the engineer is unavailable, you may leave a message on their voice mail and they will respond promptly. Please reference the above application number when leaving a message. cc: Fayetteville Regional Office Hobbs Upchurch & Associates Sincerely, �Lt.a _ Caro yn Mcclill Supervisor, State Engineering Review Group Pollution Prevention Pays P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 An Equal Opportunity Affirmative Action Employer MEMO TO: State Review Group Division of Environmental Management FROM: Ricky Revels R R Fayetteville Regional Environmental Technician IV Office SUBJECT: Procedure Four (4) 6107195 WQ0011117 Date Centennial Course I Sewer Extension - Public MOWASA/Village of Pinehurst Moore County State Review Group Review Engineer Michael Allen Regional Office Contact Ricky Revels 1) Name of wastewater treatment plant to receive the wastewater: Moore County Regional Wastewater Treatment Plant 2) WWTP design capacity 6_7 MGD 3) NPDES Permit No.: NCO037505 Expiration Date: 4 30 97 4) Compliance Information: Present treatment plant performance for previous L2 months - beginning 5 94 (See attached self -monitoring data) 5) Quantity and type of wastewater from proposed sewers: 15,120 GPD domestic 100% industrial other 6) Volume from previously approved projects not yet tributary to WWTP 1,272,972 GPD 7) Regional Recommendations: Approval X Denial RR/rr Enclosure ;Kt-l�X8Sy^~ . ` . 06/07/9:� COMPLIANCE EVALUATION ANALYSIS REFGRT PAIE i � PERMIT--NC003750G PIPE--O8i REPORT PERIOD, 9405-9504 LOC--- E "ACILITY--MOORE COUNTY WWTP DE%TEK FLOW-- 6.700O CLANS-,! 'OC&IGN--CARTHA0�: REGION/COUNTY--06 MOORE 50050 0000 00530 00610 3106 5O060 O0300 0NTH Q/MGD BGD RE%/T%% NH3+NH4- FEC COLI CHLORINE DC CERI7DPF IHIT F 6.7008 F 22.80 F 30.0 17.00 F 200.0 NGL NSL NOL 14/05 3.8903 4.46 9.i .30 45.9 .O83 7.39 `4/0 A 4.0466 3.88 4.4 .35 7.42 i '4/07 14/08 4.4064 3.K 4.245; 3.53 4.6 .iO 35.6 34.000 S.W. 14/09 14/10 dMIT ` 4/1 4.8793 4.8i 4.2322 6.13 F 6.70O0 F 36.50 5.4 70 F 30.0 6.�i73 .it .10 NA F 104.i 99.4 200.0 142.272 164.426 8.05 3 8.57 � NGL F 5.00 NGL W17 15/01 17/02 15/03 F 6.702A F 30.00 4.4967 7.2i QFp64 5.070 7.36 30.0 8.7 we G.5 NCL F .23 .z0 .iO 200.6 1.4 27.3 22.5 236.500 60.869 UOL QOL En� 9.46 9.59 i IMIT 5/04 F 6.7000 F 22.00 4.3933 5.35 F 36.6 4.3 17.00 F .21 200.0 33.9 61.578 VIOL VIOL K0' ,VERABE 4.3881 5.32 7.7 .11 45.2 io8.632 F.66 i \AXIMUM 8.5000 17.68 19.6 5.70 15000.0 1600.000 i3.50 3 }TNIMUM 2.8000 2.00 i.4 .i0 2.0 .030 4.50 i }NIT MGD MG/L MG/L Mg/L 4/100ML UG/L MG/L PAE%/FAI ;KEX88KMp ^ 06/07/F... COMPLIANCE EVALUATION ANALY%I% REPORT PAGE I � -- PERMIT NC0�3750G PIPE -- 80� REPORT � PERIOD 9405 - 9504 LOC ---- r "ACILITY--MOGRE COUNTY WWTP DESIGN FLGW-- 6.7000 'OCATION--CARTHAW�: REGION/COUNTY--06 MOORE 000i0 00460 00600 00665 00720 8iO27 0i034 Oi�42 0NTH TEMP PH TOTAL N PHO%-TOT CYANIDE CADMIUM CHROMIUM COPPER IMIT NOL 9.O 6.0 GL NGL 14/05 14/06 19.76 23.27 8.0-7.4 8.5-7.5 i7.500 i9.000 2.5000 2.2000 .0000 .0000 .0000 .0608 19.55K�� '4/07 24.50 8.0-7.2 i5.400 2.20OG .0000 .0000 .0000 .0000 .0060 .0000 14/08 24.86 8.0-7.5 16.900 2.0000 .0008 .0000 .0000 14/09 23.61 7.7-7.3 15.700 i.5400 .0000 .0000 .0000 15.00K, '406 2i.26 E.4-7.3 15.800 2.8000 .0000 .0000 .0000 i3.0080 IMIT NOL 9.0 6.0 NOL NOL NOL NOL NOL 14/11 20.63 8.1-7.2 20.600 2.6000 .000''! i4.�000 14/12 i8.00 7.7-7.i 13.600 2.2000 .800� ii.5000 .IMIT NOL 9.0 6.0 HGL NOL NOL NOL NGL HSL 15/0 15.i6 8.1-7.5 i7.608 2.i00O .00OO ii.50O0 15/82 i4.i0 7.8-7.i 20.700 2.2000 .0O00 \3.0060 15/03 16.52 7.9-7.4 i9.600 1.6500 .0000 iO.0000 IMIT NOL 9.0 6.0 NOL NOL NOL NOL NOL NOL '5/04 i8.73 7.6-7.3 i5.408 2.3000 .0OO8 8.0000 /VERAGE 20.03 ______ i7.316 2.1241 .0000 .0000 .0000 10.2083 iAXIMUM 27.00 8.500 20.700 2.6000 21.0000 |INIMUM i2.00 7.i00 13.600 1.5400 _----__ ________ ________ 4.000O !NIT DEG.0 %U MG/L ME/L. W/L UG/L UC/L LC/L ;KEX88VMP' ` 06/07/95 COMPLIANCE EVALUATION ANALYSIS REPORT PAIE 3 / PERMIT--NC0037508 PIPE--00i REPORT PERIOD` 9405-9504 LOC--- E "ACILITY--MGGRE COUNTY WWTP DESIGN FLOW-- 6.7000 CLA%%--4 'OCATION--CARTHAGE REGION/COUNTY--06 MOORE 0105i 0067 OiO77 01092 0ii47 090O iGNTH LEAD NICKEL SILVER ZINC SELENIUM MERCURY IMIT NOL NOL NOL NOL NOL 14/05 .0000 .0000 5.5000 13.5000 .O000 .0000 14/06 .0000 .0000 6.5080 i9.5000 .0000 14/07 .0000 .0000 .0000 15.5000 .0000 .0000 14/08 .0000 .0080 .0000 20.5000 .0000 14/09 .0000 .O000 .0000 29.5000 .0000 14/10 .8O00 .0000 .0000 36.0000 .0000 .000� IMIT ` 4/i� NOL NOL NOL .0080 NOL 44.5000 103L 002 2i.O80O 34.0000 IHIT NGL NOL NGL NOL NOL 15/01 15/02 38.5000 i6.500O 3i.5000 15/03 IMIT NOL NOL 3.3333 NGL 23.O060 NOL NGL '5/04 .O800 'VERAbE A006 .0000 6.236i 2n.2727 }AXIMUM '------ ------__ 62.O00O 47.0806 !IHTMUM _--____ ________ i5.0000 i2.0000 ........ ........... State of North Carolina Department of Environment, Health, and Natural Resources Division of Environmental Management Non -Discharge Permit Application (THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) GRAVITY SEWER EXTENSION I. GENERAL INFORMATION: 1. Applicant (corporation, individual, or other): Moore Water and Sewer Authority 2. Print Owners or Signing Official's Name and Title (the person who is legally responsible for the facility and its compliance): David M. Harris. President 3. Mailing Address: PO Box 1927 City: Carthage State: NC Zip: 28327 Telephone No.: 910 947-6315 4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.): 5. Application Date: May 24, 1995 6. Fee Submitted: $ 400.00 7. County where project is located: Moore II. PERMIT INFORMATION: 1. Permit No. (will be completed by DEM): 2. Specify whether project is: X new; renewal*; modification. *If renewal, complete only sections I through III and applicant signature (on pg.5). Submit only pgs. 1, 2, 5 (original and 3 copies of each). Engineer signature not required for renewal. 3. If this application is being submitted as a result of a renewal or modification to an existing permit, list the existing permit number and issue date 4. Specify whether the applicant is X public or private. FORM: GSEA 4/91 Page 1 of 6 GRAVITY SEWER EXTENSION PAGE 2 (4/91) ' III. INFORMATION ON WASTEWATER: 1. Nature of Wastewater. � 5 % Domestic; 2 3. 4. 5. GQ % Commercial; % Industrial; 7.5_ % Other waste (specify): Hospital Please provide a one or two word description specifying the origin of the wastewater, such as school, subdivision, hospital, commercial, industrial, apartments, etc.: Flow origin is single family residences and Moore Regional Hospital Indicate any parameter (and its concentration) that will be greater than normal domestic levels: N/A If wastewater is not domestic in nature, what level of pretreatment has been provided to ensure protection of the receiving wastewater treatment facility? Volume of wastewater generated by this project: 727,520 gallons per day Explanation of how wastewater volume was determined: 57 proposed new lots X 360 = 20,520 GPD exist domestic flow 157,000 GPD exist hospital flow 550,000 GPD IV. DESIGN INFORMATION: 1. Brief project description: Replace existing 8" gravity sewer with 1964 LF'of 15" PVC -and 16" D.I.P. and 7 manholes 2. Name of wastewater treatment facility receiving wastewater: Moore County Water Pollution Control Facility a. Facility permit no.: NC 0037508 b. Engineer should provide statement of his evaluation of downstream sewers to accept the wastewater: The existing down stream sewer system is 2of6 GRAVITY SEWER EXTENSION PAGE 3 (4/91) 3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C factor or N factor is used and circle C or N below: N Dia. Length Pipe C or N Min. Max. Minimum Max. Minimum (In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in) 15 1854 PVC 0.012 0.40 4.09 2.3 6.1 36" 16 110 DIP 0.012 3.0 3.0 4.8 4.8 18" NOTE: The minimum velocity must not be less than 2 fps. For public sewers the minimum diameter is 8 inches. 4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor spacing shall be as follows: a. 36 feet separation for slopes of 21% to 35%; b. 24 feet separation for slopes of 36% to 50%; c. 16 feet separation for slopes of 50% and greater. For velocities greater than 15 fps, it is strongly recommended that measures be considered which will protect the sewers and manholes from erosion. For velocities greater than 20 fps, erosion control measures must be specified For any excessive slopes or velocities that will occur in any sewer line segment, what measures have been taken to protect the sewer pipe and manholes? Adequate bedding, compaction and depth on SDR35 PVC pipe 5. Maximum sewer reach length between manholes: 341.00 linear feet. 6. This sewer line segment occurs between manhole no. 4 and manhole no. 5 7. Does the owner/operator have the ability to clean this length? X Yes No. 8. Sewer subject to existing or planned traffic bearing loads? X Yes No. If yes, what measures are being taken to enable the sewers to withstand the loads? Adequate bedding, compaction and depth on SDR35 PVC pipe 9. Outside drop manholes are provided where invert separations exceed: 2.0 feet. 10. Identify (by manhole number) those manholes that have drop connections: N/A 3of6 11 UKAVI l Y ShWEK EXIhNS10N PAGE 4 (4191) Maximum allowable infiltration/exfiltration test rate: Note: Must not exceed 200 GPD/ pipe dia. in./ mile. 100 GPD/ pipe dia. in./ mile. 12. 13. 14. 15. Minimum separation distances as shown on the plans or addressed in the specifications: a) 100 ft. horizontal separation from wells or other water supplies? x- Yes _ No b) 12 in. vertical separation from storm sewer or ferrous pipe sanitary sewer specified? c) 10 ft. horizontal separation from water mains or 18 in. vertical separation (water over sewer) or ferrous pipe specified? Are manholes subject to flooding? If yes, are manhole rim elevations 1 foot above 100-year flood level, (100 year flood elevation should be indicated on plans) Or are manholes watertight and vented 1 foot above the 100-year flood elevation ( should be shown on plans): x- Yes _ No x- Yes _ No _Yes X No Yes No _Yes —No 16. Identify (by manhole number) those manholes that are vented: N/A 17. Does this project involve any stream crossings? _ yes g no. If yes, what precautions or special features have been utilized to ensure protection of the sewer line and not restrict stream flow? Identify the sheet of the plans and station number where stream crossings are located: THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL Required Items a. One original and three copies of the completed and appropriately executed application form. b. Three sets of detailed plans and specifications signed and sealed by a North Carolina Professional Engineer. The plans must include a general location map, a plan view of the sewer extension, a profile of the sewer extension, and must show the proximity of the sewer extension to other utilities and natural features. Specifications may be omitted for delegated authorities. Each sheet of the plans and the first page of the specifications must be signed and sealed. Three copies of the existing permit if a renewal or modification. c. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5). d. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting the wastewater flow from this project is different from the applicant of the project, then a letter must be provided from the owner/authority of the WWTF specifying the volume of flow that will be accepted. The letter should be a recent letter and should refer to the project by the same name as that identified on the application and the plans/specifications. e. An Operational Agreement (original and two copies) must be submitted if the sewer extension will be serving single family residences, condominiums, mobile homes, or town houses and if the subject sewer extension is owned by the individual residents, a homeowners association, or a developer. 4of6 GRAVITY SEWER EXTENSION PAGE 5 (4/91) Name and Complete Address of Engineering Firm: Hnhha - lJprhurrh & AsGori atec, P.A. 290 S.W. Broad Street, PO Box 1737 City: Southern Pines Telephone No. 910/692-5616 Professional Engineer's Certification: State: NC Zip: 28388 I, David T. Upchurch , attest that this application for Centennial Course Phase I (PH9427) has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal package may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design. North Carolina Professional Engineer's Registration No. 9570 Print Name of Engineer ? Ay ID i : S� 'y►2�1� • •M Seal and Signature (specify date): . SEAL • 95A Applicants Certification: • T, G .� I, David M. Harris , attest that this application for Centennial Course Phase I (PH9427) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting information a hments Zin I ded, this application package will be returned as incomplete. Signature Date cS ZJ J� THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS: NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT WATER QUALITY SECTION PERMITS AND ENGINEERING UNIT POST OFFICE BOX 29535 512 NORTH SALISBURY STREET RALEIGH, NORTH CAROLINA 27626-0535 TELEPHONE NUMBER: 919/733-5083 5of6 GRAVITY SEWER E=.,-NSIO'N PAGE 6 (4/91) - PERMIT APPLICATION PROCESSING FEES r (effective October 1, 1990) CATEGORY NEW APPLICATIONS/ RENEWALS WITF[OUT MODIFICATIONS MODIFICATIONS > 1,000,000 GPD Industrial $400 $300 Domestic/Cooling Water $400 $300 10,001 - 1,000,000 GPD Industrial $400 $250 Domestic/Cooling Water $400 $250 1,001 - 10,000 GPD Industrial $400' $200 Domestic/Cooling Water $400. $200 < or = 1,000 GPD and • 6 Single Family Dwelling $24&" $120 Sludge < or = 300 Acres $400 $250 Sludge > 300 Acres $400 $250 Sewer Extensions (nondelegated) $400 0 Sewer Extensions (delegated) $200 0 Closed -Loop Recycle or Evaporative $400 $200 NOTE: The Fees for Soil Remediation Projects are the same as for Sludges. Under the Sewer Extension Fee, "delegated to municipalities" applies only to those governmental jurisdictions that have specific delegation review authority, as granted by the Division of Environmental Management. 6of6