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Home My WebLink AboutSW8010128_COMPLIANCE_20020724STORMWATER DIVISION CODING SHEET POST —CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE El CURRENT PERMIT ❑ APPROVED PLANS ❑ HISTORICAL FILE COMPLIANCE EVALUATION INSPECTION DOC DATE J7�sL YYYYMMDD jiij- n-ri ,kI .12'.0I C� P1AhiI� ING I EFE{�i IONE FAX NO, 28272'86643 P. 4 Michael F. Easley, Governor William G. Ross, Jr-, Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E., Director Division of Water Quality Wilmington Regional Office July 24, 2002 CERTIFIED MAIL #7002 0860 003 9550 8304 RETURN RECEIPT REQUESTED Mr. Robert W. Griffith, Jr., Managing Partner Dockside Partnership PO Box 650 Morehead City, NC 28557 Subject: NOTICE OF VIOLATION Atlantic Harbor Condominiums Stormwater Permit No. SW8 010128 Carteret County Dear Mr -Griffith: On July 16, 2002, Wilmington Regional Office personnel performed a Compliance Inspection of the project known as Atlantic Harbor Condominiums, located at 103 S. 3rd Street in Morehead Cite, Carteret County, North Carolina. The inspection was performed to determine the status of compliance with StormwaterPermit Number SW8 010128, issued to you on May 18, 2001. The project has been found in violation of Stormwater Permit Number SW8 010128, issued pursuant to the requirements of 15A NCAC 2H.1000. The violations found are: 1. Section 11, Part 1 - The stormwater management system shall be constructed in it's entirety, vegetated and operational for its intended use prior to the construction of any built -upon surface. The entire project has been constructed and the stormwater system has not been completely constructed. 2- Section 11, Part 6 - Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of this permitted facility, a certification must be received from an appropriate designerfor the system installed certifying t hat t he p ermitted facility h as b een i nstalled i n a ccordance w ith t his permit, the approved plans and specifications, and other supporting documentation. Any deviations from the approved plans and specifications must be noted on the Certif cation. It appears that a portion of this project is already occupied and a P.E. Certification has not been received. To correct these violations you must: Provide a written "Plan of Action" which outlines the actions you will take to correct the violation(s) and atime frame for completion of those actions, on or before August 24, 2002. ar, NCDENR N.G. Division of Water Quality 127 Cardinal Drive Extension Wilmington. N.G. 28405 (910) 395-3900 Fax (P10) 350_2004 Customer Servira 800-523-7748 U.S. Postal S CERTIFIEC (Domestic Mailvooly; NO Insurance Coverage Provided) 0 ■ Complete items 1,,2, and 3. Also complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front it space permits. 1. Article Addressed to: _ A"1_14� A. Signature ❑ Agent ❑ Addressee B. Received by (Printed Name) C. Date of Delivery D. ,Is delivery address dil em 1 If YES, enter delivery a below: JUL 2 8 260 3. Service Type Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. (Transfer nsferle umm , - 7002 0860 0003 9550 8304 (Transfer from service label)' PS Form 3811, August 2001 Domestic Return Receipt 1e2595-W-M-M5 UNITED STATES POSTAL SERVIC �J• rF/4�� Po loge &-Fees, Paid e - 5P5 Permit, No.,G-10 • Sender: Please prink ydur taaime, address, and ZIP+4Tri this box • j' ! State of North Carolina DENR 127 Cardinal Drive Ext. Wilmington, NC 28405 (Attn: Bev) `---- - - - -- - - -- -- - /a-.V 14/i- ,iNl�fi}�664hjJ.F.III r , Mr -Griffith July 24, 2002 Stormwater Permit No. SW8 010128 ----------------------------------------------- 2. Completely finish constructing the approved stormwater treatment system. 3. Submit a P.E. Certification upon completion. Failure to provide the "Plan of Action" by August 24, 2002, or to correct the violations by the date designated in the "Plan of Action", are considered violations of 15A NCAC 2H.1000, and will result in the initiation of enforcement action which may include recommendations for the assessment of civil and criminal penalties, pursuant to NCGS 143-215.6A. By copy of this letter to the Carteret County Building Inspector, this Office is requesting that the Building Inspector consider withholding building permits and Certificates of Occupancy for this project until this matter is satisfactorily resolved. If you have any questions concerning this matter, please call Noelle Lutheran at (910) 395- • • 3900. Sincerely, Rick Shiver Water Quality Regional Supervisor RSS:1nml S:\WQSISTORMWAT1 NOTICE1010128.TUL cc: Ron Cullipher, P.E. Jeff Schaffer, ACM Katrina Marshall, Carteret County Building Inspections Noelle Lutheran Central Office . �• .. '. ..Lief ,'` a ;45y`'.7 -:. 1u11s1l11unRimul INFILTRATION TRENCH ANALYSIS Filename: S:1WQS11NTRENCH1010128-1.WK1 Project # 010128-1 # 1-1 Project Name Atlantic Harbor Condominiums Recvng Stream Harbor Channel Drainage Basin WHO Site Area 1.6 acres Impervious Area Calculation Buildings 6173 Parking/Asphalt Concrete 280 Total 6453 Volume/Storage Calculation If Rational Method is used, place a 1 in this box i Required Design Storm RV Volume to Store Provided Pipe Diameter Length Of Pipe Length Of Trench Width Of Trench Height Of Trench Cross -Sectional Area Of Trench Storage In Piping Available Volume (40% voids) Total Volume Elevation Of Bottom Of Trench Elevation Of SHWT Overflow Elevation Exfiltration Rate / Drawdown Reported Hydraulic Conductivity Bottom Surface Area Drawdown Time Date 18-May-2001 Reviewer Lewis Classification SC Index # 20-36-14 Drainage Area 11228 SF 0.26 Acres Rational Cc (list C after each BUA) 1 1 C 0.65977912 Percent Impervious= 57.5% System 1 Comments: Required volume, storage, and drawdown guidelines are met. System 2 1 in 0.57 531]CF 0 Feet 0 Feet 227.5 Feet 2.5 Feet 1 Feet 2.50 SF 0 CIF 569 ]Cubic Feet 569; Cubic Feet P.r7 Mean Sea Level 3 Mean Sea Level 7.5 Mean Sea Level 0.25 Cubic Feet Per Hour Per Sq Ft 568.75 Square Feet 4hours INFILTRATION TRENCH ANALYSIS Filename: S:IWQSIINTRENCH1010128-2.WK1 Project # 010128-2 #1-2 Date 18-May-2001 Project Name Atlantic Harbor Condominiums Reviewer Lewis Recvng Stream Harbor Channel Classification SC Drainage Basin WHO Index # 20-36-14 Site Area 1.6 acres Drainage Area 15431 SF 0.35 Acres Impervious Area Calculation Rational Cc (list C after each BUA) Buildings 1699 1 Parking/Asphalt 830 1 Concrete 336 1 C 0.27 Total 2865 Percent Impervious= 18.6% Volume/Storage Calculation If Rational Method is used, place a 1 in this box , Required Design Storm RV Volume to Store Provided Pipe Diameter Length Of Pipe Length Of Trench Width Of Trench Height Of Trench Cross -Sectional Area Of Trench Storage In Piping Stone Volume (40% voids) Total Volume Elevation Of Bottom Of Trench Elevation Of SHWT Overflow Elevation Exfiltration Rafe / Drawdown Reported Hydraulic Conductivity Bottom Surface Area Drawdown Time 1 in 0.22 343 �CF System 1 System 2 0.5 Feet 1212 Feet 202 Feet 6 Feet 0.583 Feet 0.00 3.50 SF 0 238 CF 0 187T Cubic Feet 425; Cubic Feet 0 -3- 33 Mean Sea Level 3 Mean Sea Level p� 4'83 Mean Sea Level Comments: Required volume, storage, and drawdown guidelines are met. 0.25 Cubic Feet Per Hour Per Sq Ft 1212 Square Feet SAND FILTER DESIGN DATE: PROJECT NAME: DRAINAGE BASIN: RECEIVING STREAM: Index No. 18-May-2001 Atlantic Harbor Condos WHO Harbor Channel 20-36-14 SITE AREA: 1.6 acres IMPERVIOUS AREA CALCULATION BUILDINGS PARKING/WALKS CONCRETE OTHER IMPERVIOUS, I= �...._....._ 89 8% BOTTOM OF FILTER TOP OF SAND OVERFLOW WEIR REQUIRED VOLUME 540 cubic feet per acre of DA Total volume required PROVIDED VOLUME DESIGN STORM AVERAGE SURFACE AREA DEPTH VOLUME TOTAL VOLUME PROVIDED REQUIRED SURFACE AREA PROVIDED SURFACE AREA ORIFICE DESIGN FILENAME: S:IWQSISFILTER1010128S1.WK1 PROJECT# SW8 010128S1 Sand filter #1A REVIEWER: arl CLASS: SC If ORW, is site within the 575' AEC? n/a DRAINAGE AREAJ, : > 34444:JSF 8735 SQUARE FEET 17854 SQUARE FEET 1049 SQUARE FEET 3277 SQUARE FEET TOTAL 30015']SQUARE FEET RV= .05+.009 (I) S-1 A S-1 B 4.18 4:5 FEET MSL 5.68 6 FEET MSL 5.85 ' 6.17` FEET MSL Sediment Chamber 427 0 CIF Sediment Chamber 1 IN 270 SF 20.00 IN I. 450 CF >360 SF 270 SF Sand Filter :� 427:0;ICF 854 0 CIF PROPOSED ORIFICE DIAMETER 6 INCHES AVERAGE HEAD 0.6 FEET NUMBER OF ORIFICES 20.07 EACH FLOWRATE FOR 24 HOURS 0.0047 CFS FLOWRATE PROVIDED 1:4':9CFS COMMENTS Volume and drawdown are within Design Requirements. Sand Filter 360 SF 270 SF SAND FILTER DESIGN DATE: PROJECT NAME: DRAINAGE BASIN: RECEIVING STREAM: Index No 18-May-2001 Atlantic Harbor Condos WHO Harbor Channel 20-36-14 SITE AREA: 1.6 acres IMPERVIOUS AREA CALCULATION BUILDINGS PARKING/WALKS CONCRETE OTHER % IMPERVIOUS, 1= 83:4% BOTTOM OF FILTER TOP OF SAND OVERFLOW WEIR REQUIRED VOLUME 540 cubic feet per acre of DA Total volume required PROVIDED VOLUME DESIGN STORM AVERAGE SURFACE AREA DEPTH VOLUME TOTAL VOLUME PROVIDED REQUIRED SURFACE AREA PROVIDED SURFACE AREA ORIFICE DESIGN FILENAME: S:IWQSISFILTER1010128S2.WK1 PROJECT# SW8 010128S2 Sand filter #2 REVIEWER: arl CLASS: SC If ORW, is site within the 575' AEC? n/a DRAINAGE AREA 4785`ISF TOTAL I 1134 SQUARE FEET 2668 SQUARE FEET 189 SQUARE FEET SQUARE FEET 3.901.]SQUARE FEET RV= .05+.009 (I) �..<...:.......:.O.:8b] 3 9 FEET MSL FEET MSL 5 57< FEET MSL Sediment Chamber Sand Filter 59:3CF 59 3 JCF . - ... .118 6.; CF Sediment Chamber 1IN 36 SF .20 00. IN 60 CIF 360SF 3.6 SF PROPOSED ORIFICE DIAMETER 6' INCHES AVERAGE HEAD 0.7 FEET NUMBER OF ORIFICES 30' EACH FLOWRATE FOR 24 HOURS 0.0007 CFS FLOWRATE PROVIDED 2.4 CFS COMMENTS Volume and drawdown are within Design Requirements. Sand Filter 360 SF 36 S F