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Home My WebLink AboutSW8910805_COMPLIANCE_20220610STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 91 O S 05 DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS ❑ HISTORICAL FILE COMPLIANCE EVALUATION INSPECTION DOC DATE 202Z 06 ID YYYYMMDD COASTAL CAROLINA w..,,.,o.RESOURCE GROUP'ICE /E ..........,INVQ—Q -----910-791_SA, Coastal Carolina Resource Group, Inc. 2022 2921 Blue Clay Rd. INVOICE NO. 19983 Castle Hayne, NC 28429 DATE: May 27, 2022 910-791-5432 (0) 910-791-4768 (F) nick@ccrRnc.com TO: Seaside United Methodist Church Attn: Kathleen Thompson kthompson@seasideumc.org RE: Seaside United Methodist Church Stormwater Pond Inspection ITEM k DESCRIPTION LINE TOTAL 1 Coastal Carolina Resource Group (CCRG) has provided a monthly inspection for one certified NCDEMLR stormwater retention pond located at the Seaside United Methodist Church. Please see the attached inspection reports and pictures for details. $ 106.09 Total Due: $ 106.09 Please Note: 1) CONFIDENTIALITY NOTICE: This communication and any files or attachments transmitted with it may contain information that is confidential, privileged and exempt from disclosure under applicable law. It is intended solely for the use of the intended recipient. If you are not the intended recipient, you are hereby notified that any unauthorized review, use, disclosure, dissemination, or copying of this communication is strictly prohibited. Owner's Representative Date Make all checks payable to Coastal Carolina Resource Group, Inc. THANK YOU FOR YOUR BUSINESS! lUN � 0 2022 ev EIII "". VJ COASTAL SITE DESIGN, PC Wilmington, NC 26406 Phone: 910 791-4441 Fax: 910 791-1501 December 3, 2009 Linda Lewis Environmental Engineer N.C. Department of Environment And Natural Resources Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Re: Pond As -Built Certification Seaside United Methodist Church SW8 910805 Sunset Beach Brunswick County CSD Project No. 05-0047 Dear Mrs. Lewis: Per our recent email correspondence concerning the sidewalk BUA discrepancy, enclosed please find one (1) copy of the As -built Stormwater Calculations reflecting the correct sidewalk impervious square footage. Please let me know if you have any questions or require any additional information. Sincerely, Jeremy Martin Encl.: As noted above cc: Ted Russell BY: DEC 0 4 2009 STORMWATER MANAGEMENT CALCULATIONS FOR POND AS-BUILTS / CERTIFICATIONS For SEASIDE UNITED METHODIST CHURCH 19:7U1M111*11200 Seaside United Methodist Church 1600 Seaside Road SW Sunset Beach, NC 28468 Prepared by: COASTAL SITE DESIGN, PC PO Box 4041 Wilmington, NC 28406 Phone 910 791-4441 $y: Howard Resnik, P.E. tj?L 9 lt O p A 2�09 Sunset United Methodist Church As -Built Narrative Seaside United Methodist Church is an existing church site located on SR 904 in Sunset Beach, Brunswick County, NC. The tract is 5.23 acres in size. The project employs the use of an existing stormwater pond, and two infiltration basins added to intercept runoff from a recent building/parking expansion. The As -Built plan and calculations that follow are a result of elevations taken from a survey performed by Norris & Ward Land Surveyors, P.A. DEC 4 2009 $Y: ANW Sfte D881p1y PC PD.On 041 WilmtQ%K28400 INFILTRATION BASIN 1 AS -BUILT 1-1/2" VOLUME DETERMINATION: DETERMINE IMPERVIOUS PERCENTAGE area to basin = 8,996 sf 0.21 acres buildings = sf acres asphalt paved area = 2,700 sf 0.06 acres concrete sidewalk = 112 sf 0.00 acres total imp. surface = 2,812 sf 0.06 acres percent imp. = 31.3 % DETERMINE RUNOFF COEFFICIENT (Rv) I = 31.3 percent impervious Rv = ? (runoff coefficient, inches per inch) Rv= 0.05 + 0.009 (1) Rv = 0.33 in/in DETERMINE VOLUME design storm = 1.5 inch Rv = 0.33 in/in drainage area = 0.21 acres volume= ? volume = (design storm)(Rv)(drainage area) volume = 0.0 acre-ft volume = 373 cf of required storage volume INFILTRATION BASIN STAGE - STORAGE TABLE: INCREMENTAL ELEVATION AREA VOLUME STORAGE (ft) (sf) (cf) (cf) 30 1,548 - - 30.6 2,751 1,290 1,290 31 2,901 1,130 2,420 1-1/2" storage volume provided = 1,290 cf BY: DEC 0 4 2009 Coastal Site Design, PC e P.O. Box4041 Wilmington, NC 28408 0 STAGE - DISCHARGE TABLE: infiltration rate (cfs) = 0.00 primary outlet elevation = 30.6 crest length of spillway (ft) = 10.0 elevation of spillway = 30.8 ELEVATION INFILTRATION OUTLET SPILLWAY TOTAL (ft) (cfs) (cfs) (cfs) (cfs) 30 - 30.6 0.43 - - 0.43 31 0.43 1.14 8.26 9.83 DRAWDOWN TIME: linear infiltration rate = 12 in/hr = 0.000278 ft/sec basin bottom area = 1,548 sf (natural ground) 3-d infiltration rate = 0.43 cf/sec drawdown time = 14.4 minutes or 0.2 hours or 0.0 days Coastal site Design, PC eo.8oX4a41 Wilmington, NC 28408 INFILTRATION BASIN 2 AS -BUILT 1.1/2" VOLUME DETERMINATION: DETERMINE IMPERVIOUS PERCENTAGE area to basin = 57,584 sf 1.32 acres buildings = 17,362 sf 0.40 acres asphalt paved area = - sf - acres concrete sidewalk= 2,148 sf 0.05 acres future impervious = 26,230 sf 0.60 acres total imp. surface = 45,740 sf 1.05 acres percent imp. = 79.4 % DETERMINE RUNOFF COEFFICIENT (Rv) I = 79.4 percent impervious Rv = ? (runoff coefficient, inches per inch) Rv= 0.05 + 0.009 (1) Rv = 0.76 inAn DETERMINE VOLUME design stoma = 1.5 inch Rv = 0.76 in/in drainage area = 1.32 acres volume= ? volume = (design storm)(Rv)(drainage area) volume = 0.1 acre-ft volume = 5,506 cf of required storage volume INFILTRATION BASIN STAGE - STORAGE TABLE: INCREMENTAL ELEVATION AREA VOLUME STORAGE (ft) (sf) (cf) (cf) 26.5 5,859 - 27 6.485 3,086 3,086 27.4 6,997 2,696 5,782 28 5,936 3,880 9,662 1-1/2" storage volume provided = 5,782 cf Coaetal Site Design, PC P.O. Box 4041 Willninoon, NC 28406 STAGE - DISCHARGE TABLE: infiltration rate (cfs) = 0.00 primary outlet elevation = 27.4 crest length of spillway (ft) = 10.0 elevation of spillway = 27.6 ELEVATION INFILTRATION OUTLET SPILLWAY TOTAL (ft) (cfs) (cfs) (cfs) (cfs) 26.5 - 27 1.63 - - 1.63 27.4 1.63 - - 1.63 28 1.63 2.09 20.95 24.67 DRAWDOWN TIME: linear infiltration rate = 12 in/hr = 0.000278 fVsec basin bottom area = 5,859 sf (natural ground) 3-d infiltration rate = 1.63 cf/sec drawdown time = 56.8 minutes or 0.9 hours or 0.0 days Coastal Site Design, PC B0. Bat 4041 Wlmington, X 28406 STORMWATER MANAGEMENT CALCULATIONS FOR POND AS-BUILTS / CERTIFICATIONS For SEASIDE UNITED METHODIST CHURCH NOV 0 3 2009 BY: PREPARED FOR Seaside United Methodist Church 1600 Seaside Road SW Sunset Beach, NC 28468 Prepared by: COASTAL SITE DESIGN, PC PO Box 4041 Wilmington, NC 28406 Phone 910 791A441 BEAL 025483 Howard Resnik, P.E. A!0Z 09 ftc� Sunset United Methodist Church As -Built Narrative Seaside United Methodist Church is an existing church site located on SR 904 in Sunset Beach, Brunswick County, NC. The tract is 5.23 acres in size. The project employs the use of an existing stormwater pond, and two infiltration basins added to intercept runoff from a recent building/parking expansion. The As -Built plan and calculations that follow are a result of elevations taken from a survey performed by Norris & Ward Land Surveyors, P.A. INFILTRATION BASIN 1 AS -BUILT 1-1/2" VOLUME DETERMINATION: DETERMINE IMPERVIOUS PERCENTAGE area to basin = 8,996 sf 0.21 acres buildings = sf acres asphalt paved area = 2,700 sf 0.06 acres concrete sidewalk = 112 sf 0.00 acres total imp. surface = 2,812 sf 0.06 acres percent imp. = 31.3 % DETERMINE RUNOFF COEFFICIENT (Rv) I = 31.3 percent impervious Rv = ? (runoff coefficient, inches per inch) Rv= 0.05 + 0.009 (1) Rv = 0.33 in/in DETERMINE VOLUME design storm = 1.5 inch Rv = 0.33 in/in drainage area = 0.21 acres volume = ? volume = (design storm)(Rv)(drainage area) volume= 0.0 acre-ft volume = 373 cf of required storage volume INFILTRATION BASIN STAGE - STORAGE TABLE: INCREMENTAL ELEVATION AREA VOLUME STORAGE (ft) (sf) (cf) (cf) 30 1,548 - 30.6 2,751 1,290 1,290 31 2,901 1,130 2,420 1-1/2" storage volume provided = 1,290 of STAGE - DISCHARGE TABLE: infiltration rate (cfs) = 0.00 primary outlet elevation = 30.6 crest length of spillway (ft) = 10.0 elevation of spillway = 30.8 ELEVATION INFILTRATION OUTLET SPILLWAY TOTAL (ft) (cfs) (cfs) (cfs) (cfs) 30 _ 30.6 0.43 - - 0.43 31 0.43 1.14 8.26 9.83 DRAWDOWN TIME: linear infiltration rate = 12 in/hr = 0.000278 ft/sec basin bottom area = 1,548 sf (natural ground) 3-d infiltration rate = 0.43 cf/sec drawdown time = 14.4 minutes or 0.2 hours or 0.0 days INFILTRATION BASIN 2 AS -BUILT 1.1/2" VOLUME DETERMINATION: DETERMINE IMPERVIOUS PERCENTAGE area to basin = 57,584 sf 1.32 acres buildings = 17,362 sf 0.40 acres asphalt paved area = - sf - acres concrete sidewalk = 2,508 sf 0.06 acres future impervious = 26,230 sf 0.60 acres total imp. surface= 46,100 sf 1.06 acres percent imp. = 80.1 % DETERMINE RUNOFF COEFFICIENT (Rv) I = 80.1 percent impervious Rv = ? (runoff coefficient, inches per inch) Rv= 0.05 + 0.009 (1) Rv = 0.77 infin DETERMINE VOLUME design storm = 1.5 inch Rv = 0.77 infin drainage area = 1.32 acres volume= ? volume = (design storm)(Rv)(drainage area) volume= 0.1 acre-ft volume = 5,546 of of required storage volume INFILTRATION BASIN STAGE - STORAGE TABLE: INCREMENTAL ELEVATION AREA VOLUME STORAGE (ft) (so (cf) (cf) 26.5 5.859 - 27 6,485 3,086 3,086 27.4 6,997 2,696 5,782 28 5,936 3,880 9,662 1-1/2" storage volume provided = 5,782 cf STAGE - DISCHARGE TABLE infiltration rate (cfs) = 0.00 primaryoutlet elevation = 27.4 crest length of spillway (ft) = 10.0 elevation of spillway = 27.6 ELEVATION INFILTRATION OUTLET SPILLWAY TOTAL (ft) (cfs) (cfs) (cfs) (cfs) 26.5 - - 27 1.63 - - 1.63 27.4 1.63 - - 1.63 28 1.63 2.09 20.95 24.67 DRAWDOWN TIME: linear infiltration rate = 12 in/hr = 0.000278 ft/sec basin bottom area = 5,859 sf (natural ground) 3-d infiltration rate = 1.63 of/sec; drawdown time = 56.8 minutes or 0.9 hours or 0.0 days �L�OY6 U,J SPATE OF NORTH CAROLINA Department of Environmental and Natural Resources 127 Cardinal Drive Extension Wilmington, North Carolina 28405 (910)395-3900 FILE ACCESS RECORD SECTION 15(Ij TIME/DATE //,* y 1 NAME N/•� /eesnrL� 7y /'- L/y Le / REPRESENTING &a'sZe Klt- l)4C�St Guidelines for Access: The staff of Wilmington Regional Office is dedicated to making public records in our custody readily available to the public for review and copying. We also have the responsibility to the public to safeguard these records and to carry out our day-to-day program obligations. Please read carefully the following guidelines signing the form: 1. Please call at least a day in advance to schedule an appointment to review the tiles. Appointments will be scheduled between 9.00am and 3'00pm Viewing time ends at 5:00pm. Anyone arriving without an appointment may view the files to the extent that time and staff supervision is available. 2. You must specify files you want to review by facilit' name. The number of files that you may review at one time will be limited to five. 3. You may make copies of a file when the copier is not in use by the staff and if time permits. Copies of 25 or less are free 26 or more require payment in full for all copies made at 10 cents a copy; payment may be made by check money order, or cash at the reception desk. Copies can also he invoiced for your convenience 4. FILES MUST BE KEPI' IN ORDER YOU FOUND THEM Files may not be taken from the office. To remove, alter, deface, mutilate, or destroy material in one of these files is a misdemeanor for which you can be fined up to $500.00. 5. In accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and collected for checks on which pay-nient has been refused. FACILITY NAME COUNTY 1. .V.'S1& 6 /W- G/h� 7/OJ / / el? '75 ,/ 2. t 3. 4. 5. Signature and Name of Firm/Business Date Time In Time Out Please attach a business card to this form 01 State of North Carolina Department of Environment, Health, and Natural Resources Wilmington Regional Office James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson Jonathan B. Howes, Secretary Regional Manager March 21, 1995 Mr. Kemp Causey, Trustee Seaside United Methodist Church Post Office Box 4637 Calabash, North Carolina 28467 Subject: COMPLIANCE STATUS Seaside United Methodist Church Stormwater Project No. 910805 Brunswick County Dear Mr. Causey: On October 7, 1994, a Notice of Violation/Compliance Inspection Report was sent to you concerning the project, Seaside United Methodist Church. As of this date, the items cited in the letter have been resolved, the Professional Engineer's Certification has been received, and the project has been determined to be in compliance with the Stormwater Certification issued on February 5, 1992. If you have any questions concerning this matter, please do not hesitate to call Linda Lewis or me at (910) 395-3900. Sincerely, Dave Adkins Water Quality Supervisor DA/arl: S:\WQS\STORMWAT\STATUS\910805.MAR cc: Linda Lewis Delaney Aycock, Brunswick County Building Inspections Wilmington Regional Office Central Files 127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone 910-395-3900 • Fax 910-350-2004 An Equal Opportunity Affirmative Action Employer State of North Carolina Department of Environment, Health, and Natural Resources Wilmington Regional Office James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson Jonathan B. Howes, Secretary WATER QUALITY SECTION Regional Manager January 19, 1995 Mr. Kemp Causey Seaside United Methodist Church BY FAX 910-579-5233 Dear Mr. Causey: I found the Engineer's Certification for the project, but I will be checking for the completion of the items associated with the vegetated filter, the rip rap, and the pavement coverage discrepancies (no revised plans dealing with the deleted planted islands have been submitted). I believe the additional paved area created by deleting the planted islands can be accounted for in the submittal of plans for the next phase. While the pond has been sized for all phases, any changes or deviations from the originally approved plans must be submitted for review and approval. The deletion of the planted islands is considered a deviation from the original. I am planning a trip to Brunswick County on Monday, January 23, 1995. I will follow up on the remaining items at that time, and forward any concerns, or if all is well, I will forward the Compliance Status. Sincerely,, Linda Lewis Environmental Engineer DA/arl: S:\WQS\STORMWAT\LETTERS\910805.JAN cc: Linda Lewis Delaney Aycock, Brunswick County Building Inspections Joseph Hill, P.E. 127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone 910-395-3900 • Fax 910-350-2004 An Equal Opportunity Affirmative Action Employer State of North Carolina Department of Environment, Health, and Natural Resources Wilmington Regional Office James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson Jonathan B. Howes, Secretary WATER QUALITY SECTION Regional Manager October 24, 1994 Mr. Kemp M. Causey, Trustee Seaside United Methodist Church Post Office Box 4637 Calabash, North Carolina 28467 Subject: Compliance Status Seaside United Methodist Church Stormwater Project No. 910805 Brunswick County Dear Mr. Causey: In reference to your engineer's request for clarification of the assumption that the church is not in violation of the Certification because the sum total of the impervious surfaces currently constructed is less than 1 acre. After discussion with our Central Office personnel, we present the following facts: The church was required to submit a plan for review that included all phases of the project. The project was clearly a phased project, and as such, this Office had the right to request that all future development be shown and accounted for. 2. The plan was reviewed and approved as a detention pond submittal, not as a request for less than 1 acre of built -upon area. It was decided that since a pond has been constructed, regardless of the fact that less than 1 acre of built -upon area was constructed as the first phase, the pond must be maintained in accordance with the Certification. It is specified in 15A NCAC 211.1003(k) that development must be maintained consistent with the requirements in the approved O & M plan. The church must be considered in violation until the items listed in the October 7, 1994 Notice of Violation have been satisfactorily addressed. 127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 o Telephone 910-395-3900 • Fax 910-350-2004 An Equal Opportunity Affirmative Action Employer Mr. Causey October 24, 1994 Stormwater Project No. 910805 If you have any questions, please do not hesitate to contact me at (910) 395-3900. Sincerely, Linda Lewis Environmental Engineer DA/arl: S:\WQS\STORMWAnLETTERS\910805.00T cc: Mr. Larry Sneeden, P.E. Mr. Delaney Aycock, Brunswick County Building Inspections (2) Linda Lewis 0 State of North Carolina Department of Environment, Health, and Natural Wilmington Regional Office James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Jonathan B. Howes, Secretary WATER QUALITY SECTION October 7, 1994 cC-ERTIfUD-MAIL—P389-047 481, RETURN RECEH'T REQUESTED Mr. Kemp M. Causey, Trustee Seaside United Methodist Church Post Office Box 4637 Calabash, North Carolina 28467 Resources Bob Jamieson Regional Manager Subject: NOTICE OF VIOLATION Seaside United Methodist Church Stormwater Project No. 910805 Brunswick County Dear Mr. Causey: On July 1, 1994, Wilmington Regional Office personnel performed a Compliance Inspection of the project known as Seaside United Methodist Church, located Highway 904 in Seaside in Brunswick County, North Carolina. The inspection was performed as a follow-up to the March 22, 1994 Notice of Violation and to determine the current status of compliance with Stormwater Certification Number 910805, issued to Mr. Paul Justice on February 5, 1992. The project has been found in violation of Stormwater Certification Number 910805, issued pursuant to the requirements of 15A NCAC 2H.1003(i). The violations found are: 1. Failure to submit the required Engineer's Certification within 30 days of completion of pond construction. 2. No trash rack for the outlet structure. 3. Discrepancies between the approved plan pavement layout and the as -built condition. 4. The vegetative filter was observed to be in a very eroded and bare state. S. The rip rap has been placed in selected spots only, and does not act as a permanent bank stabilizer. 127 Cardinal Drive Extension, Wilmington, N.C. 29405-3845 • Telephone 910-395-3900 • Fax 910-350-2004 An Equal Opportunity Affirmative Action Employer Mr. Bridgers October 7, 1994 Stormwater Project No. 910805 To correct these violations you must : Provide a written "Plan of Action" which outlines the actions you will take to correct the violations and a time frame for completion of those actions, on or before November 7, 1994. 2. Submit the Professional Engineer's Certification, verifying pond construction in accordance with the approved plans. 3. Add the trash rack to the outlet structure pursuant to the approved stormwater plans. 4. Repair the vegetated filter by regrading and establishing a dense vegetative cover. 5. Add rip rap to all slopes which are shown to be greater than 3:1, of sufficient depth to provide pemanent stabilization. On March 22, 1994, a Notice of Violation was issued to Mr. Kenneth Bridgers for all of these items, except 114. A "Plan of Action" was received on April 14, 1994, signed by you, indicating that an as -built survey had been conducted, that the side slopes would be permanently stabilized with rip rap, and that the trash racks were in the process of being prepared and would be installed "in the near future". Failure to provide the "Plan of Action" or to correct the violations by the date designated in the "Plan of Action", are considered violations of 15A NCAC 2H.1000, and may 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 Brunswick 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. It was noted during the inspection that clearing of the adjacent parcel had begun, apparently in hopes of constructing the next phase of the project. Please be aware that failure to correct these violations may delay construction/occupancy of your new building. If you have any questions concerning this matter, please call either Ms. Linda Lewis or Mr. Dave Adkins at (910) 395-3900. Sincerely, Mr. Rick Shiver, P.G. Regional Supervisor RSS:\arl S:\WQS\STORMWAT\NOTICE\910805.00T cc: Mr. Larry Sneeden, P.E. Mr. Robert Tucker, Brunswick County Building Inspections Bradley Bennett Linda Lewis Central Office UNITED STATES POSTAL SERVICE Official Business PENALTY FOR PRIVATE USE TO AVOID PAYMENT OF POSTAGE, S300 Print your name, address and ZIP Code here Environment, Health 8 Natural RosbMeS 127 Cardinal Drive Extension !Wihingronr KC 28405.34AA Inn liiiiiiiiiiiiiilliiliii,ii,hill m JLNL)r Ifi: I also wish to receive the C • Complete it 3and/or 2 for additional services. '^ • Complete items , and 4s & b. following services (for an extra as Print your name and address on the reverse of this form so that we can fee): return this card to you. > • Attach this form to the front of the mailpiece, or on the back if space `7. ❑Addressee's Address m does not permit. m • Write"Return Receipt Requested" on the mailpiece below the article number. 2 ❑ Restricted Delivery r • The Return Receipt will show to whom the article was delivered and the date C delivered. Consult postmaster for fee. to: Mr. Kemp M.Causey, Trustee Seaside United Methodist Church P.O. Box 4637 Calabash, NC 28467 El 5. Signature (Addressee) 21 6. 4a. Article Number P 389 047 481 4b. Service T ❑�iegmte S` sured Certi to Receipt for ❑ Expr Mail r _ P andise 7. Dat c' Del' y j, JA. .d 8. Addres's 's}/ d� (Only if request) and fee is ld Form 3811, December 1991 C .G.P.0.:1992-307-530 DOMESTIC RETURN RECEIPT _A State of North Carolina Department of Environment, Health, and Natural Resources Wilmington Regional Office James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson Jonathan B. Howes, Secretary WATER QUALITY SECTION Regional Manager March 22, 1994 CERTIFIED MAIL P 327 066 608 RETURN RECEIPT REQUESTED Mr. Kenneth Bridgers Seaside United Methodist Church 7290-23 Beach Drive, SW Ocean Isle Beach, North Carolina 28469 Subject: NOTICE OF VIOLATION Stormwater Project No. 910805 Seaside United Methodist Church Brunswick County Dear Mr. Bridgers: On February 5, 1992, a Certification of Compliance with Stormwater Regulations, Number 910805, was issued to Mr. Paul Justice for Seaside United Methodist Church, located in Seaside, N.C.. As stated in the Certification of Compliance: A professional engineer must certify that the stormwater system has been installed in accordance with the approved plans and specifications upon completion of construction. On August 30, 1993, Regional Office Staff conducted a compliance inspection of the project's stormwater facilities and found construction completed and the facility occupied. A Compliance Inspection Report was sent to Mr. Paul Justice on September 3, 1993. Please find attached a copy of that completed report which summarizes the findings of the inspection. Our records indicate that the required Professional Engineer's Certification has not been received. The Certification has been requested on December 18, 1992, July 26, 1993 and September 3, 1993. Additionally, the following conditions were observed during the inspection and are in violation of the Certification: 1. The side slopes of the pond appear steeper than 3:1 as required, especially from the edge of the parking lot. Those slopes must be stabilized with permanent measures, or cut back to 3:1. 2. Please provide the trashrack as required on the approved plans. 127 Cardinal (hive Extension, Wilmington, N.C. 2WS-3845 • Telephone 910-395-3900 • Fax 910-350-2004 An Equal Opportunity Affitautive Action Employer i \� P V 389 347 481 Receipt for Certified Mail No Insurance Coverage Provided • s Do not use for International Mail (See Reverse) Sem to Street aM r Ii .,sPIAate a� ZIP tl •� IY_J Postage r c,t"dieA Fee 12) !/ U Special Delivery Fee Restrictetl Delivery Fee m Return Receipt Show -- ce to 1vhoro &Date , RemroReed S° Mngr c Wte, and 0 7t TOTAL Po t3Ee & Foes vS PpSNN k ' 1994 E `o uspa LL N a Mr. Bridgers March 22, 1994 Stormwater Project No. 910805 3. There are a few minor discrepancies between the approved plan and the actual construction which must be addressed through a revised plan. Several landscaped islands have been deleted, and curbing has been added to the rear of the parking lot. Operation of the stormwater system prior to submission of the required certification and the above conditions are violations of 15A NCAC 2H.1003 and are subject to enforcement action pursuant to NCGS 143-215.6A including the assessment of civil and criminal penalties. Failure to provide the required Engineer's Certification and a "plan of action" which designates the date by which the above items will be permanently resolved, prior to April 22, 1994, will result in the initiation of appropriate enforcement action by this Office. That action may include recommendations for the assessment of penalties and/or revocation of the Certification. If you have any questions concerning this matter, please call Ms. Linda Lewis or Mr. Dave Adkins at (910) 395-3900. Sincerely, l�, t- C- iL S l-1 C t-- Rick Shiver Regional Supervisor RSS/arl: S:\WQS\STORMWAIINOTICE\910805.MAR cc: Mr. Larry Sneeden, P.B. Mr. Robert Tucker, Brunswick County Building Inspector Bradley Bennett (2) Linda Lewis Central Files April 13, 1994 EEO MnIrm Mr. Rick Shiver, Regional Supervisor APR 1 4 1994 State of North Carolina Dept. of Environment, Health, and Natural Resources 127 Cardinal Drive Extension ........................... Wilmington, N. C. 28405-3845 SUBJECT: Stormwater Project No. 910805 Seaside United Methodist Church Dear Mr. Shiver: I am in receipt of your letter of March 22, 1994 to Mr. Kenneth Bridges in regards to the Stormwater Project for Seaside United Methodist Church. Mr. Bridges is no longer a member of the Board of Trustees and, as a new member of the Trustees, my assignment is to resolve and perfect our Stormwater Project. I have had a discussion with Mr. Dave Atkins and Mr. Larry Sneeden, the Design Engineer. Please be advised of the follow- ing: 1. Mr. Rick Thompkins, a Registered Surveyor, has prepared a survey of what is on site as of April 4, 1994. This survey has been forwarded to Mr. Sneeden for his review. 2. Mr. Atkins, of your staff, suggested that we could use rip - rap on the side of the pond nearest to the parking lot, since the slop is not 3:1. 3. The trash racks are being prepared and will be installed in the near future. The purpose of this letter is to advise you of the actions being taken and to request that the date of April 22, 1994 for total resolvement be extended. Please be assured that a continuous commitment will be made until the project is completed and accepted. Sincere ly yours, Kemp M. Cause,y, Trust e Board of Trustees Seaside United Methodist Church KMC:bbc ccs: ✓Ms. Linda Lewis Mr. Dave Atkins Mr. Larry Sneeden, P.E. Mr. Al Wooten P.U. Box 4637, Calabash, N.C. STU ATE, U�U Lou APR 1 4 1994 (910) 579-8444 f �� t.� 1. ��V �� ' J: �� r C' `=N _ �. tR :� � r� _1��) P ITEWORKS -S Design Group, P.A. April 14, 1994 Mr. Rick Shiver, Regional Supervisor Wilmington Regional Office- DEHNR 1.27 Cardinal Drive Extension Wilmington, NC 28405-3845 RE: Seaside UMC Stormwater Project #910805 Dear Mr. Shiver: 910/799-6808 Fax 910/799-1880 APR 15 1994 LJ At the request of the church, we have done a preliminary review of the construction of the stormwater control measures. There are several deficiencies which we will be working with the church to correct in the near future. The stormwater control measures were designed to accomodate the existing and future development plans for this site. The existing developed area consists of 0.94 acres of impervious area which is 18 percent of the total site. It is my understanding that this coverage is less than the 1.0 acre impervious / 30% coverage limits in the regulations and would therefore be exempt from stormwater management requirements at this time. If my interpretation of the regulations is correct and the church is in fact in compliance at this time, please notify them in writing so that they can ease their concerns about breaking the law and being subject to enforcement action. They have assured me they they will diligently pursue remedying the deficiencies in the stormwater retention system. Sincerely, SITEWORKS DESIGN GROUP, PA C. Lawrence Sneeden, Jr. PE cc: Seaside UMC I� APR 1 5 1994 U D E it �Io7 # P.O. Box 3988 0 Wilmington North Carolina 28406-3988 UNITED STATES POSTAL SERVICE PENALTY FOR PRIVATE USE TO AVOID PAYMENT OF POSTAGE, S" Print your name, address and ZIP Code here NC DEHNR - OEM WATER QUALITY SECTION, 127 CARDINAL DRIVE EXTENSION WILMINGTON NC 28405-3845 ATTN: JAN PETERS 1111 I„I,IIiiiiiliiilliii,l,ll,,,lll SENDER: y • Coriiplete items I and/or 2 for additional services. m Complete items 3, and 4a & b. ` • Print your name and address on the reverse of this form so that we can return this card to you. at • Attach this form to the front of the inailpiece, or on the back if space does not permit. m • Write"Return Receipt Requested" on the mailpiece below the article number • The Return Receipt will show to whom the article was delivered and the date 0 delivered. I also wish to receive the following services (for an extra fee): 1. ❑ Addressee's Address 2. ❑ Restricted Delivery ,nsult postmaster for fee. v 3. Article Addressed to: 4a. Article Number m m P 327 066 608 a 4b. Service Type c Mr. Kenneth Bridgers ❑Registered^ ❑Insured a Seaside United Methodist Church (}{1 �". Certified ,. ❑COD y 7290-23 Beach Drive, SW Return Receipt for W El Mail ❑ CC Ocean Isle Beach, NC 28469 Merchandise 7. Date of Deliver 5. Sigrature (Addressee) 8. Addressee's Address (Only if requested F C¢and fee is paid) / I cc 6. Signature g ntl I � O � a PS Form $$11, December 1991 *U.S. GPO: 1883-352-714 D RETURN RECEIPT State of North Carolina Department of Environment, Health, and Natural Resources Wilmington Regional Office James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson Jonathan B. Howes, Secretary Regional Manager September 3, 1993 Mr. Paul Justice Seaside United Methodist Church Route 2, Box 52-A Ocean Isle Beach, North Carolina 28469 Subject: COMPLIANCE INSPECTION Seaside United Methodist Church Stormwater Project No. 910805 Brunswick County Dear Mr. Justice: Please find attached a copy of the completed form entitled "Stormwater Compliance Inspection Report". The report summarizes the findings of a recent inspection of the project's stormwater controls conducted on August 30, 1993 to determine compliance with Stormwater Certification Number 910805 issued on February 5, 1992. A summary of the findings and comments are noted under Section 6 of the report. Appropriate action, if required, should be completed by October 3, 1993. Please inform this Office by letter when required action is completed. If you have any questions please contact me at the Wilmington Regional Office, telephone number (919) 395-3900. Sincerely, Linda Lewis Environmental Engineer DA/arl: S:\WQS\STORMWAT\INSPECT\910805.SEP cc: Mr. Larry Sneeden, P.E., Siteworks Design Group Central Files Bradley Bennett C(2)_IJinda_I.e'wi 127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone 919-395-3900 • Fax 919-350-2004 An Equal Opportunity Affirmative Action Employer R;'L327 066 608, Receipt for Certified Mail No Insurance Coverage Provided r�Y Do not use for International Mail (See Reverse) sere Stt and No. P.O., State and ZIP Code Postage Certified Fee Special Delivery Fee Restricted Delivery Fee Return Receipt Showing m to Whom & Date Delivered Return Receipt Showing to Whom, c Date, and Addressee's Address J TOTAL Postage n 6 & Fees $ Postmark or Date 00 Ylo �ecD 3 4:64V LL y a STORMWATER COMPLIANCE INSPECTION REPORT 1. Project Name: Project Number: Seaside United Methodist Church Control Measure: 85 % Pond Water Body: UT Calabash River Classification: C Directions to site, address: Off NC 904, approximately 2 miles north of NC 179. 2, Inspection Date: August 30, 1993 2:45 pm Weather Conditions: Hot, humid 3. Comparison of Approved plans vs. As -Built: Compared well. 4. Maintenance Problems: 5. PE Certification Received? NO 6. Comments: Deed Restrictions Received? N/A The side slopes of the pond appear steeper than 3:1 as required, especially from the edge of the parking lot. The church must either stabilize these slopes with permanent measures, or cut them back to 3:1. 2. Please provide the expanded metal trashrack over 3 of the knock -out panels on the outlet structure as required by the approved plan. 3. The inspection revealed a few minor discrepancies between the approved plan and the actual construction, most notably, the deletion of the landscaped islands along the back parking lot edge, and the addition of concrete curbing to direct runoff into the catch basin. This has essentially negated the need for the baffle and the rip rap swale. A revised plan showing these revisions should be received. 4. This Office has asked for the Engineer's Certification on December 18, 1992 and July 26, 1993. Each time, this Office was assured that the certification would be shortly forthcoming. Please complete and return the attached Certification when the above items have been satisfactorily addressed. Inspector: Linda Lewis J't � Water Quality/Wilmington Regional Office/(919) 395-3900 DA/arl: S:\WQS\STORMWAT\INSPECT\910805.SEP Seaside United Methodist Church Stormwater Project No. 910805 Engineer's Certification 1, , 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, ect) for (Project Owner) hereby state that, to the best of my abilities, due care and diligence was used in the observation of the project construction such that the construction was observed to be built within substantial compliance and intent of the approved plans and specifications. Signature Registration Number Date State of North Carolina Department of Environment, Health, and Natural Resources Wilmington Regional Office James G. Martin,'Governor William W. Cobey, Jr., Secretary February 5, 1992 DIVISION OF ENVI Mr. E. Paul Justice Seaside United Methodist Church Route 2, Box 52-A Ocean Isle Beach, North Carolina 28469 Bob Jamieson Regional Manager Subject: Certification of Compliance with Stormwater Regulations Stormwater Project No. 910805 Seaside United Methodist Church Brunswick County Dear Mr. Justice: This Certification is pursuant to the revised application for Seaside United Methodist Church received on August 9, 1991, with additional information received on January 30, 1992. Based on our review of the project plans and specifications, we have determined that the stormwater control system complies with the Stormwater Regulations set forth in Title 15A NCAC 2H.1003(i). The runoff will be treated in a detention pond sized to achieve 85% reduction in Total Suspended Solids. This Certification shall be effective from the date of issuance until rescinded. The project shall be constructed and maintained in accordance with the plans and specifications approved by the Wilmington Regional Office. A professional engineer must certify that the stormwater system has been installed in accordance with the approved plans and specifications upon completion of construction. The attached certification should be received by this Office within 30 days of completion of construction. -continued- 127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone 919-395-3900 • Fax 919-350-2004 An Equal Opportunity Affirmative Action Employer Mr. Justice February 5, 1992 Page Two ---------------- If you have any questions concerning this matter, please call Alexis Finn or me at (919) 395-3900. Sincerely, act Dave Adkins Water Quality Supervisor DA/aif: 910805.FEB cc: Robert Tucker, Brunswick County Inspections Department Linda Lewis, Siteworks Design Group Alexis Finn r,Wi`lmington—Regional Off7:ce) Central Foes DIVISION OF ENVIRONMENTAL MANAGEMENT Evaluation of Stormwater Treatment and Disposal System Draining to Waters Other Than Class SA PROJECT DATA Project Name: Seaside United Methodist Church Project No.: 910805 Location (County, Township/Municipality, Address): Brunswick County Applicant Name: Mr. E. Paul Justice Mailing Address: Route 2, Box 52-A Ocean Isle Beach, North Carolina 28469 Submittal Date: August 9, 1991 Water Body Receiving Stormwater Runoff: Unnamed Tributary to Calabash River Classification of Water Body: "C" WET DETENTION POND EVALUATION 1. Yes No The design storage is for the runoff from all impervious surfaces resulting from 1-inch of rainfall and is located above the permanent pool. 2. Yes No The permanent pool is designed for 85% TSS removal. 3. Yes No The runoff completely draws down to the permanent pool in 5 days, but not less than 2 days. 4. Yes No The mean depth of the permanent pool is a minimum of 3 feet. 5. Yes No The inlet structure is designed to minimize turbulence and short circuiting. 6. Yes No All overflow and discharge flows through a vegetative filter at least 30 feet in length. 7. Yes No A method is used to provide even distribution of runoff over the length of the vegetative filter. -continued- WET DETENTION POND EVALUATION CONTINUED 8. Yes No The slope and width of the vegetative filter provides non -erosive flow for the 10-year and 24-hour storm with a 10-year, 1-hour intensity. 9. Yes No The vegetative filter has a slope of 58 or less. 10. Yes No The vegetative filter is natural, grassed or artificially planted wetland vegetation. 11. Yes No An appropriate operation and maintenance plan has been provided for the system. 12. Yes No THIS PROJECT MEETS THE STORMWATER CONTROL REQUIREMENTS OF 15A NCAC 2H. (g), (i), (j), (k), and (1) (For Yes, 1 through 11 must all be circled Yes.) Brief Explanation: This detention pond is designed to remove 85% total suspended solids and will therefore be operated with a vegetative filter. DIVISION OF ENVIRONMENTAL MANAGEMENT SIGN -OFF Wilmington Regional Office Dat1/22= Individbhl Evaluating Form/Plans U l°,g a, a , Date Regional Water Quality Supervisor cc: Applicant/WiRO/Mills/CF Enaineer'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, (Project) for the hereby state that, to (Project owner) the best of my abilities, due care and diligence was used in the observation of the project construction such that the construction was observed to be built within substantial compliance and intent of the approved plans and specifications. Signature Registration Number Date I 4A *q �o u� v �- .�- �- W • � �T �M VS-.; • 4.' Y i v 46 Rr() �705 AR, *Uyo5 of S og C))b Seaside OnJed qI D CfO5 Me-hoc(15f aur%