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HomeMy WebLinkAboutSW8950701_COMPLIANCE_20130211STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 q 501 o t DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS ❑ HISTORICAL FILE m COMPLIANCE EVALUATION INSPECTION DOC DATE 201-5 0211 YYYYMMDD STATE OF NORTH CAROLINA Department of Environment and Natural Resources WIRO Regional Office FILE ACCESS RECORD. SECTION SWP DATE/TIME 11.30 NAME 8I 11d— 1SeEr�L6'_ REPRESENTING Guidelines for Access: The staff of the 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-dayprogram obligations. Please read carefully the following before signing the form: 1. Due to the large public demand for file access, we request that you call at least a day in advance to schedule an appointment for file review so you can be accommodated. Appointments are scheduled between 9:00 a.m. and 3:00 p.m. Viewing time ends at 4 45 p.m. Anyone arriving without'an appointment may view the files to the extent that time and staff supervision are available. 2. You. must specify files you want to review by facility name or incident number, as appropriate. The number of files that you may review at one appointment 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. There is no charge for 25 or less copies cost per copy after the initial 25 is 2.5 per copy. Payment is to be made by check, money order, or cash in the administrative offices. 4. Files must be kept in the order you received them. Files may not be taken from the office. No briefcases, large totes etc. are permitted in the file review area To remove, alter, deface, mutilate, or destroy material in public files is a misdemeanor for which you can be fined up to $500.00. 5. In accordance with GS 25-3-512, a $25.00 processing fee will be charged and collected for checks on which payment has been refused. 6. The customer must present a photo ID, sign -in, and receive a visitor sticker prior to reviewing files. FACILITY NAME � COUNTY 5. — . L;_6� $?gnatu a/Name of Firm or Business Date (Please attach business card to form if available) # Copes. 11 Amt. Pd: Time In. _..' A� d� Time Out Compliance Inspection Report Permit: SW8950701 Effective: 11/28/95 Expiration: County: New Hanover Region: Wilmington Contact Person: Ken Geben Title: President Directions to Project: Off Oddyssey Drive in Landfall, behind the Hampton Inn, Type of Project: State Stormwater - HD - Detention Pond Drain Areas: 1 - (Wrightsville Recreational Area (including Lees Cut, Motts Channel and portions of Banks (Channel))) (03-06-24) SB:#) On -Site Representative(s): Related Permits: Inspection Date: 12/08/2008 Entry Time: 11:00 AM Primary Inspector: David W Cox Secondary Inspector(s): Reason for Inspection: Follow-up Permit Inspection Type: State Stormwater Facility Status: ■ Compliant O Not Compliant Question Areas: ■ State Stormwater (See attachment summary) Owner: Colony Coast Contractors Inc General Par Project: Parkslone At Landfall aka Woodbridge Exit Time: 11:30 AM Phone: Phone:910-796-7215 Inspection Type: Compliance Evaluation Page: 1 1 Permit: SW8950701 Owner - Project: Colony Coast Contractors Inc General Par Inspection Date: 12/08/2008 Inspection Type: Compliance Evaluation Reason for Visit: Follow-up Inspection Summary: All non-compliance issues listed on the Inspection Letter dated September 22, 2008 have been resolved. Operation and Maintenance Yes No NA NE Are the SW measures being maintained and operated as per the permit requirements? ■ Cl ❑ ❑ Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ❑ ❑ ❑ in upon request? Comment: -I.- ^- -- Yes No NA NE Is the permit active? Signed copy of the Engineer's certification is in the file? Signed copy of the Operation & Maintenance Agreement is in the file? Copy of the recorded deed restrictions is in the file? Comment: SW Measures Are the SW measures constructed as per the approved plans? Are the inlets located per the approved plans? Are the outlet structures located per the approved plans? Comment: Page: 2 W A rc9 Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Coleen If. Sullins Director Division of Water Quality September 22, 2008 Mr. Steve Hughes Landfall Property Owners Association 1749 Drysdale Drive Wilmington, NC 28405 NOTICE OF INSPECTION AND NON-COMPLIANCE Parkstone @ Landfall Stormwater Project No. SW8 950701 New Hanover County Dear Mr. Hughes: 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 September 11, 2008 to determine compliance with Stormwater Permit Number SW8 950701 issued on September 22, 2008. A summary of the findings and comments are noted under Section 4 of the report. Please inform this Office in writing before October 22, 2008, of the specific actions that will be .- undertaken and the time frame required to correct the deficiencies. Failure to provide the requested information, when required, may initiate enforcement action. If you have any questions please contact me at the Wilmington Regional Office, telephone number (910) 796- 7215. Sincerely David Cox Senior Environmental Specialist ENB/dwc: S:\WQS\STORMWAT\INSPECT\950701.sep08 cc: Cape Fear Engineering Wilmington Regional Office David Cox NonhCarolina ,Vatura(/y North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone (910) 796-7215 Wilmington Regional Ot7ice Internet: www.newateraualitvore Fax (910)350-2004 An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper Customer Service 1-877-623-6748 Parkstone @ Landfall September 22, 2008 Stormwater Permit No. SW8 950701 STORMWATER COMPLIANCE INSPECTION REPORT 2. 3. a Project Name Parkstone @ Landfall Project Number: SW8 950701 Control Measure: Water Body: LIT to Wrightsville Beach Classification: "SB" Directions to site, address: Drysdale Drive Inspection Date: Weather Conditions Compliance Issues: September 22, 2008 Sunny Wet Pond Y N ®❑ The drainage area (including offsite) and built -upon area to the permitted system are per the approved plan. No unpermitted offsite drainage enters the system. ®❑ All the built -upon area associated with the project is graded such that the runoff drains to the system. ❑ ® For ponds/infiltration, the outlet/bypass structure relative elevations are per the approved plan. (Must be verified via as -built survey if in question). ❑ ® The inlets and outlet structure are located per the approved plans and do not cause short-circuiting. ❑ ® A trash rack is provided over the outlet weir and orifice. ❑ ® All slopes are grassed with permanent vegetation and are not eroding. ❑ ® Vegetated slopes are no steeper than 3:1. ®❑ The approximate amount of permitted surface area has been provided. (Must be verified via as -built survey or designer's certification.) ❑ ® Required drawdown devices are correctly sized per the approved plans. All required design depths are provided. ❑ ® All required parts of the system are provided, such as a vegetated shelf, and a forebay. ®❑ The designer's certification has been submitted. ®❑ The required deed restrictions are correctly recorded and submitted. ®❑ The number of lots or outparcels is per the permitted amount. ®❑ The built -upon area on the lots or outparcels does not appear to exceed the maximum amount (must be verified via as -built survey if in question) ®❑ The road, cul-de-sac, parking lot and sidewalk widths are per the approved plan. ❑ ® Required maintenance is being performed. Required Actions: (Explain each deficiency and what needs to be done to bring the system back into compliance) Page 2 of 5 Parkstone @ Landfall September 22, 2008 Stormwater Permit No. SW8 950701 1. Please verify that ponds 1 & 2 have all control measures installed per the approved plan. Items such as the orifice, trash rack, spillway, forebay and vegetated shelf were not visible on the day of inspection due to the high water levels in the ponds. 2. Please verify that both ponds are drawing down properly, that the orifices are not clogged and that all stormwater is discharging through the approved outlet structures. 3. Please perform the required maintenance for ponds 1 & 2. On the day of the inspection woody vegetation was observed on both ponds. Both ponds 1 & 2 shca!d have 3 to 1 slopes th?' rr^ -t��;e nd vegetated with an approved grass. Inspector: f?avid•Cox' Water Quality/Wilmington Regional Office/(910) 796-7215 ENB/dwc: S:\WQS\STORMWAT\INSPECT\950701.sep08 Page 3 of 5 Re: Woodbridge at Landfall DWQ compliance Subject: Re: Woodbridge at Landfall DWQ compliance From: Linda Lewis <linda.lewis@ncmail.net> Date: Thu, 04 Jan 2007 12:38:24 -0500 To: ARB <arb@landfall.org> Ms. Kearney: I have visited the site and can confirm that the required improvements have been made. Linda ARB wrote: Hello Linda Lewis, I hope you enjoyed the holidays. I have been informed that Woodbridge will be requesting turnover of common area maintenance to the Landfall Council of Associations at the January 28 Board meeting. Mr. Hughes has stated that the Council will be unable to accept Woodbridge turnover without acknowledgement that the actions required by the Division of Water Quality to bring the site into compliance have been performed. Mark Johnson of the Fred Smith Company has assured us that the items have been addressed. Would it be possible to receive acknowledgement of compliance or continuing items of noncompliance prior to the January meeting? Please let me know at 256-7651 or by e-mail arb@landfall.olg <mailto:arb@landfall.org>. Thank you, Shelly Kearney I of I IRI12007 12:38 PM " l 1 2 2005 COUNCIL OF ASSOCIATIONS, INC. October 10, 2005 North Carolina Division of Water Quality Attn: Linda Lewis 127 Cardinal Drive Extension Wilmington, NC 28405-3845 RE: Woodbridge Stormwater Project Dear Linda: I appoligize for not including a completion date in my Carbon Copy letter to you dated August 8, 2005. After speaking with Mark Johnson with the Fred Smith Co. their completion date of all items listed in the August 8, 2005 letter will be October 31, 2005. Again I appoligize for the inconvenience this may have caused. Sincerely, Stephen D. Hughes Director of Maintenance Operations CC: Jake Austin, Fred Smith Company Mark Johnson, Fred Smith Company Don Stallings, Landfall Council of Association SDI I/mdw 1749 Drysdale Drive • Wilmington, North Carolina 28405 • Phone: (910) 256-7651 • Fax: (910) 256-7662 State of North Carolina Department of Environment and Natural Resources Wilmington Regional Office Michael F. Easley, Governor William G. Ross Jr., Secretary Date: 10- 10-05 To: P �h Wel-heriII CO: N HC r--Aq%Aeetint FAX #: 796-g05I REMARKS: L FAX COVER SHEET No. Of Pages: (excluding cover) 1 From: 1..._inci2 I-9-W t 5 CO: NC DENR FAX#: 910-350-2004 127 Cardinal Drive Extension, Wilmington, N.C. 28405-3945 Telephone (910) 796-7215 Fax (910) 350-2004 An Equal Opportunity Affirmative Action Employer P. 1 FILE MODE OPTION --------------------------- 353 MEMORY TX COMMUNICATION RESULT REPORT ( OCT.10.2005 11:23AM ) * * * TTI NCDENR WIRO ADDRESS (GROUP) RESULT PAGE --------------------------------------------------------------------- 97987051 OK P. 2/2 REASON FOR ERROR E-1) HANG UP OR LINE FAIL E-3) NO ANSWER E-2) BUSY E-4) NO FACSIMILE CONNECTION State of North Carolina Department of Environment and Natural Resources Wilmington Regional Office Michael F. Easley, ovemor William G. Ross Jr., Secretary FAX COVER SHEET Date: 10— 10105 No. Of Pages: (excluding cover) 1 To: W heal From: L ija I-2t v1 S CO: 'j tC �n ire¢—f n� CO: NC DENR FAX #: FAX#: 910-350-2004 REMA RKS: L er 4 wm /e. t) g zfQ 127 Cardinal D ft Extension, Wilmington, K,C. 20405,1843 Telephone (010) 79&7219 Fax (010) 39&2004 An Equal opportunity Af IrmatWe Aedon Employer COUNCIL OF ASSOCIATIONS. INC. FACSrhiILE TRJ�vSMITTAL SIzEES COMPANY; Dom: los FA NUAffiFiZ: .. PH c N*J1.IDFiZ 1) b5o o0'>I aS6-7C5- 70TA7-NO. OF p,&r.ES VauDiNG Cdv12- ❑ URGENT 4eORREVIEW ❑ PLEASE COMME�7i T. ❑ PHASE REPLY ❑ PLEA5E YEfYCLE 1,TOTES/c01-0 NTS: Aur\.A"c" S�� j \ A ����C,$-WAoI - 1749 Drysdale Drive • Wilmington. North Carolina 28405 • Phone: (910) 256-7651 6 Fax: (910) 256-7562 r 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 October 4, 2005 Mr. Karl Miller 243 Beech Street Wilmington, NC 28405 Subject: Executive Park Pond, Woodbridge & Parkstone @Landfall Stormwater Project No. SW8 950843 and SW8 950701 New Hanover County Dear Mr. Miller: The Division is in receipt of your letter in which you report: 1) that your property on Beech Street is being flooded, and that this flooding is allegedly caused by runoff from the Woodbridge development in Landfall, adjacent the Summer Rest Nature Trail; and 2) that Woodbridge is utilizing an illegal culvert located under Summer Rest Nature Trail to direct drainage onto your property. You request that the Division provide you with immediate relief from the flooding and remove the "illegal" culvert. On Friday, August 5, 2005, the Division inspected the Woodbridge development and the Summer Rest Nature Trail. Some of the runoff from the rear of 4-5 homes and a paved access drive on the backside of the Woodbridge development was not being directed into the pond. It appeared that this runoff was collecting in a low spot on the Woodbridge property, spilling over the property line onto the Summer Rest Nature Trail, and then traversing along the natural contour into existing drainage features. The Landfall Property Owner's Association (LPOA) is currently in the process of constructing a berm, catch basin and piping to capture this runoff and direct it into the pond, as permitted. The State Stomwater Rules under NCAC 2H.1000, require that the runoff from a 1" storm event be captured in the pond and drawn down over a period of 2-5 days. The orifice in the pond is designed to release the accumulated runoff at a controlled rate to promote deposition of the sediment in the runoff. As a non -regulated side benefit, this controlled release rate from the pond does not contribute to flooding. It is not possible for the Division to require that a wet detention pond never release any of the accumulated runoff. There is no "illegal" culvert under Summer Rest Trail that the Division is aware of, in regard to the permitted discharge from the Woodbridge detention ponds. The southern -most pond at Woodbridge discharges via a permitted outlet structure, which drains to a pipe under the Summer Rest Nature Trail that was constructed when the Trail was built to provide drainage relief for Landfall. The northern -most pond discharges via a permitted outlet structure into a long pipe that discharges near the bridge along the Trail that crosses over Mott's Creek. The pond must be able to drain in order to meet the 2-5 day draw down time. North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone (910) 796-7215 Customer Service s-877-623-6748 Wilmington Regional Office Wilmington, NC 28405-3845 FAX (910) 350-2004 Internet: h2o.encstate.nc.us An Equal Opportunity/Affirmative Action Employer— 50%Recycled110%Post Consumer Paper NorthCarolina Naiura!!y Mr. Miller October 4, 2005 Stormwater Permit No. SW8 950701 On that same day I also observed the water level in the detention pond that serves the Landfall Executive Park, located between Woodbridge and the Hampton Inn, to be at the top of the outlet structure, with no runoff leaving the pond. I reported this to Environmental Protectors, the maintenance company for the permittee, and they came out on Friday, August 12, to remove the accumulated debris from the outlet structure. A plastic bag had somehow covered up the orifice, preventing the pond from drawing down. The high water level in the pond prior to the storm also may have caused an overflow onto the Summer Rest Nature Trail in the area of the washout. Unless the downstream contours have been altered, this drainage should have gone directly into the wetlands adjoining Mott's Creek. While the Division sympathizes with your situation, we have not been granted the regulatory authority by the General Assembly to require flood control measures. Civil law allows a property owner the use of an historic drainage outlet, and makes it illegal for a downstream property owner to place items into the drainage outlet that block the flow. All of the contour maps provided to the Division for that area indicate that the pre - development natural drainage was from the Landfall property down to Mott's Creek. The State has determined that if drainage and flooding issues are to be dealt with, then they must be addressed at the local government level. Your property is located at or very near the low end of this drainage basin, and is surrounded by wetlands and Motts Creek. The violations at Woodbridge and Landfall Executive Park are being addressed, which should alleviate a small part of your flooding problem. You may want to consider lobbying the New Hanover County Commissioners to develop a more comprehensive stormwater ordinance that addresses flooding and drainage issues. If you have any other questions, please do not hesitate to contact either Ed Beck or me at (910) 796- 7215 Sincerely, Linda Lewis Environmental Engineer II ENB/arl: S:\WQS\STORMWAT\LETTERS\950701.oct05 cc: Beth E. Wetherill, New Hanover County Engineering Steven Hughes, Landfall Property Owner's Association Jon Vincent, Landfall Park Owner's Association Wilmington Regional Office Linda Lewis Page 2 of 2 Re: Landfall Subject: Re: Landfall From: bwetherill@nhcgov.com Date: Mon, 29 Aug 2005 11:32:56 -0400 To: Linda Lewis <linda.lewis@ncmail.net> CC: nlewis@co.new-hanover.nc.us In response to your questions about Summerest Trail. Sorry this took so long.... New Hanover County owns the trail and is responsible for maintance of the small pipes under the trail. The trail was built by Landfall and given to New Hanover County before the Executive Park and Parkstone/Woodbridge were built. We don't have any information to indicate the small pipes were ever sized to handle the predevelopment flow. In a rain event the trail is designed to allow water to flow over the trail. It appears the Executive Park cut across the trail to install the pond outlet pipes without knowledge of the County. My construction plans for the Executive Park show cutting an existing walking trail and repairing it after the pipes were installed. The damage to the walking trail is right on top of the pipes under the trail adjacent to the Executive ponds outlet structure. The Executive Parks pond must not be draining thru the outlet structure and has overflowed and eroded the trail. We were hoping you could make the Executive Park repair the damaged trail. Linda Lewis <linda.lewis®ncm To: Beth Wetherill <bwetherill®nhcgov.com> ail.net> cc: 08/08/2005 12:40 Beth: Subject: Landfall I was at Landfall on Friday afternoon. While there are some minor problems with the Woodbridge and Parkstone ponds, I feel quite certain they are not the cause of any flooding. The level in one of the ponds was about 1' below the outlet structure, with no indication of any recent overflows. The level in the other one was at the top, but it was running, albeit a little slow. It was all junked up with debris that needs to be removed. Again, no evidence of a recent overflow. I also looked at the Executive Park pond, located beside the hotel. I could not get in to see the outlet structure up close because the key to the padlocked gate was not at the Commonwealth Commercial Properties office, where it's supposed to be. But, I was able to easily see through the chainlink fence that the water level in the pond was at the top of I of 2 8/29/2005 2:38 PM Re: Landfall the outlet structure, I walked the Summer Rest Trail and saw the backside of the pond and was able to see the damage to the Trail. I also saw where water was leaking through the timber retaining wall running on the backside of the Executive Park pond, onto the Trail. I think the Executive Park pond is the source of Mr. Karl Miller's flooding complaints. However, even if the pond is brought into compliance, the flooding problem may not be alleviated. That outfall has been in place since 1995. As you know, the Division does not have rules to regulate flood control. This is left to the local government to administer. In the absence of other flooding complaints, I find it most probable that Mr. Miller's construction may somehow have cut off the historic drainage outlet for Landfall, and that the overflows from the Executive Park pond are causing the flooding because the water cannot get to the existing drainage way as it once did. Mr. Miller's site appears to have been filled in. My question is, who is responsible for maintaining the drainage pipes that go under the Trail? Is the Trail located on County property, or is it just an easement to the County? What is the County's agreement with the adjacent propety owners in regards to the drainage pipes that completely pass under the Trail? One situation in particular is where the outlet pipe for the southern -most pond in Parkstone ends at the property line. Runoff then enters a 12" pipe under the Trail, that appears to be partially clogged. Since the pipe is on the Trail property, Landfall is probably not maintaining it. Parkstone and the Executive Park were both permitted in 1995. Did the Trail come before or after that? If it came after, was the County responsible for making sure the runoff from Landfall was accounted for in sizing and locating the pipes under the Trail? Any information you can provide will be most helpful Thanks, Linda 2 of 2 8/29/2005 2:38 PM q 50�� V Y COUNCIL Or ASSOCIATIONS, INC. F.ACSI-NdILE TRANSMITTAL S:^EET DATE: FAXNUbMEX: - PRONE"ItWEL o o aoo d56- %�57 RE: _ TOTAL NO.OF PAGES INCL717DSNG CO"2- El URGENT �OR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY ❑ PLEASE RECYCL-7 xorEs/corn.�rrrs: * IR COUNCIL OF ASSOCIATIONS, INC. August 8, 2005 Fred Smith Company Attn: Mark Johnson 400 Riverwood Drive Clayton, NC 27520 Dear Mark: F..7*2.� D Please find below a list of items that need to be completed to put the two Woodbridge Ponds in compliance with the Division of Water Quality and the approved Storm Water Plan. l . Both pond spillway orifices need to be flashed out. 2. Pond located behind Lots 10& 11, North pond bank needs to be graded to a 3:1 Slope and sodded. Sprinklers need to be installed or the ones near by turned to 360 degrees to water this bank. 3. Same pond as above needs to have spillway completely cleaned out. 4. At the end of the alleyway that services Lots 11-15, at the Lower comer of the blacktop a 12" Catch Basin needs to be installed. A pipe from the Catch Basin to the pond also needs to be installed. 5. The pond to the right of Lot 16 the end of the spillway discharge pipe needs to be located and cleaned out. Mark once the above list has been completed; I will then contact Linda Lewis (Division of Water Quality) and set up a meeting/inspection. Should you have any questions or concerns please contact me at 910-256-7651. Thanks a lot, A - i n Step en D. Hughes Director of Maintenance Operations Cc: .Jake Austin, Fred Smith Company Linda Lewis, Environmental Engineering 1.1(Division of Water Quality) 1749 Drysdale Drive • Wilmington, North Carolina 28405 • Phone: (910) 256-7651 • Fax: (910) 256-7662 .�N WATER �71 v Y August 8, 2005 Mr. Steve Hughes Landfall Property Owner's Association 1749 Drysdale Drive Wilmington, NC 28405 NOTICE OF INSPECTION Woodbridge & Parkstone @Landfall Stormwater Project No. SW8 950701 New Hanover County Dear Mr. Hughes: 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 It was a pleasure to meet with you on Friday regarding the resolution of the maintenance issues for this project, so that turnover to the owner's can be implemented. Attached please find a copy of the completed form entitled "Stormwater Compliance Inspection Report". The report summarizes the findings of our joint inspection of the project's stormwater controls conducted on August 5, 2005 to determine the status of compliance with Stormwater Permit Number SW8 950701 issued on April 28, 1998. The required actions that are necessary to bring this site into compliance are noted under Section 4 of the report. As we discussed, please copy me on any correspondence between yourself and Mr. Johnson regarding this project. The Division is hoping that all of the deficiencies noted in the attached report can be resolved before September 8, 2005. If you have any questions please contact me at the Wilmington Regional Office, telephone number (910)796-7404. Sincerely, n 1' Linda Lewis Environmental Engineer II ENB/arl: S:\WQS\STORMWAT\INSPECT\950701.agu05 cc: Cape Fear Engineering Wilmington Regional Office Linda Lewis North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone (910) 796-7215 Customer Servicet-877-623-6748 One Wilmington Regional Office Wilmington, NC 28405-3845 FAX (910) 350-2004 Internet h2o.encstate.nc.us NorthCarolina An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper �%V(lturtlll (ff ti Mr. Hughes August 8, 2005 Stormwater Permit No. SW8 950701 STORMWATER COMPLIANCE INSPECTION REPORT Project Name: Parkstone @Landfall Project Number: 950701 Control Measure: 2 wet detention ponds - Pond #1 is the northern -most pond, and Pond #2 is the southern -most pond. Water Body: LT Wrightsville Beach Recreational Area Classification: SB# Directions to site, address: From Eastwood Road entrance to Land Fall, turn right on Verrazzano Drive, right on Oddyssey Drive, and right on Hallmark Lane into the project. Ponds are located in the left and right back corners. Inspection Date: Friday, August 5, 2005, 2:30 pm- 4:30 pm Weather Conditions: Sunny, very hot and humid 3. Compliance Issues: Y N a. ® ❑ The drainage area (including offsite) and built -upon area to the permitted system are per the approved plan. b. ❑ ® All the built -upon area associated with the project is graded such that the runoff drains to the system. c. ❑ ® The outlet structure relative elevations are per the approved plan. (Must be verified via as -built survey if in question). d. ® ❑ The inlets and outlet structure are located per the approved plans and do not cause short-circuiting. e. ® ❑ A trash rack is provided over the outlet weir and orifice. f. ❑ ® All slopes are grassed with permanent vegetation and are not eroding. g. ❑ ® Vegetated slopes are no steeper than 3:1. h. ❑ ® The approximate amount of permitted surface area has been provided. (Must be verified via as -built survey or designer's certification.) I. ❑ ® Required drawdown devices are correctly sized per the approved plans. j. ❑ ® All required design depths are provided. k. ® ❑ All required parts of the system are provided, such as a vegetated shelf, and a forebay. I. ❑ ® The designer's certification has been submitted. m. ❑ ® The required deed restrictions are correctly recorded and submitted. n. ® ❑ The number of lots or outparcels is per the permitted amount. o. ® ❑ The built -upon area on the lots or outparcels does not exceed the maximum amount (must be verified via as -built survey if in question) p. ® ❑ The built -upon area dimensions are per the approved plan. q. ❑ ® Required maintenance is being performed. Page 2 of 5 Mr. Hughes August 8, 2005 Stormwater Permit No. SW8 950701 4. Required Actions: Each deficiency is explained below and what needs to be done to bring the system back into compliance. b. The grading of the rear 10' access road is allowing runoff to bypass Pond #2 via a breach in the bermed area. This area needs to be provided with a means to get the runoff into the pond. c.; h. i. & j. can only be verified by an as -built survey, which should be done in order to provide the information for the consultant to determine if the systems have been constructed in substantial compliance with the permit. f.&g. The near slope of Pond #2 was steeper than 3:1, eroding, sloughing, and in need of permanent stabilization, all the way from the northern rear access road to the southern rear access road. The rear slopes on both ponds are currently steeper than 3:1 in some areas, and are made up of woody natural plantings, however, it is understood that should these slopes exhibit any erosion, they will need to be regraded to 3:1 and vegetated with grass. I. The required Designer's Certification for the ponds has not been submitted. m. A copy of the recorded deed restrictions for this project has not been submitted. After our meeting, I walked the Summer Rest Trail and found where the outlet structure for Pond #2 leaves the property. It drains into a pipe under the Summer Rest Nature Trail, but this pipe appears to be slightly clogged. Some water was running out the other end, but based on the high water.level in Pond #2 after 5 days without rain, the pipe may be somewhat clogged. I will contact New Hanover County to see who is responsible for maintaining the drainage pipes under the Trail. Additionally, as I was walking the Trail, I may have found the outlet pipe for Pond #1. The approved plans show it angling off the outlet structure and going under the Trail, ending approximately 20' beyond the edge of the Trail. I followed the Trail up to the bridge where it crosses a stream. Off to the left, there was an 18"-24" concrete pipe coming from the direction of the pond. You may want the surveyors to identify this pipe and trace it back to its origin. If this is not the pond outlet pipe, it is most probable that it is on the other side of the trail, where we did not look. You will want the surveyors to verify_the_location_of.this pipe as well._—__. Inspector: Linda Lewis Water Quality/Wilmington Regional Office/(910}395-3900 ENB/arl: S:\WQS\STORMWAT\INSPECT\950701.aug05 Page 3 of 5 Michael F. Easley, Governor William G. Ross, Jr., Secretary North Carolina Department of Environment and Natural Resources 1 Y Alan W. Klimek, P.E. Director Division of Water Quality July 22, 2005 Landfall Property Owner's Association 1749 Drysdale Drive Wilmington, NC 28405 NOTICE OF INSPECTION Woodbridge & Parkstone at Landfall Stormwater Project No. SW8 950701 New Hanover County To Whom It May Concern: 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 July 22, 2005 to determine compliance with Stormwater Permit Number SW8 950701 issued on September 22, 1998. The required actions that are necessary to bring this site into compliance are noted under Section 4 of the report. Please inform this Office in writing before August 22, 2005, of the specific actions that will be undertaken and the time frame that will be required to correct the deficiencies. Failure to provide the requested information, when required, may initiate enforcement action. If you have any questions please contact me at the Wilmington Regional Office, telephone number (910) 796-7404. Sincerely, Linda Lewis Environmental Engineer II ENBlarl: S:\WQS\STORMWAT\INSPECT\950701.ju105 cc: Cape Fear Engineering _ Wilmington Regional Office Linda Lewis North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone (910) 7964215 Customer Servicel-877.623-6748 Wilmington Regional Office Wilmington, NC 28405-3845 FAX (910)350-2004 Internet: h2o.encstate.nc.us One NoRhCazolina An Equal OpportunitylAffirmative Action Employer —50%Recycled110% Post Consumer Paper Nat((r!' i/// STORMWATER COMPLIANCE INSPECTION REPORT Project Name: Parkstone @Landfall Project Number: 950701 Control Measure: 2 wet detention ponds Water Body: Motts Channel Classification: SB # Directions to site, address: Enter Landfall through the Eastwood Road Gate and follow Pembroke Jones Drive. Turn right onto Verrazzano Drive, then turn right onto Odyssey Drive, then turn right onto Hallmark. 2. Inspection Date: July 22, 2005 Weather Conditions: Hot & sunny, following several days of intermittant heavy thundershowers. 3. Compliance Issues: Y N ®❑ The drainage area (including offsite) and built -upon area to the permitted system are per the approved plan. (a)❑ ® All the built -upon area associated with the project is graded such that the runoff drains to the system. (DO N The outlet structure relative elevations are per the approved plan. The inlets and outlet structure are located per the approved plans and do not cause short-circuiting. (b) A trash rack is provided over the outlet weir and orifice. (c) All slopes are grassed with permanent vegetation and are not eroding. (d Vegetated slopes are no steeper than 3:1. O The approximate amount of permitted surface area has been provided. O Required drawdown devices are correctly sized per the approved plans. ,O All required design depths are provided.. ,O All required parts of the system are provided, such as a vegetated shelf, and a forebay. (e) The designer's certification has been submitted. (f) The required deed restrictions are correctly recorded and submitted. The number of lots or outparcels is per the permitted amount. The built -upon area on the lots or outparcels does not exceed the maximum amount (must be verified via as -built survey if in question) ® ® The built -upon area dimensions are per the approved plan. (g)❑ Required maintenance is being performed. OO These items must be verified via an as -built survey and the designer's certification. 4Required Actions:-(Each-deficiency_is_. explained below and_what_needs_to_be done to bring the systemac bk into compliance) a. The grading of the 10' wide access road behind lots 14-16 allows runoff from the backs of those lots to bypass the detention pond. This runoff may be entering private property on the other side of the Summer Rest Nature Trail. Please provide some type of barrier or curbing or regrade this area to provide a means for this runoff to get into the pond, as required by the permit. Page 2 of 5 b. The existence of a trash rack and orifice in Pond #1 could not be verified because the outlet structure could not be located. It was either missing or submerged. The orifice in the outlet structure for Pond #2 could not be confirmed. It could not be seen due to the large amount of debris in and around the structure. Please unclog both outlet structures and orifices to restore proper function of the wet detention ponds. c. The front slope of Pond #2 that backs up to Lots 12 and 13 off Hallmark Lane, has been torn up and an attempt at stabilizing it with riprap and pinestraw was made. All slopes above the permanent pool elevation (8.9 fmsl for Pond 2) must be stabilized with permanent vegetation. d. The front slope of Pond #2 is much steeper than the required 3:1. Please regrade this slope to 3:1 and stabilize it with permanent vegetation. e. The designer's certification is required by the permit, and certifies to the State that the ponds contain the required surface areas, elevations, and orifice sizes, and that the drainage area and built -upon areas are as allowed by the permit. Please submit the required certification. f. In order to function correctly, the design for each pond is based on a maximum amount of built -upon area that can be handled. The permit requires that deed restrictions be recorded which limit the built -upon area on a per lot basis. Please submit a copy of the recorded deed restrictions. g. Due to the debris -filled condition of the outlet structure for Pond #2, it does not appear that these ponds are being maintained in accordance with the permit, copy enclosed. The permit outlines the required maintenance items and their frequency. Since the original developer, Ken Gebert, cannot be located, maintenance responsibility must be borne by the ones who benefit from this system, Woodbridge and Parkstone. Unless the Landfall POA takes over this system, the Division will issue a Notice of Violation to Landfall for the operation of a stormwater treatment system without a permit. Inspector: Linda Lewis Water Quality/Wilmington Regional Office/(910) 796-7404 ENB/arl: S:\WQS\STORMWAT\INSPECT\950701.ju105 Page 3 of 5 Karl W. Miller 243 Beech Street Wilmington, NC 28405 910-256-5003 July 11, 2005 Ms. Linda Lewis Department of Environment and Natural Resources 127 Cardinal Drive Extension Wilmington, North Carolina 28405 Re: Woodbridge Subdivision, Landfall -Retention Pond and Drainage Violations Dear Linda, I have attempted to reach you via telephone on multiple occasions regarding the retention pond and storm -water runoff flowing from the Woodbridge Subdivision of Landfall and across the Summerest trail and onto my property located at 243 Beech Street, behind the: Summerset Trail. Woodbridge is not capturing all of their water in the mandated retention pond and has installed an illegal culvert underneath the Summerest trail and dumping water onto my property, located at 243 Beech Street. Additionally, Woodbridge has not installed curbing and drainage to capture the water runoff, which causes flash flooding across the Summerest Trail and onto my property as well. I am requesting immediate relief from the substantial and storm water being dumped onto my property. I request that the illegal culvert, which Woodbridge is utilizing to dump storm water and other non -captured runoff onto my property, be immediately removed and the water contained within the Woodbridge Retention Pond system. Please contact me to discuss the resolution to this serious problem. If I do not hear from you within the next 10 business days, my legal counsel will pursue all actions necessary to protect my property and interest from these violations by Woodbridge and Landfall. Sincere) , Karl W. Miller cc: JC Hearne, Esq. Rick Shiver, Department of Environment and Natural Resources u Beth Easley Wetherill, CPESC Soil Erosion Specialist Project Grading Permit Project: B i7P Person(s)Financially Re Sw B q�olol-`"t-�E 1 New Hanover County ✓qN 2 Engineering Department 4PW 32004230 Market Place Drive - Su Wilmington, North Carolina 28403 Phone:(910)798-7139/Fax:(910)-798-7051 Email: bwetherill@nhcgov.com SEDIMENTATION INSPECTION' REPORT N Project Location:-.4c. I. Pictures: Yes 6 #_ Weather & Soil Conditions: S(tin wty I'll 41 2..' Is site currently under Notice of Violation: Yes f 3. Is the site in compliance with NHC Soil Erosion & Sedithentation Control Ordinance? Yes ® Circle violations below: 4. Violations: (Circle letter) (A) No approved plan. (B) Failure to follow approved plan. (C) Failure to submit revised plan. (D) Failure to provide adequate ground cover. !' (E) Insufficient measures to retain sediment on site. (F) Failure to take all reasonable measures. (G) Inadequate buffer zone. (Haded slopes & fills too steep. (I) Unprotected exposed slopes Failure to maintain erosion control measures. (K) NPDES Problems (L) Other (describe) 5. Has off -site sedimentation occurred since last inspection? Yes Degree: Slight Moderate Severe 6. Contact made with Title: Inspection report given/sent 7. Inspection Report sent to person(s) responsible: Date sent I ZI p 8. Corrective Actions Needed: Report By:44A t tK A,�� -kr Date: Others present:_ MIA IAJP/r�(M 1A1,A1 in�i II Time to / �Y^ T n� ;a �i c� '� i � o r r �> n n .� �: 'a;� i�;�� ������� ,:DEN l2 :,pater Quality Section. m 327 Cardinal Drive Extension f'/} Wilmington, NC 28405 �t v C � uk H MET=R 540, r, Mr. Ken Gebert, President le Colony Coast Constractors, G.P. C .�sterrCatie - �,• , _8405cm __ p N O . V 2 BA 43-$ali 83 1111111111 lilt 1111111l'i'UII'I to lilt iillltllll 11 11111 i 111fil' Stale of North Carolina Department of Environment and Natural Resources Wilmington Regional Office James B. 11unt, Jr., Governor Bill Holman, Secretary Division of Waller Quality September 26, 2000 Mr. Ken Gcbert, President Colony Coast Constractors, G.P. 610 Gunston Lane Wilmington, NC 28405 NCDFNR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES Subject: COMPLIANCE INSPECTION Parkstone a Landfall Stormwater Project No. SW8 950701 Mod New Hanover County Dear Mr. Gebert: 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 September 25, 2000 to determine compliance with the modification to Stormwater Permit Number SW8 950701 issued on September 22, 1998. A summary of the findings and comments are noted under Section 6 of the report. Please inform this Office in writing before October 26, 2000 of the specific actions that will be undertaken and the time frame required to correct the deficiencies. Failure to provide the requested information, when required, may initiate enforcement action. I f you have any questions please contact me at the Wilmington Regional Office, telephone number (910) 395-3900. Sincerely, Linda Lewis Environmental Engineer RSS/all: S:\WQS\S"I'ORMWA'RINSPECT\950701.SEP cc: Perry Davis, P.E. Central Files Wilmington Regional Office 127 Cardinal Ih,. Ext., Wilmington, North Carolina 28405 'telephone 910-395-3900 FAX 910-350-2004 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper STORMWA'ITER COMPLIANCE INSPECTION REPORT I . Project Name: Parkstone @Landfall Project Number: SW8 950701 Mod Control Measure: 2 wet detention ponds Water Body: Wrightsville Beach Recreational Area Classification: SB4 Directions to site, address: Off Odyssey Drive at Hallmark Lane in Landfall 2. Inspection Date: September 25, 2000 Weather Conditions: Sunny and warm 3. Compliance Issues: a. The Division's computer records indicate that a copy of the recorded deed restrictions was submitted on October 18, 1998, but I am unable to locate them in the file. b. Both ponds were overgrown with weedy vegetation and brush. C. The layout of lots and streets does not appear to be in compliance with the permitted plans. 4. Required Actions: a. Please submit another copy of the recorded deed restrictions. b. Please perform the routine maintenance as provided in the permit and per the approved, signed maintenance agreement. C. Please submit a modification to the permit if the layout of the proposed streets and lots has changed from what was permitted in 1998. Inspector: Linda Lewis o--� Water Quality/Wilmington Regional Office/(910) 395-3900 RSS/arl: S:\WQS\S"I'ORMWA"I\INSPECT\950701.SEP State of North Carolina Department of Environment, Health, and Natural Wilmington Regional Office James B. Hunt, Jr. DIVISION OF WATER QUALITY Governor WATER QUALITY SECTION Ms. Margaret Gray Landmark Developers, Inc. Post Office Box 4127 Wilmington, North Carolina Dear Ms. Gray: October 15, 1996 28406-4127 Resources Jonathan B. Howes Secretary Subject: COMPLIANCE INSPECTION Woodbridge @Landfall Stormwater Project No. SW8 950701 New Hanover County 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 October 15, 1996 to determine compliance with Stormwater Certification Number SW8 950701 issued on November 28, 1995. A summary of the findings and comments are noted under Section 6 of the report. Please inform this Office in writing before November 15, 1996 of the specific actions that will be undertaken and the time frame required to correct the deficiencies. Failure to provide the requested information, when required, may initiate enforcement action. If you have any questions please contact me at the Wilmington Regional Office, telephone number (910) 395-3900. Sincerely, Linda Lewis Environmental Engineer JBB/arl: S:\WQS\STORMWAT\INSPECT\950701A.00T cc: Phil Norris, P.E. Central Files Linda Lewis 127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone 910-395-3900 • Fax 910-350-2004 An Equal Opportunity Affirmative Action Employer STORMWATER COMPLIANCE INSPECTION REPORT 1. Project Name: Woodbridge aLandfall Project Number: SW8 950701 Control Measure Water Body: Motts Creek Classification: Directions to site, address: In Landfall, off Oddyssey Drive. 2. Inspection Date: October 15, 1996 Weather Conditions: Cool, sunny 3. Comparison of Approved plans vs. As -Built: See comments below 4. Maintenance Problems: Detention Pond SC a. The pond has still not drawn down to the permanent pool level and it has been 6 days without rainfall. It appears that more groundwater may be entering the pond than is leaving and it is causing the pond to not draw down. b. Some of the side slopes are eroded, and do not appear to be graded at 3:1.. 5. PE Certification Received? NO Recorded Deed Restrictions Received? NO 6. Comments: Please have your engineer evaluate the draw down problem and recommend a solution to this Office. If plan revisions are required, a fee of $385.00 will be required. Repair/regrade slopes per the approved plans. Provide the engineer's certification upon completion of pond construction, with any conditions noted. Provide a copy of the recorded deed restrictions, per the approved Exhibit A, copy attached. The copy must include the date, deed book number and page. Inspector: Linda Lewis Water Quality/Wilmington Regional Office/(910) 395-3900 JBB/arl: S:\WQS\STORMWAT\INSPECT\950701A.00T A STAMo State of North Carolina Department of Environment, Health, and Natural Resources Wilmington Regional Office James B. Hunt, Jr. DIVISION OF WATER QUALITY Jonathan B. Howes Governor WATER QUALM SECTION Secretary October 10, 1996 Ms. Margaret Gray Landmark Developers, Inc. Post Office Box 4127 Wilmington, North Carolina 28406-4127 Subject: COMPLIANCE INSPECTION Woodbridge @Landfall Stormwater Project No. SW8 950701 New Hanover County Dear Ms. Gray: Please fmd attached a copy of the completed form entitled "Stormwater Compliance Inspection Report". The report summarizes the fmdings of a recent inspection of the project's stormwater controls conducted on October 10, 1996 in response to a complaint and to determine compliance with Stormwater Permit Number SW8 950701 issued on November 28, 1995. A summary of the findings and comments are noted under Section 6 of the report.. Please inform this Office in writing before November 12, 1996 of the specific actions that will be undertaken and the time frame required to correct the deficiencies. Failure to provide the requested information, when required, may initiate enforcement action. If you have any questions please contact me at. the Wibnington Regional Office, telephone number (910) 395-3900. Sincerely, /�� X . Linda Lewis Environmental Engineer JBB/arl: S:\WQS\STORMWAT\INSPECT\950701.00T cc: Phil Norris, P.E: Beth Easley Central Files Linda Lewis 127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone 910-395-3900 • Fax 910-350-2004 Art Equal Opportunity Affirmative Action Employer STORMWATER COMPLIANCE INSPECTION REPORT I. Project Name: Woodbridge @Landfall Project Number: SW8 950701 Control Measure: Detention Pond Water Body: Molts Creek Classification: SC Directions to site, address: In Landfall, off Oddyssey drive. 2. Inspection Date: October 10, 1996 3 0 5 Weather Conditions: Cool, sunny Comparison of Approved plans vs. As -Built: Maintenance Problems: See comments below a. Complaints were received from 2 adjacent property owners, one concerning the "continuous" outflow from Pond 2 across his property, and the other concerning some flooding on his property that he links to uncontrolled runoff from the Pond 1 disturbed area. b. The orifice for Pond 2 is not in place. The pond must have the storage volume available above the permanent pool, and the pond must draw down within 5 days. By Monday, the pond should cease discharging and be down to the permanent pool elevation of 8.9. Unless additional Lain falls over the weekend, I will check the pond again on Monday. C. The 24" pipe into the pond from the street is closed off, therefore, runoff from the disturbed areas of Pond 2 is bypassing the pond and sediment laden runoff is entering the; stream and leaving the site at the point where the outlet structure piping is located. By copy of this letter to Beth Easley, I am requesting that the County inspect the site for possible erosion control problems. d. The approved plans have not been followed in the construction of the inlet piping to Pond 2. Both the inlet piping from the pond near Oddyssey Drive and the 24" pipe from the street were supposed to be redirected away from the outlet so that short-circuiting would not occur. This has not been done -the inlet enters the pond directly across from it. PE Certification Received? NO Recorded Deed Restrictions Received? NO Ms. Gray Stormwater Permit No. 950701 October 10, 1996 6. Comments: a. To alleviate the nuisance condition created by the increased runoff from the site, please consider rerouting Pond 2's discharge structure outlet piping toward the same discharge point as the Executive Park pond next door and totally bypassing the neighbor's ,yard. The invert of the outlet pipe is 5.0, which means that there is plenty of fall. In the case of the other neighbor, simply constructing Pond 1 will probably alleviate the problem there, and based on the stage of constriction, the digging of Pond 1 won't be long. b. Put in the 1.5" orifice for Pond 2. C. Open up the 24" pipe into the pond, (rerouted according to the approved plans) and provide inlet protection at the last catch basin, silt fence and possibly a berm at the bottom of the disturbed slope to direct runoff into the pond that doesn't get into the catch basin. d. Redirect the inlet piping according to the approved plans. Inspector: Linda Lewis Water Quality/Wilmington Regional Office/(910) 395-3900 JBB/arl: S:\WQS\STORMWAT\INSPECT\950701.00T