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HomeMy WebLinkAboutSW8060648_HISTORICAL FILE_20060922STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW 3V�QZlo,) DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD Michael F. Easlcy, Governor Wiliiam G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimck, P.E. Director Division of Water Quality September 22, 2006 Ituman Uzan 971 Cayman Drive Myrtle Beach, SC 29577 Subject: Request for Additional Information Stormwater Project No. SW8 060648 The Palms New Hanover County Dear Mr. Uzan: The Wilmington Regional Office received a Stormwater Management Permit Application for The Palms on June 26, 2006. A preliminary review of that information has determined that the application is not complete. The following information is needed to continue the stormwater review: Please either delineate all wetlands on site, disturbed or undisturbed, or note on the plans that none exist. 2. Please complete Section VII, the agent authorization. This is the place to designate who will be providing the necessary information regarding the stormwater application, on your behalf. This is normally the design engineer. 3. Please verify that the bottom of the infiltration trench is at least 2 feet above the seasonal high water table (SHWT). The trench details on the plans show a 6 inch minimal distance between the bottom of the trench and the SHWT. The underground infiltration trench supplement indicates a 1.97 foot separation between the bottom of the trench and the SHWT 4. Please verify the design storm that the system has been design to handle. The calculation seem to indicate that the system has been design to handle a 1 inch storm. The underground infiltration trench supplement indicates that the system has been design to handle a 7.6 inch storm. 5. Please either provide a bypass for runoff in excess of the design volume or a justification for why this requirement has not been met. The underground infiltration trench supplement indicates that a bypass has been provided, however I could not find a bypass or a bypass detail on the plans. Please note that this request for additional information is in response to a preliminary review. The requested information should be received by this Office prior to October 22, 2006, or the application will be returned as incomplete. The return of a project will necessitate resubmittal of all required items, including the.application fee. IVorthCarolina Alattlrally North Carolina Division of Water Quality 127 Cardinal Drive Extension W�lmington, NC 28405 Phonc (910) 796-7215 Customer Service Wilmington Regional Office Internet: �ewu.ncuateryualit�.e�r� Fax (910) 350-2004 1-877-623-6748 An Equal OpporturAylAttIrmaiive Action Employer— 50% RecycledflG% Post Consumer Paper r The Palms r September 22, 2006 Stormwater Aor)lication No. SW8 066648 If you need additional time to submit the information, please mail or fax your request for a time extension to the Division at the address and fax number at the bottom of this letter. The request must indicate the date by which you expect to submit the required information. The Division is allowed 90 days from the receipt of a completed application to issue the permit. The construction of any impervious surfaces, other than a construction entrance under an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS 143-215.6A. Please reference the State assigned project number on all correspondence. Any original documents that need to be revised have been sent to the engineer or agent. All original documents must be returned or new originals must be provided. Copies are not acceptable. If you have any questions concerning this matter please feel free to call me at (910) 796-7345. Sincerely, CLQ Rhonda Hall Environmental Engineer ENB/rbh:S:IWQSISTORMWATERIADDINFO120061060648.sep06 cc: Bobby Moore, The Earthworks Group Rhonda Hall Page 2 of 2 SUBMITTAL REQUIREMENTS Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ). A complete package includes all of the items listed below. The complete application package should be submitted to the appropriate DWQ Regional Office. Please indicate that you have provided the following required information by initialing in the space provided next to each item. Initials • Original and one copy of the Stormwater Management Permit Application Form C- • One copy of the applicable Supplement Form(s) for each BMP c- • Permit application processing fee of $420 (payable to NCDENR) • Detailed narrative description of Stormwater treatment/management • Two copies of plans and specifications, including: Development/Project name - Engineer and firm -Legend North arrow - Scale Revision number & date Mean high water line Dimensioned property/project boundary Location map with named streets or NCSR numbers Original contours, proposed contours, spot elevations, finished floor elevations Details of roads, drainage features, collection systems, and storm -water control measures Wetlands delineated, or a note on plans that none exist Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations - Drainage areas delineated Vegetated buffers (where required) VII. AGENT AUTHORIZATION If'you wish to designate authority to another individual or firm so that they may provide information on your behalf, please complete this section. Designated agent (individual or firm): Mailing Address: City: Phone: ( } VIII. APPLICANT'S CERTIFICATION State: Fax: ( ) Zip: 1, (print or type name ofperson listed in General Information, itefn 2) certify that the information included on this permit application form is, to the best of my knowledge, correct and that the project will be constructed in conformance with the approved plans, that the required deed restrictions and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A NCAC 21-1.1000. Signature: Date: 6/-W a G Form SWU-101 Version 3.99 Page 4 of 4 f State Stormwater Management Systems Permit No. SW8 060648 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY STATE STORMWATER MANAGEMENT PERMIT HIGH DENSITY DEVELOPMENT In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations PERMISSION IS HEREBY GRANTED TO Raman Uzan Palms New Hanover County FOR THE construction, operation and maintenance of an underground infiltration trench in compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management plans and specifications and other supporting data as attached and on file with and approved by the Division of Water {duality and considered a part of this permit. This permit shall be effective from the date of issuance until November 17, 2016, and shall be subject to the following specified conditions and limitations: I. DESIGN STANDARDS 1. This permit is effective only with respect to the nature and volume of stormwater described in the application and other supporting data. 2. This stormwater system has been approved for the management of stormwater runoff as described in Section 1.6 on page 3 of this permit. The stormwater control has been designed to handle the runoff from 38,365 square feet of impervious area. 3. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per approved plans. 4. All stormwater collection and treatment systems must be located in either dedicated common areas or recorded easements. The final plats for the project will be recorded showing all such required easements, in accordance with the approved plans. 5. The runoff from all built -upon area within the permitted drainage area of this project must be directed into the Oermitted stormwater control system. Page 2 of 7 j .i State Stormwater Management Systems Permit No. SW8 060648 C The following design criteria have been provided in the infiltration trench and must be maintained at design condition: a. Drainage 2Area, acres: Onsite, ft . Offsite, ft2: b. Total Impervious Surfaces, ft2: C. Design Storm, inches: d. Trench Dimensions, L x W x H, ft: e. Perforated Pipe Diameter/Length: f. Bottom Elevation, FMSL: g. Bypass Weir Elevation, FMSL: h. Permitted Storage Volume, ft3: i. Type of Soil: j. Expected Infiltration Rate, inlhr: k. Seasonal High Water Table, FMSL I. Time to Draw Down, hours: M. Receiving Stream/River Basin n. Stream Index Number: o. Classification of Water Body: II. SCHEDULE OF COMPLIANCE 1.4 61,420 None 38,365 7.6 840x4x4 18 inches1840 feet 20.0 24.0 6,224. Kureb Sand 40 18.0 3.3 days Snows Cut] Cape Fear 18-87-31.5 "SC" 1. The stormwater management system shall be constructed in its entirety, vegetated and operational for its intended use prior to the construction of any built -upon surface. 2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired immediately. 3. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted stormwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled intervals including, but not limited to: a. Semiannual scheduled inspections (every 6 months). b. Sediment removal. C. Mowing and revegetation of slopes and the vegetated filter. d. Immediate repair of eroded areas. e. Maintenance of all slopes in accordance with approved plans and specifications. Page 3 of 7 State Stormwater Management Systems Permit No. SW8 060648 f. Debris removal and unclogging of bypass structure, filter media, flow spreader, catch basins, piping and vegetated filter. g. A clear access path to the bypass structure must be available at all times. 4. Records of maintenance activities must be kept and made available upon request to authorized personnel of DWQ. The records will indicate the date, activity, name of person performing the work and what actions were taken. 5. The facilities shall be constructed as shown on the approved plans. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of this permit, the approved plans and specifications, and other supporting data. 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 designer for the system installed certifying that the permitted facility has been installed in accordance with this permit, the approved plans and specifications, and other supporting documentation. Any deviations from the approved plans and specifications must be noted on the Certification. A modification may be required for those deviations. 7. If the stormwater system was used as an Erosion Control device, it must be restored to design condition prior to operation as a stormwater treatment device, and prior to occupancy of the facility. 8. Access to the stormwater facilities shall be maintained via appropriate easements at all times. 9. The permittee shall submit to the Director and shall have received approval for revised plans, specifications, and calculations prior to construction, for any modification to the approved plans, including, but not limited to, those listed below: a. Any revision to any item shown on the approved plans, including the stormwater management measures, built -upon area, details, etc. b. Project name change. C. Transfer of ownership. d. Redesign or addition to the approved amount of built -upon area or to the drainage area. e. Further subdivision, acquisition, lease or sale of all or part of the project area. The project area is defined as all property owned by the permittee, for which Sedimentation and Erosion Control Plan approval or a CAMA Major permit was sought. f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan. 10. The permittee shall submit final site layout and grading plans for any permitted future areas shown on the approved plans, prior to construction. 11. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of ten years from the date of the completion of construction. 12. The Director may notify the permittee when the permitted site does not meet one or more of the minimum requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall provide copies of revised plans and certification in writing to the Director that the changes have been made. Page 4 of 7 State Stormwater Management Systems Permit No. SW8 060648 III. GENERAL CONDITIONS This permit is not transferable except after notice to and approval by the Director. In the event of a change of ownership, or a name change, the permittee must submit a formal permit transfer request to the Division of Water Quality, accompanied by a completed name/ownership change form, documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request will be considered on its merits and may or may not be approved. The permittee is responsible for compliance with all permit conditions until such time as the Division approves the transfer request. 2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute 143-215.6A to 143-215.6C. 3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules, regulations, or ordinances, which may be imposed by other government agencies (local, state, and federal) having jurisdiction. 4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required by this Division, such as the construction of additional or replacement stormwater management systems. 5. The permittee grants DENR Staff permission to enter the property during normal business hours for the purpose of inspecting all components of the permitted stormwater management facility. 6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit modification, revocation and reissuance or termination does not stay any permit condition. 7. Unless specified elsewhere, permanent seeding requirements for the stormwater control must follow the guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual. 8. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the permit. 9. The permittee shall notify the Division any name, ownership or mailing address changes within 30.days. Permit issued this the 17th day of November, 2006. NORTH C ROLINA ENVIRONMENTAL MANAGEMENT COMMISSION '/ 2 )ai�w 6'aX4 for Al . limek, . ., Director Division of Water Quality By Authority of the Environmental Management Commission Page 5 of 7 11661 HIGHWAY 707 P.O. BOX 201 MURRELLS INLET, SC 29576 843/651-7900 FAX 843/651-7903 September 27, 2006 Rhonda Hall NCDENR, Division of Water Quality Wilmington Regional Office 127 Cardinal Dr. Ext.,ESEP .�� Wilmington, NC 28405 2006 Rh: Palms TEG # 051556 �~- Stormwater Application No. SW8 060648 Ms. Hall, We are in receipt of your comments dated September 22, 2006. We have revised the construction plans accordingly and have prepared the following summary of our actions with respect to those comments: 1. A note has been added to the drainage plan stating; that no wetlands exist on site. Please see note number 5 under drainage notes. Also find attached a letter that was originally sent with the submittal package that states no wetlands exist on site. 2. Section VII, the agent authorization, has been updated to reflect that The EARTHWORKS Group is the authorized agent. 3. Both the details and the stormwater report have been updated to reflect that a separation of 2 ft will be achieved between the bottom of the trench and the SI-IWT. 4. The current design is for the 25 year storm which is 7.6 inches of rain in 24 hours. We have used Hydrocad to generate pre and post development peak flows for the 02, 10, and 25 year storms. The difference in pre and post development peak flows for the 25 year storm is what establishes our design criteria. We have shown that through infiltration, using a conservative infiltration rate, we mitigate between the pre and post development peak runoffs. The current design is capable of infiltrating 9.27 cfs. Over a 24 hour period, this is equivalent to 800,928 cf of effective storage capacity. Our Hydrocad calculations indicate that a total runoff volume for the 25 year storm will be 0.70 ac-ft. or 30,492 cf. This shows that our design capacity both mitigates between the pre and post development runoff and infiltrates above and beyond the design volume for the 25 year storm. No bypass was provided on this particular design because of the total effective storage capacity provided. It can be seen from above that the total effective storage due to infiltration is well above what is required for the 25 year storm. "Caking into consideration downstream impacts, a larger system was designed to handle all stormwater onsite with out a bypass system. We trust that the revised drawings, as attached, reflect the issues that you have raised. Should you have any questions or require additional information, please do not hesitate to contact us. Very Truly Yours, . �) �. • V �' Bobby C. Moor II, ECC The EARTHWORKS Group 11661 HIGHWAY 707 P.O. BOX 201 MURRELLS INLET, SC 29576 843/651.7900 FAX 843/651-7903 June 22, 2006 Ms. Rhonda Hall, PE Environmental Engineer North Carolina Division of Water Quality Wilmington Regional Office 127 Cardinal Drive Extension Wilmington, NC 28405 Re: Palms New Hanover County Dear Ms. Hall: Please use this letter as support for Mr. Uzan's application for a stormwater management permit on the "Palms" property. I have attached an aerial of the National Wetland Inventory and site soil map showing that this site is remote from any wetlands and is designated as Uplands. Based on the soils at the site and the NWI data, it is our opinion that there are therefore no isolated or jurisdictional wetlands within the project area. ;Sincerel , Steven G. Strickland, PE N.C. license 026804 fAN OLI I rri Le' wa -p 1W Nh KJNNEyj)R Rm A. 9%wp La— --J r 0 Le CA moftlR I * F-T I LKr f i jlp -0 eoll d4RRE7 W L .-A'4zvs C .Le 4 Le IF Le :el T7- off K r J e SrAr� q# Rm A 611 Le X# NQ e Rp m Le m Kr Le Le AppilLant: Legend ITA UZAN NRCS USDA SOILS DATA Project Tide: Centerfine Data PALMS• DATT� Project Locatiom 0 260 500 MRCS Soils Data 12\29\05 1 equals 500 1300 LAKE PARK BLVD Project Site NEW HANOVER COUNTY, NC Ft SITE APPLICKnON # Centroid Located Parcel Data FIGURE 2 ICAROLINA BEACH USGS QUADRANGLE I n43"56-94'W by W02-54,67-N Project Narrative The applicant proposes to construct a 14,755 square foot (total area) commercial metal building for retaillcommercial purposes in Carolina Beach, SC. The proposed site consists of 1.41 ac located on the intersection of Risley Rd and Lake Park Blvd. The site is relatively flat with a slight slope from West to East. The site is most cleared with a few trees remaining. The proposed plan currently has approximately 62% of total area that is impervious. An infiltration system is designed to mitigate between pre and post runoffs. 11661 HIGHWAY 707 P.O. BOX 201 MURRELLS INLET, SC 29576 843/651-7900 FAX 8431651-7903 June 22, 2006 Ms. Rhonda Hall, PE Environmental Engineer North Carolina Division of Water Quality Wilmington Regional Office 127 Cardinal Drive Extension Wilmington, NC 28405 Re: Palms New Hanover County Dear Ms. Hall: Please use this letter as support for Mr. Uzan's application for a stormwater management permit on the "Palms" property. I have attached an aerial of the National Wctland Inventory and site soil map showing that this site is remote from any wetlands and is designated as Uplands. Based on the soils at the site and the NWI data, it is our opinion that there are therefore no isolated or jurisdictional wetlands within the project area. ;Siincercl , Steven G. Strickland, PE N.C. License 026804 i INFILTRATION SITE VISIT REQUEST Name of the Project : P "\ ,ram 5 Location (attach a clear vicinity map) Street address, SR number, community, etc. T Directions from the nearest major intersection: v�► fic. r 5�,�, � ',o n oft � �5\ ti,.. � a � cR. ,n � �.�B_s _ Q �,, r � � �_�_�_ Owner/Applicant Name: r � z wr Consultant Name: i V% Q� ro Consultant Contact Information: Phone, fax, email, etc. %-\"s-(.5%-`nc)-3 #1 #2 #3 #4 #5 #6 #7 #8 Existing ground elev. @basinitrench= ZS\ SHWT elev.= \,;,- .o ` �t SHWT plus 2' (max. bottom elev.)= Zo •o//�� �. �}� Date/Time of Soils Investigation Summary/Comments: All proposed infiltration areas and existing, active utility lines located within the proposed basin/trench must be marked and flagged. If these areas are not flagged, the Soils Scientist reserves the right to decline to do the investigation. If the proposed infiltration system will be located in an area of existing pavement and there is no open area nearby, equipment capable of breaking through the impervious layer musi be provided. The soils investigation does not take the place of a soils report prepared by an appropriate professional. The Soils Scientist will only verify the soil conditions that are reported in the Soils Report, and make a determination as to the suitability of the site to meet the infiltration design requirements under NCAC 2H.1000, and assumes no liability should the system fail, 11661 HIGHWAY 707 P.O. BOX 201 MURRELLS INLET, SC 29576 843/651-7900 FAX 843/651-7903 .tune 20, 2006 Rhonda Halt North Carolina Division of Water Quality 127 Cardinal Dr. Ext. Wilmington NC, 28405 RE: Palms Ms. Hall, ORKS GROUP PLANNING & DESIGN CONSULTANTS VED JINN 6 ?006 We are are in receipt of your comments dated June 14, 2006. We have revised the submittal package and drawings accordingly and have prepared the following summary of our actions with respect to those comments: I . The required basin information in Section 111, Item 6 on page 2 has been inserted. 2. A date when the signature was signed on page 4 of the application has been added. 3. All proposed built upon area was added to the permit application. 4. Page 2 of the supplemental forth was hand initialed appropriately. 5. The sediment removal depths were added on Page 3 of the infiltration supplement. 6. Dimensions for the building were added on the site plan as requested. 7. 'I'he infiltration site visit request forth was filled out and attached to this letter. 8. A letter has been attached to this package addressing this issue. We trust that the revised drawings and application, as attached, rellect the issues that you have raised. Should you have any questions or require additional information, please do not hesitate to contact us. Very Truly Yours, AN , Bobby C. M ore 11, EIT The EARTHWORKS Group' )J .� �.f► f } pR n n i ., o if Amu=t: € ITA UZAN Legend icct Tide: Centerline Data PALMS Project Site Project Location: 0 100 200 . 1300 LAKE PARK BLVD Parcel Data NEW HANOVER COUNTY, NC Located Fl CAROLINA BEACH USGS UADRANGLE n°53's�6.94"W � 3 WS4.67'N NWl Data _/! b Y NATIONAL WETLAND INVENTORY r . i ATE: l 2 29 05 1 " equals 200 ' SITE 1E'PLICATIOAi # FIGURE 7 Bobby Moore The Earthworks Group 11661 Highway 707 Murrells Inlet, SC 29576 a Y.� Wa a r j12m}~ ' Le'. Le'I PENINSUA r*9y 1 1 i`~� qF S \ l I r r j i �. �r�cr3� i / i �. ; �.I �.� Nh ti . KINNEybR Rm opo a La"Q -• "rr' - — .'TM' sbR r_ Cn its Rm iv�_ r r.�1ti. _may JARRETT y0 - ` J AM/ f Lem 14 -�— I �Rm �• � 1 r, 17 Y r '-` -� L_ Le � _ Kr KrRm i _ 7 Lyll?A. r o r 1 4w ,fie — ( -'` 1_ t y; t L*e'er i��2 r� e -ter 1 r >,./ �\ d lr�� � saorFS� Rm RK RO i y y r 7 _4 '` �• : m PUFF _�" �� ;4 i h ~Kr r— t Le Le R��' RmLe At Kr w Le _ Le L • ! i ,�pPLcaar Legend �ITA UZAN NRCS USDA SOILS DATA s t'rairct iidc: Centerline Data ' f DATE: ro'ALMSa�: a 250 soo ARCS Soils Data ,� `\ 4 .�`� 1 equals 500 i-CAROLINA 1300 LAKE PARK BLVD 12 29 05 „Ft prOjeCt Site APP3.ICA'110riI # NEW HANOVER COUNTY, NC SITE BEACH USGS UADRANGLE 5,� ba Z� .67• i _ _ _ parcel Data ;� FIGURE 2 Michael F. Fsslcy, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality .June 30, 2006 itamar Uzan 971 Cayman Court Myrtle Beach, SC 29577 Subject: Request for State Stormwater Management Permit Application Palms Stormwater Project No. SW8 060648 New Hanover County Dear Mr, Uzan: On June 1, 2006, the Wilmington Regional Office received a copy of an Erosion Control Plan for the subject project. The North Carolina Administrative Code requires any project that must receive either Sedimentation and Erosion Control Plan approval and/or a CAMA Major permit to apply for and receive a Stormwater Management Permit by the Division of Water Quality. Any construction on the subject site, prior to receipt of the required permit, will constitute a violation of 15A NCAC 21-1.1000 and may result in appropriate enforcement action by this Office. Either a Stormwater Permit Application Package including 2 sets of plans, completed application form, fee, and supporting documentation, or a written response regarding the status of this project and the expected submittal. date must be received in this Office no later than July 30, 2006. Failure to respond to this request may result in the initiation of enforcement action, and construction may experience a subsequent delay. The NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control Plan approval letter must NOT be considered the Coastal Stormwater Management Permit, which will be signed by the Water Quality Supervisor. Please reference the Project Number above on all correspondence. if you have any questions, please call me at (910)-796-7215, or email me at linda.lewis@ncmail.net. Sincerely, � Linda Lewis Environmental Engineer ENB/arl: S:NWQSISTORMWATERISTORMSUBN060648.jun06 cc: New Hanover Building Inspections Bobby C. Moore 11, The Earthworks Group Wilmington Regional Office File Central Files No'" Caro ina aturallil North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone (919) 733-7015 Cusm ner Service Internet: u_�:n,.nc_s;asecy ;:!it�'.cr Location: 512 N. SalishurySt. Raleigh, NC 2761A Fax (919) 733-2496 1-87-7-623-h?48 of w A rFy o -c June 14, 2006 Mr. Itaman Uzan 971 Cayman Drive Myrtle Beach, SC 29577 Project Name: Palms County: New Hanover County Project Number: NIA Dear Mr. Uzan: 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 Your recent stormwater management permit application and check #1018 for the $420.00 application fee are being returned because the application lacked the necessary basic elements to accept it for review. The plans and any other documentation that were submitted have been discarded or recycled, as appropriate. Please address the following noted deficiencies and provide the requested information: ® Please provide the basin information required in Section III, Item 6 on page 2 of the application. I have enclosed the stream classification information for snows cut for your convenience. Please provide a date when the signature was signed on page 4 of the application. Please report all proposed built -upon area in square feet on the application. Please hand initial page 2 of the supplement form. A handwritten "✓" is not appropriate where initials have been required. Please fill in the sediment removal depths on Page 3 of the supplement. Please provide dimensions for the building, The Division's Soils Scientist will need to visit the site and verify the soils information that you have provided. I have enclosed an infiltration site visit request form for your convenience. ® Applications for State Stormwater Permits under 15A NCAC 2H .1005 shall not be deemed complete unless the applicant confirms that no isolated or jurisdictional wetlands are contained within the project area, or the application contains a jurisdictional map in which the jurisdictional wetlands within the project area are fully delineated and this map is signed and verified by the US Army Corps of Engineers. Please resubmit the permit application package to the address below. Note that the 90-day statutory permit review time begins upon receipt of a complete application. If you have any questions, please do not hesitate to call me at (910) 796-7345. Sincerely, Rhonda Hall Environmental Engineer ENB/rbh: S:1WQSISTORMWATIRETURNIPalms.jun06 cc: Bobby C. Moore III, EIT, The EARTHWORKS Group (Murrells Inlet, SC) Rhonda Hall NoehCarolina , naturally North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone (910) 796-7215 Customer Semite 1-877-623-6748 Wilmington Regional Office Wilmington, NC 28405 Fax (910) 350-2004 Internet: wAy.ncu•atere uali1 •.org An Equal Opportunity/Affirmative Action Employer -- 50% Recycled110% Post Consumer Paper NC DENR - DIVISON OF WATER QUALITY .0311 CAPE FEAR RIVER BASIN 2B .0300 Classification Name of Stream Description Class Date Index No. Myrtle Sound Shellfishing All waters within a line SA;HQW 08/09/61 18-87-31 Area beginning at Picket Rock and running southeast to the Intracoastal waterway channel marker 4153 thence running southsoutheast to the south side of the Carolina Beach Inlet, thence in a southerly direction along the shore line to a point directly east from the northern side of Snows Cut, thence in a straight line across the Intracoastal Waterway to the point on the northern side of Snows Cut, thence in a northerly direction along the shore line to the point of beginning. Carolina Beach Yacht Basin All waters beginning at a SB 07/01/B7 1B-87-31.2 point on the northern side of Snows Cut and running directly east across the Intracoastal Waterway to a point on the eastern side, thence following the shoreline, of the Carolina Beach Yacht Basin to a point on the south side of Snows Cut, thence in a straight line across the cut to the point of beginning. Snows Cut From Carolina Beach Yacht SC 0B/G9/81 18-87-31.5 Basin to Cape Fear River Telfairs Creek From source to Snows Cut SC"Sw 04/01/59 18-87-31.5-1 CAPE FEAR RIVER (excluding From a line across the river SA;HQW 01/01/85 18-(87.5) area described below) from Snows Paint (through Snows Marsh) to Federal Point to Atlantic Ocean Walden Creek From source to Cape Fear SC;Sw,HQW 08/01/90 16-88-1 River White Spring Creek From source to Walden Creek SC;Sw,HQW 08/01/90 18-88-1-1 Nigis Creek From source to Walden Creek SC;Sw,HQW 08/cl/90 18-88-1-2 Nancys Creek From source to Walden Creek SC;Sw,HQW 06/01/90 18-88-1-3 Gum I,og Branch From source to Nancys Creek SC;Sw,HQW 08/01/90 1B 88-1 3 1 Governors Creek From source to Walden Creek SC;Sw,HQW 08/01/90 18-BB-1-4 Fishing Creek From source to Governors SC;Sw,HOW 08/01/90 18-88-1-4-1 Creek Snows Marsh Entire Marsh SC 08/09/81 18-88-2 Price Creek From source to Cape Fear SC;Sw 04/01/59 18-88-3 River 62 INFILTRATION SITE VISIT REQUEST Name of the Project : Location (attach a clear vicinity map): Street address, SR number, community, etc. Directions from the nearest major intersection: Owner/Applicant Name: Consultant Name: Consultant Contact Information: Prone, fax, email, etc. #1 #2 #3 #4 #5 #6 #7 #8 Existing ground elev. @basinitrench= SHWT elev.= SHWT plus 2' (max. bottom elev.)= Date/Time of Soils Investigation : Summary/Comments: All proposed infiltration areas and existing, active utility lines located within the proposed basin/trench must be marked and flagged. If these areas are not flagged, the Soils Scientist reserves the right to decline to do the investigation. If the proposed infiltration system will be located in an area of existing pavement and there is no open area nearby, equipment capable of breaking through the impervious layer must be provided. The soils investigation does not take the place of a soils report prepared by an appropriate professional. The Soils Scientist will only verify the soil conditions that are reported in the Soils Report, and make a determination as to the suitability of the site to meet the infiltration design requirements under NCAC 2H.1000, and assumes no liability should the system fail, j IL NC®ENR North Carolina Department of Environment and Natural Resources Division of Land Resources James D. Simons, PG, PE Land Quality Section Michael F. Easley, Governor Director and State Geologist William G. Ross Jr., Secretary May 31, 2006 LETTER OF RECEIPT OF EROSION CONTROL PLAN Itamar Uzan 971 Cayman Court Myrtle Beach, SC 29577 RE: Project Name: Palms Project ID: Newha-2006-434 County: New Hanover, Carolina Beach, Lake Park Blvd River Basin: Cape Fear Submitted By: The Earthworks Group Date Received by LQS: May 26, 2006 Plan Type: NEW Dear Mr. Uzan: SUN U --t Va 12006 This office has received a soil erosion and sediment control plan for the project listed above which was submitted as required by the North Carolina Sedimentation Pollution Control Act (G.S. 113A-57 (4)). The Act requires that all persons disturbing an area of one or more acres of land must obtain approval of a soil erosion control plan prior to the commencement of the land -disturbing activity (G.S. 113A-54(d) (4)). The Act further states that this plan must be filed a minimum of 30 days prior to the activity and the approving authority must approve or disapprove the submitted plan within 30 days of receipt. Failure of the approving authority to approve or disapprove the submitted plan within the 30-day period will be deemed approval of the plan. Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act prior to the approval of an erosion and sediment control plan is a violation of the Act. We have performed a preliminary review of your submitted plan and have determined that additional information will be necessary before a final review can be completed. Enclosed is a checklist of items that must be submitted_ before_ we can complete the review process. Failure to provide the additional information may result in disapproval of your plan. The approval of an erosion and sediment control plan is conditioned on the applicant's compliance with Federal and State water quality laws, regulations and rules. If you have questions please do not hesitate to contact this office. Your cooperation in this matter is appreciated and we look forward to working with you on this project. Sincerely, Zhu O Env Tech V Land Quality Section cc: Bobby C. Moore Il, The Earthworks Group LQS-WiRO; SWS-WiRO Wilmington Regional Office 127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845 • Phone: 910-796-72151 FAX: 910-350-2004 W L NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES LAND QUALITY SECTION EROSION and SEDIMENTATION CONTROL PLAN PRELIMINARY REVIEW CHECKLIST PROJECT NAME: Palms DATE: 5/26/2006 PROJECT NO.: Newha-2006-434 COUNTY: New Hanover To expedite the approval process, a cursory review of your submitted Erosion and Sediment Control Plan application has been made and has shown the need for additional information as specified below. To meet our review schedule, any additional information should be received by this office no later than June 14, 2006 . Failure to meet this schedule may result in disapproval of your plan. The following items shall be incorporated with respect to specific site conditions, in an erosion and sediment control plan: LOCATION INFORMATION Project location (roads, streets, landmarks) North arrow and scale GENERAL SITE FEATURES (Plan elements) Legend: North arrow, scale, etc. Property lines Existing contours (topographic lines) Proposed contours _X_ Limits of disturbed area (provide acreage total, delineate limits, and label) Planned and existing building locations and elevations Planned & existing road locations & elevations Lot and/or building numbers Geologic features: rock outcrops, seeps, springs, wetland and their limits, streams, lakes, ponds, dams, etc. Easements and drainageways Profiles of streets, utilities, ditchlines, etc. Stockpiled topsoil or subsoil locations If the same person conducts the land -disturbing activity & any related borrow or waste activity, the related borrow or waste activity shall constitute part of the land -disturbing activity unless the borrow of waste activity is regulated under the Mining Act of 1971, or is a landfill regulated by the Division of Waste Management. It the land -disturbing activity and any related borrow or waste activity are not conducted by the same person, they shall be considered separate land -disturbing activities and must be permitted either thru the Sedimentation Pollution Control Act as a one -use borrow site or through the Mining Act. Required Army Corps 404 permit and Water Quality 401 certification (e g. stream disturbances over 150 linear feet) EROSION CONTROL MEASURES (on plan) _X_ Legend _X_ Location of temporary measures Location of permanent measures Construction drawings and details for temporary and permanent measures _X_ Maintenance requirements of measures Contact person responsible for maintenance SITE DRAINAGE FEATURES _X_ Existing and planned drainage patterns (include off -site areas that drain through project) Method of determination of and calculations far Acreage of land being disturbed Size and location of culverts and sewers Soil information: type, special characteristics Sci} information below culvert storm outlets Name and classification of receiving water course (only where stormwater discharges are to occur) Comments STORMWATER CALCULATIONS Pre -construction runoff calculations for each outlet from the site (at peak discharge points) Design calculations for peak discharges of runoff (including the construction phase & the final runoff coefficients of the site) Design catcs of culverts and storm sewers Discharge and velocity calculations for open channel and ditch flows (easement & right-of-ways) Design talcs of cross sections and method of stabilization of existing and planned channels (include temporary linings) Design talcs and construction details of energy dissipators below culvert and storm sewer outlets (diameters & apron dimensions) Design talcs and dimension of sediment basins Surface area and settling efficiency information for proposed sediment traps and/or basins VEGETATIVE STABILIZATION Area & acreage to be vegetatively stabilized TX_ Method of soil preparation Seed type & rates (temporary & permanent) _X_ Fertilizer type and rates _X_ Mulch type and rates NOTE: Plan should include provisions for groundcover on exposed slopes within 21 calendar days following completion of any phase of grading; permanent groundcover for all disturbed areas within 21 calendar days following completion of construction or development. FINANCIAL RESPONSIBILITY/OWNERSHIP FORM _X_ Completed, signed & notarized FR/O Form Accurate application fee ($50.00 per acre rounded up the next acre with no ceiling amount) Certificate of assumed name, if the owner is a partnership _X_ Name of Registered Agent (if applicable) _X_ Copy of the most current Deed for the site NOTE: For the Express Permitting Option, inquire at the local Regional Office for availability. NARRATIVE AND CONSTRUCTION SEQUENCE Narrative describing the nature and purpose of the construction activity _X_ Construction sequence related to erosion and sediment control (including installation of critical measures prior to the initiation of the land4sturbing activity & removal of measures after areas they serve are permanently stabilized) Bid specifications related only to erosion control Continuation of Erosion and Sedimentation Control Plan Preliminary Review Checklist: Project Name: Palms Project Number: Newha-2006-434 1. A copy of the most current deed must be submitted. The current deed book No. 4260, Page No. 0597 for the site does not list Mr. Uzan as the owner. 2. There are three different addresses listed for Mr. Uzan: 971 Cayman Ct, 971 Camon Dr and 103 Cape Fear Blvd, Carolina Beach, NC. The deed must match the mailing address. If the address is not in North Carolina then you must list the North Carolina Registered Agent in Section 6.2(a) of the Financial Responsibility Form 3. Sheet C3 must show and call out limits of construction. Current dashed line is not labeled and does not include main driveway entrance and related grading work. 4. Sheet C3 must call out inlet protection. 5. Legends must be on all applicable sheets and correspond to all site/plan features. 6. List mulch and fertilizer types and rates. Wilmington Regional Office 127 Cardinal Drive Extension, Wilmington, NC 28405 Phone: 910-796-7215 Fax: 910-350-2004