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HomeMy WebLinkAboutSW8051028_HISTORICAL FILE_20090602STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW po 5700qS DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD �A Az=",�wrrrrr W"M NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Coleen H Sullins Dee Freeman Governor Director Secretary June 2, 2009 Mr James Maides East Point Homes 166 Center Street Jacksonville, NC 28546 NOTICE OF INSPECTION Lincoln Place Apartment Complex Stormwater Project No SW8 051028 Brunswick County Dear Mr Maides 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 June 2, 2009 to determine compliance with Stormwater Permit Number SW8 051028 issued on November 10, 2005 As indicated in the attached inspection report the following deficiencies must be resolved Submit engineer's certification to DWQ Please inform this Office in writing before July 7, 2009, 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 including the assessment of civil penalties of up to $10,000 per day If a written plan of action is not submitted to this office by July 7, 2009 then DWQ staff will re -inspect the site and issue a Notice of Violation if the listed deficiencies have not been addressed Please be reminded that if any ownership or name change has occurred it is the permittee's responsibility to notify this office in writing If you have any questions please contact me at the Wilmington Regional Office, telephone number (910) 796-7215 Sincerely, 45.4 �7��� Angela Hammers Environmental Specialist GDSlakh S IWQS1StormWater\INSPECT1051028 jun09 cc W Shane Uppard, PE, (Right Angle Engineering) Wilmington -Rego no al;Qfficm Angela Hammers Central Files Wilmington Regional Office 127 Cardinal Drive Extension Wilmington North Carolina 28405 Phone 910 796 7215 4 FAX 910 350 20041 Customer Service 1 877-623 6748 Internet www rimalerquality org One NorthCarolina Naturally An Equal Opportunity 1 Affirmative Achcn Employer * * * COMMUNICATION RESULT REPORT ( NOV 14 2005 11 08AM ) FILE MODE OPTION ADDRESSTTI --1MEM----------------�--------------�--------------- (GROUP) --- ------------ RESULT 0$1 MEMORY TX — _ RESULT 9-2512208 — — OK REASON FOR ERROR — ----------------------------------------------- E-1) HANG UP OR LINE FAIL ------------------- E-3) NO ANSWER E-2) BUSY E-4) NO FACSIMILE CONNECTION State of North Carolina Department of Environment and Natural Resources Wilmington Regional Office (910) 796-7215 Michael F Easley, Governor Wilham G. Ross Jr, Secretary FAX COVER SHEET Bate: To: CO: FAX #: _ Z. - 2z z o e # pages (exc=21� From: - Division: SwP FAX#: 910-350-2004 127 Cardinal Drive Extenslutt, Wilmington, N,C 2MOS4945 7ilephano (910) 796-720 Fvx(91%3$MG04 An Equal Opportunity Affirmative Action Cmp)ayer P 1 NCDENR WIRO ----- -__PAGE__ P $I$ State of North Carolina Department of Environment and Natural Resources Wilmington Regional Office (910) 796-7215 Michael F Easley, Governor William G Ross Jr, Secretary Date: To: CO: FAX#: 2-5 /- 2Z-0e REMARKS: FAX COVER SHEET # pages (excluding cover) From: ,14�z ��r/4� Division: SWP FAX#: 910-350-2004 127 Cardinal Drive Extension, Wilmington, N C 28405-3845'Ielephone (910) 796-7215 F"ex(910) 350-2004 An Equal Opportunity Affirmative Action Employer I k S State Stormwater Management Systems Permit No SW8 051028 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 James Maides and East Point Homes, LLC Lincoln Place Apartment Complex Brunswick County FOR THE construction, operation and maintenance of a wet detention pond 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 Quality and considered a part of this permit This permit shall be effective from the date of issuance until November 10, 2015, 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 16 on page 3 of this permit The stormwater control has been designed to handle the runoff from 151,880 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 There is no allotment for future built -upon area at the site 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 permitted stormwater control system Page 2 of 7 State Stormwater Management Systems Permit No SW8 051028 6 The following design criteria have been provided in the wet detention pond and must be maintained at design conditions a Drainage Area, Tcres 70 Onsite, ft 304,920 Offsite, ft2 None b Total Impervious Surfyes, ft2 151,880 OS Buildings, ft 87,360 OS Streets, ft2 28,520 OS Parking, ft� 28,000 OS Sidewalks, ft2 8,000 c Design Storm, inches 1 0 d Pond Depth, feet 50 e TSS removal efficiency 90% f Permanent Pool Elevation, FMSL 200 g Permanent Pool Surface Area, ft2 12,790 h Permitted Storage Volume, ft3 13,721 1 Temporary Storage Elevation, FMSL 21 0 i Controlling Orifice 1 5"0 pipe k Permitted Forebay Volume, ft3 5,920 I Receiving Stream/River Basin Mill Creek 1 Cape Fear m Stream Index Number 18-77-1-1 n Classification of Water Body "C, Sw" II SCHEDULE OF COMPLIANCE 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 f Debris removal and unclogging of outlet structure, orifice device, flow spreader, catch basins and piping g Access to the outlet structure must be available at all times Page 3 of 7 State Stormwater Management Systems Permit No SW8 051028 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 Decorative spray fountains will be allowed in the stormwater treatment system, subject to the following criteria a The fountain must draw its water from less than 2' below the permanent pool surface b Separated units, where the nozzle, pump and intake are connected by tubing, may be used only if they draw water from the surface in the deepest part of the pond c The falling water from the fountain must be centered in the pond, away from the shoreline d The maximum horsepower for a fountain in this pond is 118 horsepower 6 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 7 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 8 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 9 Access to the stormwater facilities shall be maintained via appropriate easements at all times 10 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 11 The permittee shall submit final site layout and grading plans for any permitted future areas shown on the approved plans, prior to construction 12 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 Page 4 of 7 State Stormwater Management Systems Permit No SW8 051028 13 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 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 10th day of November 2005 NORTH AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION for Alan W Klimek, P E , Director Division of Water Quality By Authority of the Environmental Management Commission Page 5 of 7 State Stormwater Management Systems Permit No SW8 051028 Lincoln Place Apartment Complex Stormwater Permit No SW8 051028 Brunswick Count Designer's Certification I, , as a duly registered in the State of North Carolina, having been authorized to observe (periodically/ weekly/ full time) the construction of the protect, (Protect) for (Protect Owner) hereby state that, to the best of my abilities, due care and diligence was used in the observation of the protect construction such that the construction was observed to be built within substantial compliance and intent of the approved plans and specifications The checklist of items on page 2 of this form is included in the Certification Noted deviations from approved plans and specification Signature Registration Number Date SEAL Page 6 of 7 State Stormwater Management Systems Permit No SW8 051028 Certification Requirements 1 The drainage area to the system contains approximately the permitted acreage 2 The drainage area to the system contains no more than the permitted amount of built -upon area 3 All the built -upon area associated with the project is graded such that the runoff drains to the system 4 All roof drains are located such that the runoff is directed into the system 5 The outlet/bypass structure elevations are per the approved plan 6 The outlet structure is located per the approved plans 7 Trash rack is provided on the outlet/bypass structure 8 All slopes are grassed with permanent vegetation 9 Vegetated slopes are no steeper than 3 1 10 The inlets are located per the approved plans and do not cause short- circuiting of the system 11 The permitted amounts of surface area and/or volume have been provided 12 Required drawdown devices are correctly sized per the approved plans 13 All required design depths are provided 14 All required parts of the system are provided, such as a vegetated shelf, and a forebay 15 The required system dimensions are provided per the approved plans cc NCDENR-DWQ Regional Office Delaney Aycock, Brunswick County Building Inspections Jeff Phillips, Brunswick County Engineering Page 7 of 7 P 1 COMMUNICATION RESULT REPORT ( NOV 2 2005 3 56PM ) * * * TTI NCDENR WIRO FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE ---------------------------------------_-------_------------------------------------------------------ 872 MEMORY TX 92512208 0K P 3/3 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, Governor William G. Ross, Jr. Secretary FAX COVER SHEET Date: 11/2105 No. of Pages: 3 (Intl Cover) To: Shane Llppard From: Paul Bartlett Company: Right Angle Eng. Water Quality Section - Stormwater FAX #: (910) 251-2208 FAX #: 910-350-2004 Phone #: 910-795-7301 DWQ Stormwater Project Number: SW8 051028 Project Name: Lincoln Place Apartment Complex MESSAGE: Shane, A Request for Additional Information is attached for the subject project. The original will be mailed to Mr Maides, and a copy will be mailed to you. 4 /1 State of North Carolina Department of Environment and Natural Resources Wilmington Regional Office Michael F Easley, Governor FAX COVER SHEET William G Ross, Jr, Secretary Date- 1112105 No of Pages- 3 (Incl Cover) To. Shane Lippard From. Paul Bartlett Company- Right Angle Eng Water Quality Section - Stormwater FAX # (910) 251-2208 FAX # 910-350-2004 Phone # 910-796-7301 DWQ Stormwater Project Number. SW8 051028 Project Name: Lincoln Place Apartment Complex MESSAGE. Shane, A Request for Additional Information is attached for the subject project The original will be mailed to Mr Maides, and a copy will be mailed to you ENBlptb SIWQSISTORMWATERIADDINF0120051051028 nov05 127 Cardinal Drive Extension, Wilmington NC 29405-3845 Telephone (910) 796-7215 FAX (910) 350-2004 An Equal Opportunity Affirmative Action Employer of WArFR Michael F Easley, Governor O� QG William G Ross, Jr, Secretary r North Carolina Department of Environment and Natural Resources a Alan W Klimek, P E Director Division of Water Quality November 2, 2005 Mr James Maides East Pant Homes, LLC 166 Center Street Jacksonville, NC 28546 Subject, Request for Additional Information Stormwater Project No SW8 051028 Lincoln Place Apartment Complex Brunswick County Dear Mr Maides The Wilmington Regional Office received a Stormwater Management Permit Application for Lincoln Place Apartment Complex on October 26, 2005 A preliminary review of that information has determined that the application is not complete The following information is needed to col l a the stormwater review �r ,051 Please provide a copy of the Corps of Engineers 404 wetlands delineation Im document Please modify Section III 5 d 6 of he apple at,epn VL�sto_r��rl Drainage Area Ni (o No 1 9t { pA-f�z ���ase cl ri# the impervious area in S ion III 6 o the a licatio s follows ��. a he calculations list 65 buil gs and Drawings Cp1 an C2 illustrate 70 fuildings For 70 at 24' x 52' each, the dings" impervious t� f41 area should b 366 ft Drawing C1 illu parking space (28,000 sq ft vs 132 spaces V (26, 0 sq ft) used in the calculations an listed in ion 1116 c e linear feet of 5' wide sidewalk appears o e approximately 2,000' on Drawings C1 and C2 instead of the 1,350' used in the calculations and listed in Section 1116 fAtJ Y_. 6 gI � ad ease correct the calculations, application, supplement, and drawings, nd revise the total impervious area entry and protect built -upon entry in Section III 6 of the application and Section I of the supplement /4 P ase provide original, initialed pages for Section VI of the application (page 4) 0 and Section II of the supplement (page 2) 5 XAl-ations, e clarify the orifice diameter and make any necessary changes to the drawings, and supplement The supplement and calculations list iameter and the Drawing D1 detail labels a 1" control pipe t6 Jkt0'1 "'4 Ir 141irlb North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone (910) 796 7215 Customer Servicel 877-623 6748 Wilmington Regional Office Wilmington NC 28405 3645 FAX (910) 350 2004 Internet h2o enr stale nc us None hCarohna .aturally An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper Mr James Maides November 2, 2005 Stormwater Application No SW8 051028 u �/ Please add the permanent pool surface area and forebay volume entries O �9 t Section I of the supplement Please add a note to Drawing D1 that a pump will be provided for oo maintenance of the overflow structure and to drain the pond in G k,( �� N emergencies 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 November 9, 2005, or the application will be returned as incomplete The return of a project will necessitate resubmittal of all required items, including the application fee 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 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) 796-7301 Since ely, d 7% `mac �i' Paul T Bartlett, P E Environmental Engineer ENBlptb S1WQSISTORMWATERIADDINFO120051051028 cc Shane Lppard, P E , Right Angle Engineering Paul Bartlett SOSID 776589 Date Filed 4/11/2005 4 12 00 PM Flame F Marshall North Carolina Secretary of State State of North Carolina C200510100168 Department of the Secretary of State Limited Liability Company ARTICLES OF ORGANIZATION Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit these Articles of Organization for the purpose of forming a limited liability company The name of the limited liability company is East Point Homes LLC 2 If the limited liability company is to dissolve by a specific date, the latest date on which the limited liability company is to dissolve- (If no date for dissolution is specified, there shall be no limit on the duration of the limited liability company ) none 3 The name and address of each person executing these articles of organization is as follows (State whether each person is executing these articles of organization in the capacity of a member, organizer or both Note This document must be signed by all persons listed here) James E Maides 211 Bethesda Ct Jacksonville, NC 28546 both Danny L Whaley 213 Lyman Rd Seulaville, NC 28518 both Christopher G Whaley 247 Lyman Rd Beulaville, NC 28518 both Steven M Kellum 104 Brichton St Jacksonville. NC 28546 both 4 The street address and county of the initial registered office of the limited liability company is Number and Street 211 Bethesda Ct City, State, Zip Code Jacksonville, NC 28546 County Onslow 5 The mailing address, if different from the street address, of the initial registered office is 166 Center Street, Jacksonville, NC 28546 6 The name of the initial registered agent is. James E Maides 7. Principal office information (Select either a orb) a ❑ The limited liability company has a principal office The street address and county of the principal office of the limited liability company is Number and Street City, State, Zip Code County The mailing address, ifdoerentfrom the street address, of the principal office of the corporation is b E The limited liability company does not have a principal office Check one of the following- ✓ (i) Member -managed LLC: all members by virtue of their status as members shall be managers of this Iimited liability company (ii) Manager -managed LLC except as provided by N C QS Section 5X-3-20(a), the members of this limited liability company shall not be managers by virtue of their status as members 9 Any other provisions which the limited liability company elects to include are attached 10 These articles will be effective upon filing, unless a date and/or time is specified This is the 7 day of April , 20 05 East Point Homes LLC Signature ames E Maides (member S organizer) Type or Print Name and Title GhnS}aphw (a. Whal +�. Q9ER WM ORGM�-�ivci2 hr1.ICtilt� bulk gffi NOTES i Filing fee is S125. This document must be filed with the Secretary of State. CORPORATIONS DIVISION P O Box 29622 RALEIGH, NC 27626-0622 (Revised January 2002) (Form L-01) Instructions for Filing TopoZone - The Web's Topographic Map Swg psrv2-Q tk Jll0`(a-C-P �, avv Page 1 of 1 t I$Iti- I I ✓ II ! I� 1{e r I I•'I' `III IiI II III it ll rM'II"ra • n Iir, t ,I I I I' II � I II E hl II''` �i I rI jI I�14II'I� IIiNI IIIIl VIIII'UIIIi'Ii I Ir} Ii'�jEI ,�Ii II yIrIhl wCIrIt' `I Gl{j4r�l� Wit;lI 'uIIIrkIllIlI}AI IlC' l I �1IILIII NIk�I � IIIII h I k I,I{ ��0 "1,`[II� �iI�II ll II i rF11tII�I IIII 1 I��f IIIIyI �I'( I� i€tlil Ili 3I i' 1jil II j5l I�" �i 11 �� �� �I� Ili�ll ,kl '} r, ; ( I ,li lII�����II� I a :: ■}NIIII �l II >' ,,�kChr II l A NII! 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Projects must be submitted by 9 00 A M of the review date, unless prior arrangements are made APPLICANT Name James Maides f C' Company _East Point Homes, LL61 Address_166 Center Street City/State—Jacksonville, NC—Zlp_28546_ County —Brunswick Phone 910-938-5900 Fax 910-938-5905 Email PROJECT Name —Lincoln Place Apartment Complex PROJECT SYSTEM(S) TRIBUTARY TO —Mill Creek (STREAM NAME) _..._Cape Fear RIVER BASIN ENGINEER/CONSULTANT Shane Lippard, PE Company _Right Angle Engineering Address_212 Princess Street City/State—Wilmington, NC Zip_28401_County_New Hanover Phone_910-251-8544 Fax,910-251-2208 Email_raepcsl@bellsouth net State or National Environmental Policy Act (SEPA, NEPA) - EA or EIS Required ❑ Yes Z No ❑ STREAM ORIGIN Determination; # of stream ca re m Name ® STORMWATER El Low Density ® Hig ensity-Detention Pond ❑ High Density -Other Wetlands MUST be addressed below ❑ Low Density-C rb & Gutt ❑ High Density -Infiltration ❑ Off Site ❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront ® LAND QUALITY ® Erosion and Sedi tion Control Plan with _6 5_ acres to be disturbed WETLANDS (401) Wetlands on Prop rty es [I No Isolated Wetlands on Property El yes ® No _Check all that aaplu Wetlands Will B Im cted ® Yes a Wetland Impacts 0 04 Acre(s) Wetlands Delineat een complet ® Y s ❑ No ❑ Buffers Impacted Acres) USA COE Approval of islin ti�on comple ed ® es ❑ No 404 Application in proswl SACOE es No I Permit received from USACE ❑Yes ❑No 401 Application requireY ❑ No If Regular ❑ Express Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for subsequent reviews due to the insufficiency of the permit applications SUBMITTAL DATES SW CAMA LQS 401 For DENR use or11 y Fee Split for multiple permits Total Fee Amount $ Oct 05 05 01:03p Rae Pc 19102512208 p 2 t t DESIGN NARRATIVE FOR HIGH DENSITY PROJECT FOR EAST POINT HOMES, LLC LINCOLN PLACE APARTMENT COMPLEX SITE 3500 VILLAGE ROAD AT LINCOLN SCHOOL ROAD BRUNSWICK COUNTY, N C October 2005 TABLE OF CONTENTS 1 0 PROJECT DESCRIPTION 20 SITE DESCRIPTION 30 ADJACENT PROPERTY 40 DRAINAGE CONSIDERATIONS 50 EROSION CONTROL CONSIDERATIONS 60 CONSTRUCTION SCHEDULE 70 VEGETATION PLAN 80 MAINTENANCE PLAN APPENDIX WET DETENTION BASIN CALCULATIONS IMPERVIOUS AREA TOTALS RUNOFF CALCULATIONS PIPE CALCULATIONS East Potnt Homes Lincoln Place Apartment Complex October 2005 1 Oct 05 05 01:03p Rae Pc 19102512208 p.3 1 Project Description The Protect is a proposed to be construction of 65 1200 square foot apartment units, asphalt entrance road, asphalt parking areas, storm drainage, water, and sewer The land disturbing activity associated with the project will consist of clearing and grubbing of vegetation, preservation of existing trees, grading of the site, and sediment and erosion control measures such as a silt fence, gravel construction entrance, and a check dams Also included in the protect will be storm piping to collect the parking drainage and direct it to the wet detention pond The total area which will be disturbed for this protect is 7 acres Total impervious area will be 138,060 S>= (3 17 AC) for the proposed construction 2 Site Description The project site is in Brunswick County, NC, located at the intersection of Village Road (SR 1472) and Lincoln School Road (SR 1455) The property on which the development will take place is currently owned by Quadrant Construction On site soils consist mainly of Onslow and Baymeade sobs These soils are mainly loamy, fine sands There are existing wetlands onsite These areas have been delineated and approved by the US Army Corps of Engineers The retention pond will discharge to the lowest portion of wetlands closes to Village Road Existing drainage ditches define two of the property lines and provide surface water runoff for the site General slope of the site is from south to north towards the front of the site Land use in the vicinity is residential, rural agricultural, commercial, and industrial 3 Adjacent Property:,The areas adjacent to the project site are residential areas 4 Drainage Considerations* There are three major drainage features existing on the site The site is mostly flat with slight slope from south to north Two ditches exist on the side property lines with the third feature being a wetland drain from the west side to approximately midline of the north side A 36" concrete pipe under Village Road carries the drainage across the roadway and into an existing drainageway to Sturgeon Creek The road and parking areas will be bounded with curb and gutter to curb inlet collection basins The curb inlets will be piped to two entrances into the forebay of the wet detention basin Both of the entrance pipes to the basin will be 18" diameter The runoff from the buildings will be directed into the collection system and sent to the basin The basin is sized to provide sufficient runoff capacity filtration for the entire allowable impervious area The wet detention basin is to provide detention of the pre -construction and post -construction runoff difference and meet the 90% T water quality requirements The amount of retention was based on the Type Ill rainfal distribution of the 25 year, 24-hour storm Calculations are provided East Point Homes Lincoln Place Apartment Complex. October 2005 Oct 05 05 01:03p Rae Pc 19102512208 1p 4 t 5 Erosion Control Considerations The following erosion control measures are used on this protect 1 Temporary Gravel Construction Entrance/Exit To prevent sediment from leaving the site, temporary gravel construction entrances should be installed where the access road enters the site and instersects with Village For dimensions and specifications, see construction details 2 Land Grading The existing slope of the site is from south to north towards the front of the parcel Most of the disturbed areas on the site will sheet flow to the existing drainage patterns on the site 3 Silt Fence Silt fence should be installed prior to clearing and grading activities Silt fence should be checked routinely If needed, silt fence should be cleaned and replaced if damaged See Construction Detail for dimensions and specifications 4 Wet Detention Basin A wet detention basin will be constructed for long term runoff pollutant control, and this area will be used as a sediment basin during construction Outlet control structure with rip rap energy dissapator will be installed when basin is excavated and 30' sodded vegetated filter will be placed after the rip rap to provide additional filtering prior to discharge into the existing wetland 6 Construction Schedule 1 Obtain plan approval and other applicable permits 2 Hold pre -construction meeting at least one week prior to beginning construction 3 Install temporary construction entrance/exits 4 Before clearing and grading of the site, install silt fencing, detention basin with outlet structure, and clean and replace as necessary 5 Begin clearing and grading of the site 6 Install storm piping 7 Install new roadway S Sod/Seed, mulch, and tack immediately to establish proper vegetation 9 All erosion and sediment control practices will be inspected weekly and after each rainfall event Needed repairs will be made immediately 10 After the entire covered area is stabilized, all temporary measures will be removed and permanent vegetative repairs to be completed East Point Homes Lincoln Placc Apartment Complex October 2005 0-ct 05 05 01:03p Rae Pc 19102512208 7 Vegetation Plan 1 After complete stabilization of the entire covered area, top cover soils will be roughened by making 1"-2" deep grooves perpendicular to the slope 2 Spread lime (agricultural limestone) evenly over the area at a rate of 1 5 tons/acre, spread 10-10-10 fertilizer at a rate of 1000 lb/acre and Incorporate into the top 6° of soil 3 Loosen surface prior to applying seed 4 Broadcast seed at recommended rates 5 Rake seed Into the soil and lightly pack to establish good contact 6 Mulch with 4000 lb/acre grain straw or equivalent and anchor by weighted farm disc set nearly straight or other mulch anchoring tool 7 Mow as needed and refertilize in late winter or early spring by topdressing with 10- 10-10 fertilizer 8 Graded surfaces shall not be exposed without grass coverage for more than 15 days If grades are not complete and exposure is more than 15 days, temporary seed with rye grain at 50 lb/acre 8 Maintenance Plan 1 Contractor shall maintain all sedimentation and erosion control devices during construction 2 All devices shall be checked after each rain event and weekly Repairs shall be made Immediately when detected 3 Any deficiencies shall be brought to the immediate attention of the Engineer Seed Types and Application Rate / Schedule Temporary Seeding Grass Tyee Amount 11000 SF Time of Seeding Initial Rye Grain 1-2 lbs Nov —Jan 25 lbs 10-10-10 Brown Top Millet 1-2 lbs June— Aug25 lbs 10-10-10 Permanent Seeding East Point Homes Lincoln Place Apartment Complex October 21305 P 5 Oct 05 05 01:03p Rae Pc 19102512208 p.B Grass Type Amount Time of Initial Fertilization ! Fertilization / Fertilization / 11000 Seeding 1000 sf 1000 sf 1000 sf sf Maintenance Maintenance maintenance Burmuda, 1-2 Ibs Apr — 25 Ibs March -April Each 4-8 Aug -Sept Common June 10-10-10 12 Ibs Weeks 12lbs 10-10-10 1-2 Ibs N 10-10-10 Fescue, Tall 5-7 Ibs Sept — 25 Ibs Feb -March May & Dec Sept -Oct (Kentucky Oct 10-10-10 12 Ibs 'lx to 1 Ib n 12 Ibs 31) Feb — 10-10-10 10-10-10 Oct Sencea 1-2 lbs March — 25 Ibs Feb -March '/z to 1 lb N NIA Lespedeza Apr 10-10-10 (Slopes ** Bermuda Sod Where shown on the plans END OF PLAN East Point Homes Lincoln Place Apartment Complex October 2005 Oct 05 05 01.03p Rae Pc 19102512208 p.7 TopoZone - The Web's Topographic Map Page 1 of 1 -fopozone r I Jvhvwn � � T� 1 Chapel III L Trailer ��-tr/ Park_ 'I 1 S Rit7� F • ► Tas f/ ant 'a ,^ �� �. y. 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