Loading...
HomeMy WebLinkAboutSW8940916_HISTORICAL FILE_19941011 STORMWATER DIVISION CODING SHEET POST-CONSTRUCTION PERMITS PERMIT NO. SW8 DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD State of North Carolina Department of Environment, Health, and Natural Resources Wilmington Regional Office James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson Jonathan B. Howes, Secretary Regional Manager October 11, 1994 Mr. W. Chris Stephens, Vice President Landmark Developers, Inc. 5022 Wrightsville Avenue Wilmington, North Carolina 28403 Subject: CERTIFICATION OF COMPLIANCE with Stormwater Regulations Stormwater Project No. 940916 Summerlin Falls New Hanover County Dear Mr. Stephens: This Certification is pursuant to the application for Summerlin Falls received on September 16, 1994, with additional information received on October 6, 1994. Staff review of the project plans and specifications has determined that the stormwater control system as proposed for Summerlin Falls will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1003(i). The runoff from 344,600 square feet of impervious surface area will be treated in a detention pond sized to achieve 90% reduction in Total Suspended Solids. Any modification of the plans submitted to and approved by this Office or further development of this site regardless of the fact that the modification may be less than 1 acre, will require an additional Stormwater Submittal/Modification and approval prior to initiation of construction. Modifications include but are not limited to; project name changes, transfer of ownership, redesign of built-upon surfaces, addition of built-upon surfaces, redesign or further subdivision of the project area. This Certification shall be effective from the date of issuance until rescinded. The project shall be constructed and maintained in accordance with the plans and specifications approved by the Wilmington Regional Office. This Certification does not supersede any other permit or approval. The developer is responsible for obtaining any and all permits and approvals necessary for the development of this project. This could include the Division of Coastal Management under CAMA requirements, the Division of Environmental Management under Wetland 401 Water Quality Certification and/or a Dredge and Fill Permit and/or a Sewer Extension/Collection Permit, U.S. Army Corps of Engineers 404 Wetland Permit, NPDES Stormwater Permit if disturbing five acres or more, local County or Town Agency permits under their local ordinances, or others that may be required. 127 Cardinal Drive Extension, Wilmington, N.C.28405-3945 • Telephone 910-395-3900 • Fax 910-350-2004 An Equal Opportunity Affirmative Action Employer `1S Summerlin Falls October 10, 1994 Stormwater Project No. 940916 --------------------------------------- A professional engineer must certify that the stormwater system has been installed in accordance with the approved plans and specifications upon completion of construction. The attached certification should be received by this Office within 30 days of completion of construction. The detention pond must be constructed in it's entirety, operational for it's intended use, and permanently vegetated prior to the construction of any impervious surfaces proposed as a part of the project, except roads. If you have any questions concerning this matter, please call Steve West or me at (910) 395-3900. Sincerely, Dave Adkins Water Quality Supervisor DA/BSW: S:\WQS\STORMWAT\CERTIFIC\940916.00T cc: John A. Kuske, III, Andrew & Kuske Consulting Engineers, Inc. Sky Conklin New Hanover County Inspections Jim Craig, New Hanover County Bradley Bennett Linda Lewis Wilmington-Regional-Office Central Files DIVISION OF ENVIRONMENTAL MANAGEMENT PROJECT DATA Project Name: Summerlin Falls Project Number: 940916 Location: New Hanover County Applicant: W. Chris Stephens Mailing Address: Landmark Developers 5022 Wrightsville Ave. Wilmington, NC 28403 Submittal Date: September 16, 1994 Water Body Receiving Stormwater Runoff: Unnamed tributary to Bamards Creek Classification of Water Body: Class "C-Sw" If Class SA, chloride sampling results: N/A Pond Depth: 7.5 feet Permanent Pool Elevation: 20.7 feet MSL Total Impervious Surfaces Allowed: 344,600 square feet Offsite Area entering Pond: 0 square feet Green Area entering Pond: 393,960 square feet Required Surface Area: 10,091 square feet Provided Surface Area: 10,100 square feet Required Storage Volume: 34,347 cubic feet Provided Storage Volume: 36,047 cubic feet Temporary Storage Elevation: 23.6 feet MSL Controlling Orifice Type/Diameter: 2.5 inch diameter pipe 1� I WET DETENTION POND EVALUATION 1. Yes No The design storage is for the runoff from all impervious surfaces resulting from 1-inch of rainfall and is located above the permanent pool. 2. Yes No The permanent pool is designed for 90% total suspended solid (TSS) removal. Therefore, no vegetative filter is required. 3. Yes No The runoff completely draws down to the permanent pool in 5 days, but not less than 2 days. 4. Yes No The mean depth of the permanent pool is a minimum of 3 feet. 5. Yes No The inlet structure is designed to minimize turbulence and short circuiting. 6. Yes No An appropriate operation and maintenance plan has been provided for the system. 7. Yes No THIS PROJECT MEETS THE STORMWATER CONTROL REQUIREMENTS OF 15A NCAC 2H.1003 (g), (i), (k), and (1) (For Yes, 1 through 7 must all be highlighted Yes.) Brief Explanation: This detention pond is designed to remove 90% total suspended solids without the aide of a vegetative filter. DIVISION OF ENVIRONMENTAL MANAGEMENT SIGN-OFF Wilmington Regional Office n Date Individual Evaluating Form/Plans Q / ICJ-I3- 1 `t'I' I Date Reg' 1 Water Quality Supervisor cc: W. Chris Stephens Bradley Bennett Linda Lewis Wilmington Regional Office Central Files ' Summerlin Falls New Hanover County Stormwater Project No. 940916 Engineer's Certification I, , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of the project, (Project) for (Project Owner) hereby state that, to the best of my abilities, due care and diligence was used in the observation of the project construction such that the construction was observed to be built within substantial compliance and intent of the approved plans and specifications. Signature Registration Number Date A&K #94059 DIVISION OF ENVIRONMENTAL MANAGEMENT DENSITY ENGINEERED X PROJECT DATA Project Name Summerlin Falls Location (County,Township/Municipality, Address,State Road) George Anderson Drive, Wilmington NC Owner's Name Landmark Developers Inc. Mailing Address 5022 Wrightsville Avenue Wilmington, NC 28403 Phone Number 910-392-7201 Submittal Dates September 1, 1994 Brief Description (include map and appropriate drawings)_80 unit single family residential develg� nent Name of Water Body Receiving Stormwater Runoff Doctor's Branch Classification of Water Body C—SW If SA waters, engineered system, and distance is <0.5 miles, attach report of chloride sampling results mg/I State/Federal Permits/Approvals Required (Check appropriate blanks) CAMA Major Sedimentation/Erosion Control X 404 Permit DEM/DNS Sewage Disposal X Other (Specify) CALCULATION OF BUILT UPON AREA Built upon area means that portion of a development that is covered by impervious or partially pervious cover including buildings, pavement, recreation facilities, gravel, etc., but not including wood decking. If the project includes areas draining to different water classifications, please note them separately below. Subwatershed Subwatershed Classification C_SW Built upon area 322,860 SF Total Project Area 738,560 SF % Built upon Area 43.71% Allowable B/U Area 30% Is the Project B/U Area 5 the Allowable B/U Area? No Of no, an engineered system is required.) % Built upon area = (built upon area / total project area) * 100 Built upon area limits for projects to meet density: SA waters --- 25%, Other ---30% _ Office use only STORMWATER COLLECTION SYSTEM ff � jljgy1� � Describe how the runoff will be treated collected and routed through E pp E � u I nl stormwater pond U sEP 15 1"4 DEM �IzoJ SWF g4CRl(o BUFFER AREA Is the built upon area at least 30 feet from mean high water of all surface waters? Yes If no, please provide a description (Note: Only boat ramps, public roads, public bridges, and walkways to water related facilities are allowed within 30 feet'of the mean high water line if the project is intended to meet stormwater control requirements through density limits.) DEED RESTRICTIONS AND PROTECTIVE COVENANTS By my signature below, I certify that the recorded deed restrictions and protective covenants for this project shall limit the allowable built-upon area per lotto 322,860 square feet inclusive of right-of-way, structures, pavement, walkways or patios of brick, stone, or slate; not including wood decking, state that the covenants will be binding on all parties and persons claiming under them, that they will run.with the land, and that benefits may be enforced by the State of North Carolina, therefore, the covenant cannot be changed or deleted without consent of the State. ` CERTIFICATION 1, W. Chris Stephens, Vice President certify that the information included on this submittal form is correct, that the project wil be constructed in conformance with this information, and that to the best of my knowledge, th r osed proje plies with the requirements of 15 NCAC 2H.1003 (b). I authorize the pe or r o submit stormwater plans op my behalf, and agree to abide by the deed Icti [em n[ e. /�q Owner's Signature Da Provide authorized person or firm name and address below: Andrew 9 Kuske Consulting Engineers, Inc. 202 North Fifth Avenue Wilmington, NC �228,40011 J I, v0he s////1�1 a Notary PublicfortheStateof Ae,-71 County of lflew 11"ell< do hereby certify that k, Lq/I[//f 5 e A f personally appeared before me this d 9l:' day of wgGlJT , 19_9�1 , and acknowledges ft.dye execution of the foregoing ins ument. Witness my hand and official seal, ;f: D. SM/ commission expires �y S 'OU B DIVISION OF ENVIRONMENTAL MANAGEMENT SIGN-O yq OVER •., N � , Regional Office Date Individual Evaluating Forms/, s Date Regional Water Quality Supervisor cc: Applicant/WiRO/Bradley Bennett/Central Files LETTER OF TRANSMITTAL ANDREW & KUSKE CONSULTING ENGINEERS, INC. Dn �o �0 9� .TDB N0.9¢Q� 202 North Fifth Avenue ATTENTION STE !/ WEST Wilmington, North Carolina 28401 SUBJECT: Telephone: (910)343-9653 ,PEvilE p /✓o e� s L John R. Andrew, P.E. �ooc Goi./rOc�/� on/ J. A. Kuske, P.E. TO: /VC zleFlYI//2 - o/yxf/nn/ of FAX NUMBER 910 -343-9604 - ��/y/,E'o�c/r��tii '9G TOTAL PAGES SENT: Please call 910-343-9653 should you have difficulty receiving. WE ' ARE SENDING YOU Attached ❑Under separate cover via the following items: ❑Shop Drawings ❑ Prints ffplllns ❑Samples ❑Specifications ❑Copy of letter ❑ Change Order ❑ COPIES DATE NO. DESCRIPTION --------------------------- NORTH cAROLINA ENVIRONMENTAL 0 MR 0 1�0 MANArr= F Tr ne v,u I ISIONUFENVIRONPAENTALfdANAGE,VENT � ����� THESE ARE TRANSMITTED as checked below: SI0rTWaier Cedjficeti0n N0. `1 y o j(� For approval ❑ No exceptions taken ❑ Rejedted --See Remarks ❑ For your use ❑ Make correctionsnoted ❑ Returned for corrections As requested ❑ Amerid-and resubmit`_ ❑ Return._ corrected Or B Foi review and comment ❑0-FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US . REMARKS: oi�. rF 2EviEc/ Tt/f _ Fo.� �f✓.�..�oci-�G �GE�J� G'ct���GT t� r/i77f U .. c c : Signed: LETTER Or'"TRANSMITTAL ANDREW do KUSKE � k I DAT /O S JOB N0. 9�S91 CONSULTING ENGINEERS, INC. 202 North Fifth Avenue OCT 0 o 1994 AT I LNTIO B STEvci✓ k/EST Wilmington, North Carolina 28401 SUBJECT: Telephone: (910)343-9653 Svr9rlEiCL/N �,gG� John R. Andrew, P.E. J. A. Kuske, P.E. GiTy Coi 7i�JEivTS DEM TO: 1\4 6E1`11V.P Piero TEC7' /1/V, FAX NUMBER 970 -343-9604 TOTAL PAGES SENT Please call 910-343-9653 should you have difficulty receiving. WE ARE SENDING YOU Attached ❑Under separate cover via the following items: ❑Shop Drawings ❑ Prints 91plIns ❑Samples ❑Specifications ❑Copy of letter ❑ Change Order COPIES DATE NO. DESCRIPTION 3 ,eEv/.r.Ev P�-¢n/ s/SECT c- i .�yn/,D .pEv�sED Pc.�.�/ Si`/EcT c- 6 L�c✓E,eEp ciTc�-T ST/�ciGTz/CZVZ�, — LoGJE�EA FLoo/ �'ovL 70 (o ooL To 20, -7 L-vr.�EeEd 07-7 / Z / SET o� ,eEv/fE STr2, gze Gc5 THESE ARE TRANSMITTED as checked below: �or approval ❑ No exceptions taken ❑ Rejedted --See Remarks For your use Make corrections noted ���� ❑ ❑ Returned for corrections - L47As requested ❑ Ameri&and resubmit' Return . corrected prints Oro r review and comment ❑ .❑FOR BIDS DUE - 19 _ ❑ PRINTS RETURNED AFTER LOAN TO US . REMARKS: �ra.� fJ/J//2�(i�lZ PGE E comet/Ti9CT J- LrJ/Th' i¢n/ `f Ql/E.r7'7on..�J'• p Cor^�/r� iyT�' S�bC/ wI�-`� cc : ., Signed: LETTER OF TRANSMITTAL ANDREW ar KUSKE CONSULTING ENGINEERS, INC. DATE 9�Z9 94 JOB No. 9�s 1 202 North Fifth Avenue -- ATTENTION ���� B STF Wilmington, North Carolina 28 1 SUBJECT: Telephone: (910)343-9653 IS F P J SvrlrlEeLin/ F��LJ i7Tor✓�ft John R. Andrew, P.E. S i"7/TT L J. A. KU9RF, ?'.E:' / C CT NO TO:. Ale OEHIV - 61 VLS/on/ of / FAX NUMBER 910 -343-9604 Ei�ri/,PoN�JEnOT�fL TOTAL PAGES SENT: Please call 910-343-9653 should you 7 have difficulty receiving. WE ARE SENDING YOU Ll Attached ❑Under separate cover via the following items: ❑Shop Drawings ❑Prints 0KIns ❑Samples ❑Specifications ❑Copy of letter ❑ Change Order �E✓/f�/J LffLL uL COPIES DATE NO. DESCRIPTION 3 SETs O� RE�//SE PG�fiVI o.e .eE(//Ec✓ EO�M�ivTj .CAE [// E v GE EGEC.i �n..cJ- fET OF .EEv/l6 G L _ciL 770.E Gf it/GLciO/i✓G- Foc�,c 4v/c0/niG.J' tiJ/TH /ti/p7v/,V u�7G P�f T/cal' �t�%J THESE ARE TRANSMITTED as checked below: Coc�/2 T 5/�26, For approval ❑ No exceptions taken C) Rejected ---See Remarks ❑ For your use (] Make corrections noted ❑ Returned for correcti ons (O/As requested (3 Amerid-and resubmit ❑ Return._ corrected prints ❑ For review and comment O ❑ FOR BIDS DUE 19 O PRINTS RETURNED AFTER LOAN TO US REMARKS: _ PLE/�,IE .2Ey�6a,/ 'Ttfc! %.y�o/tr'��f�Jo�/ Fo.0 /fooeo��C /t�✓D Lo.vT/�cT v/ [✓/TN A�/'� ls�ciE/77o1�c1 O—� bn/ '77/iS P.2oT6GT cc : Signed-. —= Andrew & Kuske John R. Andrew, P.E. J. A. Kuske, P.E. CONSULTING ENGINEERS, INC. J. Phillip Norris, P.E. SEP 1 y LJ September 15, 1994 : Ms. Linda Lewis, Environmental Engineer NC DEHNR-Division of Environmental Management 127 Cardinal Drive Extension Wilmington, NC 28405-3845 Re: Summerlin Falls Wilmington, NC Stormwater Management Plan A&K Project No. 94059 Dear Ms . Lewis: Enclosed are three sets of plans for the subject project, calculations, a stormwater maintenance schedule, and the appropriate Division of Environmental Management stormwater application. We have submitted the erosion control plan to New Hanover County for approval . Please review this information for approval and contact us with any questions or comments you may have. Thank you for your assistance on this project. Sincerely, ANDREW & KUSKE CONSULTING ENGINEERS, INC. John A. Kuske, III , E.I.T. JAKIII/sbs enclosures cc: W. Chris Stephens 95059-1 202 North Fifth Avenue Wilmington, North Carolina 28401 Telephone: 910/343-9653 Facsimile: 910/343-9604 P.O. Box 2889 Shallotte, North Carolina 28459 Telephone: 910/754-5900 Andrew & Kuske John R. Andrew, P.E. Da'k ' 0-- 3 J. A. Kuske, P.E. CONSULTING ENGINEERS, INC. S!ornmter No—a_4aq I_G. J. Phillip Norris, P.E. STORMWATER MAINTENANCE SYSTEM MAINTENANCE PROCEDURES SUMMERLIN FALLS A&K PROJECT NO. 94059 TOT S 10 b1i"ilz� i d Y,i .& 1. RESPONSIBLE PARTY A. The project will be built and maintained by: Landmark Developers, Inc. SEP 1 5 1994 5022 Wrightsville Avenue D E M Wilmington, NC 28403 PROD I J40 910-392-7201 2. DETENTION POND AND COLLECTION SYSTEM A. The detention pond will be checked after every major storm event to insure that the outlet structure is working properly and is not clogged with debris. Remove any accumulated sediment or debris. Any signs of erosion or deterioration of the pond side slopes or any other feature must be repaired before the next storm event. B. The depth of the pond will be checked every six months to determine the depth of the permanent pool. The pond will be cleaned out when silt deposits reduce the depth of the permanent pool below 5.63 feet. C. Collection basins and piping will be checked every six months and kept clear as necessary. 3. CERTIFICATION The o e will su to the Department of Environment Health and Natural Resources an Jt with;s e cl e sto ater facilities were constructed in acc rdance approved Eingi .Eng' plan s"i date i ature title NOTARY'S CERTIFICATION State of 41,o -x'/N arz11,,7,,n County of 111AI I -Agho e), '5'-;1jX , a Notary Public in and for the State and County aforesaid, certify that Al, 5-lqej<K4— _, personally appeared before me this day and acknowledged the due execution of the foregoing instrument. ........... WITNESS my hand and notarial seal, this the R ?Y1 day of P 14 F4, My Commission Expires: T 4 a d1f. 99 Notar)yPuVl�jU 202 North Fifth Avenue Wilmington, North Carolina 28401 Telephone: 910/343-9653 Facsimile: 910-343-9604