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HomeMy WebLinkAboutSW8960309_HISTORICAL FILE_20150911STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT. NO. DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE, TTT � Corporations Division Page 1 of 1 North Carolina Elaine F. Marshall DEPARTMENT O1= THE Secretary SECRETARY OF STATE nr ds PO Box 29822 Raleigh, NC 27626-0622 (919)607-2000 Account Login Click Here To: Register View Document Filings File an Annual Report Print a Pre -Populated Annual Report form Amend a Previous Annual Report Corporate Names Legal: . Wilmington Materials, Inc. Prev Legal: Wilmington Sand 8 Gravel Co., Inc Business Corporation Information Sosld: 0170460 Status: Current -Active Annual Report Status: Current Citizenship: Domestic Date Formed: 7/11/1985 Fiscal Month: December State of Incorporation: NC Registered Agent: Royster, David W III Corporate Addresses Principal Office: 3612 Hwy 421 N PO Box 209 Wilmington, NC 28402-0000 Reg Office: 3612 Hwy 421 n Wilmington, NC 28402 Mailing: P O Box 209 Wilmington, NC 28402 Reg Mailing: PO Box 209 Wilmington, NC 28402 Officers President: David W Royster , III P O Box 209 Wilmington NC 28402 Secretary: James B Taylor P O Box 209 Wilmington NC 28402 Stock Class: COMMON Shares: 100000 Par Value: 1 http://www.secretary.state.nc.us/Search/profcorp/4652040 9/11 /2015 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 Wilmington Regional Office June 5, 2003 Mr. Cameron Edwards Edwards Rentals PO Box 15549 Wilmington, NC 28408 Subject: REQUEST FOR STORMWATER MANAGEMENT PERMIT APPLICATION Wilmington Materials Processing Area Stormwater Project No. SW8 960309 New Hanover County Dear Mr. Edwards: On June 2, 2003, the Wilmington Regional Office received a copy of a Sedimentation & Erosion Control Plan for Wilmington Materials Processing Area. 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 2H.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 6, 2003. 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)-395-3900. Sincerely, Linda Lewis Environmental Engineer RSS/arl: S:1WQSISTORMWATISTORMSUB1960309.03Jun cc: Tony Roberts, New Jason Dail, DCM Linda Lewis Central Files Hanover County Building Inspections 1P WIT N.C.,Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 (910) 395-3900 Fax (910) 350-2004 Customer Service 800-623-7748 Beth Easley Wetherill, C.P.E.S.C. Soil Erosion Specialist MEMORANDUM Date: To: From: Re: NEW HANOVER COUNTY Engineering Department 230 Market Place Drive - Suite 160 Wilmington, North Carolina 28403 TELEPHONE 910-798-7139 1 S I() Linda Lewis N.C.D.E.N.R. Beth E. Wetherill Soil Erosion Specialist Sedimentation and Erosion Control Plan Grading Permit # 9 6 - ` /o 1�� e,v �Stia�- -3 The attached plans have been submitted for approval to New Hanover County. If you have any questions, please contact this office. BEWIaj Attachment cc -1 Cr -� ENGINEERING &FACILITIES APPLICATION FOR PERMIT FOR A ,RAIVO N"�OrE;�oG LAND -DISTURBING ACTIVITY ,-�File Number UNDER THE CONDITIONS SET -FORTH BY \P� • THE NEW HANOVER COUNTY Fee Paid SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE �0-Von ,x`"� Date Applicant: fi6Au6C Applicant's Agent: Address: .icy, 5 Address: r-JL. Telephone Number: 0 q i - 53 q 4 -tee ce Total Acres of Land Disturbance: 23cLcn�a Telephone Number: Purpose of Development: y CaQa i¢� 0aq,.4.jL Location and Description of Land Disturbance: SQ-.iF-i CycyWr�•K+/"r�� _ _ �. STATEMENT OF FINANCIAL RtSPONSIBILITY Land owner(s) of Record Person or firm(s) financially responsible for the land -disturbing activity. If not a North Carolina resident you must have a N.C. agent (List Below) Name: TN-&O(, Name: ��,n� �j ;_T� t Address: L. a,,-. LAddress: A0. 80< s� `�..nncnc�-ca�,� NZ Z�rEa�j 1i�7 : �y�'ti •�1,� � fn� �- ����� Telephone Number: LOA `QO `b-3Z �3 Telephone Number: Lo-2 5142U Location of deed(s) or instrument(s): County Book Page The above information is true and correct to the best of my knowledge and belief and was provided by me while under oath. (This form must be signed by the financially responsible person if an individual and by an officer, director, partner, attorney -in - fact, or other person of authority to execute instruments for the financially responsible person if not an individual.) I agree to provide corrected information should there be any change in the information provided herein. Date: f Name (Type or Print) �s Title: 01,11-1 Signature: Feo e , a Notary Publid of the County of State of North that Oqi-C3 i-,►-0$1 �cfr��S � appeared personally before me this day and be- _ -.�. r1111488 8 L1G U ed that the above form was executed by him, h� m Witness my hand and notarial seal, this day of o oo Notary 0Q My commission expires p --- -- S f rwC'A/ISA"ICA- (T4 P) "Acerb a�- `rt� + r � r � 4 cco u 9 IZI,38 G r r � JI � � I 1 r i r 3�o`sO a G -1-V rj p' V-Aj ( bu, b a 0 DDEC 312002 ENGINEERING DEPARTMENT. FAN2 2002 ENGINEERING DEPARTMENT X01CAo„l -C6 (o-q rr.W 4t 0 APPLICATION FOR PERMIT FORA �,,r,!� fNCe�4l�vcli2�z� ENGINEERING & FACILITIES K �w ,/ir�Z"r M per, :���y�OYfR COGif� LAND -DISTURBING ACTIVITY /� ber Ne&;UNDER THE CONDITIONS SET -FORTH BY � C yago,� THE NEW HANOVER COUNTY Fee Paid SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE izI!l���( Date ��°FkoRtK�'a Applicant: Applicant's Agent: Address: o, tZ Address: Telephone Number: LaLA } Z<I - 'Sb3d -SCE Total Acres of Land Disturbance: - Location and Description of Land Distu Land owner(s) of Record Telephone Number: Purpose of Development: _62gjt ,A,_ omi _ STATEMENT OF FINANCIAL RESPONSIBILITY Person or firm(s) financially responsible for the land -disturbing activity. If not a North Carolina resident you must have a N.C. agent (List Below) Name: 50� l_L _ Name: _ Mtn 4M4 Address: �.D. I2zcf . Address: t��ivk�Mrr�.I cr^ Z EbZ 1ti�L. r-s . Telephone Number: Telephone Number: o) ZC'{ - Sh3a Location of deed(s) or instrument(s): County p,)C � Book Page The above information is true and correct to the best of my knowledge and belief and was provided by me while under oath. (This form must be signed by the financially responsible person if an individual and by an officer, director, partner, attorney -in - fact, or other person of authority to execute instruments for the financially responsible person if not an individual.) I agree to provide corrected information should there be any change in the information provide" ere'n. Date: _ tzl��� az _ Name (Type or ri Title: _. _ tA_4j�4it1.t_ _ Signature: a N ary Public � o�f,tJ� County of ," 1_k �` "_tate of North Car at - ZZ appeared personally before me this day'and be - in ed that the above form was executed by him. rn �► Witness my hand and notarial seal, this day of lam.- , 19 a Q 0 2-- `LIC �q �.Notary CNYI y0 RG�)� 05A) 710`J My commission expires 064 00 �'►��g Z# . 41 x q� o ro �. M � w 1 1p D L' I � 7E�• �ZaSB '1+� o6'aS� 1 I � ♦ � 3� �f2 H VQ Q f 3'',40S oa- j" n waft 7412 ro,y yb-mv ilwvs �l t 1. All erosion and sediment mntrol practiors will be dleckod for stability and operation following every runoff -producing camfill, but in no care, less than once every week. Any needed repairs will be made 4 mcdiately to maintain all prrctitrrs as designed. 2.' All construction cnammi es will be perk dimly top4msmd with an additional 2 inches of #4 stone to maintain proper depth Any sediment that is tracked into the street will be k mlcdiatdy removed. 3. Srdiment will be reraovrd hum the sodimeru trap and block and prod Wet protection device when storage capacity has been approieumtdy 50% fined. Cravd will be deantd or replaced when the sediment pool no longer drains Plnperiy. 4. SuRnwrit will be removed f um beldixt the sediment fence when it becomes 0•S feet deep at the fence. -171e sedia►e:u fence will be mpaixed as neaessasy to mantain a barrier. Silt fence stakes will be spaced 6 feet apart unless a wire backing n used with 8 foot stake spacn& S. 1he sedbuent basin will be deaned out when the level of sediment ma acs 2-0 feet below the top of the riser. Gravel will be de2nrd or replaced when the stdimcnt pool no longer drains properly. 6- AU seeded areas will be fatnized rexedod as neommuy, and amMied m=rding to epaci&ntions in the vegetative plan to u►alnum a vigorous dcuse v'.8dative mver, '17ON NOTES All disturbed areas will be stabilized within 15 days of rose a(AU phase of activity. This includes slopes, swales, stockpiles and any other ansrabilizod arras. 6.06 1'eat-0Iet slmdardr urdSpedjk4 m Defly fion w�areloaraarpadiocyedakDoiarswde+a+ebiclwwrradtasaaoo.- taz�inn � Purpose II ra Dto.ida a LOQgr rn "h- V iidq — &V dal arced and m imm b and b X0 P "C XMk b WMat sxasim fraaq � r0�: C�}]nclitloru Where Practice Applies wnac.a�*Mbt ,;S. �� �. a rm:. V Go=P. Rd au..ile arr�CLam,rliporl.n+a6w.w ii�oir�.t�c Design Criteria.;, � bchcs OumlmwA $ V1dlk i?rLL a Wmmm or Gdl wi&b at an potatl o[dta vtt►iratar Ie� arch •alick6aor it peatq k brad C'dVA 10 Lmk >t &MO fmb nor�a �f I MPM6.06.EAvoid -Ax "w �•P fcadrA aced wr<aaca at rros is Puplir: sods. a.aa. Gr,ril.,r,.A,rd r-.p...dr.a r.. t.mt�, aawr.,rd,r,t ti.aas.a 1.. Vaswcc), r ,L�c.rw•� o �� r �Drp� o� w�Tt.r4�S �-- 3ti O-64 t" L NKL-C DF Ar,<uL0AMCf �- SxtS-rn.rla Z-a'J_fO K_ t..t.JrL .. 51 t`-i r-"Ltf. k 0, W -_rO-T/L_ &iAr 4o,m pad Sfa+datds.aarsp�s 4 Tabie .11o SMd>np 1 &SM ror. C.*n sbW. 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(arLltt.r b P *11 bd oat --,L L g_d. .+oil aaukp bare you 4o- m.dlar.y, an0 roaa.d Poor aqM. wih 4n aama macro b ur 1,L 1RW-t b A*.Wx &M lortlognia.t na.o, Tabr& 8.10a Tamporory Uedino iiaagolm.gdatlons for t ate wren ralw E"Sprino S•idkto uAdur► Gpeclu Ms ) tbwlt20 Anal Mtp.d " 0", b P6*wm and Cam- Prk Khan in Vaxlains) so ��zaWiendmadmdMmPawrrsawitOctbUVAd s..dlna paW - MWmftko�250 JC Fok 15-11ay 16 r Below 2Sw x Fob. 1-ktay t Pb mamt—lAa.1- Lby r ComW PW&—o.n 1-Ayr 1ti &oU atnarldtgattta rctov, rammmnModnasol.aiiapaor.ppytZ.000b+am.gtarrl �ra� rural ial.slorla and 75q bhcr.10-10-10 r.n+Tar. ado Apply 4"0 boar. ace.. Axim sbaw by bKkl+u wh am*wk +.mac. a.ad as a .u.kA Awkwilav qy WlrttenanC+ Fi.l-u'iira i Wowll k treat July aApuar. AO.aa0.dArW mulct.ir m.dw.y la y maw arotw4smapa. �JtScorJ � Z - a- e� (7,Zcl L� L L 1M t t "L JAI 1 7 2003 IL f � i ENGINEERING DEPARTMEN irf•i%1t;�E�'� i f� P ervav s ew 2� 130; & So s-F 4, - ' l30D ; 4'5 vo 255r ► 1 . Ci r' - -- - Area �ir37`zcl ffy5 So.S-� ' I I � ZCp50 sf Z7CoD � +. If 355 E EZ ¢seos� 60 5;cr " s5(P5 CvCo30s-� w{r fir �1 -7 cYr-sf f� zop hr .�' cGJ �c��r 1 7a�hr. �hr P� c �l �fe f2sfer . 4�-am r c— z�1 pl^1.�J 1 N CEO .CF 2SSCrrir'n ! u ,r 0 Andrew & Kuske CONSULTING ENGINEERS, INC. 202 North Fifth Avenue Wilmington, NC 28401 LETTER OF TRANSMITTAL John R. Andrew, P.E. J. A. Kuske, P.E. J. Phillip Norris, P.E. Telephone: 910/343-9653 Facsimile: 910/343-9604 To: ,.( , /� (� [ lnVl ILA L✓JJljl,.i� i r � ZVr. JA�1 I l Date: Job No.: O Attention: ) Subject: WE ARE SENDING YOU M—ATTACHED VIA [] UNDER SEPARATE COVER [ ] Shop Drawings (�_erints [ ] Tracings (] Specifications [ ] Disks ( j Copy of Letter FAX TRANSMITTAL: NUMBER OF PAGES INCLUDING THIS TRANSMITTAL Call 910/343-9653 if you have any difficulty receiving this message COPIES DATE NO. DESCRIPTION lam c I Fl p���4�y l]�N� T � •Ih E C E I V E A MAY 2 11996 D E PROJ # THESE ARE TRANSMITTED AS CHECKED BELOW: [] For Approval [] For Your Use [] As Requested (] For Review and Comment (] FOR BIDS DUE REMARKS: (] No Exceptions Taken [] Make Corrections Noted [] Amend and Resubmit [] Your Prints Returned After Loan To Us cc: Signed: [] Rejected -See Remarks [] Returned For Corrections (] Return — Corrected Prints CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privileged and confidential, intended for the sole use of the addressee. If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination, distribution or copying of this document is strictly prohibited. If you have received this document in error please immediately notify the sender and return to the address above. ATTACHMENT A LOW DENSITY AND SUBDIVISION PROJECTS GENERAL SUBMITTAL REQUIREMENTS l . A completed stormwater permit application. 2. Two sets of plans showing north arrow, scale, revision date, property/project boundaries, lot lines, proposed and existing contours, drainage areas, mean high water line, wetlands, easements, the 30' minimum vegetated buffer between impervious areas and surface waters, proposed impervious areas, and road cross -sections. Calculations of the build -upon area, for subdivisions, please show the methodology for arriving at the per lot built -upon area. For non -subdivision projects, please break down the calculation into buildings, roads, parking, and other (include all impervious areas). 4. Low density projects with curb and gutter will require: a. Drainage area delineation and swale locations shown on the plans. b. Detail of the swale, showing minimum 5:1 side slope. C. Velocity calculations, indicating a non -erosive flow for the 10 yr storm. d. Inlet and outlet elevations. Maximum longitudinal slope is 5%. C. The type of vegetated cover specified on the plans. DEED RESTRICTIONS REQUIREMENTS The following statements must be included for all low density projects, and for all subdivisions: No more than square feet of any lot, including that portion of the right-of-way between the edge of pavement and the front lot line, shall be covered by impervious structures, including asphalt, gravel, concrete, brick, stone, slate or similar material, not including wood decking or the water surface of swimming pools. This covenant is intended to ensure continued compliance with the stormwater permit issued by the State of North Carolina. The covenant may not be changed or deleted without the consent of the State. No one may fill in or pipe any roadside or lot -line swale, except as necessary to provide a minimum driveway crossing. For curb and gutter projects, no one may pipe, fill in, or alter any lot line swale used to meet North Carolina Stormwater Management Permit requirements. NOTE: If lot sizes vary significantly, the owner/developer must provide an attachment listing each lot number, size, and the allowable built -upon area for each lot. MAR 61 taq� "*9-!0.......... a Nla.'t1a s �, 7 �. ;� ,; � rN,� i r..w,�-..... �• .,- State of North Carolina Department of Environment, Health, and Natural Wilmington Regional Office James B. Hunt, Jr. DIVISION OF ENVIRONMENTAL MANAGEMENT Governor WATER QUALITY SECTION Mr. Phil Norris Andrew and Kuske 202 North Fifth Avenue Wilmington; North Carolina Dear Mr. Norris: March 22, 1996 28401 Resources Jonathan B. Howes Secretary Subject. ADDITIONAL INFORMATION Stormwater Project No. SW8 960309 Wilmington Materials, Inc. New Hanover County The Wilmington Regional Office received a Stormwater Management Permit Application for Wilmington Materials, Inc. on March 7, 1996. A preliminary review of that information has determined that the application is not complete. The following information is needed to continue the stormwater review: The swale you have noted on the plans will not effectively provide a bypass of the system. You have only provided an overflow which is not what the regulations require. In order to delete the bypass requirement, you have the option of showing, through calculation, that the basin can store/infiltrate the 25 year-24 hour stone without discharging. The location of the bypass swale may interfere with the routing of runoff to the pond from the extreme northeastern edge of the property. 2. Please provide calculations of how you arrived at the volume in the pond. List each contour, it's area, and the accumulated volume. 3. What is the drawdown time in the pond, assuming a full pond? 4. Provide a soils report indicating the depth to the Seasonal High Water Table. This is not the same as the static groundwater levels in the monitoring wells. 5. Is there any off -site or off -project area drainage that drains into this basin? The contours shown do not extend beyond the project limit, making it difficult to determine. 127 Cardinal Drive Extension, Wilmington, N.C. 28405-3945 • Telephone 910-395-3900 • Fax 910-350-2004 An Equal Opportunity Affirmative Action Employer Mr. Norris March 22, 1996 Stornwater Project No. SW$ 960309 ---------------------------------------------- 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 April 22, 1996, or the application will be returned as incomplete. The return of a project will necessitate resubrnittal of all required items, including the application fee. If you have any questions concerning this matter please feel free to call me at (910) 395-3900. Sincerely, Ms. Linda Lewis Environmental Engineer DAlari: S:IWQSISTORMWATIADDINF01960309.MAR CC' Linda Lewis Central Files 2 Date Design Andrew and Kuske ILSheet 202 N, Fifth Ave. CONSULTING ENGINEERS, INC. Wilmington, N.C. 28401 Of Check Job rU �n LcJ� For Job No. '�7ao5l r,J iy,�r�s /tip 5l '5;6 -PT7�1— C vvLa ISE Grp r�G�E> 5t� .GSA ✓m E ADD l a lntr; p i CirJ „J i✓ ► L.T"-T-7 vrnJ "-E-AJ- r 1 rvc �F ,vv�G dese'�' �TIJr'G�t� E cj !/0'••eln� = - % �� /[/7� G'.� � � O,C.z /A/ EivT7rGC SST F � �I SEC nJO � n/ fir? CE //CJ rJ2 T 2'7 7- !.l tit L/ $ r,-- R%0-'ii li./r✓ � �"J/LL /�oc'/L.r 60L LtZc'�-71o'j Crtir�La jc D7a ,,PV4 /r-W&/17— C�7i.�rrl,a T dr? •r.-T-t 0 lei2, r- , A-t'L /-rOleki-tE►v&f E-i2 77,7 00"J 1 7-E g50 s L 6 4"Lc� JZ ( P 44P I 20 ^s t 5 -5 4o"J.il lv;�,r— PIA 0 7 1996 �i�J 7j rTJc E G-47 /r.J I--ILT2�, Po/ OJT- D '-J S `'�'A C,gRr! 6 Y�1i=5S �s Y+�� :.� �,�j j 1' � ''� .��— ., .i .,�i'r, ' f'. •is:r� Andrew & Kuske CONSULTING ENGINEERS, INC. March 6, 1996 NC Department of Environment, Health and Natural Resources Division of Environmental Management 127 Cardinal Drive Extension Wilmington, NC 28405-3845 Attn: Ms. Linda Lewis Re: Material Processing Area Wilmington Materials, Inc. A&K Project No. 96053 Dear Ms. Lewis: John R. Andrew, P.E. J. A. Kuske, P.E. J. Phillip Norris, P.E. Enclosed are three sets of plans for the subject project, calculations, a stormwater maintenance agreement, the Division of Environmental Management stormwater application and a check in the amount of $385.00 for the processing fee. 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, ANDR &. USKE ONS LT G ENGINEELINC- Phillip Norris, E. JPN : jjs enclosures cc: Kyle McIntyre 9GOi3[,L E C E I V E MAR 0 7 1996 E rVi PRO !OD.34c( 202 North Fifth Avenue Wilmington, North Carolina 28401 Telephone: 910/343-9653 Facsimile: 910/343-9604 'F�:� I. � JIS-,.