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HomeMy WebLinkAboutSW8020927_HISTORICAL FILE_20161013STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SWW/%�ilaZ DOC TYPE ❑CURRENT PERMIT ❑ APPROVED PLANS HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE WYYMMDD Prepared by: Kutak Rock LLP 1801 Cafifornia St., Suite 3000 Denver, CO 80202 Kelly G. F?eynoldswl, Esq. Return to: First American Title insurance Company 2425 F. Camelback Road, Suite 300 Phoenix, AL 85016 Attn: Kristin Brown IIIIIIIIIII fIIIIIIII�IIIf IllIII111III a3sz6 Pe5�310- mnon13 s;Is OcIDROP B'qrunulek County, NC Reglster of Deeds page 1 a{ Brenda M. Clemnons Registrr of Deeds 10-13-2016 15:34:19,001 Brunswick County, NC NC REVENUE STAMP: $10336.00 (4502098) J jti�r J'kl�/1(`^�l'•'G}- Rev � . -K� C . Cash 5 Re(uTid, Casi S Finatice PCWPSaI dwU .ert are Feg:;:e due IC ODronii 0t01�y�ndl. . Sa `>•JCUt?51tGl;FtB�"55?VS e,fcCbvorr5�aal LIMITED WARRANTY DEED DateclT September 15`n, 2016 By and Between: STORE MASTER FUNDING ill, LLC, a Delaware limited liability company, 8501 f Princess Dr., Suite 190 Scottsdale, Arizona SS255 (Grantor) And FIRSTRUry 1. L,C. A Delaware limited liability company 350 N. LaSalle, Suite 111D Chicago, 11. 60654 (Grantee) ���rc�� 197p�5or Ex�rs�-ra -r ..�s ... ,---•:.�.--�:� .., t aR.z+:=:-..-.-:� _ .... of{'c.- , -. � xl- . - .MKT-- - _. -... -. ..... valorem taxes, fees, assessments or other liens which the Brunswick County Tax C011ector is charged with letting, lhla! ar,� a lien or.: Parcel Number as nolated by the Brunswick County Assessor's Office. This is not a certification that the parcel number matches the deed description- �— — OCT 1 3 2015 Dale P440jdlbpoi, ! Del, Tax Ooec Kutak Rock LLP 1801 California St., Ste. 3000 nenver, CO 80202 Kelly G, Reynoldson, Esq. Recording requested by and when recorded, return to: First American Title Insurance Company National Ccmmerciat Services 2425 E Camelback Road, Ste 300 Phoenix, AZ 55016 Attn: Kristin L. Brovrn STATE OF C COUNTY OF JL 9G6� f 6 E c.4S-p u � Illlllllll� Illllll1111�1111111�11�111 a3$zs �a��4m ads=;9���P Brunswick County, NC Register of Deeds page 2 of 7 LIMITED WARRANTY DEED KNOW BY ALL MEN THESE PRESENTS, that STORE MASTER FUNDING III, LLC, a Delaware limited liability company ("Grantor'), for and in consideration of the sum of Ten and No1100 ($10.00) Dollars, and other good and valuable consideration in hand paid at and before the sealing of these presents by FIRSTRUN L.L.C., a Delaware limited liability company ("Grantee"), the receipt and sufficiency of which are hereby acknowledged, has granted, bargained, sold and released, and by these presents does grant, bargain, sell and release, subject to the matters set forth on the attached Exhibit A, unto the said Grantee, the following described property (the "Property"), to wit: PLEASE SEE EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF GRANTEE'S ADDRESS: Parcel ID: 350 N. LaSalle, Suite 1110 Chicago, IL 60654 1970005012 TOGETHER with all and singular, the rights, members.. hereditaments and appurtenances to the Property belonging to or in any way incident or appertaining, including but not limited to. all improvements of any nature located on the Property and all easements and rights -of -way appurtenant to the Property. TO HAVE AND TO HOLD, all and singular, the said Property unto the said Grantee, its successors and assigns, forever. Grantor covenants that it is lawfully seized in fee of the Property and has good right to sell and convey the same. AND Grantor does hereby bind its successors and assigns, to warrant and forever defend, all and singular, the said Property unto the said Grantee, its successors and assigns, against Grantor and Grantor's successors, lawfully claiming, or to claim the same or any part 4833-9505-7718.1 STORI'lFrank Emertainmem 5200 riridgers Road, Shallcne, NC 25e70 File No: 7210le2-69.1 [8runswickICounty,llIIIIII��lllif 83$zs P8��5 r5-3a19°231NC Register of ands ry. Deeds Clenmons pgpp Pao, 3 of 7 thereof, by, through and under the Grantor its successors and assigns, but no others. AND, Grantor hereby conveys to Grantee, for the same consideration set forth above and subject to the matters of record, all of Grantor's right, title and interest, if any, in and to any minerals, oil, gas and other hydrocarbon substances, development rights, air rights, water, water rights; wastewater or other utility rights, water stock relating to the land, strips and gores, streets, alleys, easements, rights -of -way, public ways, or other rights of Grantor appurtenant, abutting or adjoining said Property. Send tax bills to Frank Theatres, LLC 1003 Indiantown Road, Suite 210 Jupiter, FL 33458 With a copy to: Firstrun L.L C. c/o Preferred Equities, LLC 350 N LaSalle, Suite 1110 Chicago, IL 60654 The Remainder of this Page is intentionally Left Blank 4833-9505-7718.1 STOREfFrank Entertainment 5200 Bridgers Road, Shallctte, NC, He 70 File No.: 7210102-E9.1 II�I�III�IIMEIIIIII IEIliI1111I11 g3s26 PaS�sn ons tg.6001 Brun sutck County, NC Register o! Deetls page q of IN WITNESS WHEREOF, the Grantor has caused these presents to be executed and sealed in its name this 12t—day of September, 2016. Signed, sealed and delivered in the presence of: STATE OF AR,Z>Jna- ) ) ss. COUNTY OF Irar,Cup0. ) GRANTOR: STORE MASTER FUNDING III, LLC, Delaware limited liability corny By: JA�- Gh Name: Titte: The foregoing instrument was acknowledged before me on September 13 2016 by C¢1r1t)-Lc.pher K. iSurbach , as E V P of STORE MASTER FUNDING III, LLC, a Delaware limited liability company, on behalf of the company. Notary Public My Commission Expires: 5-9 - la am2GE RAIDle tArinaneCovnton C'vpires2019 4833-9505-7719.1 STORF.'Fmnk Fstmaiment 5200 13ridge:. Raid, Shallutte, NC 2847C Filc Na.: 7210,02-69.1 IIII�IIIIII � Ill�i�lli�lllllilfllllll s3�?6 p�m�o�s-z9�R�F Brunswick County, NC Reoister ' Dud5a?s page 5 of 7p SC Probate STATE OF AnzomzL ) } ss. COUNTY OF 1 rCfjLk- ) Personally appeared the undersigned witness and made oath that (s)he saw the within named Grantor, sign, seal and, as his or her act and deed, deliver the within written instrument and that (s)he, with the other witness subscribed above, witnessed the execution thereof. SWORN to before me this 0:__ day of September, 2016 Notary Public for MAt? l COPi9 CCW)7 j , N r- pn �,itn,,,, ssed the My Commission Expires: signature of the person(s) executing the document NMI RALD AfrI--O ly9ros 4833-9505-7718.1 5TORRFf Lk rmeri."iim 5200 86ig— Read, Shalloac, NC 28,170 File Nu.: 7210,02-69,1 Illll�l�lll �lllilllilll�lllllllllllt a3szs ��50$m 5. nons 29' ROo Brunswick County, NC Register of Deeds pay. 6 of 7 Exhibit "A" Permitted Encumbrances 1. TaxLs for the year 2016, much are a lien, but rmt yet due and payable, and all subsequent Yeas. 2. Facts as shovm on pint receded in Plat Hook 77, Page 15, Brunswick Cot city "istry. 3. Right of fist refL,al comained in North Carnlira General Warranty Deed iocorded in Book 1637, Page 607, Brunswick County Registry. 4. Easement to All Star Fnteitainment of Shallotte, L.LC,, a North Carolina lirrrted liability rompany wit}t JohM of cd ens therein rKmded in Book 1637, Page 607, Bmnswick County RPyistry. 5. Terms, conditions and pmviskm of tease executed by Store Master Funding III, LLC, a Delaware United liability company, x Lessor and Frank rill Star TFeate-, LLC, a Florida limited liability company, as Lessee recorded in Book 3366, Page 699 , Brunswick County Rdgistry. 6. Memorandum of Action in Book 3774, Page 1041, Brunswick County Registry. 4833-9505.7718.1 STOREJFrank Emenainment 5200 Bridgms Road, Shallolle, NC 28470 File No.: 77} 0107fi9,1 I I I II II I I I I If I i l I lI lI I I !II II I III B3$26 PaS�g ono , 9. or I Brunswick County, NC Register of Dreds page 7 of ?DROP Exhibit B Property Description 5200 Bridgers Road, Shallotte. North Carolina 28470 Parcel I'. Being all of that certain tract or parcel of land containing 6.03 acres, more or less, as mote particularly described in a survey plat dated 20 August 2002, entitled "Survey For All Star Entertainment LLC (now known as All Star Entertainment of Shallotte, LL.C.) prepared by Steve M. Norris, Professional Land Surveyor, and recorded in Map Cabinet 27 at Page 15 in the office of the register of deeds for Brunswick County. North Carolina, to which plat reference is hereby made and which is incorporated herein for greater certainty of description of said property. Parcel II The beneficial rights of ingress, regress and drainage as contained in that certain document recorded in Book 1637 at Page 607, Brunswick County Registry. 4833-95DS-77i8.11 S10ZF,11:rank Fnlcrtainmcnt 5200 Bridges Road, Shallouc, NC 28570 Flit No.: 7210102.-69.1 This certlf{e5 that there are no delinquent ad valorem tuxes, fees, assessments or other liens which the Brunswick County Tax Collector is charged wit Ilecting, that are a lien on: Parcel Number as notated by the Brunswick County Assessor's Office. This is not a certification that the parcel number matches the deed drs7lpliorl. ( t) Tax Col. ! Del. Tax Spec IIIII(Illflfll�if IIIIIIIIIIIlllllll�I B3366 P0610 na�5-16' 0, su Brunack County, NC Regtster o{ Oeeds page 1 of 5 0rendd M. Clemmons Register of Duds 02-04-2013 10:14;1G.000 arunsuitk County, NC NC REVENUE STAMP: $9168,00 {#333959) To;— Refurd: C_ti 5 �_ Finance C3Portlortsnfc,sora,n32,' Leo ei o Vrw of orr, t,al ❑ DOGUMrn coma m se.0.- W4,eel 9Y DN rN lnstunen r,a; cannot ne rep ,)ducd or 0:p1ai. NORTH CAROL_INA SPECIAL WARRANTY DEED Excise Tax:'11 q, I a > Parcel Identifier No..t 12t 0�0y2, Veffied by County on the _ day of , 2013 By: Mail/Box to:-461 7�sS This instrument was prepared by: Kutak Rock LL , 18Q1 CCaiifornia Street, Denver, CO 80202 1Ct LL l kx--1i 01c3 Brief description for the Index: THIS DEED made this - 7-�— day of January, 2013, by and between All Star Land & Development, LLC 1003 Indiantown Road, Suite 210 Jupiter, FL 33458 Send tax bills to: Frank Theatres, LL+C 1003 Indiantown Road, Suite 10 Jupiter, FL 33458 With a copy to Grantee GRANTEE STORE Master Funding III, LLC 8501 E. Princess Drive, Suite 190 Scottsdale, Arizona 85255 The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as required by context. WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated in the City of Shallotte, Brunswick County, North Carolina and more particularly described on Exhibit A attached hereto. 4642-3420-6736.2 STORE1Frank Enteminment Special Warranty Deed i" Ga✓ t i'� 5200 Bringers Roaa, Snallotte, NC 28470 File No. 7210102-89.1 ..._.:_.,..:_...,_,-_:•F:,_w:_,.,w=:s,.u,-,.,'.�_-c-,-----,..r...a-...z=- ---�:�._.�-�. --'->_.=���n�....�........-_,..,.....:�-..,�s:m:.`�'-�:-�'�' ..-..G<.4+cr. The property hereinabove described was acquired by Grantor by instrument recorded in Book ZS-, Page Register of Deeds, Brunswick County. TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in fee simple. Grantor covenants that it is lawfully seized in,fee of the foregoing real estate and has good right to sell and convey the same. And the Grantor covenants with the Grantee, that Grantor has done nothing to impair such title as Grantor received, except for those matters set forth on Exhibit B attached hereto, and Grantor will warrant and defend the title against the lawful claims of all persons claiming by, under or through Grantor, other than those matters set forth on Exhibit B attached hereto. to addition, Grantor hereby conveys to Grantee, for the same consideration set forth above and subject to the matters set forth on Exhibit B, all of Grantor's right, title and interest, if any, in and to any minerals, oil, gas and other hydrocarbon substances, development rights, air rights, water, water rights, wastewater or other utility rights, water stock relating to the land, strips and gores, streets, alleys, easements, rights -of -way, public ways, or other rights of Grantor appurtenant, abutting or adjoining said property. [Remainder of Page Left Blank Intentionally, Signature Page Follows) I lIl II II I III II II I Ili I II III I I I B3 Brenda M. Cie m a�g-�� opoa Brunswick County, NC Register of Deeds page 2 of 5 4842-3420-6736.2 STORE1Fr r k Entertainment Special Warranty Deed 5200 Bridgers Road, Shouotte, NO 28-170 File No, 7210102-459.1 IllIIII11IIII II1111111111111111111111 �33s6 P0672m n14.1.6 °RD Brunswick County, NC Register of Deeds page 3 of 5 IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written. ALL STAR LAND & DEVELOPMENT, Ill a North Carolina limited liability company By: Name' o Title: State of County of I, the undersigned Notary Public of the County o a d State aforesaid, certify that of ALL STAR LAND & DEV7�LC, a North Carolina limited liability compa y, personalty came before me this day and he/she signed the foregoing instrument in his name as his act and deed. Witness my hand and Notarial stamp or seal, this day of January, 2013 My Commission Expires: -�0 2613 (Affix Seal) "a Kimberly tterditi ?,A 10 -Wss;0, * 6a8553C4 rx?lR[S:APR.20,20?3 x"+11V.h0.RCNNOTARY wm 4842-342M736 2 STORElFrank Enter lnment Special Waranty Deed 5200 Bridgers Road, Si NC 26470 File No. 72' 0102-69.1 C NotaryPublic Notary's Printed or Typed Name HIM 11IIIIIIII1IIIII III IIIIII111 Ba3s� M Cl noes ;EPROG Brunswick County, NC Register of Deeds page 4 of 5 EXHIBIT A Legal Description 5200131ridgers Road, Shallotte, North Carolina 28470 T Parcel l: Being all of that certain tract or parcel of land containing 6.03 acres, more or less, as more particularly described in a survey plat dated 20 August 2002, entitled "Survey For All Star Entertainment of Shallotte, L. LC." (now known as All Star Land Entertainment of Shallotte, L.L.C.) prepared by Steve M. Norris, Professional Land Surveyor, and recorded in Map Cabinet 27 at Page 15 in the office of the register of Deeds for Brunswick County, North Carolina, to which plat reference is hereby made and which is incorporated herein for greater certainty of description of said property. Parcel if: The beneficial rights of ingress, regress and drainage as contained in that certain document recorded in Book 1637 at Page 607, Brunswick County Registry. W2-3420 f>736.2 STORE/Frank Enlertainment Special Warranty Deed 5200 Bridgers Road, Shallotte, NC 2B470 R!o No. 7210102-69.1 ,w.:.._..,_..:..�-.sup;M�::.:c:cT,_rr�Y-:�.�.:::�.,:.-_.r._�-•-.:_�.:.-.:tn ��- rr...::rr,r-c_.L.�_.:...r.,:> z_...,...,..� 1 0.14 I II1llIIIIIIIII I ill III II II11III Brenda M. Cl n arts a.PROD Brunswick County, NC Register of Deeds page 5 of 5 EXH1131T B Permitted Encumbrances 1. Taxes and assessments for the year 2013 and subsequent years, a lien not yet due and payable. 2. Easements and any other facts as shown in Map Book 27 at Page 15, Brunswick County Registry. 3. Right of first refusal as contained in deed recorded in Book 1637 at Page 607 at Brunswick County Registry. 4. Easement to All Star Entertainment of S1laliotte, LLC recorded in Book 1637 at Page 607, Brunswick County Registry. 4842.3420-G736 2 STOREfFrank EnterL7lament Special Warranly Deed 5200 Bridgers Road, ShallDtle, NC 28470 File No. 7210102-69.1 7/ 13/2017 Corporations Division Click Here To: North Carolina G (*Pa� PrGra_064er_ Elaine F. Marshall DEPARTMENT OF -rHE Secretary SECRETARY OF STATE PO Box29622 Raleigh,NC27626-0622 (919)814-5400 Account View Document Filings File an Annual Report Amend a Previous Annual Report Print a Pre -Populated Annual Report form Corporate Names Legal: Firstrun L.L.C. Limited Liability Company Information Sosld: 1543531 Status: Current -Active Annual Report Status: Current Citizenship: Foreign Date Formed: 9/15/2016 Fiscal Month: State of Incorporation: Registered Agent: Corporate Addresses DE CT Corporation System Reg Office: 150 Fayetteville St., Box 1011 Raleigh, NC 27601 Reg Mailing: 150 Fayetteville St., Box 1011 Raleigh, NC 27601 Mailing: 350 N LaSalle Street Ste 110 Chicago, IL 60654 Principal Office: 350 N LaSalle Street Ste 110 Chicago, IL 60654 Company Officials All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20. Login Create Site Account hltps://www.sosnc,govlSearch/prolcorp112391715 111 SOSII . 1 43531 Date Filed: 9/1512016 12:41 :00 Mill liAaine K Marshall North Carolina Secretary of State C201.6 258 008417 State of North Carolina Department of the Secrelury of State AlsPLrC-ATION-FOR-CERT'Ilt AT'E-OFAU'i'FIORITY— - FOR L,IM TED --..B11.ITY COMPANY Pursuant to §57D-7.03 of the G me al Stamtts of North Carolina, the undersigned limited liability compazy hereby applies for a Certificate of Autbority to transact business in the State of North Carolina, and for that purpose submits the following: 1. The name of the limited liability company is Firswan L.L.C. and if the lirukod Liability company name is unavailable for use in the State of North Carolina, the name the limited liability oompaay wishes to use is i s 2, The state or country under whose laws the limited liability company was formed is Delaware- 3. PrinciNI office information: (Select either a or 6.) i a. I The faired liability company bas a principal o fTrce. The principal office.telephone nil nber: 312-265-0005. The street address and cotmty of the principal office of the limited liability company is: Number and Street: 350 N. LaSalle Str et Suite I10, Chicago, iilincis 60654 City: (Akago State: Illinois Zip Code: 60654 County: Cook The mailing address, if di ferent from the shed address, of the principal office of the corporation is: Number and Street: City: State: Zip Code: County: b. ❑ The limited liability company dotes not have a prarripnl office. 4. The tame of the re4slered agent in the State ofNorth Carolina is: C T Curpuratiun System I 5. The street address and county ofthe registered agent's office W the State of North Carol'ura is: Number and Str=t: 150 Fayetteville Street, Box 101I City: Raleigh State: NC Zip Code: 27601 County: Wake 6. The North Carolina mailing address, i/di ferenrfrom the street address, ofthe registered agent's office is the State of North Carolina is: Number and Street: City: State: NC Zip Code: Carnry: i I CORPORATIONS DM SION P.O.13OX 29622 RALEIGN, NC 27626-0622 (Revised Jmw ry 2014) (Form L-09) F a�°P�r� d.. �iti ,: 'a S , Lv I � , T•�'C.., �R rl",�.� -� .. i!'` ,• J1 ?d- r4� : �`�� ,:Y: 7' - �1 T1 i iii•, 'Y� �'.^.4.- ��Lti.:_. _���L }" �' _a. { � Oki4. o i W 1 It 4 k •a •s-�Y-t_^} i d i in.1 '"'.1i Vi! a P �.!' 1i' i ��,�• S ' 1.'� r...cl A �Ty�7-,�' t [A=i�i �''r�' -' 4 �5 .� � I+}5 a• rti nl I 1�E4.r'yf` :YJ A e•''ik_ j � -' • r- . j,;: `� ys .y, �l.W -..} >• j; ^ _. J} -1. r- rsz.I A .. �� �''' • '.� x r J' t a x1 _si r4 . e � - ry � - + a ' � e{ ....• �r '�`.'s+.H. Wit. •. = t ` t i '1`, R't't" ;.ES•'I����` r iT tv � '- r � s'��`r, eaCsr . 4 } A s 8.r Attsthed is a ccisificate' of existence (or document of similar import). duly authent,red }2ythe secretary ofstate .b }�Sr, i?a a -having cnstoQy of limited {lability companyrecords in the state or country of formehan Y, L, u4 A ifthi limited liability company is required to use a fictitious nine in order to iratLsact 1)lISu1�SS igthts State, epp� o£ilt lunatl � ;� I . of itS managers adopting the fictitious name is uttaclted. Et ((ptionsl):, Please provide a businesse-mail address:- ' _ f r b Secretary bf. State's Office will e-mail the business automatically at the address provided above at rw cost wp� ati en;`� " t R k tS filed: lk e mail oro� ided Rill not be vicwa�le on the �v_ cb ;te_For more information on w3�y ties s� viee'is;3f#r r ' pieasusee 3�. { . L the instructions for this document. S. app[icativn will be effective upon filing, unless a delayed date and/or tune is spccilicd = =<- � ;� + "y.. • . =t .. � r`a•��t t ��� e t t,� � ���E� orb. , IT- {? ,'IX►tO day6f September 2016 `, , }:_ rr `t :� e \n, t Firs e e] a I' ed iiabilt cotri au . L 7�}E Rr,'• 4 _ p eciLab aka r Y�, 11M1 i ' C?'t. '�` ti,,' `•'. ��. Slg7lj! l 5i!'Of mpat}r P.C. ' * 1 t $teven $cltu] uthor ,ed ,Si�ns.tory'• r-J>ti,�r,��rl ��Jd, Ii, •='riin'Or rll ��a/Xl��r�3�';•a��' y��� . .rt�i C S'a1 :ei<< 'r _ 1 y�".v r` Lti � � C i _ � - T'. r •���'r'n � �f7/ w _ 1 It Fi +g fre is SZSt% TbsS?idoctunent ntusi'lx. Qled♦vith the,nM. r�.of ��qr it a� i .�. / r,`• '� �''4` ,^-v�fa;��Al In ,�E f` hr� �t�',.tsA6; "A �r• 4r_. "t�,. , !A. r, Li]&I!CiCilVs�. jj�y tr``t J'' P C�13s{Cy' 2§22 ` 1 4 �� �t1)I(risit 27€t2d-iq9} f -i fxCl>?ta.,( `� tA-E`C~ P. t A��i r''�1'li rLe Yr ta5 r` r - tiu-'. i� A �.�,,•� -}7.6 _ t>r 1'a'i.': 7` i,; - Y -Lr� P t. z s. f •x.1 ; ! r� K i �+ '{ N` r. ..r '�.�'Ll�f' rrrs ,. ,_ �_-.na.., id '-.. .. ...Z .. .. ._, �.. ., .. w, , ;m,.t• .r c-_••-•2�xtt,':�Ij4h�4�afyt4=�JAH'S�ARy�. .=•1'�'§_'�_Y! - .•�' Delaware Page 1 The First State 1'.JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF DELAWARE, DO HEREBY CERTIFY "FIRSTRUN L. L. C. " IS DULY FORMED UNDER THE LAWS OF THE STATE.OF DELAWARE AND IS IN GOOD STANDING AND HAS A LEGAL. ExxsTENcE SO -FAR AS THE RECORDS OF THIS OFFICE SHOW, AS OF THE FOURTEENTH DAY OF SEPTEMBER, A.D. 2016. AND I DO HEREBY FURTHER CERTIFY THAT THE ANNUAL FRANCHISE TAXES HAVE BEEN ASSESSED TO DATE. 6149533 8300. - SR# 20165779156 You may verify this certificate online at corp.delaware.gov/authver.shtml t Authentication: 202990028 Date: 09-14-16 71'13/2017 Brunswick COUrity GIs Data Viewer y'g iT Z N 4 W AV, �4 %j I A 4, N vt C 4-117 Y z- jr e 711 M - 0- A4, o r V Al .4 7 -4 rf.77 .._ A I A Parcels:1 970005012 :04 0 17 Property Tax Cards q 2017 Tax Card T 2016 Tax Card A� 'W" 2015 Tax C- ard 7� 4 Parcel Information Parcel 0: 1970005012 -e Parcel PIN: 108813136216 po. CaIc. Acreage: 6.02 W. Zoning: HB V. A , Legal Description -A, I �A ' 6.02 ACRES PL 27/15 US 17 & SR 1349 O.t �J, Owner Information .; e �, �-A Owner Name: 4 FIRSTRUN LLC 2-1 Mailing Address: saw "y 350 N LA SALLE DR S-1 110 j—, 1. , 'Y r 0A CHJCAGO, IL 60654-5192 Zoom to k , 4 jr, T �1, 9 A; 4 4". IRA- 4f & y- j7-% 4 1 0 10 V -, V-7" N A �vz' T T -4, Bn-i !--I d Find Address or Parcel ID 400tt 33.979 -78.399 Dec1jrer:,s httpJ/hrLinsco.rraps.arcgis.com/apps/woba,)pviewer/index.htnil?id=6df283elaa634C)OBbaeedf6daac4Od38/ 111 Corporations Divis1011 C .,WZn4— 2Z-hit I- AUaoe - Page 1 of 1 Click Here To: North Carolina Elaine F. Marshall DEPARTMENT OF THE Secretary SECRETARYOFSTATE Po Box 29622 Raleigh,ItC 27626-0622 (919)814-5400 View Document Filings File an Annual Report Amend a Previous Annual Report Print a Pre -Populated Annual Report form Corporate Names Legal: All Star Cinemas, Inc. Prev Legal: All Star Entertainment, Inc. Business Corporation Information Sosld: 0661867 Status: Multiple Annual Report Status: Not Applicable Citizenship: Domestic Date Formed: 2/3/2003 Fiscal Month: December Registered Agent: Corporate Addresses Mailing: 5200 Bridgers Road Shallot:e, NC 28459 Principal Office: 5200 Bridgers Road Shallotie, NC 28459 Officers Stock Cass: Common Shares: 1000000 No Par Value: Yes Account Login Create Site Account hops://www.sosne-gov/Search/protcorp/5608729 7/ 17/2017 CD-479 (57) 9-t 9-03 Business Corporation North Carolina Annual Report SOS 11): 066180 I)atc. Filed: 912712004 3:44:00 11,%1 Flaine F. Marsliall Use this form o 1 North Carolina Secretary of Stale. Contact the N.- ?p(Lt 271 03652 Annual Report tc Liability Partners Name of Corporation; ALL STAR ENTERTAINMENT, INC. State of Incorporation: NC Fiscal Year Ending: 12 f 31 f 0 3 Month ! aay ! Year Secretary of State Corp. ID Number: 0661867 Federal Employer ID Number: - If this is the initial annual report filing, you must complete the entire form. If your business corporation's information has not changed since the previous report, check the box and complete Dine 7 only. 1. Registered agent & registered office street address: (Must be a North Carolina Address) Name. RYAN D. OXENDINE Street Address TWO REGIONAL CIRCLE City, State, Zip Code: PINEHURST, NC 28370 County: BRUNSWICK 2, Mailing address if different from street address: Mailing Address: PO BOX 1389 City,State,ZipCode: PINEHURST, NC 28370 3. If registered agent changed, signature of new agent: (sJgndture conslitules cpn5enl to the apMntrnent) 4. Enter principal office address and telephone number here: Street Address: 5200 BRIDGERS ROAD City, State, Zip Code: SHALLOTTE NC 28459 Telephone: (910) 7 5 4- 3 4 5 8 5. Briefly describe the nature of business: MOVIE THEATERS 6. Enter name, title, and business address of principal officers here: Complete Form CD-479A to fist additional principal officers Name: BRIAN McCALL Title: PRESIDENT Address: PO BOX 3469 City. SHALLOTTE State: NC Zip'. 2 8 4 5 9- 3 4 6 9 Name. Title: Address. City: State: Zip: Name: Title: Address: City: State: Zip: 7. Certification of annual reP4rt (Must be completed by all corporations). (Form musl be signed by an o4ker of corpo aeon) BRIAN McCALL Type or Pnnt Name 9/gey [late PRESIDENT Tide STF NCi t 219F.1 Aug,al- 200E 1:56PM c200622300a60 ARTICUPS OF AMENDMENT OF ALL STAR ENTERTAINMENT, INC. SOS ID: 066 186 7 Mae HIM: 8I1 d12000 8:2�,:00 A:N9 Elaine K IN1,11•shall ,North Carolina Secretary of State C200622300460 pursuant to Section 55-10-06 of the General Salutes of North Carolina, the undersigned corporation hereby submits these Articles of Amendment for the purpose of amending ita Articles of Incorporation: l . The name of the corporation is All Star Entertainment, Inn. 2. The tbllowfng amenknent to the Articles of Incorporation of the corporation was approved by shareholder action, and gueh shareholder approval was obtained as ruquired by Chapter 55 or the North Carolina General Statutes. RESOLVED, that the Articles of Incorporation of the corporation be and horoby arc wnended by deleting Article One d"cof in its entirety and replacing it with the following: ARTICLE ONE Name Thcname of the corporation is All Star Cinemas, Inc. 3. These Articles of Atnendmcut will become effective upon filing. This the rt' day of August, 2006. ALL STAR ENTERTAINMENT, INC. By.. Re Arian McCall, President C20UK1300331 SOS] D: 0061867 Datc Filed: 7/31/2008 9:33:00 AM State of North Carolina Effective: 8/31/2608 Department of the Secretan• of State I?laine F. Nlarshall North Carolina Secretary' of State C200821300331 STATEMENT OF RESIGNATION OF REGISTERED AGENT Pursu.utt to §55D-32 of the General Statutes of North Carolina, the undersigned hereby submits the following statement: I. 1, [Ivan I). Oxendine, (type or print name), hereby resign my appointment as registered agent for the following entity: All Star Cinemas, Inc. Entity type: VQ orporation, ❑Foreign Corporation, ❑Nonprofit Corporation ❑1=oreign Nonprofit Corporation, ❑Limited Liability Company, []Foreign Limited Liability Company, ❑Limited Partnership, ❑Forcifn Limited Partnership, ❑Limited Liability Partnership, ❑l'oreip Limited Liability Partnership 2. The undersigned certifies that written notice of this resignation as registered agent of the entity has been mailed or delivered to the entity as follows: Name and Title of Individual: Bruce S. Frank, President Address: 5200 Bridgers (toad City, State, Zip Code: Shallotte, North Carolina 28459 3. The registered office is to be discontinued. (check here if applicable) This the 29" day of July, 2008. All _Star Cinemas, Inc. ]Warne of Entity Signature Ryan D. Oxendine, Registered Agent Type or Print Name and Title NOTrs . Nu riling fee. '['his document must he filed with the Secretary of State, 2. The appointment as mgistercd agent is terminated, and the registered office is discontinued if so provided, on the 31' day after the date on which this statement is f Itd. CORPORATIONS DIVISION P.O. SOX 29622 RALEIGH. NC 27626-0622 (Revised.lanuary 2002) (Form BE-t17) Elaine F. Marshall SECRETARY OF STA E March 10, 2010 All Star Cinemas. Inc:. Not Listed, Agent 57200 Bridgers Road Shallotte, NC 28459 State of North Carolina Department of I'lic Secretary of State Cheri L.Myeis DMEECTOR OF CORPORA": rON5 NOTICE- OF GROUNMS 1'OR ADN91:\'ISTRATIVE. DISSOLUTION' OF: All Star Cinemas, Inc. Recently, this office conducted an internal revicw of the annual reports filed for all business corporations in _Anorth Carolina. Unfortunately, the review indicates that the above referenced business corporation is not ill compliance will) [lie i\'ortlr Carolina Business Corporation Act and is delinquent in delivering five (5) annual report(s). The Secretary of State is authorized by \.C.G.S. 55-14-21 to administratively dissolve a business corporation if one or more grounds for dissolution exist. Please note that while the dissolution process has not yet been concluded, this Notice is the first step of the dissolution process. In order to prevent administrative dissolution, the business corporation must file the appropriate annual report(s) within sixty (60) days frorn the date of this -Notice, Determining Annual Reports Due You may view a listing of annual reports previously submitted to the Secretarl_ of State's Office by clicking the link to file Corporations Division wcb pages at WNVW.sosnc.cottr. You will need to search for your company by name, then click "File Annual Report Online." ']'his will bring you to a listing of annual reports submitted. From this page .'ou will be able to see if all annual report was submitted but not filed due to an error which to date has not been corrected and/or determine how many annual reports are required to become compliant. The due date for filing a Business Corporations annual report is the fifteenth day of the fourth month following the fiscal year end date Online Filing Utilize the above referenced link to the entity profile page, then click on "File an Annual Report" at the top of the page and follow the directions. The Fee is S20,00. Paper 1+ilins, You may also print a pre -populated form from the same web page by clicking "Print a pre -populated annual report forth." if there are all,,, changes; cross out the old information and enter the correct infornation, then mail the report and fees to the Corporations division at the address on the bottom of the form. The fee is S25.00. If you have any concerns or experience any technical difficulty with the filing process, please contact our staff at (919) 807-2225. Respectfully The Corporations Division PO BOX 29622 NOTICE TO REGISTERED AGENT; Udder N.C.G.S. Section 55D-34(b), it is the duty of the registered agent to forward this certificate to the business entity at the last known address. All Star Cinemas, Inc. (0661867) 5200 Bridgers Road Shallotte; NC 28459 State of North Carolina Department of The Secretary of State CK11FIC 'FE OT EDISSOLUTION .1, l latne F. Marshall, Secretary of State, as mandated by law, do hereby certiR, that: All Star Cinemas, Inc. has been administratively dissolved pursuant to the procedure set lorth in \'.C.G.S. Section 55-14-21 for failure to file an annual report effective as of the date set forth hereunder. A corporation administratively dissolved under N.C.G.S. Section 55-14-21 may apply to the Secretary of State for reinstatement by complying with the procedure set Forth in the N.C.G.S. Section 55-14-22. This the :131h day of August, 2010 Elaine F. Marshall Sect-etaliy of' State Document id: C201022521146 North Carolina Departtnenl 41'he Secret,+r.. of' Slate Corporations Division 110 Box 29622 Raleigh, NC 27626-0622 ALL STAR CINEMAS, INC. 5200 Bridgers Road Shallotte, NC28459 NOTIFICATION Of IWVENtJE SUSPENSIO Please be advised that, at the direction of the North Carolina Department of Revenue, the entity identified on the reverse is hereby suspended upon the records of the Department of the Secretary of State for failure to comply with the requirements of the Department of Revenue pursuant to N.C.G.S. § 105-230(a). Any act performed or attempted to be performed during the period of suspension is invalid and of no effect, unless the Secretary of` State reinstates the corporation or limited liability compally pursuant to G.S. 105 232. In order to be reinstated, you must contact the North Carolina Department of:Revenue al (877) 252-4982. Do not contact the Department of the Secretary of State since this office has no authority to clear the suspension or provide related infomlation. Once you have corrected the deficiency, the 'North Carolina Department -of Revenue will take action to remove the suspension pursuant to N.C.G.S. § 105-232. 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Oxendine, Attorney at Law 2 Regional Circle Pir,churst, North Carolina 28374 X':;n CoteP, Meac'nam & Newman, PLLC WHEN RECORDED MAIL TO: Ryan D. 4xend ine GapnA p4� f ifNib��E7'rb�r.FKij cfmmnccidiQtKerRyt 3�rltnt�rfrOt RrT buijuu TOTAL l RECr Cn A;;;T (Cti 3(1S I CAsH-RLF I RET 1 This Deed of Trust prepared by: TOTAL REV TC#, r' - X Ryan 1). Oxendine, Attorney au Law REC# CK AMT—CK# CASH REF BY. s-L-- THIS DEED OF TRUST is dated January 10, 2003, among ALL STAR LAND & DEVELOPMENT, LLC., whose address is 5200 BRIDGERS RD., SHALLOTTE, NC 28459; a North Carolina Limited Liability Company ("Grantor"); Capital Bank, whose address is Tramway Crossing, 2222 Jefferson Davis Highway, Sanford, NC 27330 (referred to below sometimes as "Lender" and sometimes as "Beneficiary"); and Franklin G. Shell, whose address is P O Box 16949, Raleigh, NC 27619-8949 Ireferred to below as "Trustee"), CONVEYANCE AND GRANT. NOW, THEREFORE, as security for the Indebtedness, advancements and other sums expended by the Beneficiary pursuant to this Deed of Trust and costs of collection (including attorneys' fees as provided in the Note) and other valuable consideration, the receipt of which is hereby acknowledged, Grantor has bargained, sold, given, granted and conveyed and does by these presents bargain, sell, give, grant and convey to Trustee, and Trustee's heirs or successors and assigns, for the benefit of Lender as Beneficiary, all of Grantor's right, title, and interest in and to the following described real property, together with all existing or subsequently erected or affixed buildings, improvements and fixtures; all easements, rights of way, and appurtenances; all water, water rights and ditch rights (including stock in utilities with ditch or irrigation rights); and all other rights, royalties, and profits relating to the real property, including without limitation all minerals, oil, gas, geothermal and similar matters, fthe "Real Property") located in BRUNSWICK County, State of North Carolina: See EXHIBIT A, which is attached to this Deed of Trust and made a part of this Deed of Trust as if fully set forth herein. The Real Property or its address is commonly known as 5200 BRIDGERS RD., SHALLOTTE, NC 28459. To have and to hold said Real Property with all privileges and appurtenances thereunto belonging, to the Trustee, his heirs, successors and assigns forever, upon the trusts, terms and conditions and for the uses hereinafter set forth. Grantor presen,ly assigns to Lender (also known as Beneficiary in this Deed of Trust) all of Grantor's right, title, and interest in and to all present and future leases of the Property and all Rents from the Property. In addition, Grantor grants to Lender a Uniform Commercial Code security interest in the Personal Property and ]tents. THIS DEED OF TRUST, INCLUDING THE ASSIGNMENT OF RENTS AND THE SECURITY INTEREST IN THE RENTS AND PERSONAL PROPERTY, IS GIVEN TO SECURE (A) PAYMENT OF THE INDEBTEDNESS AND (BI PERFORMANCE OF ANY AND ALL OBLIGATIONS UNDER THE NOTE, THE RELATED DOCUMENTS, AND THIS DEED OF TRUST. THIS DEED OF TRUST, INCLUDING THE ASSIGNMENT OF RENTS AND THE SECURITY INTEREST IN THE RENTS AND PERSONAL PROPERTY, IS ALSO GIVEN TO SECURE ANY AND ALL OF GRANTOR'S OBLIGATIONS UNDER THAT CERTAIN CONSTRUCTION LOAN AGREEMENT BETWEEN 11-1 -4 —.341.9 Hook .1691Page: 1.365 DEED OF TRUST Loan No: 7060000595 (Continued) Page 11 GRANTOR ACKNOWLEDGES HAVING READ ALL THE PROVISIONS OF THIS DEED OF TRUST, AND GRANTOR AGREES TO ITS TERMS. THIS DEED OF TRUST IS GIVEN UNDER SEAL AND IT IS INTENDED THAT THIS DEED OF TRUST IS AND SHALL CONSTITUTE AND HAVE THE EFFECT OF A SEALED INSTRUMENT ACCORDING TO CAW. GRANTOR: IIII III lIlI 1111111I ill 111111 82549 P0510 OS55 2..2.; 0 Brunsuaak County, NC Register of D..ds page 2 of 2''r ALL STAR ND & DEV LOPM T, LLC. By: Seal) BRIAN A, MC ALL, MEMBER/MANAGER of ALL STAR LAND & DE ELOPMENT, LLC. '] By: � _ -(Seal) VERNELL E. COLES, JR., MEMB RIMANAGER of ALL STAR LAND 0 QEVELOPMENT, LLC,q By: Cr✓- d�-�-s�/_SSeal) HOM� JARRE MEMBERIM NAGER of ALL STAR LAND LOrM T. LLC. SAMU L J. WORNOM, Ill, ME BERIMANAGER of ALL STAR LAND & DEVELOPMENT, LLC. By: 4a� 'k —'Z� (Seal) ANDREW K. TEETER, MEMBER/MANAGER of ALL STAR LAND & DEVELOPMENT, LLC. Signed, acknowledged and delivered in the presence of: xWitAr- x Witness 0� WATF9 Michael F. Easley, Governor Q William G. Ross Jr., Secretary �O G North Carolina Department of Environment and Natural Resources -- Alan W. Klimek, P.E.,Director .� Division of Water Quality Coleen H. Sullins, Deputy Director Division of Water Quality August 29, 2003 Mr. Brian McCall, Managing Partner All Star Entertainment, LLC 205 Brookshire Lane Beckley, WV 25801 NOTICE OF INSPECTION AND NON-COMPLIANCE Coastal Cinemas Stormwater Project No. SW8 020927 Brunswick County Dear Mr. McCall: Please find attached a copy of the completed form entitled "Stormwater Compliance Inspection Report". The report summarizes the findings of a recent inspection of the project's stormwater controls conducted on July 30, 2003 to determine compliance with Stormwater Permit Number SW8 020927 issued on February 20, 2003. A summary of the findings and comments are noted under Section 4 of the report. Please inform this Office in writing before September 29, 2003, of the specific actions that will be undertaken and the time frame required to correct the deficiencies. Failure to provide the requested information, when required, may initiate enforcement action. If you have any questions please contact me at the Wilmington Regional Office, telephone number (910) 395-3900. Sincerely, / V Linda Lewis Environmental Engineer RSSlarl: ' S:1WQSISTORMWATIINSPECT1020927.aug03 cc: Jay Houston, P.E., Houston and Associates Wilmington Regional Office Linda Lewis N, C. Division of Water Quality 127 Cardinal Drive Extension (910) 395-3900 Wilmington Regional Office Wilmington, NC 28405 (910) 350-2004 Fax Customer Service* 1 800 623-7748 NCDENR State of North Carolina Department of Environment and natural Resources Wilmington Regional Office Division of Land Resources Land Quality Section Nlichael F. Easley, Governor William G. Ross Jr., Secretary March 20, 2003 NOTICE OF CONTINUING VIOLATION(S) OF n SEDIMENTATION POLLUTION CONTROL ACT V CERTIFIED MAIL 7002 2410 0006 9368 1207 TO RETURN RECEIPT REQUESTED O All Star Entertainment, LLC #3 Mr. Brian McCall 205 Brookshire Lane Beckley, West Virginia 25801 Project Name: All Star Entertainment Theater Project No.: BR-03072 Brunswick County Dear Mr. McCall: On February 18, 2003, you received a Notice of Violation(s) indicating that you and/or your firm were conducting a land -disturbing activity located on SR 1349 in Brunswick County that was in violation of the Sedimentation Pollution Control Act of 1973. A follow-up of this project on March 19, 2003, indicated that the violation has still not been corrected. 1. Measures have not been installed as per plan. 2. Off -site sedimentation has occurred all along the north side of the tract. The adjacent wetland/watercoufse along the north side has been severely impacted. 3. Measures have not been maintained and have failed altogether in some areas. Because the violation was not corrected on or before the deadline for compliance, which was February 28, 2003, this matter is being referred to the Director, Division of Land Resources, for enforcement. I urge you to correct this violation immediately. A civil penalty of up to $5,000 per day for violations is authorized by NCGS 113A-64. It should be noted that each day of noncompliance constitutes a new violation of the Sedimentation Pollution Control Act of 1973, A penalty may be assessed from the date of the violations until the date the violations are corrected. Please be advised that if compliance is not immediately undertaken, other appropriate enforcement action may be requested. Please do not hesitate to contact me regarding any questions you might have about this matter. Sincerely, O.E., Daniel Sam,E. Regional Engineer DS/bfr cc: Sedimentation Specialist WiRO-LQS Rick Shiver - 0WQ Enclosure: Inspection Report 127 North Cardinal Drive, Wilmington, N.C. 28405-3845 o Telephone 910-395.3900 o Fax 910-350-2004 An Equal Oppertunity Affirmative Action Employer Case # NORTH CAROLINA DEPARTMENT OF ENVIRONMENTANDNATURAL RESOURCES LAND QUALITY SECTION: 27 Cardinal Drive, Err., Wilmington, NC - 28405-3845 (910) 395-3900 County /, �J' % Project: �� �7'7/ t-�7 / �"4I�1J ; )T�C/I ,� River Basini— Person Financially Resp� nsible: ; l r ' r,'? // "%r %r! / Jr� _ //2. �l�l�.r' ::rill {/, lcrf Project # Address:? r J. l��r�� f </., r �� i�. _ /n..i'/A, , %rl.4 e— < < 1 1. Project Location_ U Pictures: No ❑ Yes , Prints ❑ Slides ❑ Digital Y1' Video ❑ 2. Weather and Soil Conditions 3. Is site currently under notice of violation?- ^ Yes" No ❑ " 4. Is the site in compliance with the S.P.C.A. and the rules? Yes ❑ No If no, check violations below: 5. Violations: El a. No approved plan, G.S. 1 13A-57(4) and 15A NCAC 04B.0107(c) ❑ g. Inadequate buffer zone, G.S. 113A-57(1) >rlS. Failure to follow approved plan, G.S. 113A-61.1 ❑ h. Graded slopes and fills too steep, G.S. 113A-57(2) ❑ c. Failure to submit revised plan, G.S. 1 13A-54.1(b) and or 15A NCAC 048.0124 (d) 15A NCAC 0413.0118(a) ❑ i. Unprotected exposed slopes, G.S. I I3A-57(2) ❑ d. Failure to provide adequate groundcover, G.S. 1 13A-57(3) and A- Failure to maintain erosion control measures, / 15A NCAC 0413.0107(b) or 15A NCAC 0413.0124(e) 15A NCAC 0413.0113 O•e. Insufficient measures to retain sediment on site, G.S. 1 13A-57(3) ❑ k. Ot',ter(describe) b f- Failure to take all reasonable measures, 15A NCAC 0413.0105 6. Potential NPDFS Permit Violation? Yes II No ❑ Describe //,Y ; -/-C 7. Has sedimentation damage occurred since last inspection? Yesp If yes, where? (check all that apply): No ❑ Lake/natural watercourse on the tract ElLake/natural watercourse off the tract p' Other property ❑ Description: '/O `3-r�ti 5%f'E - Degree of damage: Slight ❑~ Moderate ❑ Sever S. Contact made with (Name)—"k"r,:=t i i it/:' = �_ Title Inspection Report given ❑ of Writ�LY to Person Financially Responsible Date given/sent 9. Corrective actions needed: ! � r/� C ✓!/r/,/ ~nTyr'i%hia� %' / / � ''i� /' If � /C_ �" /% , err C �. ,// -�i ! i� 1 ��/�r f`?'O/ p"��••-i�7 (-/r-b4 .�7 ! d l",�-, ri . % /_ l L�`�� %i / •-! f' / /7 'Y/-� ! �",-5 Ile —'-'�/n �'� r-!= `! � 7_ ;�(' ✓1 ✓'rJ cil l�ta -C %%' �_� �, ! /J� r--df. r%7, �,-=i ','_r f..__7.._��' % i %/ �r7 /.J �ri ;r' �!/. /,r_i%. �_" �r��/"ill "'Y'� ill. � 'r's rfY' R^- r',/i 'r r .'7;� 'r :_1 l•fr.l �'�I J`7 r� i` i�r•f (; r-�i^1/1 !". i �Of r' �7 '/� ri �� �__"a��,'_ ,/ �i'1 r! �� '/ /� 10. Comments: i (' f-'T _rr f' i'/� r, -r" �.- iC' �' / __, - f/^ . 1•.. l�P �„� ,: �l' i % r !/ � � � .-f, /,1 !�; f� .1 .a � _.__ .. �` /_ ^-1 r"//�i !f �/ i r•7 i� .Ii J %�r-.� �~~' (,f .ri .-, �' t; ..fir, l;!� rI /--/, 17J%1 Report by: /f�' �,J,r_ y ��.. ,, _-- Others present /91 rJ s .2t l;� Date of Inspection• _40m- igiE4J Time arriving at site:_ Time leaving site: M, , 4. Required Actions: (Each deficiency is explained, and what needs to be done to bring the system back into compliance) a. The slopes in the ponds above the permanent pool elevation appear to be steeper than 3:1 in,places, and are void of vegetation. Please regrade the slopes to 3:1 or flatter, and establish a dense vegetated cover above the permanent pool elevation. b. The current outlet structure location in Pond 1 is causing the runoff to short-circuit the pond. Please relocate the outlet structure in Pond 1 to the location shown on the approved plans. C. The required Designer's Certification has not been submitted. Please correct the deficiencies and submit the Certification, as required by your permit. Inspector: Linda Lewis Water Quality/Wilmington Regional Office/(990) 395-3900 RSS/arl: S:IWQSISTORMWA-RINSPECT1020927.aug03 STORMWATER COMPLIANCE INSPECTION REPORT 1 2 3 Project Name: Coastal Cinemas Control Measure: Wet Detention Pond Water Body: Mulberry Branch Project Number Classification: SW8 020927 C Sw Directions to site, address: 5200 Bridgers Road. Travel south on US 17, take Hwy. 130 exit at Shallotte. Trun right on Hwy 130, then left on Bridgers Road. Site is about .1 mile on the left. Inspection Date Weather Conditions: Compliance Issues: July 30, 2003 sunny and hot Y N ❑ ❑ The drainage area (including offsite) and built -upon area to the permitted system are per the approved plan. No unpermitted offsite drainage enters the system. (Must be verified by engineer) ®❑ All the built -upon area associated with the project is graded such that the runoff drains to the system. ❑ ❑ For pond slinfiltration, the outlet/bypass structure relative elevations are per the approved plan. (Must be verified via as -built survey if in question). ❑ ® The inlets and outlet structure are located per the approved plans_ and do not cause short-circuiting. ®❑ A trash rack is provided over the outlet weir and orifice. ❑ ® All slopes are grassed with permanent vegetation and are not eroding. ❑ ® Vegetated slopes are no steeper than 3:1. ❑ ❑ The approximate amount of permitted surface area has been provided. (Must be verified via as -built survey and Designer's Certification.) ❑ ❑ Required drawdown devices are correctly sized per the approved plans. (Must be verified via as -built survey and Designer's Certification) ❑ ❑ All required parts of the system are provided, such as a vegetated shelf, and a forebay. ❑ ® The designer's certification has been submitted. ❑ ❑ The road, cul-de-sac, parking lot and sidewalk widths are per the approved plan. NOTE: Unchecked boxes indicate that the specific item could not be seen, was not checked during the inspection, or is not applicable. State Stormwater Management Systems Permit No. SW8 020927 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 Brian McCall All Star Entertainment 10 Screen Theater Brunsivick County FOR THE construction, operation and maintenance of 2 wet detention ponds in compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stornrwater rules") and the approved stornrwater 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 February 20, 2013, and shall be subject to the following specified conditions and limitations: 1. DESIGN STANDARDS 1. This permit is effective only with respect to the nature and volume of stormwatcr described in the application and other supporting data. 2. This stornrwater system has been approved for the management of stormwater runoff as described on page 3 of this permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff from 182,769, and 12,384 square feet of impervious area. 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. The runoff from all built -upon area within the permitted drainage area of this project must be directed into the permitted stormwater control system. A permit modification must be submitted and approved prior to the construction'of additional built -upon area from outside of the approved drainage area. 2 State Stormwater Management Systems Permit No. SW8 020927 DIVISION OF WATER QUALITY PROJECT DESIGN DATA SHEET Project Name: All Star Entertainment 10 Screen Theater Permit Number: SW8 020927 Location: Brunswick County Applicant: Mr. Brian McCall, Managing Partner Mailing Address: All Star Entertainment, LLC 205 Brookshire Lane Beckley, WV 25801 Application Date: February 20, 2003 Receiving Stream/River Basin: Mulberry Branch I Lumber Index #: LBR59 15-25-2-7 Classification of Water Body: "C Sw" Pond Number: Drainage Area, acres: Onsite, ftZ: Offsite, ftZ: Total Impervious Surfaces, ftZ: Design Storm: Pond Depth, feet: TSS removal efficiency: Permanent Pool Elevation, FMSL: OPermitted Surface Area, ftZ: Permitted Storage Volume, ft3: Temporary Storage Elevation, FMSL: ( Controlling Orifice: Permitted Forebay Volume, ft3: 1 2 5.09 0.76 5.09 0.76 0 0 182,769 12,384 1" 1" 7 4 90% (no filter is required) 17 14 10,546 5,205 14,665 1,120 18.25 14.21 2"y pipe 0.75"cp pipe 8,722 1,734 (I)Area to be provided at the permanent pool elevation. OO Draw down to be achieved in 2-5 days. 3 State Stormwater Management Systems Permit No. SW8 020927 I1. SCHEDULE OF COMPLIANCE The stormwater management system shall be constructed in it's 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. The permittee shall at all times provide the operation and maintenance necessary to assure the pennitted 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. 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. Decorative spray fountains will not be allowed in the stormwater treatment system. 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 pennit, the approved plans and specifications, and other supporting data. 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. 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. 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, or sale 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. 4 State Stormwater Management Systems Permit No. S WS 020427 10. The permittee shall submit final site layout and grading plans for any permitted future areas shown on the approved plans, prior to construction. If the proposed BUA exceeds the amount permitted under this permit, a modification to the permit must be submitted and approved 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. Prior to the sale or lease of any portion of the property, the permittee shall notify DWQ and provide the name, mailing address and phone number of the purchaser or leasee. An access/maintenance easement to the stormwater facilities shall be granted in favor of the permittee if access to the stormwater facilities will be restricted by the sale or lease of any portion of the property. 13. The permittee must maintain compliance with the proposed built -upon area and ensure that the runoff from all the built -upon is directed into the permitted system. 14. 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. 15. The permittee must maintain the current permitted drainage area. No additional runoff from outside of the permitted drainage area boundary may enter the permitted stormwater facilities without first applying for and receiving a permit modification. Ill..GENER.AL CONDITIONS 1. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is a name change of the Permittee, a formal permit transfer request must be submitted to the Division of Water Quality accompanied by an application fee, 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) which have 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 stop,nwater management systems. 5. The permittee grants DENI2 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. E State Stormwater Management Systems Permit No. SW8 020927 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 20th day of February, 2003. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION Alan W. Klimek, P.E.; Director 1 Division of Water Quality By Authority of the Environmental Management Commission 9 Hydrologic and Hydraulic Calculations RECEIVED FEB 13 2003 DWQ PROD # SW F DZD�J Z for All Star Entertainment Ten -Screen Theater S Prepared By #x' M0mc:,Lt(mu LM d�, pv�L, CONSULTING ENGINEERS Shallotte, North Carolina February 2003 All Star Entertainment Theater Prepared By: TJC Stormwater Pond #1 Design Checked By: February 11•, 2002 Stormwater Pond #1 Design Total Drainage Area a,ry3 ~ 5.0859 ' = Acres %--1�5�°:2ffl SF Impervious Area: Parking:"QABAcres �'8.: � '2 SF Buildings: - 9,6 SF Sidewalk:Acres _t3'8;9;1`SF Total: 4.1958 Acres 182769 SF % Imperivous: 82.5 % Permanent Pool Depth: % TSS Removal: Q , SA/DA: . ' 3 5251 Required SA: 7,809 SF Runoff: . ,.1 Inches "Simple Method" Rv 0.79 Volume: 14,631 CF Actual Normal Pool SA: �s,1054:6SF (@ 17.0' MSL) Depth of Storage: 1.25 Feet USE- Feet Feet SA @ Storage Pool: ;�12:91s8 SF (@ 18.25' MSL} Provided Storage: 14,665 CF Pond Elevations: Bottom Elev.:10Qx� MSL Permanent Pool: 17.0 MSL Storage Pool: 18.25 MSL Flood Pool.:._ �w18.8, ., ,yi MSL "Freeboard" Elev: 19.20 MSL All Star Entertainment Theater Prepared By: TJC Stormwater Pond Design Checked By: February 11, 2002 �+sue 'ii iW 4 u 3 AIIStar Theater ~Entertainment jNF �r��Sk:� r syly�,�'s i r r llr S,d'J,i Runoff, Hydrograph into SW P.ondz'A1 { � O Fdt�', (See Flowrate Calc. and Drainage Basin Data for Breakdown of Areas) Curve Number Draina a Area Land Use Soil Group NA WE`lr98�',` 42C fmperve�u 41 1 .1884 °61" . t 089_ Grassed B 54.2961 Total: 5.0859 Total: 465,4845 Weighted Curve Number: 91.52 Runoff Volume: (Soil Conservation Service Method) Storm Duration:"19.1:19 1Storm Rainfall:8 Inches S. 0.93 Direct Surface Runoff: 1.93 Inches Total Runoff: 35,649 CF 0.82 Ac-Ft Peak Flowrate: 10 Yr Intensity: _ a. ul Inches/Hour Weighted "C": 0.82 10 Yr Peak Flowrate: 29.15 CFS Basic Hydrograph: Conversion Factors: u: 0.000248 Ac-Ft/Unit w: 0..2914821 CFS/Unit k: 0.618 Min/Unit All Star Entertainment Theater Prepared By: TJG Stormwater Pond Design Checked By: February > 1, 2-uu22 Time (Min) Flow (CFS 0.0 0.0 1.9 1.5 4.3 4.4 6.2 10.2 8.0 16.3 9.9 22.4 11.1 26.2 12.4 28.3 14.2 29.1 16.7 28.0 18.5 24.8 21.0 21.0 24.7 14.6 29.0 9.6 32.7 7.0 37.1 4.7 41.4 3.2 51.9 1.2 61.8 0.0 Inflow Hydrograph 35.0 - 30.0 25.0 0) w �? 20.0 R 15.0 0 LL 10.0 - 5.0 0.0 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 Time (MIN) All Star Entertainment Theater Stormwater Pond Design Prepared By: TJC rhorlrorl Fhr PndStage ND�scfia'rge,Storagef'I h " ` r'n " ''.. .P'oiw4tWpwk4lir. Pond Storage Pool Area = 12,918.00 Square Feet Pond Normal Pool Area = 10,546.00 Square Feet AT =12'Ci sec. ELEVATION DISCHARGE STORAGE 2SIDT + 0, ,t FIT 17"OaLoy,0.00 0.00 18.25 0.00 14665 244 18.35 1.00 15838 265 18.54 5.00 18067 306 18.62 7.00 19006 324 18.72 10.00 2017.9 346 18.86 15.00 21822 379 18.91 17.00 22408 390 18.99 20.00 23347 409 19.11 25.00 24755 438 19.93 30.00 34375 603 21.35 35.00 51034 886 22.99 40.00 70275 1211 24.85 45.00 92096 1580 26.93 50.00 116499 1992 ** Discharge ! Stage Relationship Based on 24" Barrel and 30" Riser Outflow Vs 2S/AT + O 1800 - 1600 - I t I 1400 I i I I I 1200 0 I I + 1000 I I 800 I I I I I I I I I I I I I 600 I I I I I I 400 I I 200 i I I 0 I I 0 10 20 30 40 50 Outflow (CFS) All Star Entertainment Theater Prepared By: TJC . Stormwater Pond Design Checked By: February 11, 2002 Stormwater Pond #1 Outlet Structure HEADWATER ELEVATION CALCULATIONS FLOWRATE = MANNINGS n = DIA. FOR CULVERT PIPE _ DIA. FOR RISER = LENGTH OF CULVERT PIPE _ INV. IN ELEV. OF CULVERT = INV. OUT ELEV. OF CULVERT = INLET COEF. FOR CULV. PIPE FLOW = INLET COEF. FOR CULVERT INLET CONTROL = RISER WEIR ELEVATION = WEIR FLOW COEF. = TAILWATER ELEVATION = ITAILWATER UNKNOWN = ZERO (0) ENO RISER = ZERO 0 RISER DIA. " 010 Routed Flowrate equals 14.0 cfs All Star Entertainment Theater Storrnwater Pond Design February 11, 2002 0 ►�i:iR Prepared By: TJC Checked By: HEADWATER ELEVATION ASSUMING INLET CONTROL INCHES HEAD = 0.86 FEET HEADWATER ELEVA- 16.86 FEET FEET HEADWATER ELEVATION ASSUMING PIPE FLOW FEET HEAD = 0.63 HEADWATER ELEVA" 15.28 FEET HEADWATER ELEVATION ASSUMING WEIR FLOW HEAD = 0.58 HEADWATER ELEVA 18.8 All Star Entertainment Theater Drawdown Calculations February 11, 2002 AREAS (FT^2) ORIFICE DIA. NUMBER OF ORIFICES INCHES 1 2 3 4 MOMM' . 0.022 0.044 0.065 0.087 07-` 1/Y\ I:I Y111 NORMAL POOL AREA = INCHES OF RAINFALL = BASIN AREA = IMPERVIOUS AREA = NORMAL POOL ELEVATION = ORIFICE AREA = STORAGE POOL AREA = TIME INCREMENT OF ROUTING = ORIFICE COEF. = 1,1111" V 44U919 RUNOFF COEF. (Rv) = ELEVATION OF POOL AT STORAGE _ NORMAL POOL AREA = VOLUME OF RUNOFF FROM RAINFALL = VOLUME OF STORAGE = ACRES INCHES ACRES ACRES FEET FEET' ACRES HOURS Prepared By: TJC . Checked By: All Star Entertainment Theater Drawdown Calculations February 11, 2002 Prepared By: TJC . Checked By: Drawdown Calculations For Pond Orfice TIME ELEVATION HEAD FLOWRATE VOLUME END ELEV. FEET FEET CF5 CF FEET 0 18.25 1,2500 0.11745 845.61 18.17 2.0 18.17 1.1698 0.11362 818.04 18.09 4.0 18.09 1.0922 0.10978 790.45 18.02 6.0 18.02 1,0173 0.10595 762.85 17.94 8.0 17.94 0.9450 0.10211 735.23 17.88 10.0 17.88 0.8752 0.09828 707.59 17.81 12.0 17.81 0.8081 0.09443 679.92 17.74 14.0 17.74 0,7437 0.09059 652.24 17.68 16.0 17.68 0.6818 0,08674 624.53 17.62 18.0 17.62 0.6226 0.08289 596.79 17.57 20.0 17.57 0.5660 0.07903 569.02 17.51 22.0 17.51 0.5121 0.07517 541.22 17.46 24.0 17.46 0.4607 0.07130 513.39 17.41 26.0 17.41 0,4121 0.06743 485.51 17.37 28.0 17.37 0,3660 0.06355 457.58 17.32 30.0 17.32 0.3226 0.05967 429.61 17.28 32.0 17.28 0,2819 0.05577 401.57 17.24 34.0 17.24 0.2438 0.05187 373.47 17.21 36.0 17.21 0.2084 0.04796 345.28 17.18 38.0 17.18 0.1757 0.04403 31-7.00 17.15 40.0 17.15 0.1456 0.04008 288.61 17.12 42.0 17.12 0.1182 0.03612 260.08 17.09 44.0 17.09 0.0936 0.03214 231.37 17.07 46.0 17.07 0.0716 0.02812 202.44 17.05 48.0 17.05 0.0524 0.02406 173.21 17.04 50.0 17.04 0.0360 0.01994 143.55 17.02 52.0 17.02 0.0224 0.01573 113.23 17.01 54.0 17.01 0.0117 0.01135 81.72 17.00 56.0 17.00 0.0039 0.00658 47.39 58.0 17.00 -0.0006 #NUM! #NUM! #NUM! 3 Drawdown Time- .33days- y^ �fice5iz"e�2.Onches._ STORMWATER POND #1 DATA SUMMARY Total Built -Upon Area(Ac.)............................ 4.1958 Total SW Drainage Area (Ac.)........................ 5.0859 % Impervious Area .......................................... 82.5 Computed Runoff from 1" Rainfall (CF)........... 14,631 Provided Storage(CF).................................... 14,665 Required Surface Area (SF) ............................ 7,809 .Surface Area of Pond @ Normaf'Pool (SF)...... 10,546 Surface Area of Pond @ Storage Pool (SF)..... 12,918 SW Storage Depth (Feet) ............................... 1.25 Number of Orifices .......................................... 1 Diameter of Orifice (Inch) ............................... 2 Elevation of Orifice Bottom (MSL).................. 17.00 Approx. Time for Drawdown (Days) ................ 2.333 Overflow Weir Elev. (MSL).................. I..... 18.25 10-Year Routed Flowrate (CFS)...................... 14 Flood Pool Elevation @ Q10............................ 18.8 Stormwater Pond #1 Surface Areas Elevation NORTH Forebay SOUTH Forebay Main Pond Total Forebay and Main Pond MSL SF SF SF SF 1 0 0 0 975 975. 11 27 56 1420 1503 12 160 243 1947 2350 14 668 835 3368 4871 16 1457 1674 5126 8257 17 1960 2019 6567 54;'6'� 18.25 2762 2454 7702 ffffil918s' 18.66 2922 2604 7995 13521 19.2 3242 2837 8529 14608 Volumes Volume Between NORTH Forebay SOUTH Forebay Main Pond Total Forebay and Main Pond Ft - Ft C CF CF CF 10.0'-11.0' 0 0 1198 1198 11.0'-14.0' 1043 1337 7182 9561 14.0'-16.0' 2125 2509 8494 13128 10.0'-16.0' 3168 �1 _;a3846_ _ 16874 23887 16.0'-17.0' 1709 1847 5847 9402 10,0'-17.0' ''`4.8r7�6m 5692 22720 17.0'-18.25 2951 2796 8918 14665- Total Volume @ PP = `33'288�MP"CIF Total Forebay Volume North + South % Forelbay Volume = 26.20 % � < ,'-'°-. n. Gtmi 1 • ,y..r�� rn..t,�.,wK Wt1eV r�a.4ZAJ :F It' • 4Z I Z DEM 34 -3.5' 4.0' 4.5' SO -5s 6.W. -6.51 70 IS 1 % I.0% .9 .9 .7 .6 s 0 lo 0 0 0 20% 1.7 1.3 1.2 1.1 1.0 .9 .S .7 .6 .S 30% 2S 2.2 1_9 1.8 1.6 1.5 13 1-2 1.0. .9 40%. 3.4 3.0 2.6 2A . 2.1 1.9 1.6 1.4 1.1. 1.0 50% .4.2 3.7 33 3.4 12.7 2.4 2.1. 1.8 1-5 1.3 60% 5.0 4_5 3.8 3.5 13.2 2.9 2 6 2.3 2_0 1 1.6 M% 6.0 5.2 4.5 4.1 3.7 *33 12-9 2.5 2.1 1..8 80% 6.8 6.0' 5.2 4.7 4.2 3.7 3.2- 2.7 2.2 2.0 96% 7.5 6.5 5.8 53 f 4.8 43 3.8 3.3 118 1 1.3 100% 8.2- 7.4 6.8 F6_2 1.5.6 5.0 4.4 3.9 31 2.6 *Umd uram S +ormw. a-�e r- t�o�►d 90% 'PAS RRMVAL No VRCLrATIM VMTM DEPTH 3' 3.5' 4.0' 4.5' 5.0• S.5' 6.0' JIS-5' 7.0' 7.5' 10% 1-3 11.0 .8 .7 1.6 .5 1.4 .3 .2 4.1 20% 2.4 2.0 1_S 1.7 1.5 1.4 1.2 1.0 .9 .6 30% 3.5 3.fl 2.7 2.5 2.2 1.9 1.611 1.1 .8 40% 4-5 4.0 3.5 3.1 2.8 23 2.1 1.8 1.4 1.1 M% 5.6 5.0 43 3.9 L5 3.1 2.7 23 1.9 1.5 60% 7.0 6.4 5.3 4.8 4.3 3.9- 3.4 2.9 2.4' 1.9 701 8.1 7.0 6.0 5.3 5.0 4S 39 3.4 19 2.3 80% 9.4 8.0 7.0 6.4 5.7 5.2 4.6 4.0 3.4 2.9 90% IM 9A -7.9 7.2 6.5 5.9 5:2 4.6 33 im% =12.010-0 8.8 18.1 7.3 6.6 5.$ S.I 43 3.6 Note: The regai Md Z=a= ama calculated from the sables is to be p;rovidcd at the pool eLmaxicm E DA -- S. 08S9 4 D c +h = `"7 IA 176 Ar, 5AIDA 3.5 2S o/ -r .. _ _ sin .r�i_ 3.9-3.4~ 90- 8a _54/Dq 12 Hydrologic and Hydraulic Calculations for ALL STAR ENTERTAINMENT TEN -SCREEN THEATER Stormwater Pond #2 Prepared By RECEIVED DEC 16 2002 PR03 # 5W 3 G2oR Z�' 12ow,qoPL of --LA �i �f���a pro CONSULTING ENGINEERS Shallotte, North Carolina December 2002 All Star Entertainment Theater Prepared By: TJC Stormwater Pond #2 Design Checked By: December 11, 2002 Stormwater Pond #2 Design Total Drainage Area: O-7 1, '' S Acres 33 84� SF Impervious Area: Parking: 0.2843 g " Acres 912'38�4 Buildings: �0 Q 0' Acres Sidewalk: 0.0,0.0.0� . " Acres 04SF Total: 0.2843 Acres 12384 SF % Impervious: 37.3 % 37.3 % Permanent Pool Depth: 4; %TSS Removal: nr;90% SAIDA:3.'284 Required SA: 1,090 SF Runoff: =f.p1;', Inches "Simple Method" R„ 0.39 Volume: 1,067 CF Actual Normal Pool SA: 5;20"5� SF (@ 14.0' MSL) Depth of Storage: 0.20 Feet USE: -a; 2,i Feet SA @ Storage Pool:. 5 461� a,;'�` SF (@ 14.21 ` MSL) Provided Storage: 1,120 CF Pond Elevations: Bottom Elev.: 1OF;0;_ _''_ MSL Permanent Pool: 14.0 MSL Storage Pool: 14.21 MSL Flood Pool: MSL "Freeboard" Elev: t4-T— MSL 45- All -Star Entertainment Theater Prepared By: TJC Stormwater Pond #2 Design Checked By: December 11, 2002 �AIIStarEntertalnmentTheater, 7aW �1 Runoff Hydrograph intoSW Pontl #2° 4 TA (See Flowrate Calc. and Drainage Basin Data for Breakdown of Areas) Curve Number Drainage Area Land Use Soil Group NA � .. `4: i r3 j 4 . ' 4 ®4'"�, �" kl �3R3 7V �1G*".E".'�'88 0 28. , Impervious 27.8614w`1 29.1275 : OU!, rased ... , . �,�t,'B� Total: 0.7618 Total: 56.9889 Weighted Curve Number: 74.81 Runoff Volume: (Soil Conservation Service Method) Storm Duration: Storm Rainfall' ` `2.$ Inches S: 3.37 Direct Surface Runoff: 0.82 Inches Total Runoff: 2,276 CF 0.05 Ac-Ft Peak Flowrate: 10 Yr Intensity::. 7 Inches/Hour Weighted "C": 0.48 10 Yr Peak Flowrate: 2.56 CFS Basic Hydrograph: Conversion Factors: u: 0.000016 Ac-Ft/Unit w: 0.02559095 CFS/Unit k: 0.449 Min/Unit All -Star Entertainment Theater Prepared By: TJC Stormwater Pond #2 Design Checked By: December 11, 2002 Time Min Flow CFS 0.0 0.0 1.3 0.1 3.1 0.4 4.5 0.9 5.8 1.4 7.2 2.0 8.1 2.3 9.0 2.5 10.3 2.6 12.1 2.5 13.5 2.2 15.3 1.8 18.0 1.3 21.1 0.8 23.8 0.6 27.0 0.4 30.1 0.3 37.7 0.1 44.9 0.0 Inflow Hydrograph 3.0 - 2.5 y 2.0 UL U 1.5 0 3 0 LL 1.0 0.5 0.0 0.0 10.0 20.0 30.0 40.0 50.0 Time (MIN) All -Star Entertainment Theater Prepared By: TJC Stormwater Pond #2 Design Checked By: December 11, 2002 Ail Star Entertainment ThJv­eater`i Pondt Stage Storage �Ischarge '� Pond Storage Pool Area = 5,461.00 Square Feet Pond Normal Pool Area = 5,205.00 Square Feet AT = �� ,�:.1�2� sec. ELEVATION DISCHARGE STORAGE 2S/DT + O *t F `1�4 t30 ftlll 0.00 0.00 14.20 0.00 1 067 18 14.30 1.00 1600 28 14.36 2.00 1920 34 14.41 3.00 2187 39 14.45 4.00 2400 44 14.49 5.00 2613 49 14.53 6.00 2826 53 14.57 7.00 3040 58 14.60 8.00 3200 61 14.63 9.00 3360 65 14.67 10.00 3573 70 14.70 11.00 3733 73 14.73 12.00 3893 77 14.76 13.00 4053 81 Discharge / Stage Relationship Based on 24" Barrel and 30" Riser Outflow Vs 2S/AT + O 100 - 80 O I 60 + a 40 20 0 . 0 2 4 6 8 10 12 Outflow (CFS) All -Star Entertainment Theater Prepared By: TJC . Stormwater Pond #2 Design Checked By: December 11, 2002 Stormwater Pond #2 Outlet Structure HEADWATER ELEVATION CALCULATIONS FLOWRATE = MANNINGS n = DIA. FOR CULVERT PIPE _ DIA. FOR RISER = LENGTH OF CULVERT PIPE _ INV. IN ELEV. OF CULVERT = INV. OUT ELEV. OF CULVERT= INLET COEF. FOR CULV. PIPE FLOW = INLET COEF. FOR CULVERT INLET CONTROL RISER WEIR ELEVATION = WEIR FLOW COEF. = TAILWATER ELEVATION �-- Q10 Routed Flowrate equals 1' cfs All -Star Entertainment Theater Stormwater Pond #2 Design December 11, 2002 Prepared By: TJC Checked By: CFS HEADWATER ELEVATION ASSUMING INLET CONTROL INCHES INCHES HEAD 0.00 FEET HEADWATER ELEVATION = 13.00 FEET FEET HEADWATER ELEVATION ASSUMING PIPE FLOW FEET HEAD = 0.00 HEADWATER ELEVATION = 11.80 FEET HEADWATER ELEVATION ASSUMING WEIR FLOW HEAD = 0.10 HEADWATER ELEVATION = 14.3 All -Star Entertainment Theater Drawdown Calculations December 11. 2002 AREAS (FTA2) ORIFICE DIA. NUMBER OF ORIFICES INCHES 1 2 3 4 TOWWWO ,751 0.003 0.006 0.009 0.012 DATAINPUT NORMAL POOL AREA = INCHES OF RAINFALL = BASIN AREA = IMPERVIOUS AREA = NORMAL POOL ELEVATION = ORIFICE AREA = STORAGE POOL AREA = TIME INCREMENT OF ROUTING ORIFICE COEF. = 711"A 1.1:&i111 k-"? RUNOFF COEF. (Rv) = ELEVATION OF POOL AT STORAGE NORMAL POOL AREA = VOLUME OF RUNOFF FROM RAINFALL = VOLUME OF STORAGE = ACRES INCHES ACRES ACRES FEET FEET2 ACRES HOURS 0.3859 4201 FEET 5,205.00 FEE 2 1,067,07 FEET' 1,066.60 FEET3 Prepared By: TJC . Checked By: All -Star Entertainment Theater Prepared By: TJC . Drawdown Calculations Checked By: December 11. 2002 Drawdown Calculations For Pond Orfice TIME ELEVATION HEAD FLOWRATE VOLUME END ELEV. FEET FEET CFS CF FEET 0 14.20 0.2000 0.00661 47.57 14.19 2.0 14.19 0.1909 0.00645 46.47 14.18 4.0 14.18 0.1819 0.00630 45.37 14.17 6.0 14.17 0.1732 0.00615 44.27 14.16 8.0 14.16 0.1647 0,00600 43.17 14.16 10.0. 14.16 0.1564 0,00584 42.07 14.15 12.0 14.15 0.1483 0.00569 40.96 14.14 14.0 14.14 0.1405 0.00554 39.86 14.13 16.0 14.13 0.1328 0.00538 38.76 14.13 18.0 14.13 0.1254 0.00523 37.66 14.12 20.0 14.12 0.1181 0.00508 36.56 14.11 22.0 14.11 0.1111 0.00492 35.45 - 14.10 24.0 14,10 0.1043 0.00477 34.35 14.10 26.0 14.10 0.0977 0.00462 33.24 14.09 28.0_ 14.09 0.0913 0.00446 32.14 14.09 30.0 14.09 0.0851 0.00431 31.03 14.08 32.0 14.08 0.0792 0,00416 29.93 14.07 34.0 14.07 0.0734 0,00400 28.82 14.07 36.0 14.07 0.0679 0.00385 27.71 14.06 38.0 14.06 0,0626 0.00369 26.60 14.06 40.0 14.06 0.0574 0.00354 26.49 14.05 42.0 14.05 0.0526 0.00339 24.38 14.05 44.0 14,05 0.0479 0.00323 23.27 14.04 46.0 14.04 0.0434 0.00308 22.16 14.04 48.0 14.04 0.0391 0.00292 21.04 14.04 50.0 14.04 0.0351 0.00277 19.93 14.03 52.0 14.03 0.0313 0.00261 18.81 14.03 54.0 14.03 0.0277 0.00246 17.69 14.02 56.0 14.02 0.0243 0.00230 16.57 14.021 58.0 14.02 0.0211 0,00214 15.44 14,018 60.0 14.02 0.0181 0.00199 14.31 14.015 62.0 14.02 0.0154 0.00183 13.18 14.013 64.0 14.01 0.0128 0.00167 12.05 14.011 66.0 14.01 0.0105 0.00151 10.90 14.008 68.0 14.01 0.0084 0.00136 9.76 14.007 70.0 14.01 0.0065 0.00119 8.60 14.005 72.0 14.00 0.0049 0.00103 7.44 14.003 74.0 14.00 0.0035 0.00087 6.26 14.002 76.0 14.00 0.0023 0.00070 5.06 14,001 78.0 14.00 0.0013 0.00053 3.82 14.001 80.0 14.00 0.0006 0.00035 2.50 14.000 82.0 14.00 0.0001 0.00013 0.91 : .14`{i40'- 84.0 14.00 -0.0001 #NUM! #NUM! #NUM! Drawdown!�Tin�e� -S?4Z days �yfi'i4%arii'dlt �. R WE .. i Orlflcei,Slze 075Yinches °" r `> %; s . STORMWATER POND #2 DATA SUMMARY Total Built -Upon Area(Ac.)............................ 0.2843 Total SW Drainage Area (Ac.).......................... 0.7618 % Impervious Area ........................................... 37.3 Computed Runoff from 1 " Rainfall (CF).......... 1,067 Provided Storage(CF)........ I ............................. 1,120 Required Surface Area (SF) ............................ 1,090 Surface Area of Pond ® Normal Pool (SF)....... 5,205 Surface Area of Pond 0 Storage Pool (SF)....... 5,461 SW Storage Depth (Feet) .................................. 0.2 Number of Orifices ........................................... 1 Diameter of Orifice (inch) ............................... 0.75 Elevation of Orifice Bottom (MSL).................. 14.0 Approx. Time for Drawdown (Days) ................ 3.42 Outlet Structure Throat Elev. (MSL)............... 14.2 10-Year Flouted Flowrate (CFS)...................... 1.0 Flood Pool Elevation @ 010............................... 14'.3 Stormwater Pond #2 Surface Areas Elevation NORTH Forebay SOUTH Forebay Main Pond Total Forebay and Main Pond MSL SF SF SF SF 10.0 0 0 203 203 11.0 194 100 549 843 12.0 443 322 970 1735 13.0 781 659 1487 2927 14 1469 1410 2326 5205 14.21 1548 1499 2414 5461 14.5 1661 1624 2536 5821 Volumes Volume Between NORTH Forebay SOUTH Forebay Main Pond Total Forebay and Main Pond Ft - Ft CF CF CF CF 10.0'-11.0' 0 0 376 376 11.0'-13.0' 975 759 2036 3770 13.0'-14.0' 1125 1035 1907 4066 10.0'-14.0' 2100 1794 4319 14.0'-14.21' 317 305 498 1120 Total Forebay Volume @ PP = 8212 CF Total Forebay Volume (North + South) = 1734 CF % Forebay Volume = 21.12 % ' AUK. O. GYltTl NV-.4V'T l� Z I Z 1 Dl ' 3' 3.5' 4.0' 4.5' 50 -5s -6.IY 7.13'' 7-T no % 10% .9 .8 .7 .6 .S 0 0 Q 0 0 20% 1.7 1.3 1.2 1.1 1.0 .l .S .7 .6 .5 30% 2.5 2.2 1.9 1.8 1.6 1.5 1.3 1.2 1.0 .9 40% 3.4 3.0 2.6 2.A . 2.1 1.9 1.6 1A 1.1 1.0 50% .•4,2 3.7 3.3 3.0 1.2.7 2.4 2.1. 1.9 1.5 1.3 60% 5.0 4.5 3.8 3.5 13.2 2.9 2.6 2.3 2.0 1.6 M% 6.0 5.2 4S 4.1 3.7 43.3 2.9 2.5 2.1 1.8 80% 6.8 6.0' 5.2 4.7 4.2 3.7 3.2. - 2.7 2.2 t2. 0 90% 7.5 . 6.5 5.8 5.3 4.8 4.3 1-3.8 3.3 2.8 1.3 100% 18.2 1 7A 6.3 6-2 1 5.5 t 5.0 4.4 3.8 3,2 2.6 *Uvnma 94' M REMOVAL NO QF.GETATRb MTER RE@t}Z0� DF:PTS 3' 3S' 4.0' 4,5' 5.0' 5.5' 6.0' 6.5' 7.0' 7.5' 1MP % 10% 1 1.3 1.0 .8 .7 .6 .3 .4 .3 .2 .1 20% - 2.4 2.0 1.9 1.7 1.5 1.4 1.2 1.0 .9 .6 30% 3.5 3-0 12.7 2.5 2.2 1.9 1.6 1.3 1.1 .8 40% 4.5 4.0 13.1 2.9 2-5 a 2.1 - 1.8 1.4 1.1 SCS • 5.6 5 Z 4-3 3.9 3.5 3.1 2.7 2.3 1.9 1.5 60% 10 6.0 5.3 4.8 4.3 3.9- 3.4 . 2.9 2.4 1.9 70% 8.1 7.0 6.0 5.3 15.0 4-5 3S 3.4 2.9 2.3 80% 9.4 8.0 7.0 6-4 5.7 5.2 4.b 4.0 3.4 23 90% 10.7 9,0 -7.9 7,2 6.5 5.9 5.2 4.6 3.9 3.3 100% 12.0 10.0 9.8 8.1• 7.3 6.6 5.S 5.1 43 3.6 Now; The mq=cd surf= am caku� fim dw mblm is to be pmvided at the pen== pwl cievmm. .%= o•a ggAc- 5410A 3S = : •� s41o4 3•s�.7 40 - 30 �� IMP= 3�.3 % P. 1 * COMMUNICATION RESULT REPORT ( DEC. 4.2002 5:26PM ) * * * TTI NCDENR WIRO FILE MODE OPTION ADDRESS (GROUP) RESULT— — -- PAGE ---------------------------------------------------_ ------------------------------------- ------— 123 MEMORY TX B-3042556526 OK P. 212 ----REASON—FOR ERROR-------------------- RROR-------- E-1) HANG UP OR LINE FAIL E-3) NO ANSWER E-2) BUSY E-4) NO FACSIMILE CONNECTION State of North Carolina epartment of Frnvironment and Natural Resources Wilmington Regional Office Michael F. Ewley, Governor William G. Ross Jr., Secretary FAX COVER SHEET Date! 4 -O No. Of Pages: To: Farr C a i From: Lihs is CO: CO: _ FAX #: FAX#: 910,350-2004 REMARKS: f 127 Cardinal Drlve Extension, W11mington, N.C.28405.3045 Telephone (910) 395.3900 Pax (910) 3SO.2004 An Equal Opportunity Aflirmadve Action Employer V P. 1 * * * COMMUNICATION RESULT REPORT ( DEC. 4.2002 FILE MODE OPTION - 122 MEMORYTX REASON FOR ERROR' E-1) HANG UP OR LINE FAIL E-3) NO ANSWER ADDRESS (GROUP) B-9107542121 5' 24PM ) TTI RESULT ----------OK - NCDENR WIRO PAGE ----------- P. 1 E-2) BUSY E-4) NO FACSIMILE CONNECTION Michael F. Eagley, Governor William C. Ross, Jr. Secretary North Carolina Department of Environment and Natural Nesources Alan WKlimek P.E., Director Division of Water Quality Wilmington Regional Office FAX COVER SHEET Date: December 4, 002 To: ray Houston, P.E. Company; Houston and Assciates FAX #: 910,7 2121 No, of Pages: 1 From: Linda Lewis AA1- Water Quality Section - Stormwater FAX # 910-350-2004 Phone # 910-39"900 DWQ Stormwater PNect Number: SWS 020927 Project Name: IAII Star Entertainment Ten Screen Theater MESSAGE: Dear Jay, The Division rkeived an incomplete Stormwater Management permit application for All Star Entertainment Ta i Screen Theater on September 20, 2002, The following items must be provided prior to January 4, 2003, in order to continue the review; 1. The p7ect is an overall high density project, therefore Curb Outlet Swales are not 8n3 CCentahiP P.FIp1»PPtPf� mnthnrl 4n r.,oaf +ka L.:..1..7 . .:�...y �S 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 OZ01? Date: r2 - 4 -oZ No. Of Pages: To: Brian 4 C C. z l l From: L;n & L eA t,,/S CO: CO: FAX #: 304 - 255 — (a5 90 FAX#: 9] 0-350-2004 REMARKS: 127 Cardinal Drive Extension, Wilmington, N.C. 28405-3945 Telephone (910) 395-3900 Fax (910) 350-2004 An Equal Opportunity Affirmative Action Employer Michael F. Easley, Governor William G. Ross, Jr., Secretary North Carolina Department of Environment and Natural Resources FAX COVER SHEET Date: December 4, 2002 To: Jay Houston, P.E. Company: Houston and Assciates FAX #: 910-754-2121 Alan W. Klimek, P.E., Director Division of Water Quality Wilmington Regional Office No. of Pages: 1 From: Linda Lewis Yam►"� Water Quality Section - Stormwater FAX # 910-350-2004 Phone # 910-395-3900 DWQ Stormwater Project Number: SW8 020927 Project Name: All Star Entertainment Ten Screen Theater MESSAGE: Dear Jay: The Division received an incomplete Stormwater Management permit application for All Star Entertainment Ten Screen Theater on September 20, 2002. The following items must be provided prior to January 4, 2003, in order to continue the review: The project is an overall high density project, therefore Curb Outlet Swales are not an acceptable engineered method to meet the high density design requirements. Please design a suitable alternative such as wet detention, infiltration, sand filter, dry detention, etc., per the BMP manual. I will not review all aspects of the project until this information is provided, since it may have an impact on the current design. 2. Please delineate the single overall drainage area to each proposed engineered control. The rules require that ponds be designed with grassed slopes, and make no provisions for ponds with retaining walls. Therefore, it is the Division's policy that the bottom of the retaining wall be at the same elevation as the temporary storage elevation in order to ensure that the runoff has continuous contact with the grass. 4. The forebay volume appears to be deficient. The permanent pool volume is reported as 31,375 cubic feet, and 20% of that is 6,275 cubic feet. The application reports that only 3,988 cubic feet is provided, which is a little less than 13%. 5. Please provide overall dimensions for the permanent pool contour of the proposed pond. S:IWQSISTORM WATIADDINF0120021020927.DEC XX AA 3VCDEN*t 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 HOUSTON and ASSOCIATES, P.A. Consulting Engineers SHALLO'ITE, NORTH CAROLINA 28459 Telephone (910) 754-6324 Facsimile (910) 754-2121 - - - - - - - - Ms. Linda Lewis,"Environmental Engineer 117 Pine Street Post Office Box 627 Wednesday, September 18, 2002 Division of Water Quality - Stormwater NC Department of Environment and Natural Resources 127 Cardinal Drive Extension Wilmington, North Carolina 28405-3845 Subject: All Star Entertainment, L.L.C. #3 - Ten Screen Theater Shallotte, North Carolina Stormwater Plan for Approval Dear Ms. Lewis: On behalf of All Star Entertainment, L.L.C, #3 we are pleased to submit for your review and approval two copies each of the Stormwater Plans, the hydrologic and hydraulic calculations and the executed Permit Application forms for the subject project. The proposed subject project falls within the high density guidelines. Enclosed is a check in the amount of $420.00 to cover the required application fee. Please see attached narrative for description of stormwater plan. We appreciate your attention in this matter. Should you have any comments or require any additional information, please do not hesitate to contact our office at your convenience. Sincerely, T. on Clark, E.I. Houston and Associates, P.A. Enclosures pc: File: 02-0192P (All Star Entertainment, L.L.C. #3, SW) STORMWATER NARRATIVE A. PROJECT DESCRIPTION The subject. project is located in southern Brunswick County, in the Town of Shallotte. All Star Entertainment LLC #3 - Ten Screen Theater is located off of Bridgers Road. Stormwater from the project area drains to the Shallotte River. The Shallotte River is classified as CSW according to the NCDEM "Classifications and Water Standards". B. SOILS AND TERRAIN The project area slopes considerably from the south property line to the north property line. The soil Survey of Brunswick County classifies the soils present as Foreston: moderately well drained soils that consist of loamy fine sands. C. STORMWATER MEASURES The primary land disturbing activities for this project are related to the construction of the buildings, parking lots, sidewalks, and the installation and construction of the storm drainage system. The pavement grates and piping will convey the stormwater runoff from the project into an engineered Stormwater Pond. All but a small portion of the run-off from impervious surfaces is treated in the engineered Stormwater Pond. The Stormwater Pond has two forebays (North and South), an outlet structure with orifice, and an emergency spillway. The west side of the entire pond is formed by a bulkhead. The east side of the pond has a significant 6:1 vegetated shelf. The Outlet Structure has rip -rap outlet protection and the orifice was designed to drawdown the 1 " storage volume in the required 2-5 days. Because of the significant elevation changes within the project area, there were two basins that could not utilize the Stormwater Pond for treatment. These two basins will utilize two permanent 100 foot vegetated swales for treatment. The swales treat a very small portion of the project. A temporary sediment trap will be installed at the property line where the two swales meet. The two swales meet at the bottom of a down slope from the parking lot. The temporary sediment trap was designed to stare the 10 year flow from the swales and the down slope from the parking lot. The sediment trap is temporary and will be removed when all sediment. producing activities have concluded and after the disturbed areas have been permanently stabilized. The sediment trap will then be replaced by a 2 foot check dam at the point where the two swales leave the property. This is done to minimize the velocity of the water leaving the property. 0�, °�R ECEIVED SEP 2 0 2002 DW@ PROJ # It, ' P n HOUSTON and ASSOCIATES, P.A. Consulting Engineers 20P3 SHALLOTTE, NORTH CAROLINA 28459 Telephone (910) 754-6324 � i01P..he Street Facsimile (910) 754-2121----------PostOffice,Box 627 Wednesday, February 12, 2001 Ms. Linda Lewis, Environmental Engineer Division of Water Quality NC Department of Environment and Natural Resources 127 Cardinal Drive Extension Wilmington, North Carolina 28405 Subject: All Star Entertainment, L.L.C. #3 - Ten Screen Theater Shallotte, North Carolina Stormwater Plan for Approval - Response to Fax SW8 020927 Dear Ms. Lewis: On behalf of All Star Entertainment, L.L.C. #3 we are pleased to submit for your review and approval two (2) copies each of the revised Stormwater Plans, revised Stormwater Pond # 1 calculations, and the revised Stormwater Pond # 1 Wet Detention Basin Supplement. This submittal is in response to your faxes dated February 7, 2003. We increased the height of the berm in the north forebay as you instructed. The north forebay will have a berm height of 18.25' MSL (Storage Pool Level) and at the end farthest from the outlet structure there will be a notch cut out with an elevation of 17.0' MSL (Permanent Pool Level). This design will eliminate the possibility of short circuiting. Both Stormwater Ponds are currently labeled on the Site Plan as a "Proposed Stormwater Retention Pond." We appreciate your attention in this matter. Should you have any comments or require any additional information, please do not hesitate to contact our office at your convenience. Sincerely, T. Jason Clark, E.I. Houston and Associates, P.A. Enclosures pc: File; 02-0192P (All Star Entertainment, LLC #3, SW) Mfl9� � cb-07-03 10:45A Houston and Associates PA 910 754 2121 P_01 �smo � ow HOUSTON and ASSOCIATES, P. A. 1(}j 754-6:324 Consulting Engineers 11.; Pinr Streci F= i(; hnilc (9101 7C-, ,-<121 SHAL1_QTTE . NOKl13 CAROLINA 28459 Post Office nox 627 FAX TRANSMITTAL Date: TO: Loaa Le1-1 S _ AT- FAX.' FROM: �S� r'K OF: HOUSTON and ASSOCIATES, P.A. Consulting Engineers AT: S11A1,.LCY1"12., NORTIi CAW-)1 INA `284.59 PHONE 9 1.91.0) 754-6324 FAX a (910) 754-2121 Project : r 4- . Subject: C �►�� r �- �? -�- � Remarks LIndc ((ff connrvAeri-� seemec( y0k hold flo C 1 t M y, `, 4 ^i y� 4 r+ } i C 1 i GL { a r'i Gi Fl b rG a U S -e f T I, 7 b e r n'5 (AS el I e4, 4� i -4-• Sc�4'�14� �Qc� +)c—e r-e1--it-it-c e �.11 , '1 0 -1- ke flv1 t j f e o •t " k P T&Jd (� rC tJ,a �r �. !Yi i -5 re"'O u c r7b5S i jr 1 1rt0� { �r�Cea�+ ei5. 1J(ec se Cali i(d r e-MU ,f eLlc o wt CGA n 4k,,- e --}ruts 4b y6,A _ 7iic.n k- S i Fqb-07-03 10:46A Houstsrlton and Associates PA 910 754 2121 r 0es, P-02 cn �U �j CLm _u Top! 21 C3 ki I F in cn T-4 wv 44 bLt, 77' ur sm ew # 217-3 77 I CURB 04JET MIA IS" CAN CURB F.,W78 W. OW: 11W so CUOM W vT SDG .-. WX\ Wv. OLSI: . 19. 7 TOP: 22.40 Oh. ft 17.50 4T 2A" CPP// .OUT 17.69 LW F67o 125,7 0 C�v PIT ANN, f 2, epp - 'vi1 I # POND o01% OUTUO RE 97.. PROPOSED STORMWATER POND wv: �Z,.yc' µ.TOP: 1fi.50 i I 'v/✓ovr ??:.,.27:3 •,': +�• INv. OUT: 13.00 m 3 P 0 ;p SD 15" CPP 28 25.2- CUR13 INLET, N N 6.5 TOP. 27.00 CURB INLET 2, �'S'24 CPP _ - it 27.00 JUNCTION BOX INLET N N INv. OUT:i19.35 TOP: CURB INLET - iX u I INV. 1N: 16.60 TOP: 26.20 TOP: 22.00 _ ]1 25.70 _ _ - IMI. DUf: 18.60 -ITN. IN: 17.17 28.Q - INV. IN. 17.69 20.20 5 'a r� INY. OUT: 17.17 _ INV OUC: 17 69 O 20.20 25 99.5 TOP: - � 47' 24" CPP 11N. OUT: t9. Z6 504 '-•E.XISTINB, V ` 2� iJ 25.7 t)WER POL Ln 26.0 Ln 24.5 N o 25.2 L '.B INLET I'm - 12" CPP • 25.50 IN: 19.W Cn -4 TUT: 19. V % o o C 0 J x 3 m F - INV, 15.00 - - j • _ TEMPORARY \ SILT FENCE , R� r8 Z5 , 6�0 ,ry I \ ICJ / 1 CUfi9 INLET - ,• ! , TOP: 22.50 - �� - /) It" 4N- 16 00 s 1 I INV. DUT: 16.00CATCH2 CPP 27 SDI b BASIN / so q,P/, lN: 16.70 _ 'I ? ��.. POND OUTLET UT: 16.70 .� - _ $7RUCTURE - - TH OlATCO o10,25 / ! aNSTRUCTION yea INV:15.00 / ENTRANCE IµVa15O0 PO pOLE / ! / CATCH BASIN (,yZ,4TE 170 \ r . .��11v IN 14.00 PROPOSED 1400 STORMWATER POND =� \ (SEE DIAt< SHEET 4) \ / pORARY 2' CRECKtMMTFM \ / 3. * * COMMUNICATION RESULT REPORT ( FEB. 7.2003 4:06PM ) * * P. 1 FILE MODE TTI NCDENR WIRO OPTION ADDRESS (GROUP) RESULT ---------------- PAGE ---------------- 4'?5 MEMORY TX --------------------------- ---- _-------------------------------- 8-91�7542121 OK P. 1/1 --- REASON FOR ERROR -- — '— --'--- E-1) HANG UP OR LINE FAIL E-3) NO ANSWER Post -IV Fax Note 7671 Dale paoges� 70 from 4 i g codDept. Ca. Phone 01' Phone # Fax # ft1145 fM - E-2) BUSY E-4) NO FACSIMILE CONNECTION w P. 1 * * * COMMUNICATION RESULT REPORT ( FEB. 7.2003 FILE MODE OPTION --- ---- --------------------- 471 MEMORY TX REASON FOR ERROR E-1) HANG UP OR LINE FAIL E-3) NO ANSWER QFwgr4q . ADDRESS (GROUP) --- 9-9107542121 9: 07AM ) * TTI RESULT ------O-- K * * NCDENR WIRO PAGE --------P--1-1 E-2) BUSY E-4) NO FACSIMILE CONNECTION Michael F, Easley, Governor William G. Ross, Jr„ Secretary North Carolina Department of Environment and Natural Resources Alan W. Ornak P.E., Director Division a1 Water Quality Wilmington Regional Office FAX COVER SHEET I - Date: Feb.aary 7, 2003 To: day Houston,1P.L. Company: Houstpn and Associates FAX #: 910-764-2121 No. of Pages: 1 From: Linda Lewis Water Quality Section - Stormwater FAX # 910-350-2004 Phone # 910-395-3900 DWQ Stormwater Project Number: SWS 020927 Project Name: All Star Entertainment Ten Screen Theatre MESSAGE: Jay, I The location of'the w4stern forebay in Pond 2 is causing short-circuiting, Please slope the pipe between the two curb inlets so that it drains toward the south and extend another pipe into the southem-mast forebay. Then, relocate the outlet stnicture into the western most point where the old pipe came into the forebay. 1.. N l e-nQP tahal Annel t!1 An fi,P o;tn nln" B W A rF9Q � r Michael F. Easley, Governor William G. Ross, Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E., Director Division of Water Quality Wilmington Regional Office FAX COVER SHEET Date: February 7, 2003 No. of Pages: 1 To: Jay Houston, P.E. From: Linda Lewis Company: Houston and Associates Water Quality Section - Stormwater FAX #: 9.10-754-2121 FAX # 910-350-2004 Phone # 910-395-3900 DWQ Stormwater Project Number: SW8 020927 Project Name: All Star Entertainment Ten Screen Theatre MESSAGE: Jay: The location of the western forebay in Pond 1 is causing short-circuiting. Please slope the pipe between the two curb inlets so that it drains toward the south and extend another pipe into the southern -most forebay. Then, relocate the outlet structure into the western most point where the old pipe came into the forebay. Please label Pond #1 on the -site plan. 25.5 ,NV. our: ia.46/ roP; 26.7a SIDS "C Gy NLET WIN: 17.17 - JUNCTION BOX N iNV. OUT! 4T - 24" CPP \ NV N TOP217.6 TOP: „ .. .,. NV, OuT: 17.17 26.0 ` ` I . f 9 w p?s 5�4 INV, OUT: 17.68 f }- 25 2 u - 12 CPP soy 25.0 25:7 r' 23 INV. 15.00 It C` i / 4 R1Pt ` SILTPF�E �O 24" CPP S:\WQS\STOR-MWAT\ADDIN-FO\2003\020927.FEB03 7 W EN124 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 HOUSTON and ASSOCIATES, P.A. Consulting Engineers SHALLOTTE, NORTH CAROLINA 28459 Telephone (910) 754-6324 117 Pine Street Facsimile (910) 754-2121 Post Office Box 627 Friday, Decembgr I3, 2002 Ms. Linda Lewis, Environmental Engineer Division of Water Quality - Stormwater 1 NC Department of Environment and Natural Resources ! DE-D 1 ) 127 Cardinal Drive Extension 1 ZQ02 Wilmington, North Carolina 28405-3845 Subject: All Star Entertainment, L.L.C. #3 - Ten Screen Theater Shallotte, North Carolina Stormwater Plan for Approval V Dear Ms. Lewis: On behalf of All Star Entertainment, L.L.C, #3 we are pleased to submit for your review and approval two copies each of the revised Stormwater Plans, revised hydrologic and hydraulic calculations and revised executed Permit Application forms for the subject project in response to your fax dated December 4,.2002. 1. Stormwater Pond #2 was engineered to treat the stormwater that was originally sent to the swales. Other alternatives were considered, but due to the limited space and the steep slopes a stormwater pond was the best solution. 2. The total drainage area to each stormwater pond is delineated and labeled. 3. Stormwater Pond # 1 was revised and no longer requires a retaining wall. 4. The forebay volumes for both stormwater ponds are correct, and both are between 18 and 22 percent of the total permanent pool volume. 5. The permanent pools of both stormwater ponds are now dimensioned. We appreciate your attention in this matter. Should you have any comments or require any additional information, please do not hesitate to contact our office at your convenience. Si erel , 2 on Clar , E. . Houston and Associates, P.A. Enclosures pc: File: 02-0192P (All Star Entertainment, L.L.C. #3, SW)