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HomeMy WebLinkAboutDevelopment Applicaton _ ^ RECEIVED OCT 1 � �� -_-_ . __ ~~. � - ^~- ----- ~~ -- - - rC1TYOF OAK PARK HEIGHTS + DEVELOPMENT / pP IC/ TI }~N - .� � L`� U .r - \ - [ |»~F 14168 Oak Park Boulevard � \L' ' 0 /,� P.O. Box 2007 Base Fee: 4*m� �~ | / �� IC' `---1 �L/�' Oak Park He�h�. MN55U82 Escrow Amount: 4 in�� � . \ ��`/ ` (651) Fax: / ��c`^ ' ) �� Street Location of Property . �/ . _ -4-- __ / Legal Description of Property 54.13I |V 16104 NAME --- - ti LI 0j475 / \ \ !QH L/(^ ° L � [Q 46 ����l Z�� 5����em �//�. � � �v {- \ L. Owner: Name -l-/ / L-/-C__' --�---'-_-. '- Address: 2,60 �- - '- �„�l ` C � City: State: ��w Zip: /09 - Telephone: /Home\ L-�7 LO»-_-~L-42B_u_a_in_e_s_n_)_-_~-<_/ --1-�9_7-863cL ' / /. u � /^� -� (Fax) /Olheh v Applicant: Name Het e_- � - __- } �� ~t . L.J -` )� ^ Address: J� City: 8[eLo: /eiN Zip: Telephone: \__ ___________ (8uaineso 1760 (Fax) &CI) __ (Other) `___ Type of Request(s) ZO�nQDiathdAmendment ____ HomoOooupuUon --\�-'CondUkonu| Use Permit (u'�+~e��^A�') Site Plan Review _�_ ___ Variance: Single Family Residential _____ PUO: Amendment --�7-Vohunce: OUerReoidenda|/Commeroicd/|odu,dho| PUD: Concept Plan --`-�SVbdivixion PUD: General Plan Subdivision: Minor -Street Vacation ` -- Comprehensive Plan Amendment City Financial Assistance Description of Request(s): -- _8F _ MeMn _ D L _»k4.^ @N If a request for planning/zoning action on the subject site or any part thereof has been previously approved, please describe it below: _ \ _J �] [ // / l(, /l� -Y �- ^_� �� ^�_ �� �, 7 - / `~ ' ` | ( O8r8�op�m]Dt Initials /�.^ k /7 / � [\/' _ � 0\: \ ' i/� (\ ' v�f�zr--'� ` ��().�~' L,{�`k� � ' ��L�- ' '`�-r�\�/�� �11/�� ���` � / ] ~-'--P`. 1, L L ~l _- (,,_ii,\ _ |J^ ' ~ (w' | ^ � \ 1-61 '4 4� � j ' { | �/ - �/v �r C �i``( [)k /�. ' / �/`(�' �J__ ` . / . ` A�4 UNANIMOUS WRITTEN ACTION OF THE BOARD OF GOVERNORS AND MEMBERS OF TIC INVESTMENTS, LLC WAIVER AND CONSENT TO MEMBERSHIP INTEREST TRANSFER The undersigned, being the Board of Governors (the "Board") and all of the members (the "Member") of TIC Investments, LLC, a Minnesota limited liability company (the "Company"), in lieu of a meeting of the Board of Governors and Members of the Company, do hereby adopt the fol ing actio' and assume the following obligations as applicable effective as of the day office __ _ &sr Waiver of Membership to Purchase WHEREAS, Jon. E. Helgason ("Helgason") and Thomas J. Balko ("Balko") each desire to sell all of their respective Membership Interests in the Company; and WHEREAS, Such action by Helgason and Balko may invoke Section 8.1(c) of the Member Control Agreement of the Company dated April 30, 2007 (the "MCA"); and WHEREAS, the Company and each Member of the Company desire to waive (0 their options to purchase the Membership Interests from Helgason and Balko pursuant to Section 8.1 of the MCA; (ii) all other rights, restrictions, deadlines and notice periods under Section 8 of the MCA; and (iii) all other application of Section 8 of the MCA, solely for the purpose of permitting the actions described in this Written Action and to effectuate the transfer of the Membership Interests in the Company set forth herein; and Consent to Transfer WHEREAS, in recognition of the foregoing, Oak Ridge Trust, LLC, a Minnesota limited liability company ("Oak Ridge Trust") desires to purchase the Membership Interests from Helgason and Balko; and WHEREAS, the Company and each Member desire to approve all assignments of Membership Interests by Helgason and Balko to Oak Ridge Trust; and NOW THEREFORE BE IT RESOLVED: 1. Waiver of Membership to Purchase. The Company, by affirmative vote of a majority of the Board, and the Members of the Company, by unanimous vote, waive their options to purchase the Membership Interests of Helgason and Balko, and all other applicable rights, restrictions, deadlines and notice periods of Section 8. 2. Consent to Assignment. The Board and each Member hereby approve and ratify the assignments of all of Helgason and Balko's respective Membership Interests to Oak Ridge Trust. , 3. Unit Ledger. The Members agree, solely in reliance of their own investigation and belief that the Membership Interest unit ledger described below is the true and correct allocation of the current Membership Interests of the Company: Date ! Member I Membership Governance ' Financial Units Interest i Interest 01/04/08 The Hesley Group, LLC 35 35% 1 35% I 01104/08 Oak Ridge Trust, LLC 65 65% 65% Total ] n� 100 100% 100% [SIGNATURE PAGE TO FOLLOW] _Z_ 1 IN WITNESS WHEREOF, the undersigned Company, Members and Transferors have hereunto affixed their signatures. THE COMPANY: TIC INVESTMENTS, LLC r,. By: j �/ !- ✓iLad William J. • end-rson, Jr. Its: Chief Ma .ger BOARD OF GOVERNORS: MEMBERS: The undersigned Board of Governors By: hereby ratify, confirm and adopt ail the Jon E. Helgason foregoing actions on b:half of the Compan, : 1 By: j 4 ho By: 4....•A .,.,fa _ illiam J. H -rso , Jr. Chaff- _ THE HESLEY -OUP, LL By: Ail ` 4 i�..�� , David H. Hesley By: -if�'ieL4 David H. Hesley By: C;?,-,-• Its: Chief Manager Jon E. Helgason B . "�;. v�"'�' T aJtFT ,- By- ( L Sh.+ iahl 705332,4 Oak Ridge Trust, LLC, a Member By 411111r Sh.gm L. Dahl Its: Co-Chief :na. By: If`.41+.171411k 441 William Jlenderson tr. Its: Co-Chief Manager 705332.4 -4- WRITTEN CONSENT IN LIEU OF MEETING OF THE MEMBERS AND THE BOARD OF GOVERNORS OF TIC INVESTMENTS, LLC. The undersigned, being the all of Governors and all the Members of TIC Investments, LLC., a Minnesota limited liability company (the "Company"), do hereby effective as of the 4c° day of January, 2008, pursuant to the statutes of the State of Minnesota and the Operating Agreement of the Company, execute this Written Action to the matter, adopting the resolutions and taking the actions hereinafter set forth in lieu of holding a special meeting of the Governors and Members of the Company. The resolutions adopted and the actions taken by this Written Action shall be deemed to be adopted and taken by the Members alone, or by the Governors alone, or by the Members and Governors together, as in each case may be required or permitted by the Articles of Organization or the Operating Agreement of the Company, or by any applicable statute or other law or authority. RATIFICATION OF ACTIONS OF THE GOVERNORS AND OFFICERS RESOLVED, that all the actions of the Governors and Officers of the Company, including those persons acting in such capacity whether or not specifically elected or designated as Governors or Officers since the last Annual Meeting of Governors to the present time be and the same are in all things ratified, confirmed and adopted as the acts and deeds of the Company. RESIGNATION OF GOVERNOR AND OFFICERS RESOLVED,that the resignations of Jon E. Helgason and Thomas J. Balko as Governors and officers,as applicable,of the Company.are hereby received and accepted as of January 4,2008. ELECTION OF OFFICERS AND GOVERNORS WHEREAS, the Company has decided it is in the best interest of the Company to appoint a new Board of Governors and all the Officers, THEREFORE IT IS RESOLVED, that the following persons are hereby elected to the offices indicated after their name, and such persons shall serve until the next Annual Meeting of the Governors and until his successor(s) are duly elected, or until his earlier death, resignation, or removal: Shawn L. Dahl - Co-Chief Manager &Treasurer William J. Henderson, Jr. - Co-Chief Manager& Treasurer FURTHER RESOLVED, that the following named persons are hereby elected as the members of the Board of Governors of the Company and said persons shall serve until the next Annual Meeting of the Members and until his successor(s) are duly elected, or until his earlier death, resignation, or removal: Shawn L. Dahl William J. Henderson, Jr. David H. Hes ley FURTHER ACTIONS RESOLVED, that the Board of Governors hereby authorizes and directs the Officers of the Company to take any and all action necessary or convenient for carrying out the foregoing resolutions. In witness hereof, the undersigned have hereunto affixed their signature effective the date first above written. 41i lir 1 ..., ...,..4eit.......: .. ....-.11 4.-, Sha tliAPC 11111111.111' - 40.• ...t OFF, "';ir` Willi . H' ers: , J , G ernor 4, 4. „..,aryikem,, David H. es ey, Gove or The Hesley G • p,LLC Oak Ridge Trust,LLC,a Member / Ai " By: ...ill 4 LIMA By: ... — , ir 41,....... , le, 40.. ..- David H. esley Sha ,.," .. ahl Its: Chief Manager Its: Co-Chief Manager By: IN ,.. William JOPridemon,Jr. r Its: Co-Chief Manager 707042.1 RESIGNATION January_, 2008 TO: The Board of Governors of TIC Investments, LLC I hereby resign any positions I now hold, including Governor and Secretary, of TIC Investments, LLC, a Minnesota limited liability company. Said resignation shall be effective as of January `/ , 2008. Jo E. Helgason RESIGNATION January V, 2008 TO: The Board of Governors of TIC Investments, LLC I hereby resign any positions I now hold, including Governor and Vice President, of TIC Investments, LLC, a Minnesota limited liability company, Said resignation shall be effective as of January y , 2008. Thom,s . Bal . 705354,1 MEMBERSHIP UNIT POWER (ASSIGNMENT OF MEMBERSHIP INTEREST AND MEMBERSHIP UNITS) FOR VALUE RECEIVED, 1. Jon E. Heigason, hereby sell, assign and transfer unto Oak Ridge Trust, LLC. a Minnesota limited liability company, all of my membership interests, representing 20% of both the Governance Interests and Financial Interests of TIC Investments. LLC, a Minnesota limited liability company (the "Company") and all of my membership units, representing 20 membership units of the Company, standing in good name on the books of the Company and do hereby irrevocably constitute and appoint Messer li & Kramer. P.A. attorney to transfer the said units on the books of the Company with full power of substitution in the premises. In further consideration of this exchange. I hereby covenant to use my best efforts to cause any guaranty and other security interests thereto provided to a lender directly or indirectly related to any of the membership interests or membership units to remain in full force and effect through the term of the loan related to such guaranty and other security interests. Dated: January 4, 2008 Jon E. Helgasofi • MEMBERSHIP UNIT POWER (ASSIGNMENT OF MEMBERSHIP INTEREST AND MEMBERSHIP UNITS) FOR VALUE RECEIVED, 1, Thomas J. Balko. hereby sell, assign and transfer unto Oak Ridge Trust, LLC, a Minnesota limited liability company, all of my membership interests, representing 20% of both the Governance Interests and Financial Interests of TIC Investments. LLC, a Minnesota limited liability company (the "Company") and all of my membership units, representing 20 membership units of the Company, standing in good name on the books of the Company and do hereby irrevocably constitute and appoint Messerli & Kramer, P.A. attorney to transfer the said units on the books of the Company with full power of substitution in the premises. In further consideration of this exchange, 1 hereby covenant to use my best efforts to cause any guaranty and other security interests thereto provided to a lender directly or indirectly related to any of the membership interests or membership units to remain in full force and effect through the term of the loan related to such guaranty and other security interests. Dated: January 4, 2008 Thof : C o RESOLUTION OF TIC INVESTMENTS,LLC WHEREAS, Sections 3228.35 and 3225.656 of Minnesota Statutes provide that the Members and Governors of a limited liability company may act. without the formality of a meeting, by subscribing their names to a record of the action assented to and taken by them unanimously; WHEREAS,the undersigned arc all the Members and Governors of TIC Investments, I.I.C,a Minnesota limited liability company(the"Company"): WHEREAS,Samuel E.Ashlar assigned all of his right,title and interest in his twenty- live percent(25%)membership interest in the Company to David II. IlesIcy by executing an Assignment of Membership Interest dated February 3.2006.a true and correct copy of which is attached hereto as,EshibitA(the"Asitkar Asaignment"). WHEREAS,David H.Hesley assigned all of his right.title and interest in his twenty- live percent(25%)membership interest in the Company to The Healey Group,LLC by executing an Assignment of Membership Interest dated October 31,2007,a true and correct copy of which is attached hereto as Eshiblt B(the"I leslcy Assignment"). WHEREAS,the Members and Governors of the Company consent to and approve the Ashkar Assignment and the Healey Assignment. By their execution of this Resolution. the Members and Governors of the Company consent to and approve the substitution of The Hesley Group.LLC in the place of Samuel E.Ashlar as a Member of the Company. NOW THEREFORE, BE IT RESOLVED by the Members and Governors of the Company that The Hesley Group.LLC is hereby substituted as a Member of the Company in the place of Samuel E.Ashkar pursuant to the Ashker Assignment,the Hesley Assignment,and the approval of the Board of Governors and the Members.The substitution of the The Healey Group. LI.0 as a Member of the Company in the place of Samuel E.Ashkar grants The Hesley Group. 1-I.0 all of Samuel E.Ashkar'a Member's Capital Account,which is transferred together with all other rights associated with the membership interest in the Company under the terms of the Member Control Agreement dated April 30,2007. BE IT ALSO RESOLVED by the Members and Governors of'the Company that the membership interest of the Company are accurately reflected on attached Fab[bit C. IN WITNESS WHEREOF,the undersigned has executed this instrument as of this day of _,2007. GOVERNORSAND MEMBERS Jon E.lictgason /tor' Tito J.: Oak Ridge Trust.LLC By:_ Its The Bosley Group.LLC By ASSIGNMENT OF MEMBERSHIP INTEREST This ASSIGNMENT MEMBERSHIP INTEREST Is made by Samuel E. Ashkar ("Assignor') pursuant to David H. Hesley ("Assignee'), effective as of February 3,2008. Assignor assigns to Assignee as Inducement to issue a Demand Note for One Hundred Fifty Thousand and 001100 Dollars(5150,000),the receipt of which is hereby acknowledged by Assignor, all of Assignor's right, title and interest in his twenty-five percent (25%) membership Interest In TIC Investments, LLC, a Minnesota limited liability company(the"Company)(20-3807740) Nothing set forth in this Assignment or the transactions contemplated herein is intended to affect the continuation of the Company or its business and operations. Assignor hereby agrees,at any time and from time to time after the date of this Assignment, to execute, acknowledge and deliver such further documents end Instruments,and to take such further actions,as shall be reasonable and necessary to give effect to the transactions contemplated In this Assignment. Assignor hereby waives any requirement that an opinion of counsel be obtained pursuant to Section g.b. of the Member Control Agreement of the Company dated as of November 2005. IN WITNESS WHEREOF, Assignor has executed and delivered this Assignment of Membership Interest as of the day and year first above written, ASSIGNOR -muel E. -hkar ASSIGNMENT OF MEMBERSHIP INTEREST THE UNDERSIGNED,being one of the members of TIC Investments. LLC,a Minnesota limited liability company(the "Company").and holder of 25 Membership Interest Units in the Company,by this instrument hereby assigns and transfers all 25 of his Membership Interest Units in the Company,including all financial rights pursuant to Minnesota Statutes Section 3223.31 and all governance rights pursuant to Minnesota Statutes Section 32213,313. to The Hesley Group, LLC, a Minnesota limited liability company,such transfer to be effective as of October 31,2007. David H.Healey David H.Henley ACCPPTANCE OF MEMBERSHIP INTERES"I' THE UNDERSIGNED hereby accepts the assignment by David H. Henley ("Assignor')of his 25 Membership Interest Units in TIC Investments,Ilk,a Minnesota limited liability company, including all financial rights and governance rights, and the undersigned agrees that the effective dare of such Assignment shall be October 3 I,2007. The Henley Group,LLC By: AZA46.4 Its: tr ra _._ 1 EXHIBIT C MEMBERSHIP INTERESTS i C Name or Member Date 1 Monetary Agreed Vatae Membership Governance Financial Acquired 1 Contrition i of Units Interest interest i Contribution The I-ksley 11101/05 ! $35.00 $35.00 _ °15% 35". 'Grim.,LLC _. Oak Ridge Trust, 11/01/05 $25.00 j $25.00 25%a 25% Jon E.Hcigason. .. 11/01105 520.00. $20.00 20 20% 20% Thomas i.Balko E 11/01/05 520.00 $20.00 t 20 20% 20% } Total: I 5100.00 5100.00 100 100% 100% i - 1 { , . 5 -g- ��6 L�.0 Igo 1 1011E 1M10i1•..4 MINNESOTA SECRETARY OF STATE NOTICE OF CHANGE OF REGISTERED OFFICE/REGISTERED AGENT Please read the instructions on the back before completing this form. 1• En�ti Na : 2. Registered Office Address(No.&Street): List a complete street address or rural route and rural route box number. post office box Is not acceptable. a(ea7 �41f�c 'QC1ay' i4vt- Street City State Zip Code 3, Registered Agent(Registered agents are required for foreign entities but optional for Minnesota entities). If you do not wish to designate an agent,you must list"NONE"in this box.DO NOT LIST THE ENTITY NAME. In compliance with Minnesota Statutes.Section 302A.123,303.10.308A.025,317A.123 or 3228.135 I certify that the above listed company has resolved to change the entity's registered office and/or agent as listed above. I certify that i am authorized to execute this notice and I further certify that I understand that by signing this notice I am subject to the penalties of injury as set forth In Minnesota Statutes Section 609.48 as if I had signed this notice under oath. Signature of Authoriz Person Name and Teleplone Number of a Contact Person: J1`j "4 14 i~.6 L (or'� ►"1l)• rS0s' please print legibly Filing Fee:For Profit Minnesota Corporations,Cooperatives and Limited Liability Companies:$35.00. Minnesota Nonprofit Corporations:No$35.00 fee is due unless you are adding or removing an agent Non-Minnesota Corporations: 550.00. Make checks payable to Secretary of State(YOUR CANCELLED CHECK IS YOUR RECEIPT). ST TE OF MAIL TO: Secretary of State ETA Corporate Division FILED 180 State Office Building 100 Rev.Dr.Martin Luther King Jr. Blvd AY 2096 lks St Paul,MN 55155-1299 (No walk-in service available at this location for corporate.UCC or notary) Walk-in service is available at our public counter located in the Min Suite#100.St.Paul,MN 55103. nesota State Retirement System Bfdg,80 Empire Drive. 6,31C.br46 01 a«nweaOrwRpmaros.gwRw aoS MEMBER CONTROL AGREEMENT OF TIC INVESTMENTS, LLC THIS MEMBER CONTROL AGREEMENT("Agreement")is made this 30th day of April,2007,by and among TIC Investments,LLC("Company"), Samuel E. Ashkar,The Hesley Group,LLC,Oak Ridge Trust,LLC,Jon E.Helgason and Thomas J. Balko(each a"Member" and,collectively,the"Members"). RECITALS: WHEREAS,the undersigned constitute all of the current Members of the Company; WHEREAS,Section 3228.37 of the Minnesota Limited Liability Company Act authorizes a "member control agreement"as defined therein; and WHEREAS,each of the undersigned wishes to enter into this Agreement. WHEREAS, the Company and the Members partially executed organizational documents relating to the organization of the Company. The Company and the Members desire to execute this Agreement,which shall replace and supersede any Member Control Agreement executed prior to the execution of this Agreement. NOW THEREFORE,in consideration of the foregoing and the mutual premises contained in this Agreement,the Members agree as follows: SECTION 1 DEFINITIONS For all purposes of this Agreement(except as may be otherwise expressly provided in this Agreement or unless the context clearly requires otherwise)the terms identified in the Glossary attached hereto as Schedule A shall have the meaning assigned therein. SECTION 2 MEMBERS 2.1 Members. The names and addresses of the Members are set forth on Schedule B. Each Member shall give the Board of Governors at least ten(10)days prior written notice of any change in such Member's name or address. 2.2 Additional Members. No additional Members shall be admitted to the Company except as provided in Section 4.3. Member Control Agreement Page 1 SCHEDULE B TIC INVESTMENTS,LLC MEMBERSHIP INTERESTS Name of Member ! Date Monetary Agreed Value Membership Governance Financial Acquired Contribution of Contribution Units Interest Interest Samuel E.Ashkar 11/01/05 $25.00 $25.00 25 25% 25% The Hesley 11/01/05 $10.00 $10.00 10 10% 10% Group,LLC Oak Ridge Trust, 11/01105 $25.00 $25.00 25 25% 25% LLC Jon E.Helgason 11/01/05 $20.00 $20.00 20 20% 20% Thomas J.Balko 11/01/05 $20.00 $20.00 20 20% 20% Total: $100.00 $100.00 100 100% 100% I II Member Control Agreement Page 37 Lc C l/Itr 1 :59750' 5975J002 14110680TA SECRETARY OF STATE loh ARTICLES OP ORGANIZATION FOR A MUTED k1A6lf.tTY COMPANY SONNEr90TA STATUTES GHAPitR 22213 PURSE PIPE OR PRin 01 RACK MC • 1.Mane d 8401. TIC Invrslnletlte.U.0 2.RquMead Wks Adele eaclP.O.Pox K Unteaspidak4 3101 Old Hlphway B.Ste.104 RoeaWI9 55113 Compleft Siteti`w�w's e►Runt tau.leld der R s aeci Malt. Cy 3.Montt at Iilpwnd Arm toPa1 Jon E Hetgtmon a.Mignon MN1hp.damn:of dinermi a as nobl.ed oeo..ad,a] Ackheel CNI Stott 71P Coot 6.Oaotrolf Dingo ofu.C:tta peep) Pf you de nol ootn5tale tfik 180%a PPM*dwttlbrt tt Mine!"PM HMSO" 6.Cteeith LLC uw i,Merl w Mat My 8'r,,l h eplatbral lord v oenC"NMI 01 tatttp IenreO? DttAKTMENT OF SATE pAar Ono W.._Ns TIM 7.Mud:no AmneeetOtgant r(ex Nov 01 2005 NoeyrMtl) aVrftEe A *Not Gddrw. CrtpMW telgpwp InwpiVit ..4 State Jon E•Helpeeon t:::Wallmatk Lake Drive op 'C ea . o c MN 65013 ° " Thome.J.D.tko 1,2618 Mind View Chas R08888 MN 83674 &mem E.Milker 18011 Woodhsld Curve f:dibitiifai s Pleretanke MN 5530 vtAfem IMnderaott 311 Std St.S.,Mona,MN 66082 "/ 6,Nana and 111e bone 1kee0M of CertMo Peeaon tar file titw •iEet Samuel E.AeNrar Ptrtre t1 t RBJt12 w.•2415 r -, /\ , o ! t r`\ ! 1 \ l , t ; �{ f t, 11 l, './ 1 € t , d 1 t} Is # e r-1 t i xLt .r't 1.; :i lit ♦u, } !�, t` to Of nee . �; N. Not } SECRETARY OF STATE .. ... Certificate of organization ,° I. Mary Kiffineysr, Secretary of State of Minnesota, �` .. ; do certify that: Articles of Organization, duly signed, ' have been tiled on this date in the Office of the Secretary a. organization of State, for the organizatio of the following limited ,_` `" liability company, under and in accordance with the ,_ i provisions of the chapter of Minnesota Statutes listed `£' ,.q below. ° This limited liability company is now legally organized under the laws of Minnesota. �. .,.� , Name:: TIC Investments, LLC t i Charter Number: 1565875-2 r" Chapter Formed Under: 3228 Formed ..,d This certificate has been issued on 11/01/2005. ` r , 4,4ttt-2A:4„lftt ✓t tt , t4`�t`� i y tlt{+ ,,,ittt , tttF - Y � fill{ltlF tt.1t, �/ l,tit## if t of State, ... , . t, , .J ? s t , t t ,, J 5, r `, d , , ! t .f t .. t ' i t t, j t t e , .. t ♦ A 4 t \ t t t .. x + . .. , x l t f , l t , t l t J`x` 1, TIC INVESTMENTS, LLC WRITTEN ACTION IN LIEU OF ORGANIZATIONAL MEETING OF GOVERNORS The undersigned, being all the governors of TIC Investments, LLC, a Minnesota limited liability company(the "Company"), acting pursuant to Minnesota Statutes §322B.656, do hereby adopt in writing the following actions,effective as of November 1,2005. Filing of Required Records A manager of this Company is hereby instructed to cause the following documents to be filed with the records of this Company: 1. Articles of Organization filed with the Minnesota Secretary of State;and 2. Certificate of Organization issued by the Minnesota Secretary of State. Adoption of Operating Agreement The Operating Agreement is hereby adopted and a manager of this Company is hereby instructed to cause the same to be inserted in the minute book of this Company. Adoption of Member Control Agreement The Member Control Agreement is hereby adopted and a manager of this Company is hereby instructed to cause the same to be inserted in the minute book of this Company. Required Records In compliance with Minn. Stat. §322B.373, this Company shall keep at its principal executive office copies of all Required Records. Company Seal This Company shall have no seal. Written Action Page I Fiscal Year This Company shall keep its financial and tax records on the basis of a fiscal year ending December 3L Election of Managers and Board of Governors The following named persons are hereby elected to the offices of this Company set forth opposite their respective names below: Name Position William J. Henderson, Jr. Chief Manager and Chairman of the Board of Governors. David H. Hesley Treasurer and Governor. Samuel E. Ashkar Governor and Vice President. Jon E. Helgason Secretary and Governor. Thomas J. Balko Governor and Vice President. Shawn L. Dahl Governor and Vice President. Designation of Tax Matters Partner Pursuant to Section 6.03 of the Member Control Agreement, David H. Hesley is hereby designated as the "Tax Matters Partner" within the meaning of the Internal Revenue Code §6231(a)(7). Banking Resolutions Upon motion duly made and seconded, it was unanimously resolved to open a corporate banking account in accordance with the form of resolutions attached to these minutes and hereby made a part hereof. Written Action Page 2 Designation of Accountant The Chairman recommended that David H. Hesley,public accountants,be retained to assist in the setting up of books of account for the corporation and to advise on accounting matters. Upon motion duly made,seconded and carried unanimously,the Chief Manager was authorized to retain said accounting firm to serve at the pleasure of the Board of Directors. Acceptance of the Resignation of Organizer Having completed his sole responsibility as sole Organizer in filing the Articles of Organization with the Minnesota Serecary of State,the Members and Governors accept John F. Cameron's resignation as sole Organizer. Acceptance of Contributions The contributions of the persons and in the amounts set forth in Exhibit A hereto are accepted and, upon the execution and delivery by each such person of a Contribution Agreement and the Member Control Agreement,(the form of which are hereby approved)each person delivering such documents shall become a Member of the Company and shall own the Membership Interests set forth in the Member Control Agreement. A statement of such contributions in the form attached hereto as Exhibit A must be retained among the Company's Required Records in accordance with Minn. Stat. §322B.373 subd. 1(11). Written Action Page 3 Omnibus Resolution The Managers of the Company are authorized and directed to take such actions and execute such other documents,as he/she, in their discretion,may deem necessary or appropriate to effectuate the resolutions made herein. AUTHORIZATION for the foregoing resolutions is hereby granted and approved as of date above first written. [SIGNATURE PAGES TO FOLLOW] Written Action Page 4 TIC INVESTMENTS, LLC SIGNATURE PAGE 1 OF 5 TO WRITTEN ACTION DATED NOVEMBER 1,2005 EFFECTIVE DATE: SAMUEL E. ASHKAR November 1, 2005lA? S:muel E. Ashkar Written Action Page 5 TIC INVESTMENTS,LLC SIGNATURE PAGE 2 OF 5 TO WRITTEN ACTION DATED NOVEMBER 1,2005 EFFECTIVE DATE: THE I-IESLE`V GROUP,LLC ,f November 1, 2005 ,,r IC 4 By: David H.Lesley Its: Chief Manager Written Action Page 6 TIC INVESTMENTS,LLC SIGNATURE PAGE 3 OF 5 TO WRITTEN ACTION DATED NOVEMBER I,2005 EFFECTIVE DATE: OAK RIDGE TRUST,LLC• November 1,2005 By: William J.,:fncler';on, Jr. or Its: Chief Manager Written Action Page 7 TIC INVESTMENTS,LLC SIGNATURE PAGE 4 OF 5 TO WRITTEN ACTION DATED NOVEMBER 1,2005 EFFECTIVE DATE: JON E. HELGASON November 1, 2005 Jon E. Helgason Written Action Page 8 TIC INVESTMENTS,LLC SIGNATURE PAGE 5 OF 5 TO WRITTEN ACTION DATED NOVEMBER 1,2005 EFFECTIVE DATE: THOMAS J. BALKO November 1,2005 B Written Action Page 9 ARTICLES OF ORGANIZATION OF TIC PROPERTIES 1,LLC The undersigoed organizer, being a natural person 18 years of age or older, in order to form a limited liability company under Minnesota Statutes, Chapter 322B, hereby adopts the following Articles of Organization: ARTICLE I NAME The name of the Company is"TIC Properties 1,LLC," ARTICLE II REGISTERED OFFICE The registered office of the Company is located at 3101 Old Highway 8, Suite I05, Roseville,Minnesota 55113, ARTICLE III ORGANIZER The name and address of the organizer of the company is as follows: Mark R.(Newnan Winthrop&Weinstine,P.A. 225 South Sixth Street#3500 Minneapolis,MN 55402 ARTICLE IV iihAN The Company shall have a perpetual duration. ARTICLE V DISSOLUTION The Company shall not be dissolved or required to be wound up upon the occurrence of any event set forth in Section 322B.80, SuM. 1(5) of the Act and such events shall not trigger dissolution of the Company. ARTICLE VI MANAGEMENT The Company will be managed by its managers, as further provided in the Company's Operating Agreement. Except as authorized by the managers, no member is au agent of the Company or has the authority to make any contracts, enter into any transactions or make any commitments on behalf of the Company. ARTICLE VII CUMULATIVE VOTING No member of the Company shall have any cumulative voting rights. ARTICLE VIII PREE 'IVE RIGHT No member of the Company shall have any preemptive rights to make contributions of a certain amount or to make a contribution allowance agreement specifying future contributions of a certain amount. ARTICLE IX WRITTEN A.CTIO 'OF BOARD Any action required or permitted to be taken at a meeting of the Board of Governors of the Company not needing approval by the members,may be taken by written action signed by the number of governors that would be required to take such action at a meeting of the Board of Governors at which all governors are present. ARTICLE X WRITTEN ACTION OF THE MEMBERS Any action required or permitted to be taken at a meeting of the members of the Company may be taken by written action signed, or consented to by authenticated electronic 2 communication,by the members who own voting power equal to the voting power that would be requited to take the same action at a meeting of the members at which all members were present. Such written action(s)shall be effective when signed by the required members,unless a different effective time is provided for in the written action. When a written action is taken by less than all members,all members shall be notified immediately of its text and effective date, ARTICLE XI LIMITATION O 'LXA.$LLITY No governor of the Company shall be personally liable to the Company or its members for monetary damages for breach of fiduciary duty by such governor as a governor, provided, however, that this Article shall not eliminate or limit the liability of a governor to the extent provided by applicable law(i) for any breach of the governors duty of loyalty to the Company or its members, (ii)for acts or omissions not in good faith or which involve intentional misconduct or a knowing violation of law, (iii)under Section 322B.56 or 80A.23 of the Minnesota Statutes, (iv) for any transaction from which the governor derived an improper personal benefit or(v) for any act or omission occurring prior to the effective date of this Article. No amendment to or repeal of this Article shall apply to or have any effect on the liability or alleged liability of any governor of the Company for or with respect to any acts or omissions of such governor occurring prior to such amendment or repeal. IN WITNESS WHEREOF, the undersigned has hereunto set and this 16a day of November,2005. rage Mark R.Glee..: Organizer isuo91 OF CiF F�L gow 1 s 2445 3 • 125051 122/21/2g05 12.57 PM 111111111311111! ,II� /3 MINNESOTA SECRETARY OF STATE 2i�$i139 j ) LIMITED LIABILITY DOMESTIC COMPAN ANNUAL RENEWAL IMinnesota Statutes Chapter 3228 Must be filed by December 31 READ INSTRUCTIONS ON BACKBEFORE COMPLETING THIS FORM CURRENT INFORMATION ON FILE: 1. File#: 2, This LLC is formed under the laws of: '-7(e /40-- -3 :4tINNESOTA 3. Limited Liability Company Name:(required) TIC PROPERTIES 1, L1,C 4, Alternate Name,if any(Foreign LLC only): '— 5. Registered Agent(Registered Office Address:irequired) Agent's Name(if appricahle) 2607 WHITE BEAR AVENUE M• ' 000 MN 55109 6. Principal Executive Office Address:(required) (P0 Box alone Is not acceptable) 2607 WHITE BEAR AVENUE MAPLEWOOD MN 55109. 7 Name and business address of manager or other person exercising the principal functions of the chief manager of the ad liability company; (Required) Name: L +rib t4• Hi s�.e.�! Address: 2607 WHITE BEAR AVENUE MAPLEWOOD MN 551.09 8. Does this limited liability company own,lease,or have any financial interest In agricultural land or land capable of beini farmed? Yeti No 9. Name and da t e -ieplo ne 'mbar and/or a-rnall address of a contact person: Name: \ .. '�' 651-770-8505 Ext. E-Mail address: NOTICE: Failure to file this form by December 31 of this year will result In the termination or revocation of this limited liability company without further notice from the Secretary of State,pursuant to Minnesota Statutes, section 3228.960. STATE OF MINNESOTA OEPAFTMEtrf OF STATfi FILED MAY 9 '/OD Soesetary of Rate 11315 bvs5a°cow &anj Forefpn LLC Annum Ranteal Rev. •05 WRITTEN ACTION OF THE FIRST GOVERNORS OF TIC PROPERTIES 1,LLC This Written Action is executed effective as of the 16`"day of November, 2005, by the first governors of TIC Properties I, LLC, a Minnesota limited liability company (the "Company"),pursuant to the statutes of the State of Minnesota and the Articles of Organization of the Company, in order to adopt the resolutions and take the actions hereinafter set forth in writing in lieu of holding the first organizational meeting of the Board of Governors of the Company. Organization On the 16`x' day of November, 2005, the Articles of Organization were filed for record with the Secretary of State of the State of Minnesota and the necessary filing fees were paid. On that date, the Secretary of State of the State of Minnesota issued a Certificate of Organization. Accordingly,the existence of the Company commenced on November 16,2005. The governors of the Company are hereby authorized and directed to pay all fees and expenses incurred in connection with the promotion, organization, and development of the Company. Operatan>z Aereernent An operating agreement for the government of the Company, the conduct of its affairs, and management of its property and business has been considered article by article and section by section. The following resolution is hereby adopted; RESOLVED,that the Operating Agreement in the form presented to the Board of Governors is hereby adopted as the operating agreement of the Company and that the Secretary be and is hereby instructed to cause the same to be inserted in the minute book immediately following the Articles of Organization and the Certificate of Organization. Members The parties named below have submitted to the Company Contribution Agreements, dated effective as of the 16 `day of November,2005 for the purchase of the membership interest units in the Company set forth opposite their names below for the consideration stated in their respective Contribution Agreement: Name Membership Interest Units TIC Investments,LLC 100 The following resolutions are hereby adopted to accept the Contribution Agreements: RESOLVED, that the Company hereby accepts the Contribution Agreement from TIC Investments,LLC in the form presented to the Board of Governors. RESOLVED FURTHER, that the appropriate managers of the Company are hereby authorized and directed to issue the membership units subscribed for and to execute and deliver to the subscriber the membership unit certificate representing such membership units. Election of Managers In order to elect managers of the Company,the following resolution is hereby adopted: RESOLVED,that the following persons are hereby elected to hold the respective positions appearing after their name until their successors are elected and have qualified,or until their earlier death,resignation,removal or disqualification: Name Office Samuel Ashkar Chief Manager David Hesley Treasurer William Henderson Vice President Ton B. Helgason Secretary John Balko Vice President Baukin¢Resolution In order to establish banking facilities,the following resolution is hereby adopted: RESOLVED, that the Board of Governors shall establish whatever banking facilities deemed appropriate to be the depository of the Company's accounts. Fiscal Year In order to establish the fiscal year of the Company, the following resolution is hereby adopted: RESOLVED, that the fiscal year of the Company is hereby designated to commence on January l in each year. -2- Cornxtteocement_of Business It is hereby agreed that the Company shall commence doing business forthwith. Comnanv Books The Secretary of the Company is hereby authorized and directed to procure proper company books for the Company and is hereby instructed to insert or cause to be inserted in the minute book of the Company the Articles of Organization as recorded with the Secretary of State, or a duplicate thereof, the Certificate of Organization issued by the Secretary of State, the Operating Agreement of the Company, and this Written Action of the First Governors of the Company. IN WITNESS WHEREOF, this Written Action is effective as of the date and year first above written,which shall be the effective date hereof, Samuel Ashkar, Governor David Hesley,Governor William Henderson,Governor Jon E. Helgason,Governor John 13alko,Governor ?sasuzv1 • -3- WRITTEN ACTION OF THE ORGANIZER OF TIC PROPERTIES I, LLC This written Action is executed effective as of the I6`" day of November, 2005, by the organizer of TIC Properties I, LLC, a Minnesota limited liability company (the "Company"), pursuant to the statutes of the State of Minnesota and the Articles of Organization of the Company, in order to adopt the resolutions and take the actions hereinafter set forth in lieu of holding a meeting of the sole member of the Company. Aprwintment of Governors In order to appoint the governors of the Company, the following resolution is hereby adopted: RESOLVED, that the following individuals are hereby appointed to serve as the governors of this Company until the election and qualification of their successors or until their earlier death, resignation or removal: Samuel Ashkar David Hesley William Henderson Jon E. Helgason John Balko IN WITNESS WHEREOF, the undersigned has signed this Written Action as of the date and year first above written,which shall be the effective date hereof. Mark R.Gleernan,Organizer 25451060 • V aS�1ln t(7r1 Department of Property Records ;.TASTATEMEM r County and Taxpayer Services 2013 Values for Taxes Payable in 1 4 11949 62Street North PO Box 200 VALUES AND CLASSIFICATION iiiiw iter AN 55082-0200 i 35 1) 30 401'5,,,,,w,cio.viashington rnn us Taxes Payable Year: 2013 2014 Estimated Market Value: 5,320,900 5,320,900 (Property ID: 33.030.20.44.0025 Bill#:35413) Step Homestead Exclusion: 0 C I Taxable Market Value: 5.320,900 5,320.900 tg New Improvements) Expired Exclusions: Taxpayer: TIC PROPERTIES 1 LLC -<L444 Property Classification: :,ar:ment -ca re,t 2607 WHITE BEAR AVE N MAPLEWOOD MN 55109-51 10 I'IIII'IIIIInIIIlr1II IIIi1IlIrrluIIIIIIIILIIIIi,IIIIIIIiraIIIII Sent in?darcn2013 Step PROPOSED TAX 2 Did not include special assessments or referenda $81,960."u0 approved by the voters at the November election Sent in November 2013 Step PROPERTY TAX STATEMENT 3 First half taxes due: May 15 $46,270.00 Second half taxes due: October 15 $46,270.00 Total Taxes Due in 2014: 392,540.00 $$$ Tax Detail for Your Property:IS Taxes Payable Year: 2013 2014 REFUNDS? 1 Use this amount on Form M1PR to see if you are eligible for a property tax refund. _ SO 00 You may be eligible for one or File by August 15.If this box is checked,you owe delinquent taxes and are not eligible. :van two refunds to reduce 2. Use these amounts on Form M1PR to see if you are eligible for a special refund. - $0.00 your property tax.Read the 3. Property taxes before credits 386,069.00 $92,285.00 pack of this statement to A 4. Credits that reduce property taxes rind out how to apply. k 0 A.Agricultural market value credit 50.00 S0.00 gc) 8.Other Credits 30.00 50.00 5. Property taxes after credits 386,069.00 392,285.00 Property Address: 6. WASHINGTON COUNTY A.County General 322,762.26 521,823.39 6060 OXBORO AVE N B.County Regional Rail Authority $150.42 $154.88 STILLWATER MN 55082 7. CITY OF OAK PARK HEIGHTS $36,513.51 $39,667.66 8. State General Tax $0.00 $0.00 Description: 9. ISO 834 STILLWATER A.Voter approved levies $9,903.88 $12,589.82 OAK PARK HEIGHTS GARDEN Lot I Block 1 T B.Other Local Levies $13,556.79 $14,878.97 X`0 10. Special Taxing Districts A.Metropolitan Council $694.00 3698.67 4°-7-1 B.Metropolitan Council Transit 51,126.53 $1,007.03 C.Metropolitan Mosquito Control $387.71 3367.77 t co o' D.County HRA 3872.04 $858.15 a Line 13 Special Assessment Detail: `-c`.v E' O'.UEN"AL CrARC-8'"E CEP <ss" 11. Non-school voter approved referenda levies $101 86 $238.66 1 12. Total property tax before special assessments $86,069.00 392,285.00 13. Special assessments 3255.00 3255.00 Principal: ;..t, 14. TOTAL PROPERTY TAX AND SPECIAL ASSESSMENTS $86,324.00 592,540.00 Interest: ",3 Cv WSB i�YSB .g h engineering•planning.environmental-construction 701 Xenia Avenue South Suite 300 Minneapolis,MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 October 9, 2014 Mr. Shawn Dahl TIC Properties/Oakridge Place DBA Oakridge Place Senior Living 6060 Oxboro Avenue N Oak Park Heights, MN 55082 Re: Wetland review at Oak Ridge Addition WSB Project No. 2885-000 Dear Mr. Dahl: As requested by TIC Properties, 1, LLC, we have completed a review of the site at 6060 Oxboro Avenue North, Oak Park Heights, MN 55082 (PID 33-030-20-44-0025). This review consisted of evaluating the Soil Survey,National Wetland Inventory, DNR Public Waters Map, aerial photo, site photos, site plans, and topography. Based on this review,there are no wetlands within the parcel. There is a storm water collection system located in the southeast corner of the site. Storm sewer mapping indicates this area receives and discharges storm water for the area. If you have questions,please feel free to call me at 763-287-7196. Sincerely, WSB &Associates,Inc. 2//c—„,' ,14.).1-1e#6t-4)4 Andrea M. Moffatt, PWS Principal cc: Pat Mason, Ames Construction Equal Opportunity Employer wsbeng.com K:\02885000\Admio\Docs\LTR-100914-sdahLdocx (U,14'1 4- Eff s SINCE ESS BROTHERS & SONS, INC. 9350 County Road 19 Phone 763-478-2027 1867 Loretto/Corcoran, MN 55357 Toll Free 800-478-2027 BROTHERS&SONS INC. www.essbrothers.com Fax 763-478-8868 "��F t 1.,-C -t\Tl0 .- Gf( ,Pte'\Oti S -),,,: 7 y e, - P. - o, 8 I KD/4 D. 0 6 E-k/Nz. -rte MG 4e> ' vu€-s/ R (40'7. vo‘t�-) / 45" E, Nt,PE G.�t. i k �.: , -N..�.PG'_u k ou s .....> 46,56-7 .3F CI . o-i A.C.<J oP0.5Si s.�PSe_U Lou.5 =yam "77, °\ 55 t ,16i ►'mac-r) fr-r=u-) - F -v xay.s= 3 t ,3,5 � . * EGG2).3 k It& 1 >JEtLT' 7101v yi" -t- Y4" - 4" (31,351 Sr.) -, 1`15°1-C43 PeoPo5so 12 0.-rtc - t�P_.E:P\ �} 20` k 1 \C) 1 44e 1 .PG, =7, 67 3, S -F-o 77 \ ' S £c.E/Fll o+.-) Gk 1.-\erd Z 1 IC) k \! _ 2-2C0Q3 (2-4):'''. \ \O'k. 1') - \PC(t'p6P-t't) - 2.2a7 - 2Cn'(Z 4s6-64-5 =2-2CX7- .4 - t`70a 443 --1-0-7z.-.L.- ' ZZ ,-*`1 b°\ 3"t 0 } -a3 k. 4-0 to = 15g4 3 4 F tPG i& P LPG LG -)G-fl-\ > P1PS 11-2 (_( ' p5 --1-0-7-N-L. ; zoo' x z,45b -t2- = 4°t 1 -1'3 ��) ,1✓b '7i,7\L 1 1\_)F t t._--c- i-[-'tav !(oLv►L I564 -k. 4401. > zoss £ 3 /- 'sou__t, O,e 11, / N i2 > D, orb &/+ K-rs=i 22.co w->c. 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K m : \� ����\ ; \\ \ : . � � ���� A p \ / %\2P > ƒ7 top p p r �4 © « Reach Routing v m for EXISTING DRAINAGE-O K RIDGE MEMORY CARE Prepared by{enter your company name&m, Printed 1ozs2i $4 HydroADO 10.00-11 s/n 00744 @3&HydroCAD Software Sol s LC EXISTING DRAINAGE - OAK RIDGE MEMORY CARE Type II 24-hr 2YR Rainfall=2.75" Prepared by {enter your company name here} Printed 10/15/2014 HydroCAD©10.00-11 s/n 00744 ©2014 HydroCAD Software Solutions LLC Page 2 Time span=0.00-200.00 hrs, dt=0.01 hrs, 20001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Subcatchment 1S: Runoff Area=6.180 ac 31.88% Impervious Runoff Depth=0.15" Flow Length=1,085' Slope=0.1200 Tc=18.8 min CN=56 Runoff=0.24 cfs 0.079 af Subcatchment 2S: Runoff Area=0.540 ac 35.19% Impervious Runoff Depth=0.22" Flow Length=335' Slope=0.0450 '1' Tc=11.1 min CN=59 Runoff=0.08 cfs 0.010 af Subcatchment 2S ID: Runoff Area=0.350 ac 100.00% Impervious Runoff Depth=2.52" Flow Length=335' Slope=0.0450 '/' Tc=3.0 min CN=98 Runoff=1.49 cfs 0.073 af Pond 1P: Peak Elev=867.22' Storage=0.001 af Inflow=1.49 cfs 0.163 af 24.0" Round Culvert n=0.013 L=52.0' S=0.0263'1 Outflow=1.48 cfs 0.163 af Pond 2P: Peak Elev=877.42' Inflow=1.49 cfs 0.084 af 18.0" Round Culvert n=0.025 L=46.0' S=0.1574'/' Outflow=1.49 cfs 0.084 af Pond 3P: Peak Elev=880.60' Storage=0.000 of Inflow=1.49 cfs 0.084 af Outflow=1.49 cfs 0.084 af Total Runoff Area=7.070 ac Runoff Volume=0.163 af Average Runoff Depth =0.28" 64.50%Pervious=4.560 ac 35.50%Impervious=2.510 ac EXISTING DRAINAGE - OAK RIDGE MEMORY CARE Type 1124-hr 2YR Rainfall=2.75" Prepared by {enter your company name here} Printed 10/15/2014 HydroCAD® 10.00-11 s/n 00744 ©2014 HydroCAD Software Solutions LLC Pale 3 Summary for Subcatchment 1S: Runoff = 0.24 cfs @ 12.26 hrs, Volume= 0.079 af, Depth= 0.15" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Type II 24-hr 2YR Rainfall=2.75" Area (ac) CN Description * 1.440 98 Paved parking, HSG A OFFSITE * 0.640 30 Woods, Good, HSG A OFFSITE * 1.110 39 >75%Grass cover, Good, HSG A OFFSITE 0.530 98 Paved parking, HSG A 0.850 30 Woods, Good, HSG A 1.610 39 >75%Grass cover, Good, HSG A 6.180 56 Weighted Average 4.210 68.12% Pervious Area 1.970 31.88% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 18.8 1,085 0.1200 0.96 Lag/CN Method, Summary for Subcatchment 2S: Runoff = 0.08 cfs @ 12.08 hrs, Volume= 0.010 af, Depth= 0.22" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Type II 24-hr 2YR Rainfall=2.75" Area (ac) CN Description 0.190 98 Paved parking, HSG A 0.050 30 Woods, Good, HSG A 0.300 39 >75%Grass cover, Good, HSG A 0.540 59 Weighted Average 0.350 64.81% Pervious Area 0.190 35.19% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 11.1 335 0.0450 0.50 Lag/CN Method, Summary for Subcatchment 2S ID: Runoff = 1.49 cfs @ 11.93 hrs, Volume= 0.073 af, Depth= 2.52" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Type II 24-hr 2YR Rainfall=2.75" EXISTING DRAINAGE - OAK RIDGE MEMORY CARE Type II 24-hr 2YR Rainfall=2.75" Prepared by {enter your company name here) Printed 10/15/2014 HydroCAD® 10.00-11 s/n 00744 ©2014 HydroCAD Software Solutions LLC Page 4 Area (ac) CN Description 0.350 98 Paved parking, HSG A 0.350 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 3.0 335 0.0450 1.89 Lag/CN Method, Summary for Pond 1 P: Inflow Area= 7.070 ac, 35.50% Impervious, Inflow Depth = 0.28" for 2YR event Inflow = 1.49 cfs @ 11.94 hrs, Volume= 0.163 af Outflow = 1.48 cfs @ 11.94 hrs, Volume= 0.163 af, Atten= 1%, Lag= 0.4 min Primary = 1.48 cfs @ 11.94 hrs, Volume= 0.163 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Peak Elev= 867.22'@ 11.94 hrs Surf.Area= 0.003 ac Storage= 0.001 af Plug-Flow detention time= 1.3 min calculated for 0.163 af (100%of inflow) Center-of-Mass det. time= 1.1 min ( 885.7 - 884.6 ) Volume Invert Avail.Storage Storage Description #1 866.72' 1.460 af Custom Stage Data(Prismatic) Listed below(Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 866.72 0.001 0.000 0.000 868.00 0.006 0.004 0.004 870.00 0.010 0.016 0.020 872.00 0.030 0.040 0.060 874.00 0.080 0.110 0.170 876.00 0.150 0.230 0.400 878.00 0.260 0.410 0.810 880.00 0.390 0.650 1.460 Device Routing Invert Outlet Devices #1 Primary 866.72' 24.0" Round Culvert L= 52.0' Ke= 0.500 Inlet/Outlet Invert= 866.72'/865.35' S= 0.0263 '/' Cc= 0.900 n= 0.013, Flow Area= 3.14 sf rimary OutFlow Max=1.48 cfs @ 11.94 hrs HW=867.22' (Free Discharge) 1=Culvert (Inlet Controls 1.48 cfs @ 2.41 fps) Summary for Pond 2P: Inflow Area= 0.890 ac, 60.67% Impervious, Inflow Depth = 1.13" for 2YR event Inflow = 1.49 cfs @ 11.94 hrs, Volume= 0.084 af Outflow = 1.49 cfs @ 11.94 hrs, Volume= 0.084 af, Atten= 0%, Lag= 0.0 min Primary = 1.49 cfs @ 11.94 hrs, Volume= 0.084 of EXISTING DRAINAGE - OAK RIDGE MEMORY CARE Type 1124-hr 2YR Rainfall=2.75" Prepared by {enter your company name here} Printed 10/15/2014 HydroCAD®10.00-11 sin 00744 ©2014 HydroCAD Software Solutions LLC Pale 5 Routing by Dyn-Stor-Ind method, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Peak Elev= 877.42' @ 11.94 hrs Device Routing Invert Outlet Devices #1 Primary 876.87' 18.0" Round Culvert L=46.0' Ke= 0.500 Inlet/Outlet Invert= 876.87'/869.63' S= 0.1574'/' Cc= 0.900 n= 0.025 Corrugated metal, Flow Area= 1.77 sf Primary OutFlow Max=1.49 cfs @ 11.94 hrs HW=877.42' TW=867.22' (Dynamic Tailwater) L1=Culvert (Inlet Controls 1.49 cfs @ 2.53 fps) Summary for Pond 3P: Inflow Area= 0.890 ac, 60.67% Impervious, Inflow Depth = 1.13" for 2YR event Inflow = 1.49 cfs @ 11.93 hrs, Volume= 0.084 af Outflow = 1.49 cfs @ 11.94 hrs, Volume= 0.084 af, Atten= 0%, Lag= 0.2 min Primary = 1.49 cfs @ 11.94 hrs, Volume= 0.084 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Peak Elev= 880.60' @ 11.94 hrs Surf.Area= 0.004 ac Storage= 0.000 of Plug-Flow detention time= 0.2 min calculated for 0.083 af (100%of inflow) Center-of-Mass det. time= 0.2 min ( 778.0 - 777.8 ) Volume Invert Avail.Storage Storage Description #1 880.47' 0.031 of Custom Stage Data(Prismatic) Listed below(Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 880.47 0.001 0.000 0.000 882.00 0.040 0.031 0.031 Device Routing Invert Outlet Devices #1 Primary 880.47' 24.0" x 36.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads rimary OutFlow Max=1.49 cfs @ 11.94 hrs HW=880.60' TW=877.42' (Dynamic Tailwater) 1=Orifice/Grate (Weir Controls 1.49 cfs @ 1.17 fps) EXISTING DRAINAGE - OAK RIDGE MEMORY CARE Type 1124-hr 10YR Rainfall=4.15" Prepared by {enter your company name here} Printed 10/15/2014 HydroCAD®10.00-11 s/n 00744 ©2014 HydroCAD Software Solutions LLC Pape 6 Time span=0.00-200.00 hrs, dt=0.01 hrs, 20001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Subcatchment 1S: Runoff Area=6.180 ac 31.88% Impervious Runoff Depth=0.64" Flow Length=1,085' Slope=0.1200'/' Tc=18.8 min CN=56 Runoff=3.23 cfs 0.328 af Subcatchment 2S: Runoff Area=0.540 ac 35.19% Impervious Runoff Depth=0.78" Flow Length=335' Slope=0.0450'/' Tc=11.1 min CN=59 Runoff=0.54 cfs 0.035 af Subcatchment 2S ID: Runoff Area=0.350 ac 100.00% Impervious Runoff Depth=3.91" Flow Length=335' Slope=0.0450'1 Tc=3.0 min CN=98 Runoff=2.26 cfs 0.114 af Pond 1P: Peak Elev=867.55' Storage=0.002 af Inflow=3.84 cfs 0.478 af 24.0" Round Culvert n=0.013 L=52.0' S=0.0263'1 Outflow=3.83 cfs 0.478 af Pond 2P: Peak EIev=877.60' Inflow=2.49 cfs 0.149 af 18.0" Round Culvert n=0.025 L=46.0' S=0.1574'/' Outflow=2.49 cfs 0.149 af Pond 3P: Peak EIev=880.65' Storage=0.001 af Inflow=2.49 cfs 0.149 af Outflow=2.49 cfs 0.149 af Total Runoff Area=7.070 ac Runoff Volume=0.478 of Average Runoff Depth =0.81" 64.50%Pervious=4.560 ac 35.50%Impervious=2.510 ac EXISTING DRAINAGE - OAK RIDGE MEMORY CARE Type 1124-hr 10YR Rainfall=4.15" Prepared by {enter your company name here} Printed 10/15/2014 HydroCAD® 10.00-11 s/n 00744 ©2014 HydroCAD Software Solutions LLC Pape 7 Summary for Subcatchment 1S: Runoff = 3.23 cfs @ 12.16 hrs, Volume= 0.328 af, Depth= 0.64" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Type II 24-hr 10YR Rainfall=4.15" Area (ac) CN Description * 1.440 98 Paved parking, HSG A OFFSITE * 0.640 30 Woods, Good, HSG A OFFSITE * 1.110 39 >75% Grass cover, Good, HSG A OFFSITE 0.530 98 Paved parking, HSG A 0.850 30 Woods, Good, HSG A 1.610 39 >75%Grass cover, Good, HSG A 6.180 56 Weighted Average 4.210 68.12% Pervious Area 1.970 31.88% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 18.8 1,085 0.1200 0.96 Lag/CN Method, Summary for Subcatchment 2S: Runoff = 0.54 cfs @ 12.05 hrs, Volume= 0.035 af, Depth= 0.78" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Type II 24-hr 10YR Rainfall=4.15" Area (ac) CN Description 0.190 98 Paved parking, HSG A 0.050 30 Woods, Good, HSG A 0.300 39 >75%Grass cover, Good, HSG A 0.540 59 Weighted Average 0.350 64.81% Pervious Area 0.190 35.19% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 11.1 335 0.0450 0.50 Lag/CN Method, Summary for Subcatchment 2S ID: Runoff = 2.26 cfs @ 11.93 hrs, Volume= 0.114 af, Depth= 3.91" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Type II 24-hr 10YR Rainfall=4.15" EXISTING DRAINAGE - OAK RIDGE MEMORY CARE Type 1124-hr 10YR Rainfall=4.15" Prepared by {enter your company name here} Printed 10/15/2014 HydroCAD®10.00-11 s/n 00744 ©2014 HydroCAD Software Solutions LLC Page 8 Area (ac) CN Description 0.350 98 Paved parking, HSG A 0.350 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 3.0 335 0.0450 1.89 Lag/CN Method, Summary for Pond 1 P: Inflow Area= 7.070 ac, 35.50% Impervious, Inflow Depth = 0.81" for 10YR event Inflow = 3.84 cfs @ 12.14 hrs, Volume= 0.478 of Outflow = 3.83 cfs @ 12.14 hrs, Volume= 0.478 af, Atten= 0%, Lag= 0.3 min Primary = 3.83 cfs @ 12.14 hrs, Volume= 0.478 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Peak Elev=867.55' @ 12.14 hrs Surf.Area= 0.004 ac Storage= 0.002 af Plug-Flow detention time= 0.7 min calculated for 0.478 af (100%of inflow) Center-of-Mass det. time= 0.7 min ( 875.9 - 875.2 ) Volume Invert Avail.Storage Storage Description #1 866.72' 1.460 of Custom Stage Data(Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 866.72 0.001 0.000 0.000 868.00 0.006 0.004 0.004 870.00 0.010 0.016 0.020 872.00 0.030 0.040 0.060 874.00 0.080 0.110 0.170 876.00 0.150 0.230 0.400 878.00 0.260 0.410 0.810 880.00 0.390 0.650 1.460 Device Routing Invert Outlet Devices #1 Primary 866.72' 24.0" Round Culvert L= 52.0' Ke= 0.500 Inlet/Outlet Invert= 866.72'/865.35' S= 0.0263 '/' Cc= 0.900 n= 0.013, Flow Area= 3.14 sf rimary OutFlow Max=3.83 cfs @ 12.14 hrs HW=867.55' (Free Discharge) 1=Culvert (Inlet Controls 3.83 cfs @ 3.10 fps) Summary for Pond 2P: Inflow Area= 0.890 ac, 60.67% Impervious, Inflow Depth = 2.02" for 10YR event Inflow = 2.49 cfs @ 11.94 hrs, Volume= 0.149 of Outflow = 2.49 cfs @ 11.94 hrs, Volume= 0.149 af, Atten= 0%, Lag= 0.0 min Primary = 2.49 cfs @ 11.94 hrs, Volume= 0.149 of EXISTING DRAINAGE - OAK RIDGE MEMORY CARE Type 1124-hr 10YR Rainfall=4.15" Prepared by {enter your company name here} Printed 10/15/2014 HydroCAD®10.00-11 s/n 00744 ©2014 HydroCAD Software Solutions LLC Page 9 Routing by Dyn-Stor-Ind method, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Peak Elev= 877.60' @ 11.94 hrs Device Routing Invert Outlet Devices #1 Primary 876.87' 18.0" Round Culvert L=46.0' Ke= 0.500 Inlet/Outlet Invert= 876.87'/869.63' S= 0.1574'/' Cc= 0.900 n= 0.025 Corrugated metal, Flow Area= 1.77 sf Primary OutFlow Max=2.48 cfs @ 11.94 hrs HW=877.60' TW=867.42' (Dynamic Tailwater) L1=Culvert (Inlet Controls 2.48 cfs @ 2.91 fps) Summary for Pond 3P: Inflow Area= 0.890 ac, 60.67% Impervious, Inflow Depth = 2.02" for 10YR event Inflow = 2.49 cfs @ 11.94 hrs, Volume= 0.149 af Outflow = 2.49 cfs @ 11.94 hrs, Volume= 0.149 af, Atten= 0%, Lag= 0.2 min Primary = 2.49 cfs @ 11.94 hrs, Volume= 0.149 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Peak Elev= 880.65' @ 11.94 hrs Surf.Area= 0.006 ac Storage= 0.001 af Plug-Flow detention time= 0.2 min calculated for 0.149 af (100%of inflow) Center-of-Mass det. time= 0.2 min ( 780.7 - 780.5) Volume Invert Avail.Storage Storage Description #1 880.47' 0.031 af Custom Stage Data(Prismatic) Listed below(Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 880.47 0.001 0.000 0.000 882.00 0.040 0.031 0.031 Device Routing Invert Outlet Devices #1 Primary 880.47' 24.0"x 36.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=2.48 cfs @ 11.94 hrs HW=880.65' TW=877.60' (Dynamic Tailwater) 1-1=Orifice/Grate (Weir Controls 2.48 cfs @ 1.38 fps) EXISTING DRAINAGE - OAK RIDGE MEMORY CARE Type 11 24-hr 100YR Rainfall=5.90" Prepared by {enter your company name here) Printed 10/15/2014 HydroCAD®10.00-11 s/n 00744 ©2014 HydroCAD Software Solutions LLC Page 10 Time span=0.00-200.00 hrs, dt=0.01 hrs, 20001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Subcatchment 1S: Runoff Area=6.180 ac 31.88% Impervious Runoff Depth=1.54" Flow Length=1,085' Slope=0.1200 '/' Tc=18.8 min CN=56 Runoff=9.89 cfs 0.792 af Subcatchment 2S: Runoff Area=0.540 ac 35.19% Impervious Runoff Depth=1.78" Flow Length=335' Slope=0.0450 '1 Tc=11.1 min CN=59 Runoff=1.37 cfs 0.080 af Subcatchment 2S ID: Runoff Area=0.350 ac 100.00% Impervious Runoff Depth=5.66" Flow Length=335' Slope=0.0450 '/' Tc=3.0 min CN=98 Runoff=3.23 cfs 0.165 af Pond 1 P: Peak Elev=868.28' Storage=0.006 af Inflow=11.22 cfs 1.037 af 24.0" Round Culvert n=0.013 L=52.0' S=0.0263 '/' Outflow=11.21 cfs 1.037 af Pond 2P: Peak Elev=877.83' Inflow=4.02 cfs 0.245 af 18.0" Round Culvert n=0.025 L=46.0' S=0.1574'/' Outflow=4.02 cfs 0.245 af Pond 3P: Peak Elev=880.72' Storage=0.001 af Inflow=4.02 cfs 0.245 af Outflow=4.02 cfs 0.245 af Total Runoff Area=7.070 ac Runoff Volume= 1.037 of Average Runoff Depth = 1.76" 64.50%Pervious=4.560 ac 35.50%Impervious=2.510 ac EXISTING DRAINAGE - OAK RIDGE MEMORY CARE Type 1124-hr 100YR Rainfall=5.90" Prepared by {enter your company name here} Printed 10/15/2014 HydroCAD® 10.00-11 s/n 00744 ©2014 HydroCAD Software Solutions LLC Pape 11 Summary for Subcatchment 1S: Runoff = 9.89 cfs @ 12.13 hrs, Volume= 0.792 af, Depth= 1.54" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Type II 24-hr 100YR Rainfall=5.90" Area (ac) CN Description * 1.440 98 Paved parking, HSG A OFFSITE * 0.640 30 Woods, Good, HSG A OFFSITE * 1.110 39 >75% Grass cover, Good, HSG A OFFSITE 0.530 98 Paved parking, HSG A 0.850 30 Woods, Good, HSG A 1.610 39 >75% Grass cover, Good, HSG A 6.180 56 Weighted Average 4.210 68.12% Pervious Area 1.970 31.88% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 18.8 1,085 0.1200 0.96 Lag/CN Method, Summary for Subcatchment 2S: Runoff = 1.37 cfs @ 12.04 hrs, Volume= 0.080 af, Depth= 1.78" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Type II 24-hr 100YR Rainfall=5.90" Area (ac) CN Description 0.190 98 Paved parking, HSG A 0.050 30 Woods, Good, HSG A 0.300 39 >75%Grass cover, Good, HSG A 0.540 59 Weighted Average 0.350 64.81% Pervious Area 0.190 35.19% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 11.1 335 0.0450 0.50 Lag/CN Method, Summary for Subcatchment 2S ID: Runoff = 3.23 cfs @ 11.93 hrs, Volume= 0.165 af, Depth= 5.66" Runoff by SCS TR-20 method,UH=SCS, Weighted-CN, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Type II 24-hr 100YR Rainfall=5.90" EXISTING DRAINAGE - OAK RIDGE MEMORY CARE Type 1124-hr 100YR Rainfall=5.90" Prepared by {enter your company name here} Printed 10/15/2014 HydroCAD®10.00-11 s/n 00744 ©2014 HydroCAD Software Solutions LLC Page 12 Area (ac) CN Description 0.350 98 Paved parking, HSG A 0.350 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 3.0 335 0.0450 1.89 Lag/CN Method, Summary for Pond 1 P: Inflow Area= 7.070 ac, 35.50% Impervious, Inflow Depth = 1.76" for 100YR event Inflow = 11.22 cfs @ 12.12 hrs, Volume= 1.037 of Outflow = 11.21 cfs @ 12.13 hrs, Volume= 1.037 af, Atten= 0%, Lag= 0.4 min Primary = 11.21 cfs @ 12.13 hrs, Volume= 1.037 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Peak Elev= 868.28' @ 12.13 hrs Surf.Area= 0.007 ac Storage= 0.006 af Plug-Flow detention time= 0.6 min calculated for 1.037 af (100%of inflow) Center-of-Mass det. time= 0.6 min ( 860.2 - 859.7 ) Volume Invert Avail.Storage Storage Description #1 866.72' 1.460 af Custom Stage Data(Prismatic) Listed below(Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 866.72 0.001 0.000 0.000 868.00 0.006 0.004 0.004 870.00 0.010 0.016 0.020 872.00 0.030 0.040 0.060 874.00 0.080 0.110 0.170 876.00 0.150 0.230 0.400 878.00 0.260 0.410 0.810 880.00 0.390 0.650 1.460 Device Routing Invert Outlet Devices #1 Primary 866.72' 24.0" Round Culvert L= 52.0' Ke= 0.500 Inlet/Outlet Invert= 866.72'/865.35' S= 0.0263 '/' Cc= 0.900 n= 0.013, Flow Area=3.14 sf rimary OutFlow Max=11.20 cfs @ 12.13 hrs HW=868.28' (Free Discharge) 1=Culvert (Inlet Controls 11.20 cfs @ 4.26 fps) Summary for Pond 2P: Inflow Area= 0.890 ac, 60.67% Impervious, Inflow Depth = 3.30" for 100YR event Inflow = 4.02 cfs @ 11.94 hrs, Volume= 0.245 af Outflow = 4.02 cfs @ 11.94 hrs, Volume= 0.245 af, Atten= 0%, Lag= 0.0 min Primary = 4.02 cfs @ 11.94 hrs, Volume= 0.245 af EXISTING DRAINAGE - OAK RIDGE MEMORY CARE Type 1124-hr 100YR Rainfall=5.90" Prepared by {enter your company name here} Printed 10/15/2014 HydroCAD®10.00-11 s/n 00744 ©2014 HydroCAD Software Solutions LLC Pape 13 Routing by Dyn-Stor-Ind method, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Peak Elev= 877.83' @ 11.94 hrs Device Routing Invert Outlet Devices #1 Primary 876.87' 18.0" Round Culvert L= 46.0' Ke= 0.500 Inlet/Outlet Invert= 876.87'/869.63' S= 0.1574'/' Cc= 0.900 n= 0.025 Corrugated metal, Flow Area= 1.77 sf Primary OutFlow Max=4.01 cfs @ 11.94 hrs HW=877.83' TW=867.89' (Dynamic Tailwater) t1=Culvert (Inlet Controls 4.01 cfs @ 3.34 fps) Summary for Pond 3P: Inflow Area= 0.890 ac, 60.67% Impervious, Inflow Depth = 3.30" for 100YR event Inflow = 4.02 cfs @ 11.94 hrs, Volume= 0.245 af Outflow = 4.02 cfs @ 11.94 hrs, Volume= 0.245 af, Atten= 0%, Lag= 0.2 min Primary = 4.02 cfs @ 11.94 hrs, Volume= 0.245 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Peak Elev= 880.72' @ 11.94 hrs Surf.Area= 0.007 ac Storage= 0.001 af Plug-Flow detention time= 0.2 min calculated for 0.245 af (100%of inflow) Center-of-Mass det. time= 0.2 min ( 780.9 - 780.7) Volume Invert Avail.Storage Storage Description #1 880.47' 0.031 af Custom Stage Data(Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 880.47 0.001 0.000 0.000 882.00 0.040 0.031 0.031 Device Routing Invert Outlet Devices #1 Primary 880.47' 24.0"x 36.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads rimary OutFlow Max=4.01 cfs @ 11.94 hrs HW=880.72' TW=877.83' (Dynamic Tailwater) 1=Orifice/Grate (Weir Controls 4.01 cfs @ 1.62 fps) o s ` • 6- is i' ems. o •z6- r.1 ;) - ► O c sJ iJ 1.1.... t. — N ) v N ,o N m o. o - N .o o Un .o .. m 0. f3 N N V .66 666 O CS ....,^ N4Nrs- `�/ d Pd, V, ri 0R d o 0 E 0 ; C) Ti 2 li 'b• Z t CI la :8, . v z100 V U Y •Ir 2 JI 1 E �? NIJ a C {yV� 01 dt N PO 4.4) — � r ' F Vl In % 1 wU rn� O 0 4 F "8 R 0 OO & . O o m N • N m D • ` va O N _ p aS p < VJ w uS % p Q 6 CL `. w f Wp ci E i) o g p O gmh▪ z s Ni M � ;Z v 5 _` 2 0 _' 1- • — N b) V K) `0 N a0 P O — N o) V Uf) .0 N a0 P N N N 2S ID AN AND 1P (Subc Reach Pon 1111 Routing Diagram for PROPOSED DRAINAGE-OAK RIDGE MEMORY CARE Prepared by{enter your company name here}, Printed 10/15/2014 HydroCAD®10.00-11 s/n 00744 ©2014 HydroCAD Software Solutions LLC PROPOSED DRAINAGE - OAK RIDGE MEMORY CARE Type 1124-hr 2YR Rainfall=2.75" Prepared by {enter your company name here} Printed 10/15/2014 HydroCAD®10.00-11 s/n 00744 ©2014 HydroCAD Software Solutions LLC Page 2 Time span=0.00-200.00 hrs, dt=0.01 hrs, 20001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Subcatchment 1S: Runoff Area=5.030 ac 35.39% Impervious Runoff Depth=0.20" Flow Length=1,125' Slope=0.1650'1 Tc=15.7 min CN=58 Runoff=0.43 cfs 0.083 af Subcatchment 2S: Runoff Area=1.200 ac 50.83% Impervious Runoff Depth=0.54" Flow Length=440' Slope=0.0350 '/' Tc=12.1 min CN=69 Runoff=0.79 cfs 0.054 af Subcatchment 2S ID: Runoff Area=0.840 ac 100.00% Impervious Runoff Depth=2.52" Flow Length=440' Slope=0.0350 '1 Tc=4.2 min CN=98 Runoff=3.44 cfs 0.176 af Pond 1P: Peak Elev=874.43' Storage=0.012 af Inflow=2.11 cfs 0.204 af Outflow=1.37 cfs 0.204 af Pond 2P: Peak EIev=880.37' Storage=0.001 af Inflow=3.82 cfs 0.230 af Outflow=3.82 cfs 0.230 af Pond 3P: Peak Elev=874.47' Storage=0.071 af Inflow=3.82 cfs 0.230 af Discarded=0.04 cfs 0.109 af Primary=2.05 cfs 0.121 af Outflow=2.09 cfs 0.230 af Total Runoff Area=7.070 ac Runoff Volume=0.314 of Average Runoff Depth =0.53" 54.31%Pervious=3.840 ac 45.69%Impervious=3.230 ac PROPOSED DRAINAGE - OAK RIDGE MEMORY CARE Type II 24-hr 2YR Rainfall=2.75" Prepared by {enter your company name here} Printed 10/15/2014 HydroCAD®10.00-11 s/n 00744 ©2014 HydroCAD Software Solutions LLC Pane 3 Summary for Subcatchment 1S: Runoff = 0.43 cfs @ 12.16 hrs, Volume= 0.083 af, Depth= 0.20" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Type II 24-hr 2YR Rainfall=2.75" Area (ac) CN Description * 1.440 98 Paved parking, HSG A OFFSITE * 0.640 30 Woods, Good, HSG A OFFSITE * 1.110 39 >75%Grass cover, Good, HSG A OFFSITE 0.340 98 Paved parking, HSG A 0.220 30 Woods, Good, HSG A 1.280 39 >75%Grass cover, Good, HSG A 5.030 58 Weighted Average 3.250 64.61% Pervious Area 1.780 35.39% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.7 1,125 0.1650 1.20 Lag/CN Method, Summary for Subcatchment 2S: Runoff = 0.79 cfs @ 12.06 hrs, Volume= 0.054 af, Depth= 0.54" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Type II 24-hr 2YR Rainfall=2.75" Area (ac) CN Description 0.610 98 Paved parking, HSG A 0.050 30 Woods, Good, HSG A 0.540 39 >75%Grass cover, Good, HSG A 1.200 69 Weighted Average 0.590 49.17% Pervious Area 0.610 50.83% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 12.1 440 0.0350 0.61 Lag/CN Method, Summary for Subcatchment 2S ID: Runoff = 3.44 cfs @ 11.95 hrs, Volume= 0.176 af, Depth= 2.52" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Type II 24-hr 2YR Rainfall=2.75" PROPOSED DRAINAGE - OAK RIDGE MEMORY CARE Type II 24-hr 2YR Rainfall=2.75" Prepared by {enter your company name here} Printed 10/15/2014 HydroCAD® 10.00-11 sin 00744 ©2014 HydroCAD Software Solutions LLC Page 4 Area (ac) CN Description 0.840 98 Paved parking, HSG A 0.840 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.2 440 0.0350 1.76 Lag/CN Method, Summary for Pond 1 P: Inflow Area= 7.070 ac, 45.69% Impervious, Inflow Depth = 0.35" for 2YR event Inflow = 2.11 cfs @ 12.00 hrs, Volume= 0.204 af Outflow = 1.37 cfs @ 12.16 hrs, Volume= 0.204 af, Atten= 35%, Lag= 9.8 min Primary = 1.37 cfs @ 12.16 hrs, Volume= 0.204 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Peak Elev= 874.43' @ 12.16 hrs Surf.Area= 0.019 ac Storage= 0.012 af Plug-Flow detention time= 3.3 min calculated for 0.204 af (100%of inflow) Center-of-Mass det. time= 3.3 min ( 878.9 - 875.6 ) Volume Invert Avail.Storage Storage Description #1 873.00' 0.906 af Custom Stage Data(Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 873.00 0.001 0.000 0.000 874.00 0.010 0.006 0.006 876.00 0.050 0.060 0.065 878.00 0.100 0.150 0.215 880.00 0.160 0.260 0.475 882.00 0.270 0.430 0.906 Device Routing Invert Outlet Devices #1 Primary 865.69' 24.0" Round Culvert L= 13.0' Ke= 0.500 Inlet/Outlet Invert= 865.69'/865.35' S= 0.0262'/' Cc= 0.900 n= 0.013, Flow Area=3.14 sf #2 Device 1 877.55' 48.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Device 1 873.00' 7.0"Vert. Orifice/Grate C= 0.600 #4 Device 1 874.50' 7.0"Vert. Orifice/Grate C= 0.600 Primary OutFlow Max=1.37 cfs @ 12.16 hrs HW=874.43' (Free Discharge) t-- =Culvert (Passes 1.37 cfs of 42.09 cfs potential flow) 2=Orifice/Grate ( Controls 0.00 cfs) 3=Orifice/Grate (Orifice Controls 1.37 cfs @ 5.14 fps) =Orifice/Grate ( Controls 0.00 cfs) PROPOSED DRAINAGE - OAK RIDGE MEMORY CARE Type 1124-hr 2YR Rainfall=2.75" Prepared by {enter your company name here} Printed 10/15/2014 HydroCAD® 10.00-11 s/n 00744 ©2014 HydroCAD Software Solutions LLC Page 5 Summary for Pond 2P: Inflow Area= 2.040 ac, 71.08% Impervious, Inflow Depth = 1.36" for 2YR event Inflow = 3.82 cfs @ 11.95 hrs, Volume= 0.230 af Outflow = 3.82 cfs @ 11.96 hrs, Volume= 0.230 af, Atten= 0%, Lag= 0.2 min Primary = 3.82 cfs @ 11.96 hrs, Volume= 0.230 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Peak Elev= 880.37' @ 11.96 hrs Surf.Area= 0.008 ac Storage= 0.001 af Plug-Flow detention time= 0.2 min calculated for 0.230 af (100%of inflow) Center-of-Mass det. time= 0.2 min ( 787.6 - 787.4 ) Volume Invert Avail.Storage Storage Description #1 880.13' 0.079 af Custom Stage Data(Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 880.13 0.001 0.000 0.000 880.80 0.020 0.007 0.007 882.00 0.100 0.072 0.079 Device Routing Invert Outlet Devices #1 Primary 880.13' 24.0"x 36.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=3.81 cfs @ 11.96 hrs HW=880.37' TW=874.16' (Dynamic Tailwater) 1-1=Orifice/Grate (Weir Controls 3.81 cfs @ 1.60 fps) Summary for Pond 3P: Inflow Area= 2.040 ac, 71.08% Impervious, Inflow Depth = 1.36" for 2YR event Inflow = 3.82 cfs @ 11.96 hrs, Volume= 0.230 af Outflow = 2.09 cfs @ 11.99 hrs, Volume= 0.230 af, Atten= 45%, Lag= 2.0 min Discarded = 0.04 cfs @ 12.15 hrs, Volume= 0.109 af Primary = 2.05 cfs @ 11.99 hrs, Volume= 0.121 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Peak Elev= 874.47' @ 12.15 hrs Surf.Area= 0.050 ac Storage= 0.071 af Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 229.9 min ( 1,017.5 - 787.6 ) Volume Invert Avail.Storage Storage Description #1 872.50' 0.057 af ADS N-12 48 @ 200.00' L Inside#2 Inside=47.7"W x 47.7"H => 12.40 sf x 200.00'L= 2,480.0 cf Outside= 54.0"W x 54.0"H => 14.85 sf x 200.00'L= 2,969.8 cf #2 871.50' 0.103 af Custom Stage Data(Prismatic) Listed below (Recalc) 0.325 of Overall - 0.068 af Embedded = 0.257 af x 40.0%Voids 0.160 af Total Available Storage PROPOSED DRAINAGE - OAK RIDGE MEMORY CARE Type II 24-hr 2YR Rainfall=2.75" Prepared by {enter your company name here} Printed 10/15/2014 HydroCAD® 10.00-11 s/n 00744 ©2014 HydroCAD Software Solutions LLC Page 6 Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 871.50 0.050 0.000 0.000 872.50 0.050 0.050 0.050 878.00 0.050 0.275 0.325 Device Routing Invert Outlet Devices #1 Primary 873.50' 18.0" Round Culvert L=40.0' Ke= 0.500 Inlet/Outlet Invert= 873.50'/873.00' S= 0.0125'/' Cc= 0.900 n= 0.013, Flow Area= 1.77 sf #2 Discarded 871.50' 0.800 in/hr Exfiltration over Surface area above 871.49' Conductivity to Groundwater Elevation = 0.00' Excluded Surface area= 0.000 ac Qiscarded OutFlow Max=0.04 cfs @ 12.15 hrs HW=874.47' (Free Discharge) 2=Exfiltration ( Controls 0.04 cfs) Primary OutFlow Max=1.79 cfs @ 11.99 hrs HW=874.32' TW=874.06' (Dynamic Tailwater) t-1=Culvert (Outlet Controls 1.79 cfs @ 2.64 fps) PROPOSED DRAINAGE - OAK RIDGE MEMORY CARE Type 1124-hr 10YR Rainfall=4.15" Prepared by {enter your company name here} Printed 10/15/2014 HydroCAD® 10.00-11 s/n 00744 ©2014 HydroCAD Software Solutions LLC Page 7 Time span=0.00-200.00 hrs, dt=0.01 hrs, 20001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Subcatchment 1S: Runoff Area=5.030 ac 35.39% Impervious Runoff Depth=0.73" Flow Length=1,125' Slope=0.1650 '/' Tc=15.7 min CN=58 Runoff=3.70 cfs 0.308 af Subcatchment 2S: Runoff Area=1.200 ac 50.83% Impervious Runoff Depth=1.37" Flow Length=440' Slope=0.0350 '/' Tc=12.1 min CN=69 Runoff=2.28 cfs 0.137 of Subcatchment 2S ID: Runoff Area=0.840 ac 100.00% Impervious Runoff Depth=3.91" Flow Length=440' Slope=0.0350 7' Tc=4.2 min CN=98 Runoff=5.24 cfs 0.274 af Pond 1P: Peak EIev=876.03' Storage=0.067 of Inflow=5.90 cfs 0.602 af Outflow=3.56 cfs 0.602 of Pond 2P: Peak Elev=880.48' Storage=0.002 of Inflow=6.69 cfs 0.411 of Outflow=6.68 cfs 0.411 of Pond 3P: Peak Elev=876.05' Storage=0.118 of Inflow=6.68 cfs 0.411 of Discarded=0.04 cfs 0.116 af Primary=3.84 cfs 0.294 of Outflow=3.88 cfs 0.411 af Total Runoff Area=7.070 ac Runoff Volume=0.718 of Average Runoff Depth = 1.22" 54.31% Pervious=3.840 ac 45.69%Impervious =3.230 ac PROPOSED DRAINAGE - OAK RIDGE MEMORY CARE Type 1124-hr 10YR Rainfall=4.15" Prepared by {enter your company name here} Printed 10/15/2014 HydroCAD©10.00-11 s/n 00744 ©2014 HydroCAD Software Solutions LLC Page 8 Summary for Subcatchment 1S: Runoff = 3.70 cfs @ 12.11 hrs, Volume= 0.308 af, Depth= 0.73" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Type II 24-hr 10YR Rainfall=4.15" Area (ac) CN Description * 1.440 98 Paved parking, HSG A OFFSITE * 0.640 30 Woods, Good, HSG A OFFSITE * 1.110 39 >75%Grass cover, Good, HSG A OFFSITE 0.340 98 Paved parking, HSG A 0.220 30 Woods, Good, HSG A 1.280 39 >75%Grass cover, Good, HSG A 5.030 58 Weighted Average 3.250 64.61% Pervious Area 1.780 35.39% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.7 1,125 0.1650 1.20 Lag/CN Method, Summary for Subcatchment 2S: Runoff = 2.28 cfs @ 12.05 hrs, Volume= 0.137 af, Depth= 1.37" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Type II 24-hr 10YR Rainfall=4.15" Area (ac) CN Description 0.610 98 Paved parking, HSG A 0.050 30 Woods, Good, HSG A 0.540 39 >75% Grass cover, Good, HSG A 1.200 69 Weighted Average 0.590 49.17% Pervious Area 0.610 50.83% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 12.1 440 0.0350 0.61 Lag/CN Method, Summary for Subcatchment 2S ID: Runoff = 5.24 cfs @ 11.95 hrs, Volume= 0.274 af, Depth= 3.91" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Type II 24-hr 10YR Rainfall=4.15" PROPOSED DRAINAGE - OAK RIDGE MEMORY CARE Type 1124-hr 10YR Rainfall=4.15" Prepared by {enter your company name here} Printed 10/15/2014 HydroCAD® 10.00-11 s/n 00744 ©2014 HydroCAD Software Solutions LLC Page 9 Area (ac) CN Description 0.840 98 Paved parking, HSG A 0.840 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.2 440 0.0350 1.76 Lag/CN Method, Summary for Pond 1 P: Inflow Area= 7.070 ac, 45.69% Impervious, Inflow Depth = 1.02" for 10YR event Inflow = 5.90 cfs @ 12.03 hrs, Volume= 0.602 af Outflow = 3.56 cfs @ 12.24 hrs, Volume= 0.602 af, Atten=40%, Lag= 12.8 min Primary = 3.56 cfs @ 12.24 hrs, Volume= 0.602 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Peak Elev= 876.03' @ 12.24 hrs Surf.Area= 0.051 ac Storage= 0.067 af Plug-Flow detention time= 6.6 min calculated for 0.602 af (100%of inflow) Center-of-Mass det. time= 6.6 min ( 874.4 - 867.8 ) Volume Invert Avail.Storage Storage Description #1 873.00' 0.906 af Custom Stage Data(Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 873.00 0.001 0.000 0.000 874.00 0.010 0.006 0.006 876.00 0.050 0.060 0.065 878.00 0.100 0.150 0.215 880.00 0.160 0.260 0.475 882.00 0.270 0.430 0.906 Device Routing Invert Outlet Devices #1 Primary 865.69' 24.0" Round Culvert L= 13.0' Ke= 0.500 Inlet/Outlet Invert= 865.69'/865.35' S= 0.0262'/' Cc= 0.900 n= 0.013, Flow Area= 3.14 sf #2 Device 1 877.55' 48.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Device 1 873.00' 7.0"Vert. Orifice/Grate C= 0.600 #4 Device 1 874.50' 7.0"Vert. Orifice/Grate C= 0.600 Primary OutFlow Max=3.56 cfs @ 12.24 hrs HW=876.03' (Free Discharge) L =Culvert (Passes 3.56 cfs of 46.22 cfs potential flow) 2=Orifice/Grate ( Controls 0.00 cfs) 3=Orifice/Grate (Orifice Controls 2.13 cfs @ 7.96 fps) =Orifice/Grate (Orifice Controls 1.43 cfs @ 5.35 fps) PROPOSED DRAINAGE - OAK RIDGE MEMORY CARE Type 1124-hr 10YR Rainfall=4.15" Prepared by {enter your company name here} Printed 10/15/2014 HydroCAD® 10.00-11 s/n 00744 ©2014 HydroCAD Software Solutions LLC Page 10 Summary for Pond 2P: Inflow Area= 2.040 ac, 71.08% Impervious, Inflow Depth = 2.41" for 10YR event Inflow = 6.69 cfs @ 11.96 hrs, Volume= 0.411 af Outflow = 6.68 cfs @ 11.96 hrs, Volume= 0.411 af, Atten= 0%, Lag= 0.3 min Primary = 6.68 cfs @ 11.96 hrs, Volume= 0.411 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Peak Elev= 880.48' @ 11.96 hrs Surf.Area= 0.011 ac Storage= 0.002 af Plug-Flow detention time= 0.2 min calculated for 0.411 af (100%of inflow) Center-of-Mass det. time= 0.2 min ( 785.0 - 784.8 ) Volume Invert Avail.Storage Storage Description #1 880.13' 0.079 af Custom Stage Data(Prismatic) Listed below(Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 880.13 0.001 0.000 0.000 880.80 0.020 0.007 0.007 882.00 0.100 0.072 0.079 Device Routing Invert Outlet Devices #1 Primary 880.13' 24.0"x 36.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=6.67 cfs @ 11.96 hrs HW=880.48' TW=875.06' (Dynamic Tailwater) t1=Orifice/Grate (Weir Controls 6.67 cfs @ 1.92 fps) Summary for Pond 3P: Inflow Area= 2.040 ac, 71.08% Impervious, Inflow Depth = 2.41" for 10YR event Inflow = 6.68 cfs @ 11.96 hrs, Volume= 0.411 af Outflow = 3.88 cfs @ 11.97 hrs, Volume= 0.411 af, Atten=42%, Lag= 0.5 min Discarded = 0.04 cfs @ 12.25 hrs, Volume= 0.116 of Primary = 3.84 cfs @ 11.97 hrs, Volume= 0.294 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Peak Elev= 876.05' @ 12.25 hrs Surf.Area= 0.050 ac Storage= 0.118 af Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 150.1 min ( 935.1 - 785.0 ) Volume Invert Avail.Storage Storage Description #1 872.50' 0.057 af ADS N-12 48 @ 200.00' L Inside#2 Inside= 47.7"W x 47.7"H => 12.40 sf x 200.00'L= 2,480.0 cf Outside= 54.0"W x 54.0"H => 14.85 sf x 200.00'L= 2,969.8 cf #2 871.50' 0.103 af Custom Stage Data(Prismatic) Listed below (Recalc) 0.325 of Overall - 0.068 af Embedded = 0.257 af x 40.0%Voids 0.160 of Total Available Storage PROPOSED DRAINAGE - OAK RIDGE MEMORY CARE Type 1124-hr 10YR Rainfall=4.15" Prepared by {enter your company name here} Printed 10/15/2014 HydroCADO 10.00-11 s/n 00744 ©2014 HydroCAD Software Solutions LLC Page 11 Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 871.50 0.050 0.000 0.000 872.50 0.050 0.050 0.050 878.00 0.050 0.275 0.325 Device Routing Invert Outlet Devices #1 Primary 873.50' 18.0" Round Culvert L= 40.0' Ke= 0.500 Inlet/Outlet Invert=873.50'/873.00' S= 0.0125'/' Cc= 0.900 n= 0.013, Flow Area= 1.77 sf #2 Discarded 871.50' 0.800 in/hr Exfiltration over Surface area above 871.49' Conductivity to Groundwater Elevation = 0.00' Excluded Surface area= 0.000 ac piscarded OutFlow Max=0.04 cfs @ 12.25 hrs HW=876.05' (Free Discharge) 2=Exfiltration ( Controls 0.04 cfs) Primary OutFlow Max=2.95 cfs @ 11.97 hrs HW=875.12' TW=875.00' (Dynamic Tailwater) 1-1=Culvert (Inlet Controls 2.95 cfs @ 1.67 fps) PROPOSED DRAINAGE - OAK RIDGE MEMORY CARE Type 11 24-hr 100YR Rainfall=5.90" Prepared by {enter your company name here} Printed 10/15/2014 HydroCADO 10.00-11 s/n 00744 ©2014 HydroCAD Software Solutions LLC Page 12 Time span=0.00-200.00 hrs, dt=0.01 hrs, 20001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Subcatchment 1S: Runoff Area=5.030 ac 35.39% Impervious Runoff Depth=1.69" Flow Length=1,125' Slope=0.1650 '/' Tc=15.7 min CN=58 Runoff=10.14 cfs 0.710 af Subcatchment 2S: Runoff Area=1.200 ac 50.83% Impervious Runoff Depth=2.63" Flow Length=440' Slope=0.0350 '1 Tc=12.1 min CN=69 Runoff=4.51 cfs 0.263 af Subcatchment 2S ID: Runoff Area=0.840 ac 100.00% Impervious Runoff Depth=5.66" Flow Length=440' Slope=0.0350'1 Tc=4.2 min CN=98 Runoff=7.48 cfs 0.396 af Pond 1P: Peak Elev=877.83' Storage=0.199 af Inflow=15.04 cfs 1.250 af Outflow=11.05 cfs 1.250 af Pond 2P: Peak Elev=880.60' Storage=0.004 af Inflow=10.62 cfs 0.660 af Outflow=10.60 cfs 0.660 af Pond 3P: Peak Elev=877.96' Storage=0.159 af Inflow=10.60 cfs 0.660 af Discarded=0.04 cfs 0.121 af Primary=6.59 cfs 0.539 af Outflow=6.63 cfs 0.660 af Total Runoff Area=7.070 ac Runoff Volume= 1.370 af Average Runoff Depth=2.33" 54.31%Pervious=3.840 ac 45.69%Impervious=3.230 ac PROPOSED DRAINAGE - OAK RIDGE MEMORY CARE Type 1124-hr 100YR Rainfall=5.90" Prepared by {enter your company name here) Printed 10/15/2014 HydroCAD®10.00-11 s/n 00744 ©2014 HydroCAD Software Solutions LLC Page 13 Summary for Subcatchment 1S: Runoff = 10.14 cfs @ 12.09 hrs, Volume= 0.710 af, Depth= 1.69" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Type II 24-hr 100YR Rainfall=5.90" Area (ac) CN Description * 1.440 98 Paved parking, HSG A OFFSITE * 0.640 30 Woods, Good, HSG A OFFSITE * 1.110 39 >75%Grass cover, Good, HSG A OFFSITE 0.340 98 Paved parking, HSG A 0.220 30 Woods, Good, HSG A 1.280 39 >75%Grass cover, Good, HSG A 5.030 58 Weighted Average 3.250 64.61% Pervious Area 1.780 35.39% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.7 1,125 0.1650 1.20 Lag/CN Method, Summary for Subcatchment 2S: Runoff = 4.51 cfs @ 12.04 hrs, Volume= 0.263 af, Depth= 2.63" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Type II 24-hr 100YR Rainfall=5.90" Area (ac) CN Description 0.610 98 Paved parking, HSG A 0.050 30 Woods, Good, HSG A 0.540 39 >75%Grass cover, Good, HSG A 1.200 69 Weighted Average 0.590 49.17% Pervious Area 0.610 50.83% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 12.1 440 0.0350 0.61 Lag/CN Method, Summary for Subcatchment 2S ID: Runoff = 7.48 cfs @ 11.95 hrs, Volume= 0.396 af, Depth= 5.66" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Type II 24-hr 100YR Rainfall=5.90" PROPOSED DRAINAGE - OAK RIDGE MEMORY CARE Type II 24-hr 100YR Rainfall=5.90" Prepared by {enter your company name here} Printed 10/15/2014 HydroCADO 10.00-11 s/n 00744 ©2014 HydroCAD Software Solutions LLC Page 14 Area (ac) CN Description 0.840 98 Paved parking, HSG A 0.840 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.2 440 0.0350 1.76 Lag/CN Method, Summary for Pond 1 P: Inflow Area= 7.070 ac, 45.69% Impervious, Inflow Depth = 2.12" for 100YR event Inflow = 15.04 cfs @ 12.05 hrs, Volume= 1.250 of Outflow = 11.05 cfs @ 12.18 hrs, Volume= 1.250 af, Atten= 27%, Lag= 8.0 min Primary = 11.05 cfs @ 12.18 hrs, Volume= 1.250 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Peak Elev= 877.83' @ 12.18 hrs Surf.Area= 0.096 ac Storage= 0.199 af Plug-Flow detention time= 11.7 min calculated for 1.250 af (100%of inflow) Center-of-Mass det. time= 11.4 min ( 867.3 - 855.9 ) Volume Invert Avail.Storage Storage Description #1 873.00' 0.906 af Custom Stage Data(Prismatic) Listed below(Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 873.00 0.001 0.000 0.000 874.00 0.010 0.006 0.006 876.00 0.050 0.060 0.065 878.00 0.100 0.150 0.215 880.00 0.160 0.260 0.475 882.00 0.270 0.430 0.906 Device Routing Invert Outlet Devices #1 Primary 865.69' 24.0" Round Culvert L= 13.0' Ke= 0.500 Inlet/Outlet Invert= 865.69'/865.35' S= 0.0262'/' Cc= 0.900 n= 0.013, Flow Area= 3.14 sf #2 Device 1 877.55' 48.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Device 1 873.00' 7.0"Veil. Orifice/Grate C= 0.600 #4 Device 1 874.50' 7.0"Vert. Orifice/Grate C= 0.600 Primary OutFlow Max=11.04 cfs @ 12.18 hrs HW=877.83' (Free Discharge) L1=Culvert (Passes 11.04 cfs of 50.49 cfs potential flow) -2=Orifice/Grate (Weir Controls 6.06 cfs @ 1.73 fps) -3=Orifice/Grate (Orifice Controls 2.74 cfs @ 10.26 fps) -4=Orifice/Grate (Orifice Controls 2.24 cfs @ 8.39 fps) PROPOSED DRAINAGE - OAK RIDGE MEMORY CARE Type 1124-hr 100YR Rainfall=5.90" Prepared by {enter your company name here} Printed 10/15/2014 HydroCAD® 10.00-11 s/n 00744 ©2014 HydroCAD Software Solutions LLC Page 15 Summary for Pond 2P: Inflow Area= 2.040 ac, 71.08% Impervious, Inflow Depth = 3.88" for 100YR event Inflow = 10.62 cfs @ 11.96 hrs, Volume= 0.660 af Outflow = 10.60 cfs @ 11.97 hrs, Volume= 0.660 af, Atten= 0%, Lag= 0.3 min Primary = 10.60 cfs @ 11.97 hrs, Volume= 0.660 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Peak Elev= 880.60' @ 11.97 hrs Surf.Area= 0.014 ac Storage= 0.004 af Plug-Flow detention time= 0.2 min calculated for 0.660 af (100%of inflow) Center-of-Mass det. time= 0.2 min ( 781.4 - 781.2 ) Volume Invert Avail.Storage Storage Description #1 880.13' 0.079 af Custom Stage Data(Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 880.13 0.001 0.000 0.000 880.80 0.020 0.007 0.007 882.00 0.100 0.072 0.079 Device Routing Invert Outlet Devices #1 Primary 880.13' 24.0"x 36.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=10.58 cfs @ 11.97 hrs HW=880.60' TW=876.37' (Dynamic Tailwater) t1=Orifice/Grate (Weir Controls 10.58 cfs @ 2.24 fps) Summary for Pond 3P: Inflow Area= 2.040 ac, 71.08% Impervious, Inflow Depth = 3.88" for 100YR event Inflow = 10.60 cfs @ 11.97 hrs, Volume= 0.660 af Outflow = 6.63 cfs @ 12.00 hrs, Volume= 0.660 af, Atten= 37%, Lag= 2.3 min Discarded = 0.04 cfs @ 12.18 hrs, Volume= 0.121 af Primary = 6.59 cfs @ 12.00 hrs, Volume= 0.539 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-200.00 hrs, dt= 0.01 hrs Peak Elev= 877.96' @ 12.18 hrs Surf.Area= 0.050 ac Storage= 0.159 af Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 112.8 min ( 894.2 - 781.4 ) Volume Invert Avail.Storage Storage Description #1 872.50' 0.057 af ADS N-12 48 @ 200.00' L Inside#2 Inside=47.7"W x 47.7"H => 12.40 sf x 200.00'L= 2,480.0 cf Outside= 54.0"W x 54.0"H => 14.85 sf x 200.00'L= 2,969.8 cf #2 871.50' 0.103 af Custom Stage Data(Prismatic) Listed below (Recalc) 0.325 af Overall - 0.068 af Embedded = 0.257 af x 40.0%Voids 0.160 af Total Available Storage PROPOSED DRAINAGE - OAK RIDGE MEMORY CARE Type 1124-hr 100YR Rainfall=5.90" Prepared by {enter your company name here) Printed 10/15/2014 HydroCAD©10.00-11 s/n 00744 ©2014 HydroCAD Software Solutions LLC Page 16 Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 871.50 0.050 0.000 0.000 872.50 0.050 0.050 0.050 878.00 0.050 0.275 0.325 Device Routing Invert Outlet Devices #1 Primary 873.50' 18.0" Round Culvert L=40.0' Ke= 0.500 Inlet/Outlet Invert= 873.50'/873.00' S= 0.0125 '/' Cc= 0.900 n= 0.013, Flow Area= 1.77 sf #2 Discarded 871.50' 0.800 in/hr Exfiltration over Surface area above 871.49' Conductivity to Groundwater Elevation = 0.00' Excluded Surface area= 0.000 ac piscarded OutFlow Max=0.04 cfs @ 12.18 hrs HW=877.96' (Free Discharge) 2=Exfiltration ( Controls 0.04 cfs) Primary OutFlow Max=5.79 cfs @ 12.00 hrs HW=877.00' TW=876.53' (Dynamic Tailwater) t1=Culvert (Inlet Controls 5.79 cfs @ 3.28 fps) , 11 y(` s=,, / n d t: t 1 s r i 8M3 . <t ae +* \ '' htl .7:1.- 7' -07'r i�4,10 9 ,. � .:. , r 1 q..,..*} f .3. r .. 5 --...,.' 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'ar K t - -mot\ $!+§ ' A R C H I T E C T S HMAF LANDSCAPE PLANT LIST COMMON NAME SIZE QUANTITY LATIN NAME A Little Princess Spirea #2 Cont. 16 Spirea Japonica 'Little Princess' B Black Eye Susan #1 Cont. 13 Rudbeckia Hirta C Gold Flame Spirea #2 Cont. 9 Spirea Japonica'Gold Flame' D Mint Julep Juniper #5 Cont. 16 Juniperus Pfitzeriana'Mint Julep' E Miss Kim Lilac 24" B&B 4 Syring Pubescens Patula 'Miss Kim' F Autumn Blaze Maple 2" B&B 4 Acer Freeman II 'Jeffersred' G Japanese Tree Lilac 6'Clump Form 6 Syringa Retiulata H Black Hill Sprice 6' B&B 7 Picea Glauca I Anthony Waterer Spirea #2 Cont. 17 Spirea Japonica'Anthony Waterer' J Stella D'oro Daylily #1 Cont. 28 K Skyline Honeylocust 2-1/2" B&B 3 Gleditsia Triacanthos Inermis L Pink Spire Crab 1 3/4" B&B 6 Malus'Pink Spire' A R C H I T E C T S M Broadmoor Juniper #5 Cont. 6 Juniperus Sabina 'Broadmoor' N Compact American Viburnum #24 B&B 3 Viburnum Trilobum 'Compact O Winged Euonymous #7 Cont. 8 Euonymus Alatas P Greenspire Linden 2" B&B 5 Talia Cordata 'Greenspire' Development Application, Page General Conditions Application Review The undersigned acknowledges that before this request can be considered and/or approved, all required information and fees, including any deposits, must be paid to the City. An incomplete application will be returned to the applicant. The application approval process commences and an application is considered complete when all required information and fees are submitted appropriately to the City. Professional Fee Responsibility It is the understanding of the undersigned that all City incurred professional fees and expenses associated with the processing of this request(s)will he promptly paid upon receipt. If payment is not received from the applicant, the property owner acknowledges and agrees to be responsible for the unpaid fee balance either by direct payment or a special assessment against the property. Applicants will be billed on a monthly basis for Planning, Engineering, Legal and Community Development fees as they are accrued. It is understood that interest will be charged on the account at the maximum rate allowed by the Fair Credit Act if it becomes thirty (30) days past due. Failure to pay administrative and processing fees in a timely manner may result in denial of the application. All fees rnusi be paid at the time of application and shall be paid prior to the issuance of a building permit. The undersigned applicant further acknowledges and consents that all unpaid fees owing the City of Oak Park Heights shall be treated as unpaid utility fees and may be certified for collection as with delinquent utility billings and may be assessed against the subject real property if unpaid by October 31s1 of each year. Property Address (0 (0 0 Q}C (k) _AVE, 1.1. ,,i of.4 PAIL HoyHT5 MN 5566z /(jih - ,.,; I, .. _ Date: /b!l64` -P. Owner Signa,, e or � --- � _ _-___-- Date: Applicant Sig ure A R C H I T E C T S HcliF October 15,2014 Julie Hultman,CBO City of Oak Park Heights 14168 Oak Park Blvd. Oak Park Heights, MN 55082 RE: Oak Ridge Place Memory Care Addition and facelift Our proposed and approvals we are seeking is for the construction of a 16 room memory care facility and 26 additional assistant living units. This proposal is for a 3 story addition located just west of the existing facility. In addition we are also seeking approval for both the remodeling(internal)and for the exterior facelift on the entire existing building. This will consist of new siding,windows and roofing. This movement will allow for an architectural tie-in to the proposed addition. Sincerely, . bivpr F Michael G. Hoefler, NCARB HAF Architects, LLC 233 MAIN STREET SOUTH, STILLWATER, MN 55082 PH: 651 -351 -1760 FAX: 651 -430-0180 WWW.HAFARCHITECTS.COM