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Home My WebLink About2003-P06988 - new structure CtT1��OF ORONO PERMIT 2750 Kelley Parkway- PO Box 66 Permit Number: P06988 Crystal Bay, Minnesota 55323 Permit Type: New Structure (952) 249-4600 Date Issued: i2iioi2oo3 SITE ADDRESS: 380 Leaf Street Long Lake,MN 55356 P I D: 04-117-23-23-0027 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Residenrial Permit Class: Building Census Code 101 Permit Type: New Structure Permit Sub-type(s): New Home-Single Family DETAILS: Approved per resolution#: Separate permits required: riumoing iviecnanicai��iic rirepiace imgauon weii(siaie j Eieciricai(siaie j NOTICES/REMARKS: FEE SUMMARY: Pernut Fee: $ 3,238.50 Valuation• $ 500,556.18 Plan Review Fee: $ 2,132.90 State Surcharge Fee: $ 255.50 TOTAL FEE: $ 5,626.90 APPLICANT: ��ony Thomas Homes piWNER: ��ony Thomas Homes 4100 Berkshire Lane 4100 Berkshire Lane Plymouth,MN 55446 Plymouth,MN 55446 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND SI'ATE OF SOTA BUILDING CODE REQUIREMENT'S. , ��-yl— APPLICANT PERMITEE SIGNATURE ISSUED BY SIGNATURE Conies: 1-File(SiQnitures ReQuired), 1-Apnlicant 1-Monthlv Renorts, 1-Assessin¢, 1-Finance Page 1 . , CHECK OFF LIST FOR ISSUANCE OF PERMITS ' FOR OFFICE USE ONLY ADDRESS OR LEGAL: 3`Oc� C,c.�1 F' s�r-�'�.'� PID: DESCRIPTION OF WORK: /�I L�.cJ �ZCS ZOti�G RE'VIEW BY: DATE APPROVED: �z- Y-�3 BUII.,DI�1G REV�`V BY: DA'I'E APPROVED: i Z -5 .�i FEES TO BE CHARGED: Misc. Fees Calculated By: pER11�IIT Yes �/ No pL?,i�1 REVIEW Yes � No SEWER CONNECITON STATE SURCHARGE Yes � No WATERCONNECITON INVESTIGATION FEE Yes No ✓ PARK FEE SAC Yes No �— STTEINSPECTION Number of SAC�Units OTHER (specify) ZONLti'G CH�CK LIST Zoning District: . Fire Department: Post Office: School District: � Lot Area: Sq.ft. i y�, Sb d � Acres y•3 * Width Depth Survey Submitted: Ye�. c No Date of Survey: /1- 3'V 3 Proposed Se[backs: Front(Lake): ZYo' ± Right Side: 5"a� � Rear(Street): ��± Left Side: �� + Adjacent Structures: /�) �iA �Vetland: 2 6� Buildin� Hei�ht: Def. Hgt. Z�3.� Peal:Hgt. 3�� Lot Covera�e: /�1 1 A Gradin�: Staff Approval Date: By: Council Approval Date: Septic: Staff Approval Date: I Z- �8 • 0 3 By: /�t.3 Zoning File: # — Resolution: # Resolution Date: Shoreland District: N � Avg. Setback: Bluff Setback: Lot Coverage: Existin� Proposed 0 Hardcover: 0-75' 75-250' 250-500' � 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: RENL4RKS (in house): 7 BUII,DING REVIEW CIi�CK LIST �C' �2� 3 CONSTRUCTTON TYPE: �lnl Basement Sq Footage $Pe�q Ftg Ze'1 1 z � ��{ 3�,5 6-7.�i�( lst Floor Ze�3 z -77.4'',3 = 2vg�$t�.5a5 2nd Floor g,`o � x -�7.�3 Garage � 2�, � = 2o Z,�{ 35.�b 3 x_ z�. � � _ _ zs, �yZ.oo � EN�� - S. Po/'�( 2 2 4 � 3 b`f z_ `i`t•Z� _ Zb,oy2.s Z TOTAL 5-0 0, s5 c,.�� F,stimated Construction Value: $ ov �` Inspections Required: `Vork Requiring Separate Permits: Site �_Plumbing Fire Hazdcover Removal aC Mechanical Water Connection X Footing � ____�_Septic Sewer Connection _�Framing � Fireplace �c Lawn Irrigation �t Insulation (Masonry) Other _�Wall Board _�F�� —.��Mfg•) x R/e11 (S[ate Perm.it) Grading/Filling _�Electrical (State Permit) Other REl�IA1�KS(Iv HOUSE): �_ ---- -- --------------------------- REVIEW BY OTHERS: DAT'E: Access: Ezisting New Access Approval: Date By: ------��w_�______M_ ----- �.------------------_--_---------- ------------------ REI�IARKS (TO BE NOTED ON PERi 8 d , p ,�`1 / � �, . . � � � �, Total Fee: $ �� , ��(� � l � �V� C� D�ate Received. I I � � Entered By: �M�t� . � Permit#: �l i' ��' ��j � , " ��\� `' CITY OF ORONO - BLTILDING PER1l�IIT APPLICATION All information must be submitted in full before plan review will be s�tarted. (please print all information) T'HE APPLICANT IS: (circle one) OWNER O CONTRACTO � JOB SITE ADDRESS: . U� (�L�r ^ �� ZIP: �^ � , NA1�IE OF OWNER: ' ~� PHO�IE: (home) (^ (work) 1�IATLLVG ADDRESS: � CTTY: ZIP: � � C0�1'�RACTOR: PHO�: � — COti"TACT PERSON: � r NiOBILE/P GER: - �- . I�IAII,P�1G ADDRESS: CTTY: � (,� ZIP:J " .. STATE LICENSE: # �X��7 �fh AR CHITECT/ENGliYEER: � �1� i �0�1E: �i�r�. �-I�� `IAIT�ING ADDRESS: CITY: ZIP: N��,�: REGISTRATIO�'# TYPE OF `VORK: New � Addition Accessory Structure Move Remodel/Alteration Land Aiteration PROPOSED WORK(describe in detain: �,�� 1��+� Q�� I i� �� ` - STORIE S: o�I, SQ.F EET OF EACH FLOOR: ��-�I'i�0�, '��-1�D I L.�-' !��I NO. OF BEDROOI�IS:✓'r_ _ GARAGE STALLS: ATT. DET. ESTI�i IATED CONSTRUCTION VALUATION (excluding lanc�: $ ��U� �''�'�� I hereby aoply for a buildin�permit and I acknowled�e that the information above is complete and accurate; �hat the work will be in conformance with the ordinances and codes of the City and with � the State Building Code; that I understand th.is is not a permit and work is not to start without a perrr�'� ��d that the work will be in accordance with the approved plan. APPL�CANT'S SIGNA'I'URE: DATE: ll' 7'�.� 1�'OTE! Parade �'Homes events require separate permit approval by Police Department and City Counei160 days prior to the event. Non permitted events will not be allowed. Sec.13.Ot RIGIiTS OF SL'B.TECTS OF D�T� Subd. [. Type o[data. 'Ihe righcs ai icdividual on whom die daa is s•orcd or m t�e scoced shall be u sec focth ia�his secrion. Subd.2. Informatioa req�ared to be��m iadi�idual. .+�n individual uY:d to suppiy private ar confideadal dam conceraing himself sfiail be informed oF (a)[he pucpose and inended use o(�he requested daa withia�he�ouecdag 3�a�agency,potidcal subdivisiaa,or sc�cewide rynm; (b)whedser he may refiue or is(egaUy required�o si:pply ehe tequesr..-d dan;(c)aay l�own coas-'�uence arising from his supplyi.^.g or refusing to supply privar or conr.dendsl dara;and(d)che idenrin,r of ocher peaaas or enrides aurhoriz:d bY star�or federsl law to ce:�ive che daa. This requiremea�sti�tl noc apply when an individual is asked ro supply iar•arigadve dam,punvanc ro sec�aa 13.83,subdivision 5,m a taw enfocteneat officer. The commissioner of re�enu r�av ola- ch nocc r�uired under eh�s subdivision in che individuai inconse az or vrooercv �z refur.d insnvcdons inscead of on�hose focros. Subd.3. �iccess to data br-individuaI. Lipon�zquest te a responsible aurhoriry,aa ir.dividual shall be informed whaher he is the subjecc of swc_d data on individuals,and wha:her it is clsssified u public,privau-.or con;:deacal. L,"Fon his fur,hec cequesL aa individual who is the subje:c of sm�d ptivace or public data oa individuals shall be shown the dac�widiout any cilcge m hi�and:if he desires,shall be iniormed of ehe concenc aad meaning of diat data. After an individual h�s teen shown che privare data aad iaformed of iu me�ing.[he dan need not be d'uclosed oo him for six mondu diereairec uniess a dispuu or acdon pucsuanc m �his sccdon is pending or addirionai dac�on the individua!has been collecud or crea�ed. 'Ihe cesponsibie au�hority shall pnovide copies oi�he priva[e or public data upon ceGuesc by che iadividual subject of�he daa. Tne respoasible au[hociry may requir ehe requesring peaon ro pay che acaal cos�s of making.ceitifYinB•sr.d comp�g che copies. 'ihe responsible auchoriry shall comply iatcr.ediacety,if passibte,wi�h aay::quest cade pursuant m chis subdivision,or wichin five days of the dar_of che r_quesc,ezcluding Saturdays,Sundays md legal hoiidays,if imeaed'u�compli�ce is noc possible. If he camot comply with the reques� wi�hin d�at dme,he shall so inform che iadividual,and may have an addidooal6ve days wichin which to comply wi�the reques�,ezcludiag Saeurcays. Sundays and le3sl holidays. Subd.4. Procedure whee data is aot accurate or complete. An icdividual may concest�he accuracy or completeaess of public or pri�a[c' da�cor.ceming himself. To exercise�is righ4 an iadividual shal!norify in wridcg:he�espuesiote auchoriry descn'biag the nacu:e of the diugteemeac. .. The responsble auchoricy sh�ll wichin 30 days eia':er. (a)correcc�he dan found ro Le in�ccc:ri�or incompkte a�nd atc.:mpc to nodfy past tecipiencs of inaccurs:e oc incomplete daa,including recipieea named by rhe individual;or(b)�oaCy d:e iadividual[ha�he believes[he dae to be cormc. Dan in d'►spuce shall be d'uc!osed anly if�he individu�l's sacement of disagteemenc is�:tuded wi�'�che disclosed dara. The decerminadon of ehe rtsponsibl:audioriry may be appealed pursu�=.c co the pcavisions of che adminisaarive procedure act relacing to contesced cases. DATA PRIVACY AD�'ISORY In accordance wich Ad.S. 13.04,Subd.2, "Rights of subjecu oi data", w�e would like to iaform you that your reauest for a permit or license from the City of Orono or any of ics depz:mencs nay require you to furnish cenain private or confidencial information. You aze notified that: . 1, The information you furnish will be used to detecau,::�your qualification for the permit or license rtquested. ?. You may refuse to snpply da[a, buc refusal may reeuire thac the Cicy deny the permit or lieense. ;. The information may be shared wich o�her local, scat�or federal agencies to the extent necessary to process the permit or licease. :�. If your requested pecmic or license requires Council aetioa to approve, some information may become public. �, You have cenain riQhts uader �i.S. I3.04 (available upon requesc) to review private data on yourself. (, Your full name is required to process chis applicacioa or pe.u,.ic. � f��. �,��' L �ec�l�� E� - F'ust �fiddle Last Add�u • C�ry g� Zip PF.aat �I stand my ri�hes as scaced aoove. . �� Signsntte DEC-05-2003 FRI �2�33 PM TONY EIDEN COMPANY FAX N0, 763 559 6423 P, 01 ANTHI:.�l�'Y THOM��S HO�VIES 41 ] 11 BERKSHIRE I. ANE PI, '� MOU7H , MN 55 �146 p rl � NE : 763 - 559 - 0251 � AX : 763 - 559 - 1� 423 ::� FA(�:�IMfLE TRANSMITTAL SNEE7 ::� To: Mike From: aiane Eiden CoG�npany: City of Orono Anthon� Thomas Homes Re: 380 Leaf ST. Date: 12-05-03 Sei�d to fax Number— T Senderza Phone No: 763-550-7613 Se��d to phone Nu�er:�'`�'�'-� ��SenderU Fax No: 763-559-6423 Total No.pages, including �;;��ver pa��es:11 Please see attatched. Please call if you have any ��iestions. Tliank You, �� Diane Eiden 7� 3��76 ��p � ..— , o�'O�o CZ O OY'OYlO � F � � �t��xo4�� 2750 Kelley Parkway P.O. Boz 66 Crystal Bay, MN 55323 (952) 249-4600 Fax: (952) 249-4616 FAX TRANSMISSION COVER SHEET Date: ��` � •t�� To: ��'�[.G� t5'G": F�: Gs'�/- �s3G-e��/ Re: �4N fIlrM��l TTaOw��s' �!"��S �— I��P�S t'� /�'�'a�'J�-` Sender: 1�/� 1�' ��"f'��f/ll.l �l'U LC�� 5T YOUSHOULD RECEIVE � PAGE(S), INCLUDING THISCOVER SHEET. IF YOU DO NOT RECEIVE ALL THE PAGES, PLEASE CALL (952) 249-4600. Pr.+��s� �..._� ��s�.0 s s DEC-05-2003 FRI 02:34 PM TONY EIDEN COMPANY FAX N0, 763 559 6423 P, 02 , � ��g��R.._ v�-l�10 3 10 " �S �t sG. � �w r s � /�J tN �/� -, '"- �SU�"""��t C�acE t/�l� n' Cp�C'�a� !� G�r`� �� n.�et4 ON��L,*+�F-'P'�- ' N`��`�- �,Q{V r'u�a�t'c�7 Tlf� F�W��" F S Z '�W�`�'"��'� tj2l U�'�� ) � �� 1VIEM4R �91. ,NDUM DATE:: December 5, 2043 TO: File �� FROM: Dan Bovvar M 3 '�7� ' � , � ��o SYJBJECT: Site Drai.nage The single-family home site for A�:.tl�.ony Thomas Hom�s at 380 Leaf Street in Orono Minnesota.has been investagated for stornn�vater i�ur.�off. Using a topo�raphical map provided by the city, site plan from I.ot Sur�vey Company,Inc.,c,�ite:d No�rember 3, 2003 and the Hennepin County soil inap th�; follov��ing has been concluded. 2- r 10- r 100- Existin rur nff 10.64 cfs 24.64 cfs 41.62 cfs Pro osed ^ 7.9U cfs 15.60 cfs 18.61 cfs Peak eleva;ion of Wetland97'6.31' 977.08' 977.75' This shor�v's that in the three propo;:eci cases the rate of runoff has been reduced. The proposed autlet is a 2�E"CMP with an inlet of 975.�}�' and outlet of 973.90'. The driveway will act as an emerg�cy overflow at 978.00'. The pmpose;l iinished floor elevation of fihe home is 979.00'. DEC-05-2003 FRI 02�34 PM TONY EIDEN COMPANY FAX N0, 763 559 6423 P, 03 � - Z�y�� THOMAS�"1 Type 1124-hrRainfa =�'.75", Prepared by MFRA �droCAD�6.00 s/n 000687 � 19B6-20:11 ,4p lied Microcomputer Systems 12/5%w003 Si,i i��catchment 1 S: [:xisting Runoff = 10.64 cfs @ 12.08 I'�rs, Volume= 0.638 af Runoff by�SCS TR-ZO method, UH=SC;:;, Time Span= 5.00-20.00 hrs, dt= �.05 hrs Type II 24��hr Rainfa11=2.75" Area (sf) CN Description , 450 100 Water 172 100 Water 43,321 100 Wate� 36'T,421 74 >75% Grass :;o��er, Good, HSG C � 41�1,36A 77 Weighted Av�;:rage Tc Length Slope Velocity �':�:��acity Description min (feet) (ft/ft) ft/sec „� (cfs) 14.6 300 0.0900 0.3 Sheet FIOv��,Grass Grass: Short n- 0.150 P2= 2.50" DEC-05-2003 FRI 02;34 PM TONY EIDEN COMPANY FAX N0, 763 559 6423 P, 04 . �� \r� 1 THOMA:i�1 Type 1124-hr Rainfall=�?75" Prepared by MFRA P�ige 1 H droCAp�6.00 s/n 000887 41986-2(;)1 Applied Microcomp�ter Systems 12/51'2003 S�i bcatchment 2S: P'roposed I � Runoff = 11.36 cfs @ 12.08 I�ir.,, Volume= 0.677 af Runoff by SCS TR-20 method, UH=SC;;?�,Time Span= 5.00-�0.00 hrs, dt= 0.05 hrs Type II 24-hr Rainfal1=2.75" ArEa (sf) CN Description „_^ . 450 100 Water 172 100 Water 43,321 100 Water 351,963 74 >75% Grass �::��✓er, Good, HSG C 4,205 98 Paved parkir�;� tr roofs _ 11,253 98 Paved�arkir:;��r roofs . , 411,364 78 Weighted Avi;:r�ige Tc Length Slope Velocity �:;apacity Desc�iptior� min (feet) (ft/ft) (ft/secZ .,__ (cfs � 14.6 300 0.0900 0.3 Sheet Flo�v, Proposed � Grass: Shart n= 0.150 P2=2.50" DEC-05-2003 FRI 02�34 PM TONY EIDEN COMPANY FAX N0, 763 559 6423 P, 05 2yti��-- THOIN��1 Type ll 24-hr Rainfall=�.75" Prepared by MFRA P�ge 1 HydroCADc�6.00 s/n 000887 � 1966-20i;�1 qpplied Microcomputer Systems 12/5/;ZQ�3 �S Yr,r� Pond 1 P: Wetl��nd fnflow = 11.36 cfs @ 12.08 �•r•s. Volume- 0.677 af Outflow = 7.90 cfs @ 12.19 'r rs, Volume= 0.672 af, Atten= 30%, Lag= 6.6 min Primary - 7.90 cfs @ 12.19 I•rs, Volume= 0.672 af Secondar��= 0.00 cfs @ 5_QO I�rs, Volume= 0.000 af Routing b�� Stor-Ind method, Time Spa��-=5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 976.31' Storage= 3,610 cl� Plug-Flow detention time= 7.9 min calc ill��ted for 0.67�af(9�i% Qf inflow) Storage and wetted areas determined ;�y Prismatic sections Elevation SurF.Area Inr,,.��tore Cum.St�ore feet (sq-ft) (cut ic;feet) cubic-f�;et 975.00 400 0 0 976.00 1,700 1,050 1,l')50 977.00 15,0�0 8,350 9,��00 978.00 26,285 .?0,6�3 30,�)43 Primary C►utFlow (Free Discharge) t-1=Culvert Secondary OutFlow (Free Discharge�' L-•2=Bro�id-Crested Rectangular Weir # Routinq Invert Outlet Ds�,�ices 1 Primary 975.00' 24.0" x 4�!i,.(i' long Culvert CNIP, end-section conforming to fill, Ke=O.;i00 Outlet Irn iart= 973.90' S= 0.02�44 '/' n= 0.024 Cc=0.900 2 Ser:flndary 978.00' 12.0' lon��i �: '12.0'breadth Bro�ad-Crested Rectangular Wei� Head (feE;�:l 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1_60 Coef. (Er�;�li��h) 2.57 2.62 2.7(1 2.67 2.66 2.67 2.66 2.64 DEC-05-2003 FRI 02�34 PM TONY EIDEN COMPANY FAX N0, 763 559 6423 P, 06 .� I.� �' v\. THOMA��1 Type ll 24-hr Rainfall �'d.25" Prepared by MFRA P�9 � HydroCADc�6.00 s/n 000887 � 1986-2�1:��1 Applied Microcomputer Systems 12/5/'�2003 S t.dbcatchment 1 S: IE:xisting Runoff = 24.64 cfs @ 12.07 ��rs, Valume= 1.447 af Runoff by SCS TR-20 method, UH=SC;i, Time Span= 5.00-2;0.00 hrs, dt= 0.05 hrs Type II 24••hr Rainfall=4.25" Area (sf) CN Description „__ 450 100 Water 172 100 Water 4�3,321 100 Water 367,421 74 >75% Grass ,:o�rer, Good, HSG C 411,364 77 Weighted Av��rage Tc I_ength Slope Velocity �;:��a��acity Descriptior� min (feet) (ft/ft) (ft/sec) .,M (cfs) _ 14.6 300 0.0900 0.3 Sheet Flovw�,Grass Grass: Shc�rt n= 0.150 P2=2.50" DEC-05-2003 FRI 02�34 PM TONY EIDEN COMPRNY FAX N0, 763 559 6423 P, 07 �U��,-. THOMA�•;^�1 Type 1124�hr Rainfall��.25" Prepared by MFRA Pa�ge 1 HydroCAD��6.00 s/n 000887 81986-2C!;i1 A�plied Microcomputer Svstems 12/5/,� S�i;c�c:atchment 2S: P'roposed Runoff = 25.64 cfs Q 12_07 I��i�s, Volume= 1.507 af Runoff by SCS TR-20 method, UH=SC 13�, Time Span= 5.00-�0.00 hrs, dt= 0.05 hrs Type II 24�-hr Rainfall=4.25" Are.a (sf) CN Description „_^ 450 10o Water 172 100 Water 43,321 100 Water 351,963 74 >75% Grass �:��ier, Good, HSG C 4,205 98 Paved parkir�,:� �r roofs 11,253 98 Paved parkir�:L: roofs 411,364 78 Weighted Av�::r2�ge Tc Length Slope Velocity ;:;apacity DescriPtion min (feet) ft/ft) (ft/sec� „T (cfs) 1�.6 300 0.0900 0.3 Sheet Flovv, Proposed Grass: Sha�rt n= 0.150 P2=2.50" DEC-05-2003 FRI 02;34 PM TONY EIDEN COMPANY FAX N0, 763 559 6423 P, 08 �� THOMAS'r-1 Type ll 24-hr Rainfall=�;!.25" Prepared by MFRA P�ge 1 HydroCAD��6.00 s/n 000887 41986-20;'�I Applied Microcomputer Systems 12/5/2003 Pond 1 P: Wetla�nd Inflow - 25.64 cfs @ 12.07 �irs, Volume= 1.507 af Outflow = 15.60 cfs @ 12.2o �irs, Volume= 1.500 af, Atten=39%, Lag= 8.0 min Primary - 15.60 cfs Q 12.ZO �1P'S, Volurne= 1.500 af SBcondary�= 0.00 cfs @ 5.00 ��rs, Volume= 0.000 af Routing by Stor-Ind method, Time Spai�i== 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 977.06' Storage= 11,124 ;;f' Plug-Flow detention time=8.5 min calci.ilated for 1.500 af(1U0% of inflow) Storage ar�d wetted areas determined I:�y I�rismatic sections Elevation Surf.Area In::.�;tore Cum.Store feet (sq-ft) (cubi;:i`eet) (cubic-f�� 975.00 �00 m 0 0 976.00 1,700 1,050 1,CI50 977.00 15,000 6,350 9,�00 978.00 26,285 �'.0,643 30,1'143 rimary autFlow (Free Discharge) 1=Culvert Secondary OutFlow (Free Discharge� �L2�Broad-Crested Rectangular Weir # Routinq Invert Outlet De��ic�as 1 Primary 975.00' 24.0" x 4!'.�.0' Iong Culvert CM�P, end-section conforming to fill, Ke=0.�00 Outlet I nv�::rt= 973.90' S= 0.02��4 '/' n=0.024 Cc= 0.900 2 Secondary 978.00' 12.0' lonc� x 12.0' breadth Bro��d-Crested Rectangular Weir Head (feE l) 0.20 0.40 0.60 0.�0 1.00 1.20 1.40 1.60 Coef. (En;�;li:�h) 2.57 2.62 2.7(k 2.67 2_66 2.67 2.66 2.64 DEC-05-2003 FRI 02�34 PM TONY EIDEN COMPANY FAX N0, 763 559 6423 P, 09 . �D��,� THOMa:►�1 Type !I 24-hr Rainfall=:a.90" Prepared by MFRA P�►9� � HydroCADi�6.00 s/n 000887 41986-2C!;�1 A lied Microcom uter S tems 12/5/'20Q Si.�bcatchment 1S: ��cisting Runoff = 41.62 cfs @ 12.07 ��rs, Volume- 2.466 af Runoff by SCS TR-20 method, UH=SG�i, Time Span= 5.00 Z0.00 hrs, dt= 0.05 hrs Type I! 24�•hr Rainfa11=5.90" Area �sf) CN Description ,,__ 450 100 Water 172 100 Water 43,321 100 Wate� 36'�,421 74 >75% Grass �:nver, Good, HSG C 411,364 77 Weighted Av,;:rage Tc I_ength Slope VBlocity �;::��acity Description min (feet) (ft/ft) (ftlsec) .._^ (cfs) ,_ 14.6 300 0.0900 0.3 Sheet Flov+�, Grass Grass: Short n=0.150 P2=2.50" DEC-05-2003 FRI 02�34 PM TONY EIDEN COMPANY FAX N0, 763 559 6423 P, 10 � � � �c�. ,�-- THOMA�i^�1 Type 1124-hr Rainfall=:'i.9�" Prepared by MFRA P�'gE � HvdroCADia�6.00 sln 000687 �1986-2C�;!1 Applied Microcomputer Systems 12/5/�003 Stil�c;atchment 2S: P'�oposed Runoff = 42.78 cfs @ 12.06 I��s, Volume- 2.541 af Runoff by SCS TR-20 method, UH=SC;3, Time Span= 5.00-�0.00 hrs, dt= 0.05 hrs TypE II 24•hr Rainfa11=5.90" Are�a (sf) CN Description .,__ 45� 100 Water 172 100 W ater 43,321 100 Water 351,963 74 >75% Grass �;�a�ier, Good, HSG C �,205 96 Paved parkin,� �� roofs 11,253 98 Paved parkir.�:�� roofs , 411,364 78 Weighted Av.�ra�gs Tc Length Slope Velocity ;::�apacity Description min (feet) (ft/ft) (ftJsec) ..__ (cfs) . 14.6 300 0.0900 0.3 Sheet Flovv, Proposed Grass: Sha�rt n= 0.150 P2= 2.50" DEC-05-2003 FRI 02;34 PM TONY EIDEN COMPANY FAX N0. 763 559 6423 P, 11 I 0 �y`,-_. THOMA�i�'I Type ll 24-hr Rainfall=�i.90" Prepared by MFRA P�ge 1 HydroCADc�6.00 s/n 000887 C� 1986-2a�:��t A�plied Microcomputer 5ystems 12/5/2003 pond 1 P: Wetlaind [85] Warning: Oscillations may�equire E=irier Routing>1 Inflow = 42.78 cfs @ 12.06 "r•s, Volume= 2.541 af Outflow = 18.61 cfs @ 12.41 ��r•s, Volume= 2.533 af, Atten= 56%, Lag=21.0 min Primary = 18.61 cfs @ 12.41 I�rs, Volume= 2.533 af Seconda�y►= 0.00 cFs @ 5.00 I�i�s, Volume= 0.000 af Routing b��Stot-Ind method, Time Spa��== 5.00-20.00 hrs, dt� 0.05 hrs Peak Elev= 977.75' Storage= 24,788 �:,f Plug-Flow detention time= 11.5 min ca i;ulated for 2.533 af(100% of inflow) Storage and wetted areas determined :i�► prismatic sections Elevation Surf.Area In�::.,�to�e Cum.Store (feet) (sq-ft) (cuk.icrfeet) (cubic-fc�et 975.00 400 � 0 0 976.00 1,700 1,050 1,�50 977.00 15,�00 8,350 9,�0� 978.00 26,285 ;?0,643 30,�U43 Primary C�utFlow (Free Discharge) t--1-Culvert �econdary OutFlow (Free DischargE�; Z-2=Bro2id-Crestad Rectangular Weii # Routing Invert Outlet De•,�ices 1 Primary 975.00' 24,0" x 4;e,(►' long Culvert CMP, end-section conforming to fill, Ke- 0.500 Outlet Irn i;r1= 973.90' S= 0.0244 '/' n= 0.024 Cc= 0.900 2 Sec:andary 978.00' '12.0' lon�;� �: 12.0" breadth Bro�ad-Crested Re�tangular Weir Head (feE+�:;1 0.20 0_40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. 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' � x ' �� \ i g � �_ xv � x I i Me � 1 u �x O� X � � r III. � l � � x i l. � / L I i � i � � � . ► �. x r a I ji e � _ � I u � � � • � e x � � . x � x• O„ :' � �O j I I e • e e. rx � s � ' a � � MNcheck COMPLIANCE REPORT I I Minnesota Energy Code I Permit # I MNcheck Software Version 3. 0 I I I � � Checked by/Date I I � COUNTY: Dakota STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DATE: 7-17-2003 DATE OF PLANS: 7-16-03 TITLE: MODEL HOME FOR ANTHONY THOMAS HOMES PROJECT INFORMATION: 380 LEAF STREET ORONO, MINNESOTA COMPANY INFORMATION: ANTHONY THOMAS HOMES COMPLIANCE: PASSES Required UA = 1216 Your Home = 740 39. 10 Better Than Code Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 5393 44 . 0 38 . 0 7� WALLS: Wood Frame, 16" O.C. 3441 19. 0 19.0 117 WALLS: Wood Frame, 16" O.C. 3688 19. 0 19. 0 125 BSMT: Conc. 9. 0 ' ht/5. 0 ' bg/9. 0 ' insul 2241 11 . 0 11. 0 87 GLAZING: Windows or poors, Above Grade 904 0 . 350 316 DOORS 38 0 . 350 13 FLOORS : Over Unconditioned Space 745 30 . 0 30 . 0 12 ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Minnesota Energy Code. Builder/Designer Date ��, :� Minnesota Energy Code MNcheck Software Version 3.0 MODEL HOME FOR ANTHONY THOMAS HOMES DATE: 7-17-2003 PLAN REVIEW AND INSPECTION ISSUES This list of items may be helpful for Plan Reviewers and Building Inspectors to use as a guide for enforcing the Minnesota Energy Code. The items apply to Group R, Division 3 Occupancies, one- and two-family residential dwellings. The items marked with * apply only to detached one- and two-family residential dwellings. PLAN REVIEW ISSUES FOUNDATION INSULATION - foundation wall insulation R-5 minimum - foundation insulation extends from top of wall down to top of the footing - exterior foundation insulation is covered by a protective coating finish CONCRETE SLAB OR UNDER-SLAB INSULATION - slab on grade perimeter insulation R-5 minimum - slab insulation extends from top of slab to design frost line or top of footing - floors over unheated space R-30 minimum WINDOWS / DOORS / SKYLIGHTS - average U-value is 0. 37 maximum for windows and qlass doors (excludes foundation windows) - window U-value consistent with building plan and MNcheck Report - window and door area consistent with building plan and MNcheck Report MECHANICAL VENTILATION ISSUES - residential mechanical ventilation system provides adequate ventilation per code requirements* - furnace efficiency is consistent with MNcheck or building design plan - protection against excessive depressurization is installed per code requirements* ENVELOPE INSULATION FOR PLAN REVIEW - interior basement insulation R-5 minimum (if no exterior insulation) - ceilings with attics R-38 or consistent with building plan and MNcheck Report - wall framing and insulation level is consistent with building design and MNcheck Report INSPECTION ISSUES CONCEALED INSULATION FRAMING AND SHEATHING - wind wash barrier installed at attic edge - exterior wall corners framed so that insulation can be installed after exterior sheathing is installed - intersections of interior partition walls and exterior walls are framed so that insulation can be installed between the partition and exterior .� sheathing after exterior sheathing is installed - gaps between framing less than one-half inch are eliminated by securing framing together or are insulated at the time of assembly - all penetrations between conditioned and unconditioned spaces made prior to framing inspection are sealed INTERIOR AIR BARRIER - all fire stops are air sealed - pipes, ducts, wires, equipment and flues and chimneys through the interior air barrier are sealed - a sealed continuous interior air barrier is installed on the warm side of the building envelope at ceilings, walls, and floor rim joist areas* - air barrier behind tub and shower is sealed and protected - recessed light fixtures are sealed ENVELOPE INSULATION - basement insulation R-5 minimum - wind wash barrier on wall separating house and garage is sealed - loose fill insulation is prevented from entering the eaves - insulation on skylight shafts and walls exposed in attics is supported on the unconditioned side ATTIC INSULATION - attic access panel insulated to R-38 for ceiling panel and R-19 for wall panel - attic card attached to framing near access opening - notification of attic R-value and date of installation posted near build: permit inspection card This is a summary only. 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TELEPHONE Na �✓Z �'9a �9// � DESCRIPTION__ JL�2�i�'!Llii�G� — � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO h COMMENTS: � a _ ('J� QS �S S j 0 a � 0 � W � Q � W � W � � d W��RK SATISFACTORI(:PROCEED ❑PRW ECT COMPLETE W CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE C0IIERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED �INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance. (g52) 249-46�� OwnerlContracto �e: Inspector. WhNe Copyllnspecto�'s Ffle Canary CopylSite Notice J A�' TIME CITY OF ORONO CALLED IN y � INSPECTION OTI SCHEDULED -?-2-•D ; PERMIT NO. COM LEfED ADDRESS 3 � ��T OWNER CONTR. TELEPHONE NO. �nI Z ��I O �� I I � DESCRIPTION //�.��u w ti � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: � a � , 0 � � 0 � W � Q � z W � W � � � a W WORKSATISFACTORY:PROCEED ❑PROJECTCOMPLEfE W O COflRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 O CORRECT WORK,CAIL FOR HEINSPECTION TEMPORARY V BEFORECOPI/ERING PERMANENT �CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR O INSPECTION REQUIRED.CAL TO ARRANGE ACCESS. Call fort e t i spection 24 hours in advance. (952) 249-46�� OwnerlCon r on s e Inspector.'' l White CopyMspector's File Canary Copy/Site Notfce ✓ DATE TIME CITY OF ORONO CALLED IN I a'��3 INSPECTION NO CE SCHEDULED «-a3n3 : PERMIT NO. q COMPLETED Gr � ADDRESS 3� L-Ps�-� �S 'f'• OWNER CONTR. �A i1l�l •' c�s TELEPHONE NO. ��I ��(� D��`� � D ON �O U('�-c� ��'�--Cf W 1 FOO 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 F 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS E,Z, 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT `� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL � OWNER/CONTRACTOR TO MEET YOU:�ES_NO �= ��., COMMENTS: � W a J O a � O � W � Q � 2 W � W � � �RKSATISFACTORY:PROCEED ❑PROJECTCOMPLEfE ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFOREC�IERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED �IWSPECTION REQUIRED.CALLTO ARRANGE ACCESS. 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(g52) 249-46�� wnedContr ite: Inspect White Copyllnspector's File Canary CopylSite Notice � DATE TIME V CITY OF ORONO CALLED IN INSPECTION NOT C SCHEDULED a �� , �� PERMIT NO. � ��c1�� COMPL ED ADDRESS ___ ��((�� S��' OWNER CONTR. �6"CT'�'� ��LI� �� TELEPHONE NO. �� - ��p � y�l/ � DESCRIPTION � � ` ��-C��.D�I l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTfC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU: YES_NO � COMMENTS: � W � � � O � � O � W � Q � Z W � W � j d W WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W ❑CORRECT WORK&PROCEED � ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALI TO ARRANGE ACCESS. Call for the next i pection 24 hours in advance. (J52� 249-460� Owner/Contr on si e: Inspector. White Copyllnspector's File Canary CopylSite Notice � �DATE/ _ . TIME CITY OF ORONO CALLED IN � INSPECTION NOTICE Fy�a� SCHEDULED --3d PERMIT NO. 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Call for the ne t inspection 24 hours in advance. (J52� 24J-46�0 OwnerlCon o s te: Inspector. White Copyllnspector's Fil Canary CopylSite Notice