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2015-01193 (Building)
City of Orono CERTIFICATE OF OCCUPANCY This Certificate is issued pursuant to the requirements of Section 110 of the International Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the local jurisdiction regulating building construction or use. For the following: Building Address: 1400 BALDUR PARK RD PIN: 08-117-23-31-0001 Legal Description: Baldur Park Block 001 Lot 015 Zoning District: Permit No: 2015-01193 Work Activity: Single Family Construction Type: 2015 MN Residential Building Code Occupancy: IRC-1 Occupant Load: Fire Sprinkler: N Applicant: E.S. Homes Applicant Address: 13170 Utica Ave City, State,Zip: Savage, MN 55378- Owner Name: Steve Elliott Owner Address: 1400 Baldur Park Rd City, State,Zip: Wayzata, MN 55391- FOR YOUR INFORMATION For any police,fire or medical emergency-Call:911 Posting of your assigned street number is required In purchasing a new home, file for your homestead at the City offices. Register your address for voting, drivers license and automobile registration. City water and sewer is billed quarterly. Septic inspection fees are billed annually. Permits are required for any additions or alterations on your property or for construction of any garages, deck, dock or other accessory structure. Special regulations prohibit any excavation, filling,grading,dredging, tree removal,or construction of any kind within 75 feet of any lakeshore or within 26 feet of any wetlands. Please Note: The property owner is responsible for all Legal/Engineering charges resulting from this project. Due to varying billing cycles,bills may be mailed up to 90 days after the issuance of this Certificate of Occupancy. £,) i� Rah(' 12-- 71010 Zoning Administrator Date -2/8/21-94 i m tticiat Date City of Orono CERTIFICATE OF OCCUPANCY � TEMPORARY CERTIFICATE � Building Address: 1400 BALDUR PARK RD PIN: 08-117-23-31-0001 Legal Description: Baldur Park Block 001 Lot O15 Zoning District: Permit No: 2015-01193 � Work Activity: Single Family Construction Type: 2015 MN Residential Building Code Occupancy: IRG1 Occupant Load: Fire Sprinkler: N Applicant: E.S. Homes Applicant Address: 13170 Utica Ave City, State,Zip: Savage, MN 55378- Owner Name: Steve Elliott Owner Address: 1400 Baldur Park Rd City, State,Zip: Wayzata, MN 55391- THE FOLLOWING ARE NOTED AS INCOMPLETE OR MISSING.THESE MUST BE CORRECTED OR COMPLETED AND REINSPECTED WITHIN THE SPECIFIED NUMBER OF DAYS OR THIS CERTIFICATE WILL BE VOID Failure to correct these deficiences will cause occupancy violation citations to be issued To be completed by September 7,2016 -As-built survey to be submitted and approved showing: -All exterior improvements completed(driveway,etc.)and shown on as-built survey -Final grading completed and shown on as-built survey -Erosion control to remain in place until sod/vegetation is established I e e agr to e tlze ab e c rections and to call for reinsp ctio�i�the ti e allowed: � � O er/ ontractor Dat � L (Il m icia Date CITY OF ORONO * 2 0 1 5 — 0 1 1 9 3 * * �5 2750 KELLEY PARKWAY DATE ISSUED: 10/15/2015 ORONO,MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 1400 BALDUR PARK RD PIN : 08-117-23-31-0001 LEGAL DESC : BALDUR PARK : LOT O15 BLOCK 001 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 600,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,FIREPLACE,WATER CONNECTION,SEWER CONNECTION, ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 4,154.59 STATE SURCHARGE(VALUATIOl� 300.00 E.S.HOMES TOTAL 4,454.59 13170 UTICA AVE Payment(s) SAVAGE,MN 55378- 4,454.59 (612)239-4317 Minnesota State License#:BUIL-20638592 OWNER ELLIOT'T,STEVE 1400 BALDUR PARK RD WAYZATA,MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and dces not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances goveming this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 1 SO days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. � �I/ ��L��/%� to J►.�/�s- 0 � /� ��CS�/� Applicant Permitee Signature Date Issue y Signattue Date � ' � � City of Orono �1, 5g . . . . . � yl � Buildin Permit A lication � J pp � for New Structures or Additions Mailing Address: Permit number: /3=B' .�Q A>O PO Box 66 _ `w Crystal Bay, MN 55323-0066 Date received: — � StreetAddress:' Received by: ,��, ,� 2750 Kelley Parkway Plan review fee: 7�� � �' c,� Orono, MN 55356 ,, J tqkFSH04�' Main: 952-249-4600 Total Fee: ��� 's—D��J'�d� Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (P/ease prinf) GENERAL INFORMATION: Job Site Address: /�j 0 0 �a Ldt.�R �Gi R-K f�04� . ��.D N� Will this be a Parade of Homes, Remodelers Showcase Home or other isplay Home? ❑ Yes � No If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: f�S'KDr�nes //� State License# gC,�?,� S"'q 2,, Expiration Date: , �, aC�_ 2�O1,6 Phone: cell 2 office Mailing Address: D ' c Cit ZIP: S � , Contact Person: P���� ,�(�p`g�q Applicant is: ontr ctor / Homeowner (Circle One) . Email and/or Fax: � Q � �L . �O i PROPERTY OWNER I MATION: I�J ��$�� � �I,t.0m Name: _�'f e�,/Q r'yL.Li o'�t Phone(day): Z � Address: L�,p O A�ciLd�12 �tQ�C �04� City: ��.0 R`�� ZIP: Email and/or Fax ,��/%07T.c�t! L j��70�leN . cor» ARCHITECT/ENGINEER INFORMATION: Name: '�.L L G Phone(day): p Address: Cit : ZIP: Email and/or Fax: T a �'U� �/1 PilM6t h� G�M PROJECT INFORMATION: Description of project: 1.Type of ProJect 2.Proposed Use 3.Structure Type 4.Sewage Disposal 8 Water Supply �New Construction �Single Family with ❑Accessory Bldg./Garage ❑Addition attached garage ❑ Deck � Public Sewer ❑Accessory Building ❑ Single Family with ❑Office/Commercial ❑ Relocation detached garage � Residence ❑ Private Sewer ❑ Other:(specify) ❑ Multiple Family/Condo Retaining Wall(s) ❑ Public 4-feet or greater ❑ Public Water **Any earth movement may require ❑ Commercial ❑Storage -MCWD review 8�permlts. ❑ Industrial ❑Warehouse ❑ Private Well -Minnehaha Creek Watershed District(MCWD) ❑ Other:(speCify) ❑Other(specify) >15320 Minnetonka Blvd Minnetonka,MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.m innehahacreek.or Estimated Construction Valuation (excluding land) � ���* �Q� �� Packet Last Updated.• August 2015 Page 21 , STRUCTURE INFORMATION: 1.Structure Dimensfons 1.Structure Dimensions(continued) 2.Type of Construction � , y . a. Length(ft.)= �O� Number of bedrooms=� �INood/Frame b.Width(ft.)= �_ Number of garage stalls: ❑ Masonry Areas in sauare feet Attached=�_ ❑ Metal ❑ Pole Bldg. c.Basement= Detached= ❑ ICF d. 1 St Story = �Z 6 0 ❑ On-site Prefab g 2nd Story= f�[� ❑ Off-site Prefab f. %2 Story = 9�7 ❑Other(please specify): g.Total Area= �,� REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed A plicable ❑ ❑ Buildin Permit Escrow A reement and Fees ❑ ❑ Plan Review Fee ❑ ❑ Com leted A lication Form 8 ❑ Pro osed Buildin Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/z x 11 set ❑ ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements � ❑ Surve —2 full size,to scale meetin ALL surve re uirements ❑ ❑ Hardcover Calculations ❑ ❑ Se tic S stem Certification i� ❑ Minnehaha Creek Watershed District(MCWD)Permit or . Documentation from MCWD statin no ermit is re uired . �' ❑ Landsca e Walls and/or Retainin Wall Plans ❑ ❑ Stormwater Pollution Prevention Plan SWPPP � ❑ ❑ Access Permit ❑ ❑ Data Privac Adviso Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no altemative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other govemmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certiflcate of Occupancy is requested, a temporary Certificate of Occupancy ma�be issued upon receipt of a$10,000 escrow to ensure completion of the as-built survey and all site improvements. e ApplicanYs Signature: Date: R`, /Q/. Z�l S� Owner's Signature: Date: Packet Last Updated.• August 2095 Page 22 � � 1 Builder Acknowledgement Form Permit #2015-01193 Builder Permit Conditions Initials Prior to the start of framing, a foundation�s-built�urvey must be submitted �. � and approved by the City or a stop work order will be issued. Schedule a minimum of one hour for the framing inspection. �� Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. � � No underground sewer within 20 feet of well. � � • � Prior to the issuance of a Certificate of Occupancy an as-built survey and � � hardcover calculations, if applicable must be submitted and approved. In the event of winter or other unfavorable weather conditions (which prevent the completion of the exterior improvements and/or as-built �, � survey) a Temporary Certificate of Occupancy(TCO) may be necessary. A TCO requires a $10,000 escrow. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios,grading, P l� sidewalks, retaining walls, etc. not currently shown on the approved survey and landscaping plan will require a separate Zoning Permit application to be submitted and approved prior to the work commencing. Any retaining walls that over 4-feet in height or tiered walls not separated �7 K by twice of the height of the lower wall require engineered plans and a building permit to be submitted and approved prior to construction. w:\applications,license or permit applications\builder acknowledgement form.docx � c p � � � p p m r ;p �� T � �•� Ort'! � 5 � � o 0 0 -n � u> cn �o � � �, � �' � � -, � � � � v+ � $ ^: � "�' -' m �f� � �� ��, �a� � � � � � � �- �,. � � fD ro � �. � � �' � � � 7C ,,,, c .-. � � �. cfl �p � � i0 !D �,..��1 � '"' � � �pl p �*• � � fp � C� � $ �' � ' � � �,K m '� � �j �' t7 7 � t�? �+. � � ^` '' J. � �' � y� � � � � � �A � � � �� e�+� . � � �" � � � ° � K fl., � � C � � L�' v� � � � � �� � @ � � �� � � � � N '� �: � � � � a � � �, � en3 tnzJ � w � Q �"� � � � � � n < � � o � -< `e � � � � ° � � � � � � N � � � "' m `� �� �- �' $ '� z '� � � � tn `� a c -,� _� � � � c� 3 0 � g rn � 0 O' �' � � � � � �' �t ... � 'n' cQ �n, � „a.. Op �1 =n �n � �v o � � ' � � � � � v �: � 3 k >c x >t � ,� '� ��p Su �j (� p3j CT � � Q � � � a ° �' � � ° � �' ,� c m � � � � � � � � � +� �` �� � � � �: e C '� v � 3• � $. ? °� � � � � � � � o �' 0d� 0 � .� " � �, �t- � � ro � � �' � v � � �� a. � � � � �; � a► � _`' . � � � � � � � � -� �` � � �' o � ., o � �m � ,;� � � a � '_n rs n n ,i m' � ,�, �' � � � � C � v, � � p p t� ra� � &� � � � � Z • O � c� p �� A � � � � - � — c � �' ,�.; �� � m e� ,� - ,w � � - . s�, . 1. ' Christine Mattson From: Steve Elliott<selliott@lifetouch.com> Sent: Thursday, October 08, 2015 1:16 PM � To: Christine Mattson; Melanie Curtis � Cc: eshomesllc@gmail.com; bill@billbrueggeman.com; Roger Peitso O O C Subject: Re: 1400 Baldur Park Road/#2015-01193 0P� Melanie and Christine, In response to item 2 -Landscape Plan The final landscape plan will be to sod the entire lot. Details regarding the location of the sidewalk, driveway, patio and retaining wa11 are on the Grading, Drainage and Erosion control plan. I don't plan to do any other landscaping of the lot. If you have any other questions,please let me know. Thanks you for your work on this project. Steve Elliott On Thursday, October 1, 2015, Christine Mattson<CMattson(a�ci.orono.mn.us>wrote: Peter, Attached is a copy of the letter and enclosures being mailed tomorrow. If you have any questions,please don't hesita.te to contact us. Christine Maitson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN � 55356 (physical add�ess) PO Box 66 � Crystal Bay � MN � 55323-0066 (n�cailing add�ess) � 952.249.4620 � g 952.249.4616 1 f � I ��f'� �a� coP �k�'.�`�t yi� .,�{ ,����- .-�� r-`-�F-� - •.�E� ���;,,r - � u��ny �',4 .ffi�. e}"'', � � `kpe r•i���-� �Y `��:+� ` -a� _ �C' 4- '��Y--t.�"�� .�� � ,�. `�� �'�' � -. � � ��,;��;�_�,:_�� •�,°�j� = ,,�,..T,,��� �, k,. �. � - �_-. �' ',�� _.: ��a'.���,,� � � � ._ >>��.."_ ,.,_ :� r ,. �. _�. 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( �e q y- .�C� p'i.cS _ 4 -_ _ (&-��- �;p•. - - qq�:��.r T�^�4«`=�'r�,.t " _ _ �4�: _'}��d,�,R•.3_---_ " ����'��4� t�� !.w'r E 4�,���` . �":�. - . .' -_ � -b`�., - ", _ �a�`."� � �,."ay�e4�.rr,y',^t �"`i% j�' t , � ' � a- oo Haugo GeoTechnical Services BORING NUMBER SB-1 2825 CedarAvenue S PAGE 1 OF 1 Minneapol�,MN 55407 CL1EN'f 62 Residenfral Dasi�n PROJECT NAME 1400 Baldur Park Road FROJECT NUMBER 15-0586 PROJECT LOC�ITION Orono.Minnesota DATE STARTED 8/25✓15 COMPLETm 8/25H5 GROUND ELEVA710N 931.9 ft MSL H8�SI� 3 1/4 Inches DFbWIYG CONTRACTOR HGTS GRQUND WATER LEVB.S: DRIWNG METHOD Hollow Stem AuoedSolit S000n AT TIME OF ORIWNta —Not Encountered LOGGED BY MS CHECf�D BY PG AT END OF DRIWNG —N�Encountered NOTES 8'S.13'W of F�dstina SE hause G �18hrs AFTER DRIW NG 14.00 ft/Elev 917.90 ft Cave-In DaoM of 17 t v w o Z ♦SPT N VALUE♦ �.-. =C9 �w �^ t�-� a � 20 40 60 80 a� �O MATERL4L DESCRIPTION u�g Wj� p j� t-� a� PL�M�_�L �v �J �Z �� mvZ �" }" 20 40 60 80 a � ❑FINES CONTENT(%)� 0 4 Crushed Limestone Aggregate Base,Appropmately 6 inches AU (FILL) � : : : : Sa�dy L�n CIaY.trac•s Gravel.moist to vvet,dark grey,soft- ..... .:.......:... ...:......:... . (FILL) • � .......:.......:.......:.......:...... o SS 2-2-1 . ' Y 2 (3) ......:........... ...:..... .:. . � � (CL)Sandy Lean Clay�trace Gravel.li ht . .....:...............:.......:....... (Glacaal Till) 9 9�eY.moist,medium. 5 • � � �_� . ...:... ...:.. ....:.. ...: ... 3 (g) � - ... ... � (CL)Sandy Lean Clay�trace Gravel,browm artd grey,mast,rether .... ..'.......:... . .........�..... & stiff to very stiff.(Glacial TIII) SS 11-7-7 ' . � 4 �14� : . : : Z . ......... ...... ......... � .... '.......:...............:..... � �p . . m SS 10-fr6 .... .:.......:... . : .. ..: .... � 5 ��2) � . ' .... .:.......:......:.... ..:....... � .. . � ...:... ..:.. ..: .. . J cc ' W 7-���ll � � 6 (17) ......�.......�.. ...:..... .�. .... 3 Q • � - . .. ... ..:... .. ... . : .... v ' `" �y : : : � SS 20-2Q-20 .......:..... :.......:... .......... � a 7 (qp) . � � .. . ...... 0 � . g . ...�.. . .:.. ..:.... ..: ... . � . o • . � . .....:. .....:......:...... ...... � • Z c� (CL)Sandy Lean Clay.trace Gravel.9reY�moist.rather stiff. . �. .. : . .. � : . 0 2� (Gladal Till) : • iSS �r5-6 ... .�. . .. :..... :. . :...... c=i 8 ���� . . o Bottom of borehole at 21.0 feet. w � � • ,' � � a- �o Haugo GeoTechnical Services BORING NUMBER SB-2 2825 Cedar Avenue S PAGE 1 OF 1 Mlnneapol�s,MN 55407 CLIENT 62 Residential Desiqn PROJECT NAME lqpp galdur Park Road PROJECT NUMBER 15-0586 PROJECT LOG4TION Ororro.Minnesota DATE STARTED 8/25115 COMPLETm 8f25J15 GROUIYD ELEVATION 931 ft MSL HOLE� 31/4 inches QI�WNG CONTRACTOR HGTS GR�1ND WATER LEVELS: DRIWNG MEiFI� Holiow Stem Aua�/Solit S000n Q AT TiN�QF DRIWNG 3.00 ft/Elev 928.00 ft LOGGED BY MS CHECI�D BY PG AT END OF DItIW NG — NOTES_12'E of F�dstirm NE house Cr �AF7ER DI�WNG 3.00 ft/Elev 928.00 ft Cave-In Deoth of 4 feet V W e Z �SPT N VALUE♦ _ � 20 4Q 60 gp Q� �O� MATERIAL DESCRIPTION �� j� p�� ►-� j� P����� C7 �Z V�. m v Z � } 20 40 60 80 y � a � �FINES CONTENT{%)❑ '—•` Sandy Lean Clay,black,moist.(Topsatl) � r�:'� qU . • 9 :��r,.d = : : .-�.+4 � . :�:. . (SM)Silty Sand,fine grained,9reY.moist,very loose.(Allwium) ... ..."......:.......�..... a .,: ;. ..:..... � : : � 3S 1-1-2 . . :,:. , - �� �3� : • � : Y ., : ; .... :.. ... .......:.... :..... � . . o � (ML)Sandy Sitt,grey,wet,loose.(Alluvium) .......�...............:.......:...... � 5 � � . � SS 2�-6 .. ....:. -� :. .....:.......:... . � 11 (10) . � ... . <.. ....:..... .. ..: . . W (CL-ML)Clayey Sitt,grey and brown.mo�t,medlum.(Alluvium) .. ....'.......'.......�.......:..... o�' SS 3-4-4 • . � 12 (8) .. ....�... ...:.......:.......:..... z • 0 � (CL)Sartdy Lean Clay.trace Gravel,brown and grey,moist, .. ....`.. . `.......�.......:..... �p medium to rather stiff.{Glacial Till) w : : : : 6 SS 2-3-4 . ....;. .. .:... ...:. ... .:. .. . W 13 m . . � � .. ...;.. ...: .....:. .....: ...... � � ' � J .. ..:... ...:. ..... ... ..�..... m � SS 3-5-8 � 14 (13) .... ..:...............�......., .... . 3 ' " (CL)Sandy Lean Clay.trace Gravel,grey,moist,stiff.(Glacial Till) . . .�. ...' . ..�. ' N �5 : . � SS 2-7-8 ..... ................:......:..... � � 15 (15) � � o .. . � . ., . � . . m 5 .. ... . ...:.. .:... .: � : .. � y ......; .....:.......:.......:. .. � Z " : : : � o• '�� (SP-SM)Paoriy Graded Sand with Siit,fine to medium grained, . . . . . . .. . : 20 •. trace Gravel,brown,waterbearing.(Glacial Ouhvash) � m �:_�' ': SS 10-15-16 ......�... ...:.......�.... ..:.. . � 16 (31) . . oBottom of borehole at 21.0 feet w 0 � � , ' �.� ' � a. �o Hauga GeoTechnical Services BORING NUMBER SB-3 2825 CedarAvenue S PAGE 1 OF 1 Minneapol�,MN 55407 CLIENT 82 Residential Deswn PROJECT(V/1ME 1400 Baldur Park Road P���MB� ��� PRWECT LOCA710N_Orono.Minnesofa DATE STARTED 8/2y15 COMPLETm g/25/15 GROUNp EI.EyA77pN g31.7 ft MSL HOLE S!� 31/4 inches DRIWNG CONTRACTpR HGTS G���ya��� DW WNt'a METHOD Hollow Stem AuoedSolk S000n AT TIM�OF DRIWNG —Not EncounYered LOGGED BY MS CHECI�D BY PG AT END OF DIi1WNG —Not Encaintered N07ES 31'S.12'E of 6dstinq NE house G AFTER DWWf�'a —Not EnoouMered Cavedn Daoth of 15 feet v W o Z ♦SPT N VALUE� a� _ �w �Q 3 F j a � 20 40 60 80 Q% �O MATERIAL DESCRiPTION PL MC LL wm pz� E-� — � a� �� m0> �" �.... 2p���80 �Z V U? U } `Q`: a p ❑FINES CONTENT(%)❑ 0 p Powly Graded Sand uhth Silt,brown,moist.(FILL) AU .'—.�` Sandy Lean Clay,black,wet(FILL/Buried Topsoil) 17 � i;.;ia;. ,_. ...... ....... ....... ��..� . . �� (CL)Sandy Lean Clay.tra�Gravel,brown a�light grey/white, .......:.......:.......:.......:..... ,+wet,ran,er son(c�a��T7q ss z-z-3 . . Y 18 (5j . .....�.......:.......:.... .:. � ... o (CL)Sandy Lean Glay.trace Gravel.brown.moist ta wret,rather .. ....:... ...:.......:.......:....... � 5 stiff to stlff.(Glaclal TIII) . � SS 45-6 ... ..:.......: ..�... . : ... � 19 (11) : : : ' � � :..... . � . � ... ...................:......:...... � SS 3-5-6 , °� 20 (11j ... ..'.. ...: . ...:......:..... z • � ... ..:......:......'.......;. .... � 10 � SS 3-5-6 - ..�... .. '�-- .�... .; ... W 21 (11) . � . � .... ..�... ...•......:. .....:...... � • . � J ... ..:.... .� . .... .....: ..... m g' SS 3-6-9 � � (15) .. .. ::.. ...�.......�..... .; .... � 3 " (CL)Sandy Lean Clay.6ace Gravel.9re71.moist,stiff to medium. . . . ;. . .�. : : . . . .:. .. ... .. . r 15 (Gladal Till) � � SS 3-7-10 ..... .�.......:.......�... ..;. ..... � � � ���) o ... .. . � n � m g . . ..'......:.. ....... ..: ... � 0 N .... ..�......:..... .'.......:...... F ' Z . C7 ' . . :... ..: .. ..:......:.... y F Q � a m SS 3-�5 .. ...:..... :... ...'. .... :.... U 24 (8, . . o Bottom of borehole at 21.0 feet w c7 , � ��, � , � Descriptive Termino%gy of Soil � Standard D 2487-00 V E Classification of Soils for Engineering Purposes ».......„,.. (Unified Soil Classification System) Cntena lot Asaignmg Group Symbols and ���s GasslNeatlon PaRfCI@ Si2e IQ@�tiflCati011 Group Names Usfnq Labo�arory Tests' G�+D BeWCers o„e, �Z• Symbot Group Name° Co6C�es � Gtaveh � 3 ro�2' e Clcan Gravels C,Z 4 ano�S C�S 3 �W y�i� ��a„�� � Mae than SO�b oi 5?,�Igss fu,ea° g'aaea 9�avet rpi � m rnarse nactan C�c 4 arM/Or t >C}7� GP Pp�ny graAea grave�' F�r� J1d 10 3' 8 ' retaine0 on Gravela wkh FMes F mee dass� as ML w MH No 4 to 3�4' °' � h' GA! S� ravei' ' Sand �o Q Na a s�eve Mae than i 2°t tmes• F„��ys,ry�CL a GH Cva�ee CC Ct e ravH'�� No 4 to No �0 ��n n Sands Clean Sanda C,�6 and t �,C� 5 3� ��m No �0 ro No 40 m � � 50'.;a more o/ 5W Well.yraQed san.7 f�rre p�Z 5e�pr le+ss fu+es' C <6 ar�tor t >C >3� NO 40 to No 2Qa coa.se fractan SP Pooriy graded sand' Sdt c No 200 PI<4 or 01 f rnes cia as ML�AAN V oasses SandswlthFinee ssdy SM SdrysanC'%' DCiow'A'ur$ � Na 4 s�eve btcre than��°b' Faees dassAy as CL m CH g� �� ��.; ��1' <No 200 �a a and c PI>7 and ots on or above'A'b�� a+or a0ore'A'�me :— Slita and Clays �^�^K CL le n U • - � � ro LiQuaf�+m.t PI<4 or ObtS 6ebw'A hne� tYq. S,K. Relative Density of y� $� �ess Man SQ �ganK Liqu�O t�mif•oven Cned � 0 r 5 � O�ganK Ciay' - COh88iOnICSB SOIIS ,y o L u�d lim�t•n�Cr�� OL O�ganK 5�11' very laose 0 to 4 8Pf L° `w PI plots on a.�re'A'Ime �� Sltts and clays ��o�gan�c CH fat c�a ' ' �0�� 5�0/0 BPF o e�' L�qwo hm,i PI piots below A'ime MM Eias�K s�ii' � h9echum aense i i io 30 BPi LL� 5D or more Organ� Lrqu�d��mn-ovps Ore�O < �75 OM �9a^�e etay' "• Gense J 1 to 90 BPf li u�IrmR-reot dned ue'rY Qense over 50 BPF OH Or nre s�t' " Hfgbiy Orgamc Srnls Pnmaniy organ�c matler dark m ca{pr and aganrc odor PT Peat Consistertcy ot Coheslve goits a 9aseOonNematerNiFav+ytha a,� Iy-nn�sc e Vfly50(I 0�0 t BP� C n f�8h7 4d�TPb:a^ei'1`�!O CCt�QB O�D0.�'F s o�OWr .MC w�tn�:Ct�D'.8B Ck bouf�r8 Or Da1/1 f0 c r_ - n,��o.. C =,p ,. ma+a>�ane SoR 2 to 3 BPF "-- ftather gpft a to S BPF a..�ov Medam 6 to 8 8PF d tt ane_oraans2�5`�sar4�a.,r�s,m�o g�na�e R0Ut3�sb8 4 to 12 BPF o GraLets r en 5 ro•F4�res�epu+ae a.a�s,rt,oGa 51ifl 13 10 16 BPF Gen�GRA ae.l graCeC grave�r�i�s n Vzry SIiH t T�O 30 8Pf GW-CaC oen y�o�xG ya.e�w,t�:a. r.P.GM �oonr�raWsc�a.e�wan s�n Hard nver�0 BPF CP-GC ccrrW B'acea�rare�ann cray f r�}��+va c-0ee t�as Ct�A1 .sw m,a tvn+da+i,C-GM or SC SM � n�neamea�rK,�a amaiix+�c�mes�oyroup.a+ra n n am�contars 2 t5�grew�xa w:n+,pave� to�e+�e^eme � San�s.vrn5roi2�t�ru+s�.•nmem,ax.mnas s✓+5r� wz,��a�a�a�m..m�,R DriilingNotes sYusc we��-�.a�ded sa�o«an nati SP 5e.f pooriy�raeen b;na,.an s,e Standard pe�eha[wn tesl bonngs prere ativa�r.ed Dy 3 ttd a 8�r4' $P SC txmr+v t�3�ietl b.n�san�a� 10 holloavstem aug�rs unleys noted olhervr�se Jetlt��qat@t rpag Ugfd 1 %�o�De+g kmas F»1 r na•cn�erea so�,s a Cl�ut sn�r c,aY ro c�ean out auger prror to samphng onyr whare�nCK:ated on�oqa i nseaw,raa,s+c�cz5��..eao z;�c am�,�,a��, „ny,�eie,,�,,,ce�er��,� Srandard peneuauan test bwmgs are des�gna�ep by tne prefix'ST' � a s��`°M°.+���^t""'y'`�p�.�'ly�,�� �om�^�e (SpM TuOe} An samp�es wer�taken wah Me standaN 2'OD sp1A-lube m esa+cm�emZ;qs,carsb+::ooaencm�a,�,uvq�a�a aua wa,e�h roryw�pn�. sample� excep�where nated n PI a a Yb L'�ot!On o+Y�rra a ime a P�f 4 0*�iy tfe�or. A fw! C Ni p�cne on or ape.e A ur.� p�wer auger bormgs:ver��„anced by 4 or 6'Oiameler�ronOnuous- a F'�o cts ne�v. n -�e R�ght soi�E-stem a��gers SoA ctass,fx:afrons an4 slrala depU�a were m• ferre0 from a�s[wC?d sampleg auggred to tne surtece anC are tneretore 80 somewnat approY�mate Pwuer auger�or�rtgs are aesgnated by ihe . � p�elr, B � sy`� � Nand auger bonrtgs weae advanced manua�fy wrtn a t tt2'ar 3 t�4' .-. .J � d�ameter auger artd were I�rtuted b the depth hom wh eJ�Me auger wuld d � i � .•�T� be martuaiy wdndrewn Hand auger bormgs are md�atetl by[ne prefix X M 41 � O � �� �' G'r BPf. NumOers��tl�cate D�ows per�oot rp�rded�n stentlartl penetratwn _ tesf als0 Anrnvn�y p'ratue 7he sampfer was set 8 mto u�a�sturbed � ' so��tre�ow me houax•stemauger Ormng res�stances w�ae Inen counted � ,� tcr ge�pnd and th�rd 8'�nGremenl�and 3tlde4 to qef BPF Where Ihey � 20 � a� � a�!�er�s�gn.trcantly theY are reported�n the loltowmq iprm 2r t 2 for the secana ana�nrcC 5 �Rcrements +esoectrveyr a ,' G�' MN or OH 10 - , WH•NM rC�ates the sampter pQnevated sal under a�eghl ol nammer � tt� ML O� OL 3"d reds aione d�3mng not requ�reC 4 p WR� N6t md�cates rhe sarr.Pier CerelrateC sod unaer r,��g�t ol rr,�ds 0 /0 IB 20 ]0 SQ Sp BO 70 80 90 100 110 alone hamrfer we•gM�nA c7nv�n9 np(rp�wred Liquid Umit�LL► ����ca�es th��w3•le���n�rsturbeAi��tra sampfe Laboratory Tests Note �u rasts r��e ru��n;e�era�aror�arcz rrm ao�ucaD�e ASrFA OD Oryder,s.ry pr_f OC n.gamcconten� �-, s'anuaWs WD WetQEn.dy pcl S P�r�ntof��rat�on �� MC Nawrai mo�sr�re conte�t •- SG Scec,�c r,�av�ry lL l��i�nd9md 'e C Co+�eS,pn C5f Pl Pras��c i�mrt � �} nng;e M�ntemai r�Kt on PI Piasuc,cy n��, . Qu U�conf�ll@QCQTptE54��EStten9(n pgt P2U0 `:p.35s�ng 2J0 s�a_�e qP Pxketpe^e��ometerstrength tsf tr:,, . w , � � ` � REG�IVED � Minnesota State Energy Code Calculations and Mechanical Code Requirements ForrrSEP 18 2015 Additional copies can be found by going to: httrrNwww.dli.mn.s�ov/CCLD/PDF/sbc 1322 c�rt.odf �ITY OF ORO�I� �t1101.8 CerdiBcate Buit�cr3lv�Com�,� Date: �cZ.. �-�_ 20 c S Site Addne�s: ��D f� �a 1_�c.�f2 ��1 �oa c�7 �/2 J�O L� K�� l�� Contra�tor tvam�e: � ,.o.�e 1�e. Ucense Number. �ZO 3 �' 2 Locatian Typoe af Insta/ad Ty�e LQration Size Insrda�ion R-Ya/aie M�ceu Air Roof C " Comb�tian Air cx f walls Mtater �. Slab-ot� . +� Ma�ttt�act+ra�r Hoor o Duds OnE�ide of C�ed Rim 3oist n -/ ' •r�iar or La�ffoli R-Ys/�Ae F�t�xiafiion W Inoaiar.6aGeriar or 7r�egral A U-Facl�� 5 GC laeat fn ,ciertt Passire Fenestrdt�'ion 0 R�Corttrot T In ut .4f1lE Ma�r Model Calculatied H t to.s H � e c — -t T SEER Mfa[� Ctw/" t�7d at G�fn C 5 m T Laration �a�ituous Vevrtilation Ta�al Venli/a�ovs M " Ven�aliaft i �.t �� ao v � F Pack'si Last Updated: August 2015 _ Page 20 1 City of Orono o a�o cop� ' '� �.on�a Hardcover Calculation Workshee �� � Property Address: f r-tf�Ca ��. l c��,.r �r- k �. �/^e�•°� v �sr/�,` 3 41 `�PaHo4� Prepared by. V�ac�".ti,:r' �;,�f;�✓� /' ate: /d�/���/S Stormwater Quality Uvertay District Tier. (Circle one} Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 --- . . �-- , . Step 2: ���`:..,_, . . CC4:'�'� In the fallowing table. identify aU items af propased hardcover on the property, keyed by lette� to Certificate of Survey {survey must acxompany this form). Include ail existing hardcover items that are intended to remain, as weq as all proposed hardaover items that will be added. Use as many lines as necessary to accurateiy depict proposed ha�dcover status of the properEy. Far Tier 1 properties, idenfiify any features by (etter which are split at the 75' setback line and calculate hardcover square footage se aratel for each artion. Key to Hardcover Item (Descrlbe) Length x Wicith Total Surve (S uare Feet , ....�:..............._ M::.............,, -.,,. . .: .:: :::...::��::,::::::-;:�::;:-:;:::;:;;:.:::�..;.;..;............,..__......... �:::z,�.:::::::::::- ._,...._..:_...._ ..........._............ ..................�._......._...._ .....:...�:.-.::::::::::::::::::::_.._._._ ... ............. _.......::<::::-::>:: :�:::..:..��,s� �...�._�.............._..,.........,.,.......:,:,;:>:::..........:...._:..............................:....;........._.;..__�::::::<::�::�—=:::::_. ..::.................................... — �-:_.�� .... .� .. :�� ........._....._._...,..... � ................................... .. . , ........�..,...� ....,.._......_................................._._............................. ._........_.........._........_�. ,,........-�::• �� r. ..........., ri:..�t•r.::•::............._:.:......,....,..'.................._.................................:: _ i;�.I 6 — ..... ..E•::..... . ... ............c�:_::::::::::::::::::;::.^._::::::::r.:::::::::::::::::::: .:. . • —. .....�::::..,::...�:::::•�:::.-n�,`i:.;�:::::........ . .: _ ...:...:..::::::�..,�.�:,s.: .e .. ..........._... ... .�f'=':"r:.:..:.... . . ... ....:::•.:::::�'".:r. •� :: . . . . •.• . ... .......»........ .. A ... . . . . Z � ` S J S.F. B �7 ' � 3 S.F. � ` � .�C� S.F. o T� N �- 8. S` o s.F. � it/ r S t>G° Ot'� S.F. � ' M./ I ac^ . 5' ! . SO ' S.F. G � � 'Tp / S.F. H ' �y,, /. S.F, I S.F. J S.F. K S.F. L S.F. M S.F. N S.F. O S.F. P S.F. Q • S_F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Tutal Pro osed Hardcover ! S.F. ::. .............. .__. ;� :.,. ..................;;.;...._._...��...:��....... . .... _ • . ..... ...._ ...... .. .. , t. . ..:��:Sti:s::��� '!��� .i �t:z,4�4.� :�ii:o�yg:_ — ii•I I��. . , i�:.. : . . .. .. .. �.. .{.:�:: . . ......_.........�.�.... �y,,�.x{�'�{{ .. �!,����.��t,ll I : ��..�,� ���.. ....4::_:... >:�«........M......:.�;..., ..... ...J:�:..:.:..� i S:"�11i. I..:�.:.h::.....::::::::....::::::..«.,�'. �;i�i kklf�FoP.�7 �, i.�i� i.� � '� ., x.. !..2.s�.f.,..:'............»......�... :.f i'.S.E..f.�� iis:'�.� ...._ . . .................... •:�:••:'-n::::;...;:::�»................,...;..»`;.;...;...... . ,... _ . —:::::::::::r.:::::::::::::::c_ i+'1 �� / .S.F. �/ r�. 8 S Cl S.F. S.F. 3.F. S.F. 2 Total F�ccludable Hardco�er S.F. 3 Net Pro osed Hardcaver Subtract line 2 from line 1 3p f�'' S.F. 4 Tot21 Lot Area Z O 8• S.F. Proposed Hardcovar Parcentage [t3)�(4)] �S % (�%'► cl�'.,-� i �. �:�2 ;afe ^� I�ECEI�/ED Thfs is an irrTormation packet reganding HardGover. Every effort has been made to insure the accuracy ai�e!n!'nmlation containeal oCT o � �Q��j herein;however,if�ar�y infomratJon/s»ot consistent wltb proWsions of the City Cade,the Code pravisions wi11 preva�. Page 9 of 9 , � . v�o�o COPY HARDCOVER CALCULATION WORKSHEET ATTACHMENT 1400 BALDUR PARK RD. ORONO, MN 55391 E i�.00 - t � �� D 8)7 =q, f t �o �� B � q, ft 1.c79.�8 sq, ft� J o,o, ��cr�s � � `�00 ti `3 0 A ���,,51 =q, f+ co f_I Il1 r�r r-�� �ry^�' 0 2p� 70,81 q f t, ^�• •D 0 0 ,�oi' 1'�,�0 sq, f t. N � 11. H L 1= ,'_�c; - f t. I,II? q�Jt-r= ^ �O' ^ ��. !\��G���� '0' OCT 0 � 201� CITY OF ORONO ' p _ ', - , � , -- ', . ' ��"'' .. , _''�„`,.,e-�.-_-•-Ze.•-7 - �. �� - , ,� � � „ - .� _ - __- - � ' . _ ,- ' .._ -_'_- _ _ _,_`_ _ ___ _ ,. ' � +� " �� „ _ � - _ !�,(, -� �- '/. � " . A ,�). �• f�' � '�1A' --� - . �_ ' ' '� i �; ��W rv�,- - y;'� �{ �'n� +�� � �� �! �' � ' � _ � � . �� . �� �'' � - , �� � ��,� , ,���`�,, m � - � ��' `'�',: , -°'�� � �, ��. �: �; �� t� :� ' ;��'. `;�� ,�1' -�m ;�.°' -;�„�;>�?'� . . ��';�; _ : . .�,m ' ` , � � tti ,, -w' �', . ,� �.� j�i, ;��,. �� �f, ,��, . ;N+` *�', ,.;:� �� , , � . _ e� �" �.�;� �"'' ;�,�'t":' :�:�'��- �� �: ,���< • �;:. �mr; t_- �,� , Q: � ,�. � '" � �� � � �Q �.,�,,;, 9►�..�t����G '�i►, , .' 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'�;.� ,;� ..�� p�., �, E ; f �' �c''i', - '� '�!!Ei;.-� ��,`,am ,�: = W -� �;� r � � , . �, , _ . ,,'�_ _ ; _ - _ :o,'�" � � g m, ;e,. � �� ' - _ �- I �' i' - _ Y � ' �f ' 1� - - , , � � , " . , �''�� ,- _ � _ _�' _ ' • _ � C _ ;�,; `f�.;�� . '3- •; �:�',�4 ,tR; t'�' � �� p"�, ;Z . f' ` � �'�` .m'.' ;A: � 5. �_ � ; , .;�' ��: .����:,� :�, �'� �� . „ �; o _ , � �. � � � _ -�� �. . _�. ,��° . , :�;,.�" .�.�,� ��.��..� , .o,� � ��:Q. _` , " - -_ ; , _ , _ . ' � , - .� � E`:: - = ,� . ' � � � ,. _ , � � � � D 1 � � � LI 1�i �C � j , P�int F,o'r�n - � � JUL 2� 2015 WATER RESOURCE PERNIIT APPLICA i�T FORM Use this form to notify/apply to the M'innehaha Creek Watershed District(MCWD)of a se pro�ec•or wor c w ch may fa11 within their j�isdiction.Fill out this form completaly and submit with your sita plan,maps,etc.to the MCWD at: 153201Vrnnebonka.Blvd.Niinnetoaka,MN 55345. Reep a copy for your records. YOU NiLTST OBTAIN ALL RE UIl2ED AUTHORIZATIONS BEFORE BEGIlVNING WORK. 1.Name of each properiy owner: �t�if�.�+lf �O� Ma.iling Address: ��� Gp�//d, City: O/ZD/�O Sta.te: �Zip:;��'/t� Email Address: Phone:�,,r2 o ZJ�, Z�� Fax: 2.Properiy Owner Representative Information(not required)(licensed contractor,azchitect,engineer,etc...) Business Name: Representative Name: � Business Address: City: State: Zip: Email Address: Phone: Fax: 3.Project Address: fJr..,OG'/1. /t/�/` City: �'ct1/✓� Sta.te:,� Zip:�Qtr Sectio�n(s)• SecJ�on(s): Township(s): Range(s): Lot:�Block:�_Subdivision: f�rd/�/��iL PID: p�–//7–Z.�--�/ �t��ic�i 4. Size of project pazcel(squaze feet or acres): /Zr�Ci� � �t� ��9��p� _ � �t"=� ' � Area of disturbaace(square feet): jZ� Volume of excavation/fill(cubic yazds): /�//� � Area of exisbing impervious surface: Z„q�� Area of proposed impervious surface: � Length of shoreline affected(feet): Waterbody(&bay if applicable): � –/1l�i' /?.� 5.Type of permit being applied for(Check all that apply): �EROSION CONTROL ❑ WATERBODY CROSSINGS/STRUCTURES �'FLOODPLAIN ALTERATION ❑ STORMWATER MANAGEMENT ❑ WETLAND PROTECTIQN ❑ APPROPRIATIONS ❑ DREDGING 0 ILLICTT IIISCHARGE ❑ SHORELINE/STREAMBANK 3TABILIZATION 6.Project purpose (Check a11 that apply): �SINGLE FAMII.Y HOME ❑ MULTI FANIII.Y RESIDEAiTTAi,(apartments) ❑ ROAD CONSTRUCTION ❑ COMMLRCIAI,or.INSTITUTIONAL p iTTII,TTIEs ❑ SUBDIVISIONS(include number of lots) ❑ DREDGING ❑ LANDSCAPING(pools,berms,etc.) ❑ SHORELIlVE/STREAMBANK STABILIZATION ❑ OTI�R(DESCRIBE): . 7.NPDES/SDS General5tormwater Permit Number(if applicable): 8.Waterbody receiving runofffrom site: ,tr �8a�,°� - �/.a/� 9.Project Timeline: Start Date: � �t�/S Completion Date: ` Z�/(o Permits have b�n applied for:City�County �MN Pollution Control Agency �DNR �COE � Permits hava been received: City County—�MN Pollution Control Agency—�DNR—�COE� , By signing below,I hereby request a permit to au�horize the activities described herein.I certify that I am familiar with MCR/D Rules and that the proposed activity will be conducted'm compliance with these Rules.I am familiar with the informa.tion contained in this application and,to the best of my lmowledge and belie�all infom�ation is true,complete and accurate. I undetstand that proceeding with work before all required suthoriza.tions aze obtainad may be subject to federal,state and/or local administraxive,civil and/or criminal penalties. � .5��.�� Z��v� �c��� Signatune of Each Properly Owner Date Revised 7/l5/13 Page 1 of l r l� � Erosion Control Supplemental Information Final Stabilization will be provided with(seed,sod,etc): .,.�C� . and 6 inches of topsoil will be ad.ded/replaced prior to final stabilization. Concrete Washout:Location of concrete washout �Off site m Indicated on site plans _Other(description): ,�Contained on truck: Vegetation:Protective fencing will be installed as necessary so as to exclude all fill and equipment from the drip line or critical root zone,whichever is gre,a.ter,of all vegeta.tion to be retained. �Yes _Not Applicable Other(description): Inspections:An erosion control inspection plan is required for all projects disturbin.g'/4 acre or greater.The inspection requirements are as follows: 1) The individual tdent�4ed as beirag responrible for impdementtng the erosaon comrod plcrn must routinedy irrspect the co�structlon site once every seven days dduring active core�uction and within 24 hours after a rairif'ald eve�et g'reater than 0.5 inches dn 24 hours. Z) Add it�spectdons and ma�rtenance conducted during co�ctior�must be recorded in � writdng c�td these records must be retained w8th the erosion cor�trol pdara and rveade � available at the Distrzct's request wdthan 24 hours Records of each irrspection and matntenance actdvity shall tnclude: t Date c�d tdme of�spections; ii. Name ofperson conducting inspectdons; � ii� FBnc�irrgs of dnspecHons, including recommendations for corrective actiortis; iv. Corrective actiorrs taken(includirrg d�es,times and party completing naai�ttenance activities);and x Date and mnm�at of ald ruinfald events greater than 0.5 i�tches in 24 hours. Provida the following information for the primary individual responsible for implementing tha erosion conlrol plan: Name 1�'al.�lA.�j /�2L�'L����a� Organiza.tion Phone �o/Z.�� ��� Alternabe Phone �• 9�- ���� � i�/�.Cg�ic�. �3���'G��. �y - I certify that I am famili�r with the requirements of the MCWD Erosion Control Rale and that the proposed activ�lty will be condncted in compliance with tLis rale. �L��r�/�/� Z f1 i Z�/o$,� ` - Signature of Applicant or Authorized Agent Date . .l�l �� Z�15 c Call 48 Hours before dtgging SITE PLAI�i GOPHER STATE ONE CALL Twin Citi� Area 651-454-0002 � � j N. Toll Free 1-500-2 -1166 � — — — — — � o s o � �� �� � i i � i i i � ( � ,� —' —' —' — — — -�}�' _. o�o�s�wu�oaAtrr utor� I 1 I I I � � p 1'�,y�ti . t , - - - ._ p I j I 1 I � �� \ � A.'� !? ,�+ � DENOiES SET 1/Y X 18'REBAR '�aa.`_ a p � 1 'I,,,����\� \ �i ' a�� � � � 8 I �k � 441'IH PLASTIC CAP 'PLS 2S10S' �� �I p � �� h "'� �� � �� -----' i�j' � � � � I 1 � \\ '� � DENOiES BOUNDARY LUIE � � p I� i�t`� �� � � / � � � 1 I � / — —DENOiES LOT LINE ��I 0 �� � .�_ `� 1B � �� ��� � .� P r r i � i ----- oao�s s�reaac ur� � a_�Il p �-:�.--'ti � �'_- - ---- H� � .> � � / I �'�'V� � -i, � � / i I 1 / � � �-999-�DENOIES DOS7ING f�NTaIR UNE v- I ��`���,`�'�� �,\ ° � � % i�. ! � � � xe99.ee DENOTES DOSiING SPOT ElEVA710N �t� _- P� � � �� �� '�, �� , �'''i ,� ,"� �4 ��k a� Q o�wohs coNc�sur�nc� s� -__ _ � p } �-- o�o�s owuNnc�Fl.ow � �,.\ � � i � i �, _ �� . �`p, � �-.�--- � � i �y, � � ��•`��"��_'N28'01'15'E 229. �pp��Y� _ �`-- � �M� j� 1 FFE DENOiES FlMSH FLOOR ELEVATION �� P ' i Lt� � DENOiES�qDUOUS 1REE Ri�v / �\ `� ---- - _ r-�-'�''�+a-�� 18.pp'� ; —o DENOTES k1�FENCE � __ a o DENOIES t�FENCE a / �--- �=-- ` ast.a� � � � � �,ac aR muoM a. �+I,j ` �\�\ \ � � 1 � � qy�,y��.s cr.v�. —OE—DENOiES OVERHEAD ELEC7RIC � 1/ F.�. a^ � � DEN07E5 ELEC7RIC POWER POLE �� � r � !�� 400 M�`qy�A �.e ax � � � � E— DENOTES GUY AMCHOR p'°;�� j � � ��'� � I � � DENOTES MANHOI.E ��z j -- �� � � I I 1 2o DFNOIES F�TAIMNG WALL r`�I � �--- --- -- • . � � rp 75 I I 1 � -0E3pEl OFNOIES 9LT FENCE �,k� ��i- ,g e5d � I I � [� DENOIES RROPO�D qiADE _D � tas7-.�� �i�� ,�ye � 's�o` °� I t 7.0 ��-DEN07ES PROPOSED COIJTOUR y� 57.3 LF� QY. � SWALE�C710N Cc1 � ,.� � �s2e'rn'�s'w az2� � .s —► ,.� (rwr ro sca.� �4 I i ` _� ff WS:1.8�C.Y. 00� � ta�—��� � I�` �� � f�N� �� �� i)��'� 404 �y�° / k�/ $ ; ' 14 ���� 6RDINARY HIGbI� � �d I WATER LJNF,.� s2s.a � HUILDING SETHACKS I p u�_:i..�. .I� � Z6NWG: LR-1C= ONE-FAMILY LAKE510RE �y�'„ � � — —k— _ _ _ — % HOUSE: 9DE T 10 FT� Ia I� --- —. — —. — %k�'� , REAR(OHlln = 75 Ff � REFERENCE BENCHMARK e�vAnoN = a3�,zs ��n�nwinaE � 73 RIY AT 1392 BALDUR PARK RD. v� � LEGAL DESCRIPTION Lot 15, Blxlt 1. BALDUR PARK, 1 ' D ���� M� H�nepin County, Alhmesoto � `r' D AUG 1 61015 HARDCOVER D�SIING INPERVI�JS SURFACES 3.292 SQ. FT. PROPOSED IMPERVIOUS SURFACES 3,700 Sp. FT. � TOTAL LOT AREA 72,308 S0. FT, �� OUS7ING HARDCOVER 27 A PR�OSED HAROCOVER 25 % r n �riv� � m wu ce�aoi er �DB�8 St�YErW� ��twr ax�r nur n�a��re v�v,am er�re m uua w osm asm�oet ereo w�,em aha.�eeu..ew ssaae �um nur i�r n anr uo�wm amYaran w�a n�ws�ve an�a ar im�sou JDB NAME: 31EYE E1110iT F�LLD YNDW(mRE: 02/79/1� ORANN BY: FP PROJECT NO.: 12-118 ��5 omrE,vaa�sae-xe�o�u,nea�s.s-zeo, '[iid S:>r«� o�� eflor�e � � �neaa:w��e.�..om wees�r�ar��i�.� a�.me a�a�s�.a,m �nna�t: ��oo eu�e vuac im. �10 eome w: ms-�o o�aeo �m as�s� �er:vs �r Na�aF� 0 C�RTIFICATE OF' SURVEY GOPHERH STATEf ONEi CALL � Twin Ctties Area 651-454-OOU2 T� MN. Toll Free 1-800-252-1166 \ vll i j � 1 1 i i - - - - - - - - ^�'''l- - _ - - - o w eo 1 � � 1 l I I y,ti`� i �I I I � 1 1 1 1 k S{ � p� � i I 1 � 4�C � �'' i � � � I I} �I I I �'��1 R � �� � � � satF ua �i gi i i . � :Y'� �� �i � � � i � � i �� t i.��`�'� � � ` i � ; � i � � i v�� � ��` `. ` � ��` 18 �� � � �,s( : � i � � � �� \ `�` `,��� �` � � , % i i � � � LEGEND p "`l � � "�{ i I"�`� �A ♦ � 1 1 \ ��� / ,tq � 1 � 1 • DENOIES FOUND PROPER7Y IR�1 s�o '���� ���L�� �� __ �w � i ; :j �NDdE�ONK�'i�k � o aao�s sEr t/Y x te-�enR , , �_ ���`� � • – °'�' . --,{�'PH ARM�'�� i a� v�nsnc caP'�s zs�os• –– ` �.. ���Nzsro�'ts`e 22s. � •---' oao�s souNnaer uun� � � zau• , �Y'�s� -- a'I y l X�E�` � � � �t�'---- - - i--�"��.'�m-� 19.� ' I � Y'--- --� �� >e�y,e9 i �, � i \ � 11 ----- QENOIES IAT WdE eat. --------------- a DEWOTES�tBAqC LIIdE � 1� I i-999.9-�DEIdOTES DOS7ING CONTOUR LINE '►`�.n � 7.at-� + g�aes ----� �j i � � I� I f— DENOTES DRAINA(�FLOW �i�� ''�,� ' ' � �wo� o[ac �f o i I � —o—DENOIES(�1AWLWK FFNt� �'� , � l. • o e'f ad i�� o I� I —>—DENO7ES SAMTARY SEWER ��� 4 �` �u.o ..� LS�e� ' Q yy� � I 20 �E—DEN07ES OVERHEAD ELECIRIC �. �I z r � �s.s�—1� � `�-� � I I � �Q, DENOTES ELECiPo Y POWER POLE ---------- �... _ `��\` 75 ��`------�rt- _ �e �� j S DENOiES SAMTAR MANHOLE �� Y� t&48c� �+ �a p ------�.- -^�6C�� ad I� 1.0 $ DENOIES DEqDUOUS 7REE `�' " '� �°� �''��` a i� � o�o�s�cnac ec� W m �' �� ; s2s�m',s•w 22z.�apee�a� , � � o�o�s cas va�ve ��d I ,, �' ,�, � ,ao�i � oao�s cns e��mt 3b , ,aaa=�' -�,oas � � � o oEHoiEs wa�eox �I . v�v�. .�,\ / FFE DENOIES FlM91 FLOOR ELEVAiION ,; U.• ,u �reoa ,�° � }� � (�) oEniohs e�a�o oisraac� � oasm+o xwg � ORDINAR�HIGH � (p) DEN0IES PLATiED DISTANCE WAIER NE= 929.4 � m r.� .�� 1 Q DEN07ES diAVEL DRIVEWAY a aia ::: ~ � � l.� _ .�� � k�+v �_ � �,t�+" � / — — — — — _. _ _ _ _ _ �_,�.,� LEGAL DESCI2IPTION a I — Lot 15, Block 1, BALDUR PARK, Hannep(n County, Minneaota � vi - - - �I 13 NOTES v o I m 1.TF�80.313 OF THE BF31WN6 SY37EAA IS AS�1N�D. $ 2 NO SPECIflO SOa MVE3776ATION HA3 BEEN COMM�LETED CO LETED �I D L4��� m L5 D 3.MO TIiLE WFORA9HT{ON WAS PR01/IDED FOR 7HIS SURVEY.THIS U SURVEY DOES NOT PURPORT TO 3HOW ALL E�NTS OF RE(bRD. 4.D09T1N0 U'fILITIE8 APm SERVIL'ES�iOWN HQtEON OWNER LOCATED AU G 1 0 2015 emmz�rsicnur ow n�or:ourro�mmio n�surev�r ors�oen E7�IWB RECOR�MADE AVAILABLE TO lJ8 OR BY�3IDO�T 7E3'f1MONY.OTHER UTiLR1E8 AND 3ERVICES bfAY BE PRESENT. BUII�ING SETBACKS HARDCOVER REFERENCE BENCHMARK �noNnrro�ocnnowoFUTam�sa�ms�rmc�ssHanoee osraau�eoa�,r�own�u oF�cmrE urwr�s sr coNrncTwo ZONING: LR-1C= �IE-FAIdILY LAKE910RE D�STING IMPERVIWS SURFACES ELEVAiION = 931.78 �SEWER NANHOLE GOpHERBTpiEONECALLAT(B51)464m02PR10RTOANY6ESIGN, HWSE: FROIdT� 30 Ff TOTAL LOT AREA 12,308 SQ• Ff- RIM AT 1392 BALDUR PARK RD. pLqNt�IppRIXCAVATION. �DE�10 F'f ElOSiING HARDCOVER 26.7% REqR(�iY� = 75 FT � n e�re��aammres en +an w�s ars�aa� er _.--, Exc�o D�rt&Su�nrfru�s ��•�'••,w�.,�s.�...��v�n e.�m u�a rr m�r�n�. aoe wu�: srEVE tutorr Fmu�o�m on�re: oz/�e/is wravrw av: Q+ aRo,�cr rio.: �z-�ie -- aaeo wrmwo e�eanuw,eai ssate �nur��u�uar um+�wn eaNera umm nE u+a a ne saic� ? osvr�nest sesas�riw nes�ses-zem 'JP,ttd Swra,.eR m,� s�ena �orn�u: �+m eanua vane eo. rmo eorne No.: �-+o �er:vs s+�r wa i �t � ¢++an=hdeeadsmo.mm wceaTee htt�/�ds�.� vuoom�s�msa�s.Mo.�fas �Ot�ro �w Bs�t t , � . .�o�. � C ITY OF ORONO ,�, Street Address: I Mailing Address: I Telephone(952)249-4600 "��, ti� 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616 l,q �,�' Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us kESHO� October 1,2015 PeterKeosya ES Homes, LLC 7068 Springhill Circle Eden Prairie, MN 55346 Re: Building Permit Application#2015-01193 1400 Baldur Park Road On September 17, 2015 the City received a building permit application for new single family home. Staff conducted a preliminary review based on the information provided and recommends the following items be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Certificate of Survey. A survey dated 8-5-2015 was submitted. Planning and zoning staff have reviewed the survey and noted the following items need to be changed or updated. (Please note our engineer has not reviewed the survey so additional comments may be forthcoming): a. Please label the survey to match the hardcover calculation key[see below Item 3(b)]. b. A patio is noted on the hardcover calculation sheet, but is not shown on the survey. Please clarify. c. A 100 sf credit for a pervious paver system is shown on the hardcover calculation worksheet. Please identify where the area of the pervious paver system and provide a cross-section detail. d. Remove the swale cross-section from the lake yard area of the survey and place in a different part on the page. e. Show the location of the air conditioner pad. f. Survey needs to show the top of foundation (TOF) elevation along with the point or spot where the TOF is referenced on the perimeter of the foundation. We expect this reference point to be consistent with the TOF shown on the foundation as-built survey. g. Show the average lakeshore setback line. h. Show the location of the silt fence and/or other erosion control measures. i. Show the location of the well. Please provide two copies of an updated, full size certificate of survey which meets all of the City's sunrey standards(enclosed)so we can continue our review. 2. Landscape Plan. Prior to the issuance of the building permit a landscape plan must be submitted showing all the proposed exterior/landscaping improvements,i.e.patios,grading,sidewalks,retaining walls,etc. The plan should include the name of the individual performing the work. The landscape plan should match what is shown on the survey. 3. Hardcover Calculations. The property is located in Tier 1 of the Stormwater Quality Overlay District. Hardcover calculations were provided,however it appears the caiculations were not prepared correctly,see below. a. The hardcover calculation total is shown at 25%, but the square footages provided actually results in 25.18%-25.20% hardcover,depending on the rounding used. Please adjust the proposed hardcover to be no more than 25% or 3,077 square feet. Make sure any changes made to the hardcover accurately are reflected on the survey. b. Please provide a hardcover survey or site plan which corresponds to the hardcover calculation worksheet letter keys(A through Z). t � � October 1,2015 1400 Baldur Park Road Page 2 of Z c. Please add the proposed retaining wall hardcover to the calculations. The wall is not within the 75' setback therefore you can exclude the square footage on the "excludable hardcove►" portion of the worksheet. Enclosed is a copy of the hardcover information packet. 4. Building Height. According to our review,the defined height of the proposed structure is calculated to be 31.1 feet where a defined maximum height of 30 feet is permitted. Please adjust the height to meet the City's requirements. 5. Half-Story. The plans indicate the use of a truss system in an attempt to meet the no-more-than-60%- exceeding-five-foot-height condition of the Code. It does not meet the condition for a half-story because the interior height is measured from the floor to the rafters,not from the floor to some point on a truss that might be,a significant distance below the rafters. A truss cannot be considered as a rafter. The plans must be revised to meet the half-story definition. One option to consider is lowering the overall pitch of the roof over the proposed 3�d level storage space such that the 5-foot requirement can be met. 6. Resolution. Please have the property owner make arrangements to sign the original resolution at the City of Orono offices. We are open Monday through Friday from 8 am to 4:30 pm. The property owner should bring along a driver's license or another form of identification for his signature to be notarized. The above information is required in order for the plan review to continue. Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO '`�ly p�`'' Christine Mattson Planning Assistant c Peter Keosya via email Bill Brueggeman via email Engineering Design&Surveying via email Steve Elliot via email Roger Peitso,Building Official enclosures � N . Melanie Curtis From: Melanie Curtis Sent: Monday, October 12, 2015 6:13 PM To: 'pgkeosya@gmail.com' Cc: Christine Mattson; 62 Residential; 'Steve Elliott; 'EDS' Subject: FVV: 1400 Baldur Park Road/#2015-01193 Attachments: Survey Requirements-August 2015.pdf Peter Our engineer has reviewed the revised survey and has the following comments: 1. The survey list two area of cut in the flood plain of 1.6 CY but only one fill of 1.6 CY. There should only be one cut area. 2. Elevations of Foundation at each transition should be depicted (Survey Standard #23) Please make the appropriate changes or adjustments and resubmit. Additionally, the revised building plans are being reviewed. Thank you! Melanie Curtis, Planner Direct 952.249.4627 Planning &Zoning Office 952.249.4620 2750 Kelley Parkway, Orono, MN 55356 Email: mcurtis(a�ci.orono.mn.us Website: www.ci.orono.mn.us 1 � t . ORONO CODE EXCERPTS - SEC. 78-1 DEFINITIONS -REGARDING BUILD/NG HEIGHT Basement means that portion of a building that is partly or completely below the existing ground level.A basement shall be considered as a story for purposes of determining the number of stories in a building,when the finished surFace of the floor above the basement is more than six feet above the existing ground level for more than 50 percent of the basement's perimeter.The perimeter of the basement does not include portions of the house or garage that do not have a lower level but are merely"unexcavated".Artificially raising the grade adjacent to the foundation of a structure(by filling or by a combination of filling and retaining walls) above the surrounding natural terrain shall not be allowed as a method for converting a defined story to a defined basement, regardless of any other benefits to the property of such action. Finished grade that increases more than one foot from existing ground level shall be considered as artificially raising the grade. However, artificially raising the grade when such action merely restores a previously excavated site to its original natural grade may used as a method for converting a defined story to a defined basement. Basement, walkout, means a basement having an entrance at grade level. Building height means the vertical distance between the highest adjoining ground level at the building or ten feet above the lowest ground level,whichever is lower, and the top of the comice of a flat roof, or the deck line of a mansard roof, or the uppermost point on a round or other arch-type roof, or the median height of the highest gable of a pitched or hipped roof. Topographic changes which elevate the adjoining ground level above the existing terrain shall not be considered in determining building height. For a pitched or hipped roof situation, regardless whether the highest living space in a building is a half-story or full story, if the highest living space contains windows (excluding skylights)the upper measuring point for defining building height shall be the median height of the top of the highest window and the highest peak of the roof. Existing ground leve/means the elevation of the grade at the base of an existing stnacture, measured at points abutting the foundation wall, or the existing grade of a vacant lot. , '� Half story means the uppermost floor of a building in which (i)the intersection of the exterior wall and the roof is not more than three feet above the floor elevation, and (ii) not more than 60 percent of the floor area within the exterior walls of the uppermost floor exceeds five feet in height as measured from the floor to the rafters. Floors exceeding these parameters shall be deemed a full story. Story means that portion of a building included between the upper surface of a floor and the upper surface of the floor or roof next above. It is measured as the vertical distance from top to top of two successive tiers of beams or finished floor surfaces and, for the topmost story, from the top of the floor finish to the top of the ceiling joists or,where there is not a ceiling, to the top of the roof rafters.A story that meets the definition of a"basemenY'shall be considered as a basement and not as a story for purposes of determining the number of stories in a building. 4 r I I � � . J � I � 1 0 6 ^ ) ♦ • � I I - - - - --, F � la � „ -P .. _ _ ' , � \ r:�, i ' � r .x . <st �x . , i ' � i . . ',<< . : F � �, t' F ` � E . k r 7; � � j . . • _, I { � b � I I � t � a Building height means the vertical distance befinreen the highest adjoining ground level at the building or ten feet above the lowest ground level, whichever is lower, and the top of the cornice of a flat roof, or the deck line of a mansard roof, or the uppermost point on a round or other arch-type roof, or the m ,����,height of the highest gable of a �itched or hipped r . opographic'`c"�ianges�which elevate the adjoining ground level above t� existing terrain shall not be considered i��e�� -' ' �a„�dina_��i�l�t���.__r_a�ched or si ua�ion, regardless whether the highest living space in a b�uilding is a half- story or full story, if the highest living space contains windows (excluding skylights) the upper measuring point for defining building height shall be the median height of the top of the highest window and the highest peak of the roof. Story means that portion of a building included between the upper surFace of a floor and the upper surFace of the floor or roof next above. It is measured as the vertical distance from top to top of two successive tiers of beams or finished floor surfaces and, for the topmost story, from the top of the floor finish to the top of the ceiling joists or, where there is not a ceiling, to the top of the roof rafters. A story that meets the definition of a "basement" shall be considered as a basement and not as a story for purposes of determining the number of stories in a building. ' q \ � � i ; m � � � � � � � Q � �, � � (A I� � lfl r..r '� (� y � � (�p r�_t, � fl. � � e-r � 0. � � O �- . O o. � u.' �' � C� �, �u � °= ;< o, o � f D c — -� ,rt Q 6 � � � � n � � � � � � � N � � a=i � N W l� fl7 � � ^' o v rr � c � � � ru �; ' � � � °' i" � -a � o '-p `G d � � �" �p 'p '� � vi n o, �� �p p O N p � n � a 7� � � � � 303 � � � �. `fl rn < � � a�', � �- _ ,rt � cn � � °' [° � � N� Q rn o a � �. � V—�j' � Q � �'�' � fp O � � � � N � �.IrN�r e�y' � � .� � � � � ' � �� -� r�-r C C � r�r D N � � 3 r�r r�r �• � �• � p� � � r�r, ED � � � � � C rt � � . . � f �- _ �' � � � � � � m p- o m m � (n O O � � � � O � � � o� cn � [D c v ��-r v�i O � _�, �' cn � � � � 3 � � °' � � — �t � N �' rt X n � �. � fl- � � IV Q° � � m �' ^' . r,. ° o o � `° rn � `o - � n � � m� 3 n' �� � c� � (� g � o � 3� � � g o f o � o � . � m � m � � � �� �* r+ �- � � � � � � .� r(� � �., o � � � � � J� � U' � � r,�, .G � m n O � �. � , � � � r* � � �u � � -� � � � C� � a N � � � � o �� � � °1:� � � -p � �r -a � � � rn s (D .fl rr �� 3 � � � � �" •" � � [3D r�.F l0 n � � O �,..� � � O � � i � o p � � � � � � � 3 cn � � ._ r� � i� � N 3 (� � � ��. � dC„ � � C � � ��, � . � �� � � � . ; � r `Mi�lce Gaffron From: Mike Gaffron Sent: Wednesday, August 13, 2014 7:24 PM To: Soren Mattick Subject: Alness-Plans Do Not Meet Half-story Requirements Attachments: Alness half-story diagram attachments 8-13-14.pdf; Alness Stories Analysis-Aug 2014.pdf; 11x17 Set of Revised House Plans Received 8-11-14.pdf Soren — This email memo has gotten very long but I guess it needs to be. The following draft is what I would propose to immediately put into a letter or email to Alness' and their builder, surveyor and attorney: On August 1 St I met with Sta.cy Alness and Dean Johnson to review their latest building plan, at their request,to confirm they were headed in the right direction. Dean provided what he described as an incomplete plan set, still a work in progress. Their goal and intent was/is to make the upper floor of the garage wing meet the definition of a half-story. We reviewed the definition of half story. By Orono Code defuution: Half sto�y means the uppermost floor of a building in which (i)the intersection of the exterior wall and the roof is not more than three feet above the floor elevation, and (ii)not more than 60 percent of the floor area within the exterior walls of the uppermost floor exceeds five feet in height as measured from the floor to the rafters. Floors exceeding these parameters sha11 be deemed a full story. The last page of that plan set shows three cross-sections through the garage wing of the house. See Attachment A- I have labeled the cross sections"left", "middle", and"right"for easy reference. - The left cross-section is based on the original plans that clearly exceed the half story requirements because the exterior wall intersects the roof at a point approximately 8 feet above the floor, and 100% of the floor area measured from the floor to the rafters exceeds five feet in height. - The middle cross section correctly shows the exterior wall intersecting the roof at(approximately-not dimensioned) 3 feet above the floor. However, with the proposed 12/12 roof pitch,more than 60% of the floor area has a height exceeding 5 feet as measured from the floor to the rafters. In order have no more than 60% of the floor area exceeding five feet in height as measured from the floor to the rafters, it was agreed that the most likely solution was to decrease the roof pitch. We agreed that the middle cross section was clearly on the right track and needed some refinement in order to be considered as a half-story. - The right cross section proposed to use a 5-foot wall truss. It was agreed that this did not meet the requirement for a half-story,because the exterior wall intersects the roof at approximately 7 feet above the floor and 100% of the floor area has a height from floor to rafters exceeding 5 feet. i . � ���� � �'�t�pl�ans delivered to me by Dean on Monda st 11 (see Attachment B) continued to use the 12/12 pitch roof; the exterior wall intersects the=��a a p�'�proxi�nately 6.fe�t al�ovg.t�e.floor,_and therefore does not meet the first condition for a half-story. The plans also indicate the use of some sort of a truss system atop;a knee-wall, apparently in an attempt to meet the no-more-than-60%-exceeding-five-foot-height condition. If`=�,,� does not meet that second condition for a half-story because the interior height is measured from the floor to the rafters,not from the floor to some point on a truss that might be, in this case, 5-6 feet below the rafters. A truss cannot be considered as a rafter. '�---_-------�,������Q-���.��..--�.���a�.��.� ��.�.:-��;�,-��,�,.��r_,.�:�..>��.�-�_.. - �.... �;`s ',,�- _ _ - ,-�, - Attachment C is an uncluttered and simplified depiction of the requirements for a floor to be considered as a half-story. - The point at which the exterior wall intersects the roof is labeled as Point A. That point is not defined by the underside or any other part of a roof overhang. It must be defined by the extended line of the outer surface of the exterior wall and the upper surface of the roof. - The point at which the interior height is measured, is from the floor to the rafters. It is not measured to some point along the lower edge of a scissor truss or some other internal structural member that is lower than the rafters. - The area between the bottom of the rafters and the floor that has a height of more than 5 feet, cannot exceed 60%of the floor area, in order for the condition to be met. An analysis of the house wing has also been completed (see separate attachment). I have briefly reviewed the updated survey which came in yesterday(Tuesday August 12) and it shows the house wing being lowered 2.0 feet into the ground with the main floor now being at elev. 949.2'. In order to determine whether dropping it 2 feet accomplished the goal, I used an iterative process that dropped it in 1-foot increments until it reached the 50%exposed standard. My calculations indicate that the main floor would have to be lowered to elev. 948.7' in order for the lower level to be defined as a basement. The definition of building height states that "A�tificially raising the grade adjacent to the foundation of a structure (by filling or by a combination of filling and retaining walls) above the suprounding natural terrain shall not be allowed as a method for converting a defined story to a defined basement, �egardless of any other benefits to the properry of such action. Finished grade that increases more than one foot fpom existing ground level shall be considered as artificiallv raisinF the Frade."Mark Gronberg had suggested that raising the height of finished grade around the foundation by no more than one foot above the existing grade could be used as a method to make the height work if the house needed to go more than 2 feet into the ground. I agreed, and then fully expected that the grading plan would show some filling around the foundation. However,the submitted grading plan does the opposite—it excavates along the foundation to create drainage swales, and therefore doesn't accomplish anything. The other option Dean had offered was to use 18"trusses instead of 24" trusses for the main floor. The downside of that is the need for an additional step down in the interior stairway system. The house wing revisions supplied to date have not accomplished the goal of making the house wing lower level a basement. Soren — I have not completed the staff report on this, and I'm not sure whether it makes any sense to bring it back to the PC next Monday. As it stands right now, the applicants have not submitted a plan that works. Bottom Line—All of this has been submitted too late for the applicants to react to my analysis in time for Monday's PC meeting. I am not in the office Friday and tomorrow is already totally filled up with other stuff. My staff report at this point z . y � 't►u,ill �e short and sweet: 1) They haven't yet successfully addressed the stories issues. 2) They have lowered the peak height to 982' which is about 2 feet lower than the original plan, leaving the peak 3.5 feet above the Meerkins-Weiler walkout patio and 5.9 feet below their main floor deck. 3) We reject the neighbor's attorney's notion that the Alness patio is structural coverage by virtue of being adjacent to a single house wall. 4) We reject neighbor's attorney's interpretation of our bluff ordinance—the site does not contain a bluff. 5) Staff recommends that PC recommend denial of the height (number of stories) variance that is still needed. PC should make a recommendation with regards to the average setback variance— does the reduced peak height mitigate the neighbor's view issues regarding a new home extending past the average setback line? Lets discuss how we/I should proceed, given the circumstances. Could give applicants the option of removing from agenda, but may make the most sense to just go to PC as is... Uff da Mike Michael P.Gaffron Senior Planner City of Orono (Street Address)2750 Kelley Parkway (Mailing Address)P.O.Box 66,Crystal Bay,MN 55323 Phone:(952)249-4622 Fax: (952)249-4616 3 ,• � . * V � � ,._ � - � � � . } . , � � a �, , , _ � � . � , ,� � �� .,�` l -- __-_- �� _' 1 \ - - � K , , � , '� � . + , ` i 1 I . ' i ' I , 1 1 • ' ` � k� , � � � � � � I .� . . D � � r 1 � � � '� � 2� p � �` i � � � ! � . � � M 1 � < '�'� r i � � � � � � O� .... � ,� � . � � • � i • � � I � i � n � . s�' . � ;���`• . y � _ i , I � � � , • � � , � � � � ; � � 0 0 _ s, . �y �� dy a f: . t ESCROW AGREEMENT Land Use Appiication#15 3773,Demolitlon Permit#2015-01994& Building Pemnit#2015-01193 AGREEMENT made this,�day of_�G�"o�r . 2015� by and between the CITY OF ORONO,s Minnesata municipal corpora�on ("City'�and Steven Elliott("Owners°). Recitals 1. A building permit application has been filed for a land use appiicatton, demoliUon permit_and building permit located at 1400 Baldur Pa�ic Road the(°Subject Pro�rty°), legalty descn'bed as Lot 15, Block 1, Baldur Park,Hennepin Cour�ty,Minhesota. 2. Owners request the Cily to review the appGcations. 3. The City will commence its revlew of the applicatlons and incur�associated with said review only if the Ovmer establishes an escrow to ensure reimbursemer�t to the City of its r.osts. NOW THEREFORE,THE PARTIES AQREE AS FOLLOWS: � 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow qqreement,the Owners shall de�sit$2,500 witi�the City. Aq accrued interest�if any, shall be paid to the City to relmburse the C(ty for its cost in administeting the escrow acxount. 2. PURPOSE OF ESCROW.The purpose of the escrow is to guarantee reimbursement to the City for all out-af-pocket costs the City has incurred (including p�lanning� engineering, ln exc.�ss of $500� or legal consuitant reviewj or will incu� in reviewing the plan. Ellgible expenses shall be consistent with e�enses the Oumers would be responsible for under a buiiding permR applica�lon.The escrow will also guarantee reimbursement to�e City for all out-�f-pocket costs the City has incurred to assure that the work is completed in acxordance wlthh the Stormwater Poilu�lon Prevention Plan and the provisions of Orono City Code Chapter 79.The financial security may also 6e used by the City to elimtnate any hazardous condi�ons associated with the work and to repair any damage to public property or Infrastructure that is caused by the work (induding planning, engineering, or legal consultant review)associatet�with building permit�095-09993 if compliance with the approved building pem�(t is not accomplished. 3. MONTHLY BILLING. As the City receives cansuitant bills for incurred c�sts,the City will in tum s�nd a bill to the Owners. Owners shail be responsible for payment to the City wlthin 30 days of the Owners'receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the�meframe ouUined�in#:i above� shall issue a Stop Work Order un�l the Owners pay all ex�nses invoiced pursuant to�f3. The City may draw from the escrow acxoun�t withotrt further approvai of tl�e Owners to reimburse the City for eliglble expenses the City has inauRed. 5, CLOSIN�3 ESCI�OW. The Balanc�on depasft in the escrow�if any�shall be retumed to the Owners when the review has been c�n'+Pleted and mitten not�icatlor�is roeceived fram the Owners reqaestlng the funds. 8, CERTIFY UNPAID CHARGE$. If the proled is abandoned by Ovmers.or(f�e eligible expenses incwrred by the CitY exc�ed the amou�in escxow,the City shall have the rigM to csrtify the unpaid balance to the subject property pursuant to Minn.Stat.§§415.01 and 366.012. CfTY: CITY OF OR NO OWNER: B � �,7�L".,�l,� ��: �Z�zf��� - p Co j to Pro ertx:_,Own'e_r�'"'�'-�O Cop�to Street Eile� ���I���,w9n :�Orlgfnalto�nnin�,w�� --- __ Call 48 Hours before digging CRADII�IC DI�AII�IAC � AI�iD � F���I � � �� �`�'��L, P�l� GOPHER STATE ONE CALL � Twin Cities Area 651-454-0002 MN. Toll Free 1-800-252-1166 LEGEND ��1 ,�� ����� - � e DENOTES FOUND PROPERTY IRON t t' i j j } � i �� kgk�q5 � d j� � -"' - 0 DENOTES SET 1/2" X 18" REBAR y� � ` 1 � � � j � .�rSr ,� ��°�'"~ �a�'e� g�� / t , 1 tx9'��� WITH PLAS7IC CAP "PLS 25105" �' ` � 3 � 60 1 � ��`, � '�� t � �3 �`� � i t � � � t DENOTES BOUNDARY LINE � � � i � � � - DENOTES LOT LINE �� o�� �� � �•���''� \� 1 `p ..-------' � � �� s 1 l � I - - � ol �� i`� i'1 � t � " '° � � `��� � j � ------ DENOTES SETBACK LINE " ' - �- =co1 p 4;, f�„� �,_� w�p l� �$ ,�Y396 1 /�' ,�a°/ ,,� i ! �f 1 j 6SCAl.E IN FEET � y� � , � • �snNc HousE � r �� � � J � �- 999 -�'DENOTES EXISTING CONTOUR LINE �}f`1�""� J �.� ��� �� �--J � � �,`��� 1 ( !� � j x999.99 DENOTES EXISTING SPOT ELEVATION / i i 1 o'11 �� �...`934 w" c� � � ,� �l ���, / /� �°�'' o�/ � �` tA Q DENOTES CONCRETE SURFACE 2 '���`4 -=-�� �°� � �, �` \` � ., � g�' �l fi �,� kq4� �- DENOTES DRAINAGE FLOW ����Q��� �o _ � � ` .. ��� � gAfl' / , , _ �+�N�E; N� � r ' FFE DENOTES FINISH FLooR ELEVATION � I ,. �.-``_ --�~`','` `:`=1� . � ---� o.�` � Y � ' _ _-'_ P3�� ARM�' �� � � DENOTES DECIDUOUS TREE V�I 13 2015 �3� � � ��. .,� �� N26'01 15 E 229.�6{T 2 �.00 P ' ' �' � t Q \ \ � � � ,�s--- �-' ;,��_ � I � o DENOTES WIRE FENCE n� v � � ��- - � ��'"°J� 19'��� , ❑ DENOTES WOOD FENCE t W I � I 1 �'-�'�----• „9�25 �'' N m 1° n �n � � ' 933.5 � CIN OF ORONO � `�'--- ---- � ' " °' a o m ; 933.0 931•yeW l -OE DENOTES OVERHEAD ELECTRIC �I °" µ � 4 , i � 1 � �Q, DENOTES ELECTRIC POWER POLE 3 0 � �,�o , 934� f 3 LEGAL DESCRIPTION � N o �. " q3t❑ I PR o� za2� ^� PROPOSm HOUSE i a��n �6 c.Y �' o ; � � E-- DENOTES GUY ANCHOR :�1 DR wpY ! � \�\ �_9�a � f g31.5 = o �� ; � � DENOTES MANHOLE Lot 15, Block 1, BALDUR PARK, (�!d' -+ � � � �_, GARAGE=933.5 _/ � �OLF.STONE Hennepin County, Minnesota ��n � ,�-��K ,� � � � i- R�, � � � �� DENOTES RETAINING WALL O�� " � `� �i �� 75.00 I ! � . � ,� � ' . ;� 34. /,,. � I � t � � �p.p-p- DEN07ES SILT FENCE � `Z .s L--- ,i_�T�^`.,�T_ : :.°. .�.•. .. '.; - ` � Q � _ ` - 33.51YJ 75 � t t i xxx•x DENOTES PROPOSED GRADE � -^•.---93�r�{�k s3zs �y�o��9�, 5 ew � ` � � �ocx.x DENOTES PROPOSED CONTOUR ��,�7 'e�� � ��- 3i,$ 9� 9��� ��3r°-- `� � DENOTES PROPOSED TOP OF FOUNDATION j `� � SW 57.3 L�;�.,6 C.Y.) � 934. � I ���°2 kg'�i� � S26'01 1 W 22 .70 8rP-..,-.. \ 931.3 � . ivv, �;; 3'�� �3�� r,AREA OF����",.s��.Y. 23- �� SEDIMENT & EROSION CONTR4L NOTES 30 0 � � 10.22�� ` ��fiyais�i i,-:% j�o�. i�''`�,. ��u � ��I�y 1.ALL EXPOSED SOIL AREA,INCLUDING TEMPORARY STOCKPILES,MUST BE ` `Q�., \� "� r.`F` �1404 �`'O,RDINAF��*•�-1`IGN �i X U 1 w�� STABILIZED AS SOON AS POSSIBLE BUT IN NO CASE LATER THAN 14 DAYS AFTER �' �" I N CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR v `'��\ ���\ �' � �� EXISIING HWSE WAji"ER LINE = 929.4 � ��� � � .,�` \ �\. �` , J /� � n ���^�.1?I" � PERMANENTLY CEASED.STABILIZE WITH TEMPORARY SEED AND STRAW MULCH � `Y,, t � � � �/�� ��w� APPLIED AT 2 TONS PER ACRES. d- ` � ,� �, 2.SILT FENCE SHALL BE INSTALLED AND AT THE LOCATIONS SHOWN ON THE PLAN / I AND AROUND ANY STOCKPILES.SILT FENCE SHALL BE INSPECTED AND MAINTINED k�3��v _ _ _k93ti��,� � � WEEKLY(AND WITHIN 24 HRS OF A 0.5"RAINFALL)UNTIL FIN.4L SEEDING AND ' -" - - - ---- ._ _ _ ` ,� � kggp�'' � ��}��� MULCHING(OR SODDING)OF LOT. w1/1 � o - - _ �✓_ 3.DUST CONTROL IS THE RESPONSIBILITY OF THE PERMIT HOLDER.THE PERMIT � � 2� LI"�I� `^� HOLDER MUST ELIMINATE DUST PROBLEMS UPON RECEIVING NOTICE FROM THE ���& � ��(� �� v� ����� '��,y �VT� 4.STREET COLEANING SHALL OCCUR DAILY OR AS NE DED. �"'��� 5.PETER KEOSYA(612.239.4317)IS RESPONSIBLE FOR THE CLEANLINESS OF THE SITE .S�B P�Sf1 8�@�A1�8t8: ��.��� '�`�h� ��'������h"�r�y"'� 1.0 �r v� � I ���(,�1�� AND THE MAINTENANCE OF THE EROSION AND SEDIMENT CONTROLS. �PPRO�, ���6'��������5��� SWA CROSSECTION 6.THE STOCKPILE LOCATION SHALL BE AT THE SOUTHEAST CORNER OF THE LOT Q APPROV��i,N REVISFC�N�(88�t10�� ��p������ (N TO SCALE) (SET BACK 20'FROM FRONT PROPERTY LINE). 7.SITE ACCESS SHALL BE VIA A ROCK CONSTRUCTION ENTRANCE AT PROPOSED D DENIED Ry BUILDIN SETBACKS DRIVEWAY.TO THE EXTENT PRACTICABLE,HEAVY EQUIPMENT AND TRUCKS SHALL ;`_ BE PROHIBITED FROM PARKING OUTSIDE OF THE GRAVEL PAD AT SITE ACCESS. ��� ���E �.�.� �- ZONING: LR 1 C = ONE-FAMILY LAKESHORE 8.AS IS PRACTICABLE, BUILDER TO MAINTAIN CONTINUOUS SILT FENCE ACROSS THE NT = 30 FT SITE ACCESS WHEN NOT IN USE. - , E = 10 FT 9.IN THE CASE OF PUMPED DISCHARGE,CONTRACTOR MUST FILTER ANY TURBID NUMBERED NOTES REAR (OHW) = 75 FT WATER THROUGH SAND AND SILT FENCE BEFORE DISCHARGING TO STREET. iNLET PROTECTION MUST BE IN PLACE. HARDCOVER REFERENCE BENCHMARK 10.EROSION AND SEDIMENT CONTROL BMPS SHOULD BE INSTALLED AND INSPECTED 1OINSTALL SILT SOCK FENCE TO START OF SOIL DISTURBING BY THE CITY PRIOR TO ANY LAND DISTURBING ACTIVITIES. THE CONTRACTOR ACTIVITIES. EXISTING IMPERVIOUS SURFACES 3,292 SQ. FT. ELEVAl10N = 931.76 � SEWER MANHOLE MUST PROVIDE A MINIMUM 24 HOUR NOTICE PRIOR TO INSPECTION. PROPOSED IMPERVIOUS SURFACES 3077 SQ. FT. RIM AT 1392 BALDUR PARK RD. Q INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PRIOR TO TOTAL LOT AREA 12,308 SQ. FT. EXISTING HARDCOVER 27 % z io oa ts nr�r Nea rsEanr�x+�rrrs 1s START OF SOIL DISTURBING ACTNITIES. PROPOSED H ARDC 0 VER 25 % 1 11/O1 13 n�r rv�r�oinrs�n+r�v�s � NO. DA7E DESCRIPTION 9Y INSTALL TEMPORARY CONCRETE WASHOUT PAD OPTIONAL. �� ,�� ENGINEERING DESIGN Hc SURVEYIPlG �HER�Y CQt71FY'IHAT IHIS SURVEY WAS PREPARm BY ME OR UNDER MY DIRECT SUPERVI90N, '�:"'^""���µw'�"' '' AND 7HAT I AM A DULY LI(�1VSm UWD SURVEYOR UNDQt 1HE LAWS OF iHE STA'TE OF MINNESOTA JOB NAME: STE�/E ELUOIT FlELD WORK DATE: 02/19/13 DRAWN BY: EP PROJECT NO.: 12-116 P` 6480 Wayzata Blvd. Minneapolis, MN 55426 5J �'` `=`I',' OPFICE: (763) 545-2804 FAX: (763� 545-2801 'l��� Jg�✓�e� oa�m: �o/os/zms LOCATION: 740o sn�uR PnRK RD. FlELD BOOK NO.• E�S-io CHECKED BY• VS SHEET N0. 1 OF 1 0 EMAII: infoC�edsmn.com WEBSITE: http://edsm�.com 1A.A61MIR SIYRIVER LS. NO. 251Q5 ORONO, MN 55391 � ' V DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTIC SCHEDULED � ' PERMIT NO. �r��� g� MP EfED ADDRESS � ' � OWNER TELEPHONE NO. CONTRACTOR � ' � DESCRIPTION lL ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ P URED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y OUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL ZRADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ RAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL Z J ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNERfCONTRACTOR TO MEET YOU:_YES_NO v�i COMMENTS: � W a � � O � � O � W � Q � 2 W � W � J d W WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE W ❑ RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CALI INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 urs in advance. 2) 249-46�� OwnerlContractor on site: Inspector. White Copyflnspector's File Canary opylSMe Notice - c- � � DATE TIME CITY OF ORONO CALLED IN /D/ INSPECTION NO IC SCHEDULED � /,Q� PERMIT NO. 5 a���co ED ADDRESS � ��r ��� OWNER TELEPHONE NO �d T.3� CONTRACT�R �. S• ��G/� � DESCRIPTION /�' "`� �� ��'�G� ���� � ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI Q EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL Q TREE REMOVAL � RADON SLAB ❑ MECHANICAL RI Z ❑ ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE Q COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP Q _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP �] F�UNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO c�.� COMMENTS: � W a j ,.� i O � � O � � W Q � � � 2 W � W � � � d W ❑WORKSATISFACTORY:PROCEED O PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WFLL REfURN ❑STOP ORDEH POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (952) 249-46�� OwnerlContractor on site: Inspector. White Copyllnspector's File Cenary CopylSfte Notiee � � ME " DATE TI CITY OF ORONO CALLED IN �d /S INSPECTION NOTIC SCHEDULED /� � PERMIT NO.°��-S ����� C PLETED ADDRESS l � �w`t-�� ���'--- � OWNER TELEPHONE NO. �''�3�— CONTRACTOR � S �- � � DESCRIPTION � �� w°"`'� � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q.`Q,POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑\FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNERICONTRACTOR TO MEEf YOU:_YES_NO c�., COMMENTS: � � �� r���- � J O � / _/ , � ! f,�J U�k�f �e� �� !�[�� T t�O O � W / �.c� '� _ � ��l`( ✓ I�Gt�YS��GG�K�+-�. Q � Z W � W � � d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O �RRECT WORK,CALL FOR REINSPECTION TEMPORARY V B FORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN .HOURS. p pHpTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-46�0 OwnerlContractor on site: � �r Inspector_ �� h--� v' White Copyllnspector's File Canary CopylSite Notiee ( i� / DATE TIME � CITY OF ORONO CALLED IN INSPECTIO��,Q�C SCHEDULED 1,� �3� PERMIT N�7v5 ` �- � COMPLETED ADDRESS ��� ��'�-"J--{ �-f��� OWNER TELEPHONE N0.��2' 23�' �311 CONTRACTOR � '' C �-o � DESCRIPTION �-�� l � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q/�pURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING yv❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP Q ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � � F��s J�t - � � O y, - . � fe�i - ,pe� e•tq�rle e��.�-,T O _ f',/Zi� � /`1,sL�QiC/.i4 UP/L`�CqG re�.t� - Q �.I�LQ.��i. ►q,��w — ` �� K C�N�.•-¢dLCts �o� /n�✓ 2 �— �,, �.,s — � Gorr�G� � 06C�- t?��./ ' W � J d W ❑ RK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � RK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOYERING PERMANENT ❑CORRECT UNSAFE CONDIT�ON WITHIN HOURS. p pH0T0 TAKEN INSPECTOR WFIL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE AGCESS. Call for the next inspection 24 h urs in advance. (g52) 249-460� OwnerlContractor on site: ����� Inspector. �-� � � White Copyflnspector's File Canary CopylSite Notice � � <� DATE TIME � CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED -����,�5 �.� PERMIT NO.�n1� C�( I Q3 COMPLETED ADDRESS I�-F OC /3� l �-1�� � (� OWNER TELEPH N�N . ��Z -��g�'���' CONTRACTOR �—��Y�'��-�� � DESCRIPTION ' J �`��C`-f��� ���-�/�L, � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL �/�(' Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING J Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ EWER HOOK-UP ❑'FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ PTIC INSTALL , � OVYNERICONTFiACTOR TO MEET YO • _NO y COMMENTS: � W � � � O ). � O � W � Q � 2 W � W � j W WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑ ORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑STOPOROER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advan 2 9-4600 OwnerlCorttractor on site: Inspector. White Copyllnspector's File Canary CopyfSite Notice . C� � C•� DATE TIME CITY OF ORONO CALLED IN -tZ�� INSPECTION NOTICE SCHEDULED � PERMIT NO. ��5 "U�t �3 COMPLEfED ADDRESS � ��� � � L�, � � v-a OWNER TELEPHONE NO. � r� Z�9"��"7 CONTRACTOR C .S. -f-��.YY�(1� i � DESCRIPTION !j �/D ( I�T� � �� � �FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL ��� Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLWG O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FpUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ TIC INSTALL 2 OWNERICONTFiACTOR TO MEEf YOU: YES_NO c�.� COMMEN,TS: � s��-� �rh.c e Kv� C o y» l+e�{ � y��c � G �Yfi� f�•+��e - /.5 �%^� ��+c� o�- L 4.�(C� �.0 J - o , _ � y�c y,E.e< ���. ..3 to ���.-��,., �� ° f �w. c - s •C.t �'«c� -� �� c o ��vl�cl� Q ���G� �4�4t�t, b�GlL�cY( ' � �` �O/•w�l �,!e�' sta.it�C�0�"� Q✓�-�c�CC�'-� W � • � Sa.G Gn�s•�«�s r�/a�� r�c«••�O�'o� S�a►G � Go I^ re �• � � - -- r'���.�g��� �.K,r�t a K �j �0 4� - , a W ❑WORKSATISFACTORY:PROCEED CJ PROJECT COMPLEfE �L f WORK 8 PROCEED ❑ ISSUE CEF�TIFICATE OF OCCUPANCY � O CORRECT WORK,CALI FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pH0T0 TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (952� 249-46�� OwnerfContractor on site: ���e � Inspector. � !/^�`� � White Copyllnspector's File Canary CopylSite Notice � I i i i � � � �,� � o . ., � __ � "` • � � ' Daily Soil Observation Notes � Project No: �.5�'— ds�b Date; r��dv^, t o�q��s Report No: � Project Name: �4DU ge�dw� �+�k � Project Location: D ReNd, �1 Gfent: R2 �s:dein�ta� Qts�,�n Temp/Weather: 4�� , G1��„�-w- Project Manager: �� ��� Tlme Arrived: Departed: ry :;,,��,a� � .�= �, ,.r�:`, °' :� ' ^;�° � � . • . n `' � �, �a � ..�, "�� .. , r, �z: , N,_ ., �. , s . ., �; Areas Observed: ❑Building Pad �House Pad ❑Roadway ❑Parking/Walks ❑Footing ❑Proof Roll ❑Other(describe): Soi)report available? � Yes ❑No Report reviewed? ❑Yes ❑No Report prepared by: �.� (y�Z'S+ Finish fioor evaluation: q� Bottom of footing elevation: q� �Z eottom of excavation elevation: Approved plans available? �Yes ❑No Specified compaction: 9�j F�n Sour�e: �rnpa r�- $AY! Qversizing appears adequate? ❑NA ❑Yes ❑No Soiis observed agree with Soils report? Yes ❑No Soils appear adequatefor design foads? QYes ❑No { Proposed project bearing capacity(ps�: Contractor notified of resufts? es ❑No Name of person notified: �d 1 �/ �I , s T" FM Was a copy of this report left on site? ❑Yes �No If so,whom was it submitted to? N� a , , � $ ` '� . � - , � f � � - - D� � Notes/Comments: p� � � � (,:.r►���.... S�.,�.�,� � Ol "f•�r d,It ��.++ � sa�1 :�k . G! 1� S.:t � d �' ! � S .. ...'/ c.wiYr` s,�G v.�.1� Performed By: ��e— (�,1ea�� Reviewed By: Date: Gt2-��9�yvz3 This is a preliminary report and is provided sofely as evidence that fleld observations and/or testing was perfortned.Observations and/or conclusions andjor recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. I � � � �� � � �Q�e � �� Z - Daily Soil Observation Notes Project Na: ��J �d�J�� _ Date: 1d E Z ! Report No: 2- Project Name: �0 UI S e ��� Bn �d u f Project Location: 6 fOl?a M R� �'�►t'k 12d Tem 55 w��d + c.l o ud Client: P,a, Rr.s: ' p/Weather: Y Y Project Manager: ..�0 G {I1) QS'r �q �`�� Time Arrived: i0�`�Q �►Yvi Departed: �� = �Q ��''1 � �y; ,,:-�n � �^- � ,g '� �;�y.-', ¢�. l� ,� � t�..�.y�.� r �y,,,.:- � t ,� �`N,,, ;� � , .. t"S f�� :.a p `�x�r��A Y 7 C Areas Ubserved: ❑Building Pad �Hause Pad Y ❑Roadway ❑Parking/Wa{ks ❑ Footing ❑Proof Roll ❑Other(describe): Soil report available? � Yes ❑No Report reviewed? �Yes ❑No Report prepared by: �-�-�� Finish floor evaluation: q 3� Bottom o#footing elevation: �3o j/Z eottom of eucavation alevation: Approved plans available?�Yes ❑No Spet�ed compac#ion: G15 Fill source: 1 W! tl (�'�" Sl►P1 Oversizing appears adequate? ❑NA ❑Yes �No Soils observed agree with Soils report? �Yes ❑No Soils appear adequate for design loads? �Yes ❑No Proposed project bearing capacity(ps�: 2�� Contractor notified of results? �Yes ❑No Name of person notified: P�.t- 9 52 _ 2(�f " ?7� l Was a copy of this report left on site? ❑Yes �No If so,whom was it submitted to? _—.► N � o u v� k S E N e 5 Y'v Q 5 F s �'3 �- � k 0 � 5 Z� i N . G � E 1 h � ¢d 1 S f"t v� e rjd� t� 1 / � 3 2 or � � G k s o� � n h e � 8 9 9 Z y Notes/Comments: �-q W Jc_.�v� g C X 0(`h+�► S o i t - a bse r-v e d el(G�►�f��`'d h . �¢c avn vn c ri d c d -1-a Pti�-- w k-�h s -�a U5 e t�t �vr►oa-F-� ck�c � �'a �tvriov C s�� 11 amatNh�— of Saf-f- c-1� frcv►� �o-f-t� b u Lk-e -E- �h e1C��v o►-I-�a� . Pa�t-- s�►�d et s r►�o o� uc.k.� w o ut I d � � d L I r U e f !- a vt d -�-o r��!-u�v� rt-�- 3 m � c�t t�k . �-o U se V�o-{- s-�-D► k e d e-�- . Performed By: JoG►n �� � 50 N Reviewed By: Date: 612 - q 79 - 35�2 This is a preliminary report and is provlded soiely as evidence that fieid observations andJor tesUng was performed.Observations andJor concfusions and/or recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. � I �I I .._,_ . ___.. _. �___ -._._.�.__..._.... I , � � � � �� � v Page 2 of 2 •. _ � " � " Additional Explanations of Daily Events , Project No: �5 - 6 5$ (a Date: �4 � 2 �5 Report No: �. Project Name: �900 gq � C,�uf�a►r k I�d Project Location: 6 rs ho M I� Ciient: �� 6a Res�ds.��,•.! Dp,ug.� Temp/Weather: 5� W +Y1 d y + d r i �-I e -T Project Manager: J�Z w e�� Time Arrived: 3 Departed: 3= �d P� �,2,,- . .: �v' 6 � px���a^° a : �: $ ` fi ��"r a?� � �a�T L � �',1 ��' ;f i ex -. x '�. `S :�" ; �t �,5��, ���,�,D'��'�'�` 't� ''�� � ..g ,� '��'�',�k�p�'s,�"�,t w.tt �. k ;k . a.a��x, .,�`rs4s. ���'as. ��, i:,,. � ��n!v:�� ���,;...,t ��� Paf t-l��w 1�� h s iv,fD �`rm e vn e a svn oo-I-1� b�c.ke�'' ca U I �►o-i- b e c , � v � r- e A nd �t-� e 30 �#- cl ti a► I Q h �h t ¢a s -{— s � d � a� h u�ln c� 2 W �► r w�. 5 ov� c ►v, -l-h c n o r�-G, si d e w Q t- ¢ r Q wt a v t w � +t� -�-ln c b a b�h�- . ___ I n�fa r t�rt Q P a-f- }�-n w k� v�s -I-�► � D C �a b� s w� 1 I e ��r -(�a r vn e -�a e v� I Ua�--c -�--hk�- -F-�c �-�-}� C 1 n. 5 W ! ` ¢ a e U q e l �c YY1 a v E A-�s o -f-a I d Pa -}- c.a�►'► � c.�f-�av� -�--e s� sc h� d r� f �c! -F� Tu e a � `� � +�'� . Performed By: ���h Ca � I Sa h Reviewed By: Date: 6i2 - �7� - 35'� 2. This is a preliminary report and is provided solely as evidence that fieid observations andJor testing was performed.Observations and/or conclusions andlor recommendation conveyed in the final report may vary from,and shall take precedence orrer,those indipted in a preliminary report. � � ! �"'� d�►.� � � _. _ -� Daily Soil Observation Notes Project No: 15-bS 8� Date: 'r� 10,�,a��f Report No: 3 Project Name: (`io0 Qd�j �,r P�k R 1 Project Location: b(to,�� � �w� Client: Qa Res�de���al De���� Temp/weather: C�`" Cl.e.s�- Rroject Manager: ��• W�f�'`�Q/ Time Arrived: y�.n Departed: �ry�, �. t s;F�°st� °r,; ��*a°'=;��`�W�w��; �p �'. ?�c ,�t�ra :s. ^�ya �-�rr�as� ����, s, ' ;=�a` �� � s. ., . , „, �, � �' z� -s� atFi� �,�. . .. . .. . . . ,.� . . . . - .� ,p., . .,. :�� .� . .: . . . . . . . . Areas Obsenred: ❑Buiiding Pad ❑House Pad ❑Roadway ❑Parking/Walks ❑Footing �Proof Roil ❑Other(describe): Soil report available? � Yes ❑No Report reviewed? �Yes ❑No Report prepared by: f,�(�T, Finish floor evaluation: c��,.� 8ottom of footing eievation: �3Q ��,Z Bottom of excavation elevation: Approved plans available? Yes ❑No specified compaction: 9s a�a Fill source: .rm e�h� �a.. d -f:'!r• Oversizing appears adequate? ❑NA �Yes ❑No Soils observed agree with Soils report? �Sles ❑No 5oils appear adequate for design ioads? Yes ❑No Proposed project bearing capac'rty tpsfl: � Q 0� Pa� Contractor notified of resu{ts? ❑Yes �No Name of person notifled: Was a copy of this ceport feft on site? QYes �No If so,whom was it submitted to? �' � 1 P N _� . ,� e -�z aa �, � ,._, M � a q * I � � ''-2 ' °► a s 2 " � q �'- 6 _ � � \ Notes/Comments: �a� � p� �,�, ,t� F,� ;,, E T : t� � �. �,�... �. ti�� � ou o � o �..� . �b: :1� h.�G w�e� �'io . so:l � ��.�. Performed By: �o�. Wcs��a� Reviewed By: Date: (�(Z-Z69-'�io2t This is a preliminary report and is provided solely as evidence ihat fieid o6servations and/or testi�g was performed.Observations and/or conclus'wns and/or recommendation conveyed in the finai report may vary from,and shail take precedence over,those indiwted in a preiiminary report. C�I �� � r r-r���►�> DATE TIME /� CITY OF ORONO CALLED IN ��� INSPECTION NOTICE SCHEDULED .:7 �i►� PERMIT NO. �i S� �1 l q 3 COMPLETED ADDRESS I �� � t c�-�.lr P � �1 OWNER TELEP NO. l�l2--2-�-�I '�� 7 CONTRACTOR S T—C DYY1�,S � DESCRIPTION �r �-m � � I�'�w �-►1'� ll� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ S IC INSTALL 2 OWNERICONTRACTOR TO MEET • YES_NO v�i COMMENTS: �l�- �-°�- iz-.�"�� � , a �� (�r�f��/� Sta��w�CC. S�Q� S�I�C�i t-n�c�• /!� � o �ra�s�o �.��D�l�� �/�- ��res5� ��i� /GF� � y( t � GL✓�r YO w ��2� �✓ /l .� O � p n 5• s�P..� � .�'K.��.�K _ W ` / Q ��y�-t�11c�1�K Cc�G�ra�' Oa� /'��ri i%ti G�'s�'Q�_ ~ �/ �d Or Q'?�lGir �d� �i � 5��.2 /�J f/ �I�-t�la��dp„� � :.�c � F'�'e !� �� Cc 11 Scs{� h/�c�• � ^ �� Q 04�'f � � �S �G GOr�C�-�(U� 4s' Cc�4¢✓ W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE ��CGARECT VYORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCV O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WFLL RETURN ❑CITATION ISSUED O STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail forthe next inspectiory�4 hours iryadvance. (g52) 249-46�0 OwnerlContractor on site: �%� e� Inspector. _��w White Copyllnspector's File Canary CopylSfte Notice �� / � TIME-J DATE CITY OF ORONO CALLED IN � INSPECTION NOTICE /� SCHEDULED - - � PERMIT NO. ��%��'✓D1�7� COMPLETED ADDRESS l �� ���-� ��-� � OWNER TELEPHONE N .���-�✓�"��'�3�? CONTRACTOR E• 5• � �� /�/� 1Y�DS � DESCRIPTION -����'��.tL��L���! � ly� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ ADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERfCONTRACTOR TO MEET YOU:_YES_NO v�i COMMENTS: W ' — a /��� � � J O o� i �� " O � W � Q � 2 W � W � J W WORK SATISFACTORY:PROCEED ❑ PROJECT COM PLETE � RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE CWERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in adv 52) 249-46�0 OwnerlContractor on site: � Inspector. `� White Copyllnspector's File Canary CopyfSite Notice - � -� ✓ DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED `� - � � PERMIT NO. �.�1 S �L��l CI3 COMPLETED ADDRESS �� �� ��� ��'1�ip r' k�" � �' OWNER TELEPHONE N . �/� -3a � �:3 � CONTRACTOR Y��'�� � DESCRIPTION �� % � ���c'�I/C'7't ly ❑ FOOTING ❑ DEMO-FINAL ❑ Sf PTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: a /� �6 G����7i16�t �l V c� o �� t�c,.Qr� � �. � ° r0 v rt��, d�G��i"��.r. �i'!/cy W � Q � 2 W � W � J d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CARRECT WORK 8�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY w O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR �At�PECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (952� 249-4600 OwnerlContractor on si�e: Inspector. ! �`"� White Copylinspector's Ffle Canary CopylSite Notice J� �� G �'.-� DATE TIME CITY OF ORONO � ` CALLED IN INSPECTION NOTICE _ �� SCHEDULED � � = �-c� PERMIT NO. .:Z l�� � COMPLETED ADDRESS � �C%�; �� (.� �c� C.��� �"� /� OWNER TELEPHONE NO.C-�(z �Z�1—�/3 (7 CONTRACTOR � � � _ . � DESCRIPTION �_�i� � `f �` � ll� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ �NSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP w ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL � OWNERfCONTRACTOR TO MEET YOU:�.YES_NO , ..----- ✓� ` _ ., � COMMENTS: •���2f�- � `� r.� f �G�`� ��� � �rz.r � , � J O 1 . /' � /W f��� �i�l s�Gc G�0 r1� �iC'�t/ � 5'�p r(L (l2 ✓1Q o r W � Q � 2 W � W � � J d W� ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE CWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR �CTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next ins 24 hours in advance. (g52) 249-46�� OwnerlContractor on site: ���r Inspector. �� � � White Copyllnspector's File Canary CopylSite Notice �� � .� �� DATE TIME CITY OF ORONO CALLED IN / /� c�.' �_ INSPECTION NOTICE scHE�u�E� ' PERMIT NO.-�/?_� G�/�J3 C ETED ADDRESS � � ��D �--�� � � i_c �' � �� � OWNER TELEPHONE NO. �-���������I.�%�� CONTRACTOR �S f-! � � DESCRIPTION �� � � / �./f'i : % �'y�-.�_ W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAI._�,, ,/ �1/"� Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADI�IG/�LLING �' Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS:. ���' - F� �� ' b -o��!` /� a �d v�C��' 3 r� /�v�l SZ`c •r/.>c�S ?J rf�l�-� 3 �. � '�/'O I ` -� 4�� d��cZ� e n �� 6� ��. Y � � -��"'� -��i✓ � y,1or� -�6i4., 6 � -�'ra� sr�� � ° 3 �i.� �i � � `< Q t r �- �:�k �� a l '�cne�r- � z � rOvtb� �ce•►� �c�, SG/U� "' c�t j✓I�f. En�i' C�c c�r+,t ��G�Ce. C' �� 4+ y,r+tttCs. � GW RK 5AT SF�TORY: EU ' C"�� ❑PRpJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ��������� ❑ ISSUE CERTIFICATE OF OCCUPANCY G.I✓Ir►•�i � ❑CORRECT WORK,CALL FOR REINSPECTI TEMPORARY � BEFORE CWERING �r nS � '�/ n, pERMANENT 's•-f� ❑CORRECT UNSAFE CONDITION WITHIN HOU � ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED �ST9P ORDER POSTED.CALL INSPECTOR �ici ZP1 TION REQUIRED.CALL TO ARRANGE ACCESS. r Call for the next inspection 24 hours in advance. (g52) 249-46�0 OwnerlContractor on site: pe�ei� Inspecto '�^� White Copyilnspector's File Canary CopylSite Notice V • . DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTIC,,€ SCHEDU�ED PERMIT NO. �.S - a���3 COMPLETED �� !� ADDRESS /� C�4�a0�sr /-�l� �� , OWNER TELEPHONE NO. CONTRACTOR �S �l0%KPf � DESCRIPTION r°�� k e� ��'►'« �'��rrS.O�a.�. ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT J NAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO � c�.� coMMENTs:� l�rov�f7.� -�oc.�t��.�c su/'v�� o� � _ o(� �ro v r4 e �cs-6�.Zf sts i�•c y o �� F���5 '� Qx���w�' -f%%��s�f�f - 3 .�lac�s - � 4FJ�a- a✓'a.r c. '�✓' 4 L¢ ave.i a �'r�r � 6at�,�y C n' s�� ��..•�.� �'!�� ��.� ��r�a.� W . Q � �� h?�c� �Si6�, '���' lrc���� �` z /�/l J��� ��s�s c�•� /az:c W � � ,�f�•� -��r��� ��� s�-64-Z�'s�►-� ����L � ❑WORKSATISFACTORY:PROCEED PROJECT COMPLEfE W ❑CORRECT VYOflK 8 PROCEED ❑ I SUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WlLL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 forthe next inspecti 24 hours in advance. (g52) 249-4600 OwnerlContractor on site: Q Inspector. ��w '�" White Copyllnspector's File Canary Copy/Site Notice C,��,fio�:�� c���t � AIR LEAKAGE TEST RESULTS � � a G,5�o � r�3 �e/'''"`. Date of Test: 7/7/2016 Test File: 1400 Batdur Park Rd Orono blower door Technician: Ruvim Project Number: Test Performed For: Peter 1400 Baldur Park Rd Orono, MN 55391 Test Results 1. Measured Leakage: 34 sq. in. (962 CFM @ 50 Pa) This leakage area represents the cumulative size of all holes and cracks in the exterior of your house through which unconditioned outside air enters your home and conditioned air escapes. 2. Est.Annual Air Change Rate: 0.04 air changeslhour(0.0 CFM/person)* 3. Est. Cost of Air Leakage $ per year* Additional Information If some of the house leakage is located in the forced air duct system, both the leakage rate and energy costs will tend to be higher than reported above. Duct leaks result in much greater air leakage because they are subjected to much higher pressures than typical house leaks. Duct leaks can also seriously degrade indoor air quality. Many factors contribute to indoor air quality including ventilation rates, sources and locations of pollutants, proper operation of combustion appliances and occupant behavior. Additional testing is needed to fully evaluate the air quality in your house. '`The estimated annual air change rate is based on ASHRAE Standard 136-93 and assumes no mechanical ventilation. Actual air change rates and costs may differ from these estimates by a factor of 2 or more. , �� DUCT LEAKAGE TEST p�r n��� .� a o�5' ����3 Date of Test: 7/7/16 Technician: Ruvim Test File: Untitled Customer: Peter Building Address: 1400 Baldur Park Rd 1400 Baldur Park Rd Orono, MN 55391 Orono, MN 55391 Phone: Fax: Test Results 1. Measured Duct Leakage: 18.6 CFM/ 3.5 sq. in. (+/-0.0%) 2. Duct Leakage as a Percent of System Airflow: 3. Duct Leakage as a Percent of Building Floor Area: 1.2 % 4. Leakage Split: Supply Side: Return Side: 5. Duct Leakage Curve: Flow Coefficient (C): 2.7 Exponent(n): 0.600 (Assumed) 6 Test Settings: Test Mode: Pressurization Test Pressure: 25.0 Pa Equipment: Series B Minneapolis Duct Blaster Test Type: Total Leakage (Duct Blaster Only) Building and System Parameters: Floor Area: 1518 sq. ft. Average Supply Operating Pressure: Pa System Airflow: Average Return Operating Pressure: Pa Supply Leakage Split: % Supply Leakage Penalty: Return Leakage Split: % Return �eakage Penalty: Percentage of Measured Leakage Connected to Outside: %(0.0 CFM) DUCT LEAKAGE TEST Page 2 Date of Test: 7/7/16 Test File: Untitled Data Points - Data Entered Manually: Duct Fan Fan Flow Fan Pressure (Pa) Pressure (Pa) (CFM) % Error Configuration 0.0 n/a 25.8 9.9 19 0.0 Ring 3 0.0 n/a Comments Duct Blast Test has been only done for the 2nd floor only. Cail 48 Hours before digging GOPHER STATE ONE CALL �'O U 1�I DA`T'I O l�i G � R7'I �' I G A�T'� Twin Cities Area 651-454-0002 MN. Toil Free 1-800-252-1166 LEGEND k • DENOTES FOUND PROPERTY IRON .�- � DENOTES SET 1/2" X 18" REBAR ��; k WITH PLASTIC CAP "PLS 25105" � �^��`;:�` DENOTES BOUNDARY LINE o 3o so � ' �� ��� DENOTES LOT LINE „� �� ���y� ; �� ��396 ------ DENOTES SETBACK LINE � EXISTING HOUSE DENOTES EXISTING CONTOUR LINE �n x999.99 DENOTES EXISTING SPOT ELEVATION � '' �' � `� LAKE 0 DENOTES CONCRETE SURFACE 2 rn s � 3p � ��IN?VTET NKA k 'F- DENOTES DRAINAGE FLOW I ;�.b��--- ��_�;o.5s FFE DENOTES FINISH FLOOR ELEVATION _ �� N26'01'15"E 229.1 `� �NOR ' ARM) � DENOTES DECIDUOUS TREE �%1� 230.00(P1 ��HEDy � Q I � � - , --' � � ��� io.4� � o DENOTES WIRE FENCE �y ��.w�:e4�.o2 � � . �� - ,, k 19.00-+, ❑ DENOTES WOOD FENCE w I� I �• '� 932.5 `9�� � w � � `d r�S � 933.5 � - RECEIVED � r--- - -__ _ o s4t,o2 � � -OE DENOTES OVERHEAD ELECTRIC N i --- m cti 933.0 931.5 BW � 934.10 _ - g�� 34 47 `II.� DENOTES ELECTRIC POWER POLE �I,� o �� �,aoo _ JUL 0 �2016 �n �y I pR OSED 2z2x � DENOTES GUY ANCHOR � N O „ WAy PROPOSED HOUSE � I DR fFE=934.0 0 DENOTES MANHOLE �I'`r " GARAGE=933.5 ,7 0 L.F.STONE I� � � ,��" � � �RET. WALL � DENOTES RETAINING WALL CITY OF ORONO 934.10 75,00 c0 � 34. � �i Z � I ,�5 � • ,, , � "= -�}p�3p DENOTES SILT FENCE L--- - O •,t __ " '��- 34. gg3,5 TW 75 ao xxx.x DENOTES PROPOSED GRADE Q I I `n k s32.s '��3.0 � 34. _ 31.5 BW � xxx.x DENOTES PROPOSED CONTOUR q`� • 933.0 �t / -_ �i ' I ` 1 5 a�� � 34.47 SW E (57.3 �.F., 1.6 C.Y.) � �kXX. DENOTES PROPOSED TOP OF FOUNDATION (Yl I ` ^ / S26'01'15"W 222.70(M&P) � _ _ 30. -- :r k / I a /% , 9 3 1.3 -� t�o x XXX.XX D E N O T E S A S-B U i L T T O P O F F O U N D A T I O N 3Io� 10.22�'� � � r� i i� i� � i N 23. 10.26 � � �i �_�i v i 4� i ` � t, �:,:`�� ,� #1404 QRDINARY HIGH--'� k LEGAL DESCRIPTION � � ExisnNc HousE WATER LINE = 929•4 � Lot 15, Block 1, BALDUR PARK, � Hennepin County, Minnesota k v � k � X NOTES a 1.THE BASIS OF THE BEARING SYSTEM IS ASSUMED. 0 2.NO SPECIFIC 501L INVESTIGATION HAS BEEN COMPLETED � 3.NO TITLE INFORMATION WAS PROVIDED FOR THIS SURVEY.THIS SURVEY DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD. � 1� 4.EXISTING UTILITIES AND SERVICES SHOWN HEREON OWNER LOCATED V o EITHER PHYSICALLY ON THE GROUND DURING THE SURVEY OR FROM � � EXISTING RECORDS MADE AVAILABLE TO US OR BY RESIDENT TESTIMONY.OTHER UTILITIES AND SERVICES MAY BE PRESENT. VERIFICATION AND LOCATION OF UTILITIES AND SERVICES SHOULD BE OBTAIN FROM THE OWNERS OF RESPECTIVE UTILITIES BY CONTACTING GOPHER STATE ONE CALL AT(651)454-0002 PRIOR TO ANY DESIGN, BUILDING SETBACKS HARDCOVER REFERENCE BENCHMARK PLANNING OR EXCAVATION. ZONING: LR-1C = ONE-FAMILY LAKESHORE EXISTING IMPERVIOUS SURFACES 3,292 SQ. FT. ELEVATION = 931.76 � SEWER MANHOLE HOUSE: FRONT = 30 FT PROPOSED I�,�PE_���,�C�i_�� `�_ ����,_�` _��; ' � `__. - RIM AT 1392 BALDUR PARK RD. SIDE = 10 FT TOTAL LOT AREA 12,308 SQ. FT. REAR (OHW) = 75 FT EXISTING HARDCOVER 27 % PROPOSED -: '�'�_''-- _;`%�-� __ � 2 70�08/15 ME£T NEW REWIREMENTS TS �] 11�01�13�MEET NEW RELY/IREMENTS EP N0. DATE OESCRIPTION BY ENGINEERING DE51GN +Sc SURVEY'�1G I HFREBY CERTIFY THAT THIS SURVEY WAS PREPARE� BY ME OR UNDER MY DIRECT SUPERVISION, E�� nrrD THAT I AM A DULY LICEN�D IAN� SURVEYOR UNUEF2 hiE LAWS OF THE STATE OF MINNESOTA. JOB NAME: STEVE ELLIOTT FlELD WORK DATE: 02/19/13 DRAWN BY: EP PROJECT NO.: 12-116 6480 Woyzoto nlvd. Minnecpaiis, b":N 5542b OFPICE: 1763) 545-2800 PAX: (763? 545-2801 DAiED: 10/OS/2015 LOCATION: 1400 BALDUR PARK RD. tMAIL: info@edsmn.:om wEB51TE: http:/ledsme.com VLADIIIIR SIVRIVER LS. N0. 25105 ORONO, MN 55391 FIELD BOOK NO.: EDS-10 CHECKED BY: VS SHEET N0. 1 OF 1 � � 141�0 �Cl�1,u;r �I I��� ;��.l.�w� +1 Vl�'� �.j-��! �� Z.piS-��itQ3 �.M �s ! . 1 • �1�� � � � �I� � � � � � � _ � � � � . � s � i - � �, � � � � � � � � � � � � � � � � - -..�. 9 �.. �-�' c.� � , �- . � � � �, � d � — � � � � � � = � � � � � _ City of Orono 40N° Hardcover Calculation Worksheet Z� G Property Address: 1LIp0 P A+-9v12 •'PoctRV—, / 017,00 D Prepared by: Date: Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1: EXISTING HARDCOVER • In the following table identify all items of existing hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Total Hardcover Item (Describe) Length x Width Survey (Square Feet) A Fl3VSE 30 * b6.25 S.F. 13 D C W-, 't x 22.7 'z 5 S.F. • C bR\N6IN ll PrNkft I tO n 1 I i • 122-2- S.F. D a3v„Lo ti Nigy uoPti.-4 /.3 x`-+3 5g S.F. E ri i, S.F. f S.F. (,3 x 5.5- 7 S.F. H I' L3 A35 y S.F. S.F. J S.F. K S.F. L S.F. M S.F. N S.F. O S.F. P S.F. Q S.F. R S.F.. S S.F. T S.F. U S.F. ✓ S.F. W S.F. X S.F. Y S.F. Z S.F. (1) Total Existin9.Hardcover X53 i S3 S.F. Excludable Hl cover(See:'City Gode,S T 4684). 1)- k = ns S.F. S.F. • S.F. S.F. (2) Total Excludable Hardcover S.F. (3) Net Existing Hardcover [Subtract line (2)from line(1)] 31793 S.F. (4) Total Lot Area 12,30t3 S.F. Existing Hardcover Percentage [(3) :-(4)} 2H;, 7 % (Proposed Hardcover next page) NOD OD (du.i ?4a1 led January8,2013 2015-0 1143 r5-sum- 1 o c1 (. ,10, Cptc4 Call 48 Hours before digging r GOPHER STATE ONE CALL Twin Cities Area 651-454-0002 AS B U I LT' cERTIFIcATE MN. Toll Free 1-800-252-1166 II I I \ I I - - - _ _ 0 30 60 II I I II 11 1 I I - - - - I I I I 1 1 1 I n� poi / I I I I 1 1 9 2') °1 / I I I SCALE IN �g t� I I \V N _ \, �°'' // I I , , A \ 01 I I P\-Q \ \ s N NI /) / / / / , / \ I \ A \ / / Veli '� '\ \� \, \\sem\9o9 \\ 16 EXISTING6 HOUSE /// �7���q3�'/ /'/ i i 11 /1 I LAKE ©J '90 \ / / / �1 \ 90 ��� ` / /' / / / �� I MINNETONKA \ \•-__,_\ ciN '`93q�s 6\� 355\� \� •38.6 TW 939.7 Tw / �° �/ % / /' I ARM) LEGEND I \ 933 \ \\ 35 5 ;I \936.8 BW 937.2 BW 9 5. /° ^�� / I I (NORTH / 30 9393 { t35.",/ BW/ °' o,/ // / / I • DENOTES FOUND PROPERTY IRON \ \ �` - i /'39'3 / 4' °� / n I 0 DENOTES SET 1/2" X 18" REBAR \ - N ___ -7 0.56/ 935.1 BW / X33.-BW„' 3 ,/ 3 ,/ / �'1 I WITH PLASTIC CAP "PLS 25105" - -\�,, \ � -N26 01'15"E 229.E 23. •,(Pj -_ 3 2 9./ 44 \ --.-ii..�� '�3>, I ;8_�� x ��� /�� x9' 9319 pp1. 1 DENOTES BOUNDARY LINE _"�1 % ,' � ,�, .93,-.7`Tw - -=f g336 TW 1 DENOTES LOT LINE a } 93?.6gW I Ji u / 2.3 BW / \ I I DENOTES SETBACK LINE • // (Tit?' WELL °~ II I i- 999 --DENOTES EXISTING CONTOUR LINE l<4 0 30 I oRitEwaY *93. 222% #1400 °TI / I DENOTES CONCRETE SURFACE d CV \ �'6$/�- 937.3 TW EXISTING HOUSE O / P-1 I, \ 933.3 BW - FFE=934.10 934.9 TW ; 8.7 / / 93as6 93o.66 0 9 GARAGE=933.80 E- DENOTES DRAINAGE FLOW 3f \9 933.6 BW,; I j '` 75,00 I 1 FFE DENOTES FINISH FLOOR ELEVATION s� ••� '=. i• I I DENOTES DECIDUOUS TREE Z 5 15 ) t.� , a, - II o - -/-931.45. \1�\__- _-�\_-_ -�'1\ i..�.' 9a3o / 932.9 �W 75 °° I -OE-DENOTES OVERHEAD ELECTRIC Q _ �- 932.1 BW co I I I t-1 I • X349, 3a 933 33 - 1 OTES ELECTRIC POWER POLE 3, 1s.s7� 9325, -�@ - y323g i' 1 I I E- DENOTES GUY ANCHOR vi- 148 _ SWALE 1(57.3 L.F., 1.6 C.Y.) 930. GLl I // S26 01'15"W 222.70(M&P) \ g _• AlI ® DENOTES MANHOLE 31 931.3 �r--Y 1,0% \ 4 g -- I '�23.•e / t I c x x DENOTES BOULDER RETAINING WALL / �"0 10.22----.":-..-- 0.22 NN '. NN X10.26 3p8 j �3p53 /j j k9g 99 DENOTES AS-BUILT SPOT ELEVATION 30 �� BLOCK ,1 ;/ I s. #1404 ORDINARY H10H \/ I ? 14 EXISTING HOUSE WATER LINE//= 929.4 I \ rn � - ' - - - NOTES o I 1.THE BASIS OF THE BEARING SYSTEM IS ASSUMED. I 0 2.NO SPECIFIC SOIL INVESTIGATION HAS BEEN COMPLETED 0 I 3.NO TITLE INFORMATION WAS PROVIDED FOR THIS SURVEY.THIS SURVEY DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD. 13 4.EXISTING UTILITIES AND SERVICES SHOWN HEREON OWNER LOCATED ro I EITHER PHYSICALLY ON THE GROUND DURING THE SURVEY OR FROM EXISTING RECCRDS MADE AVAILABLE TO US OR BY RESIDENT TESTIMONY.OTHER UTILITIES AND SERVICES MAY BE PRESENT. VERIFICATION AND LOCATION OF UTILITIES AND SERVICES SHOULD BE OBTAIN FROM THE OWNERS OF RESPECTIVE UTILITIES BY CONTACTING GOPHER STATE ONE CALL AT(651)454-0002 PRIOR TO ANY DESIGN, BUILDING SETBACKS HARDCOVER REFERENCE BENCHMARK PLANNING OR EXCAVATION. ZONING: LR-1C = ONE-FAMILY LAKESHORE EXISTING I' ELEVATION = 931.76 ® SEWER MANHOLE HOUSE: FRONT = 30 FT TOTAL LOT AREA 12,308 SQ. FT. RIM AT 1392 BALDUR PARK RD. SIDE = 10 FT EXISTING HARDCOVER REAR (OHW) = 75 FT LEGAL DESCRIPTION Lot 15, Block 1, BALDUR PARK, Hennepin County, Minnesota I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVSION, ENGINEERING DESIGN & SURVEYING AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. JOB NAME: STEVE EWOTT FIELD WORK DATE: 7/7/16 DRAWN BY: EP PROJECT NO.: 12-116 6480 Wayzata Blvd. Minneapolis, MN 55426 �//I OFFICE: (7631 545-2800 FAX: (7631 545-2801 CO ( `+'Y<<' r DATED: 9/6/2016 LOCATION: 1400 BALDUR PARK R0. 41" EMAIL: info@edsmn.com WEBSITE: bttp://edsmn.com VLADIMIR SIVRIVER L.S. NO. 25105 ORONO, MN 55391 FIELD BOOK NO.: EDS-15 CHECKED BY: VS SHEET NO. 1 OF 1 0 14W '50(ctur .I✓K- ed 2.015- mo / pt-3-$u i(H- Planning & Zoning Department Memo To: Finance Department From: Christine Mattson, Planning Assistant\1V" CC: Street File Date: December 7, 2016 G/L: 101-22205 Re: Escrow Refund Building Permit#2015-01193 pertaining to 1400 Baldur Park Road is complete. Please refund $10,000 to the property owner, Steve Elliot. The following is attached: • Original signed escrow agreement • Copy of cash register receipt showing escrow amount received Mail to: Steve Elliot 1400 Baldur Park Road Wayzata, MN 55391 w:\street files\baldur park rd\1400\escrow refund 2015-01193.docx TEMPORARY CERTIFICATE OF OCCUPANCY ESCROW AGREEMENT Building Permit#2015-01193 AGREEMENT made this + day of J Vi h n ORONO, a Minnesota municipal corporation ("City") and Steven Elliott b0 nersd between the CITY OF Recitals 1 Construction of the new residence located at 1400 Baldur Park Road the ("Subject �, . Property"), legally described as Lot 15, Block 1, Baldur Park, Minnesota in Orono, Hennepin County Minnesota, is the subject of building permit #2015-01193 has been x completed. 2. Weather conditions currently prohibit completion of exterior improvements, final grading, and vegetation establishment. An as built survey cannot be accurately conducted at this .� time. t 3. Owners request the City issue a temporary certificate of occupancy("TCO")to the Owners 3¢ # so that the Owners may occupy the new residence. r 4. The City will issue a TCO only if the Owners establish an escrow to ensure completion of exterior improvements, continuation of erosion control and submittal of an as-built survey to the City. NOW THEREFORE, THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement,the Owners shall deposit$10,000 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to assure completion of any exterior improvements, final grading, establishment of vegetation as well as guarantee reimbursement to the City for all out-of-pocket costs the City has incurred(including planning, engineering, in excess of$500, or legal consultant review) or will incur in. reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application. The escrow will also guarantee reimbursement to the City#orallaut-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work andloy damage to public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant review)associated with building permit#2015- 01193 if compliance with the approved buildingpermit is not accomplished. iHLY . A,s r City receives consultant bills for incurred costs, the City will int be responsible for payment to the City within 30 days of the W ACCOUNT. In the event that the Owners do not make '''';%:-;0.;11t:'''' .",,,,-,-.1. 1 ;,,r,T,':: ' 1.4:;1111‘eti--.1';' ':;:: ': ',-:`--;`,,-,•1 • E rr " - above, shall issue a Stop Work Order until the Owners . to easesdraw from the escrow account without further approval fr � ° '$ � �� , P' l e senses the City has incurred. „ t ` --dam, . ' dance on deposit in the escrow, if any, shall be returned to „:,,-,-,;4--1'4.11;:::;;:: .,,,„ ;',' c ; .:1,1 ' ` : '; ect are com lete. CityStaff shall review the terms of f0 'J�rol P r amine whether the requirements of the project have been h '• s$ �` , is appropriate to return the funds. Owner may also request the ''''-':'''r*k':':':'-7r;':;l;':"2::,,---;v-le,-,--% A ,' : t a released upon City Staff receiving the appropriate verification .v s'� 4 f€Ij:successfully completed. ,;1,7,,,:,--0:„.,-_,.,-,..,,,/i'-'',.;,,, '!F Page1of2 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat. §§415.01 and 366.012. 7. ACCESS TO SUBJECT PROPERTY. The Owners hereby grant to the City, its agents, employees, officers and contractors, the right to enter upon the subject property for the specific purpose of inspecting and completing any exterior improvements, final grading, establishment of vegetation and the restoration of the subject property should the Owners not complete the work by the specified dates. CITY: CITY OF ORONO OWNERS: leIts: � L� • . .,_ ........;.,..,,T, ,. „.:.,: ,;_..:„..,,,......:,....,:,..:i.,,,:.„... :;;,„.i. .,,,„.,,,,:,-_„ ,-,;- :,-..„-;„...„._ .,., ,, ‘ _,-A-vih,,IP'''''',-,- K -.. Y � � moi,�� £"F �f4 #�i � .'-._A--",:,-,7.,.. as,,, _ tatvixfov Internal Use Only: O OrigAIL inal to P Departure p � ` •�_�� � Fes .. F 3 Y Y-e �� 2 Melanie Curtis From: Steve Elliott <selliott@lifetouch.com> Sent: Thursday, July. 07, 2016 8:14 AM To: Melanie Curtis Cc: pgkeosya@gmail.com; Roger Peitso Subject: Re: Temp CO Escrow - For signature Signed escrow agreement attached. 6F lit;;;;;;;',,,:,1,- +;, � . ' ro��PORARY CERTIFICATE OF OCCUPANCY ��" " '^^ I, k`CERTIFY UNPAID CHARGES. It the praetx Is abandoned by Own.f.or if the elig�e '' ESCROW AGREEMENT ' ktwrred by the City cooed Me ameunt m escrow the Cdy shall have the debt to certify the " betiding Permit a201s1r1193 -; c balance to the subleet rx0Party Pursuant to A1mn.Stet§§415.01 and 366.012. n hada trig 7"dor C 3 rr St zoo by end Ue ween the clTr of " c T. ery an c TO SUS,/ECT PROPERTY, The Owners by went to the cky its age 31 'a Mlnneeota munippei o0t{4),do(Crtyj and Steven Elliott COwners'). }i , lees-1'h'Eand contractors,the dgh;to enter uppn the autgect property for the speetfic Durpose of tix � i3 dtMpaGuq and comyist any aderror improvements,final grading,estabAstanent or vegetatron arh 1 me Recitals "Y ,fi MM en of the,op t PtoPm1Y should iM Owners r of wmWNe the wa, by the 5050°ed tlates ''''..,1„'f',..7'- 7 01 the new reshdence tacrtetl 1490 Baldur Perk Road the{'SubJx, :'.'1'1,41„:11,1 ,R �. .d �PafY1� Y described ea t.ot 16,Block 1,Balder Park,Minnesota in Orww ,„n1 C'Y OROt40 OWNERS: ` t Hennepin County Minnesota,is the subject at v,i ding per-,'#2015-01193"as been l N -`- +y p Pti weather ee4ekhons cunehdy Prohib3 cOmOelion of e4art eceer a ly'con fine gtet thg 'c3" ,���/LfTi� 7�td vegatatbn eWbkshment M p-built aurveY cannot ba accurNNy conducted a tks k '� tone a - 34• Owe.,,Agwt the City eeue a to rip a certificate of occupancy('TC07 to the Qvalas ± ,1 SR" ''�' Be B..0rA»n may Occupy the ...len.. k.�` �, a TCO only a the Ownere ne on r.en escrow W ensure completion d �'aY SFr dondnuatbn of erosion control arc eubmdtal or en as-0uh&survey �' ` P' '' 'ys 9 � ,� NOW' AGREE AS FOLLOWS: gy `' '^ .b, 1 •SCREW FUNDS.Contempomenno rsiy unto foe eveeution of the E00,9.,k _ ��°r ,. `3' °a t Agrae,mar. - atn9 deposk 010.000 with the city AI accrued rarest,if any shall be pec m lK .�+.� - y < #y to to Coy ro ae cost In admhnlstermg the escrow acetum , _ - w ' #r t k i PUnt EecSaa fie ptr0'ce or the a.*0 ro 20510 co pkthn e t a�`i` , x e s " '�' ee o r c-mark.,- •Ody m o atan of vegetation ie vett as glnee,eee reimb-roetrent Si, 7 `�"c A,§ ^in b a - r .,ar ro C♦tytar aii ou•of.•• the Cay hes kicurtad mdwa �" .� et��:eC� ',',,4"4;i," �d`e 2; r � �r �r � qv ( rwrgbeex nsessa-cc crssoust6W, *fid ��y S OOnauttard d M renewing the plan.E psn n pensee shall"„s-towtenl with w *y a a = ,,4. �., the,. .la for''d' a tnadetg iaank sppktafion.The arrow ant eb0 w a r a .;, �: i-y r'.ram rtp4Ema 'c costs ane CAP has ncuned ro he re that the wok # "�;` :;,...,,,?.-,;-:#:'.; 'rg # ¢'te ,"'1'1:„.;;:.41,',',,,r,2.,,, Poaution Prevention Plan end the F � �`✓ ` � 79. !teased meO toe -note provim.naofOronaCay g;E yY „ � ,* t S`'f v: . �r • ba-blmpmpet5Or'n'im'Ii'Ectnetvsceueedbyme a . ,t'S k g "fir ,�i°u .,- '"tix�u r � roNew7 aswciated wdn evading p.rma-301st• ,� { � � „l '."' 4' s r`}" ti. t m ncf accamptehed= 0 h • $ revolve.coneukuri Fills � rt x „, Y 56 taponrbletor. * Y r ar?"x s�6 � t. { § MT to ata p # '.'+s ' r'"',. k ahe9ale a Fmk*'� 'w u'cer 2k '. ,5„55,,,,,.. - -5 ' ^`;.I^` ihM brrNumW - _ e� + .r' n Owfteta illus al .', : ` shy renewthe terms '',.,4,;,,...,'1. 3 agrwertera .:W _ _, "" of the pre revs wA p ' Owner may also revuest -orcin f,at °s rraceNfig me apww eyarkkaual z*, * € Thank you, Steve Elliott I Regional Sales Director I Lifetouch selliott(c�lifetouch.com 952.826.4545 o 1952.2'10.2655 c Loc .+ddtx,rscs!.Sdioc:t SYudrrra £e:rldl,a rr�iorty «,�y, r ar.�ltr•, Alititsiok X25 1�lstloer8t �". p '. 1 CITY OF ORONO �I hi 441 � 1111 * 20 1 6 - 00780 * 2750 KELLEY PARKWAY DATE ISSUED: 07/07/2016 ORONO, MN 55356- (952)249-4600 FAX: (952)249-4616 ADDRESS : 1400 BALDUR PARK RD PIN : 08-117-23-31-0001 LEGAL DESC : BALDUR PARK : LOT 015 BLOCK 001 PERMIT TYPE : ESCROW FEE-APPLICANT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-APPLICANT NOTE: THIS$7500.00 ESCROW IS TIED TO BUILDING PERMIT 2015-01193 FOR TEMPORARY CERTIFICATE OF OCCUPANCY APPLICANT ESCROW FEE-APPLICANT 7,500.00 E.S.HOMES TOTAL 7,500.00 13170 UTICA AVE Payment(s) CHECK 683 7,500.00 SAVAGE,MN 55378- (612)239-4317 Minnesota State License#:BUIL-20638592 OWNER ELLIOTT,STEVE 1400 BALDUR PARK RD WAYZATA,MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. Applicant Permitee Signature Date Issued By Signature Date ESHOMES LLC 75-7746/2919 6 8 3 ANDREY ALEKSANDROV 13170 UTICA AVE 'y""'"*► SAVAGE,MN 55378 4 4 Q DATE 07_07 Z /6, PAY TO `� �f �f THE© dF " ' 1 7So a 7 gsz��sno Vo- Y-AGER Eden Pralne,6CMN D55344 ��ss BANK MEMO TS et/C44./ £ll/1D- t ryp City of Orono 2750 Kelley Parkway Orono MN 55356 952-249-4600 Receipt No: 3.015908 Jul 7, 2016 E.S. Homes Previous Balance: .00 Permits 2016-00780 1400 Baldur 7,500.00 Park Road 101-22205 Deferred Rev-Developer Deposit Total: 7,500.00 Check Check No: 683 7,500.00 Payor: E.S. Homes Total Applied: 7,500.00 Change Tendered: .00 07/07/2016 08:20AM . BUILDING PERMIT ESCROW AGREEMENT b*- VC/in e 206 i-qq- Orono Building Permit/# �O/$-D//J3 Gm. t!- Is _ 3-113 AGREEMENT made this /7 day of 1. 1014.iU.r-!,,20/57 by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") and ...5-5cic gib aff ("Owners"). Recitals 1. A building permit application has been filed for J uplocated at / �Ba/du." KArk , aaci __ the ("Subject Property"), legally described as 2. Owners request the City to review this application which requires City approval and may require consultant legal and/or engineering review. 3. The City will commence its review of the application and incur costs associated with said review only if the Owner establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE, THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit$2,500 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering, in excess of$500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant review) associated with building permit # .. /s-i //g3 if compliance with the approved building permit is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to#3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when all requirements related to the project are complete. City Staff shall review the terms of this escrow agreement two times per year to determine whether the requirements of the project have been successfully completed and whether it is appropriate to return the funds. Owner may also request the release of the funds, and such funds shall be released upon City Staff receiving the appropriate verification that all requirements of the project have been successfully completed. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat. §§ 415.01 and 366.012. CITY: CITY OF ORONO� pI' �,�,� ) OWNER: By: 0)(lnikk) V��l1�Wl�v .'-t `7/I.S_ Its: U2 U ih- ukirri- L) Internal Use Only: 0 Original to Finance Department 0 Copy to Street File Packet Last Updated: August 2015 Page 23 STEVE R ELLIOTT 06/08 7235 1400 BALDUR PARK ROAD 17-1/910215 ORONO,MN 55391 ���Zl�� 2654917257 Date Ordetro of e C 14 orc-(►C)re.,6,0 '�$ roo/ )ttan D'e'!�'' KJ�1 i(l✓S and el koo Dollars 8 n'„, Wells Fa Bank,NA I () weNsflrspAOm For 112'SeentlV‘" la 07 235 BLUE SHEFFIELD^ City of Orono 2750 Kelley Parkway 852_249-4600 Orono MN 55356 Receipt No: 3.014237 Sep 17, 2015 Steve Elliott Previous Balance: .00 Permits 1,800.00 2015-01193 1400 Baldur Park Rd 101-22205 Deferred Rev-Developer Deposit 1 Total: _-____ _800 00 Check 1,800.00 Check No: 7235 Payor: Steve Elliott 1 800.00 Total Applied: - ________ .00 Change Tendered: _______________ 09/17/2015 10:57AM CITY OF ORONO 111 11 I 1 1111''11 1 1 1 1 2750 KELLEY PARKWAY * 2 1 5 - P: 1 1 5 DATE ISSUED: 09/17/22 015 ORONO, MN 55356- (952) 249-4600 FAX: (952)249-4616 ADDRESS : 1400 BALDUR PARK RD PIN : 08-117-23-31-0001 LEGAL DESC : BALDUR PARK : LOT 015 BLOCK 001 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: THIS$1800 ESCROW IS TIED TO BUILDING PERMIT 2015-01193 APPLICANT ESCROW FEE-BUILDING 1,800.00 TOTAL 1,800.00 ELLIOTT, STEVE Payment(s) 1400 BALDUR PARK RD CHECK 7235 1,800.00 WAYZATA,MN 55391- OWNER ELLIOTT, STEVE 1400 BALDUR PARK RD WAYZATA,MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. Applicant Permitee Signature Date Issued By Signature Date LAND USE APPLICATION ESCROW AGREEMENT Application # /.� - 3 775 AGREEMENT made this 20+ day of J vl� 20 14—, by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") and 34- vi i 1�,It-i{-- [a corporation-optional] ("Owners"). Recitals 1. Owners have filed Zoning Application# /5- - 3773 formally requesting the City to review plans for a A e-' i1�o r b;-ir`IcX located at the property addressed: 11-00 13Ald'vr Par1� Ro&.c9 , Drir o i 1J SS 39) (the "Subject Property") legally described as 2. Owners request the City to review said plans which requires City approval and may require consulting legal and/or engineering review. 3. The City is willing to commence its review of the application and incur costs associated with said review only if the Owners establish an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FINDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit $ 7i).'.3 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering, or legal consultant review) or will incur in meeting with the Owners, reviewing the plans, and preparing agenda packet material for City Council review of application # /Jr - 3 773 . Eligible expenses shall be consistent with expenses the Owners would be responsible for under a land use application. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall cease all reviews until the Owners pay all expenses invoiced pursuant to #3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when all requirements related to the project are complete. City Staff shall review the terms of this escrow agreement two times per year to determine whether the requirements of the project have been successfully completed and whether it is appropriate to return the funds. Owner may also request the release of the funds, • and such funds shall be released upon City Staff receiving the appropriate verification that all requirements of the project have been successfully completed. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat. §§415.01 and 366.012. CITY: CITY OF ORONO OWNERS: By: / ,' . By: Its ) Its: ( 4 internal Use Only: D Original to Finance Department 0 Copy to Zoning File 0 Copy to Street File Packet Last Updated: January 2015 Page 10 1• � ICITY OF ORONO 1' 1 1 � 1' L �� '� � I 1 * 20 1 S - 0092 4 * 2750 KELLEY PARKWAY DATE ISSUED: 07/23/2015 ORONO,MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 1400 BALDUR PARK RD PIN : 08-117-23-31-0001 LEGAL DESC : BALDUR PARK : LOT 015 BLOCK 001 PERMIT TYPE : ESCROW FEE-APPLICANT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-APPLICANT NOTE: THIS$700 ESCROW IS TIED TO C.U.P.APPLICATION 15-3773 APPLICANT ESCROW FEE-APPLICANT 700.00 TOTAL 700.00 ELLIOTT, STEVE Payment(s) 1400 BALDUR PARK RD CHECK 7229 700.00 WAYZATA,MN 55391- OWNER ELLIOTT,STEVE 1400 BALDUR PARK RD WAYZATA,MN 5539 I- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. Applicant Permitee Signature Date Issued By Signature Date STEVE R ELLIOTT 06/08 7229 1400 BALDUR PARK ROAD ORONO,MN 55391 17-1/910215 2654917257 7/ZUlI5— Date Pay to the 72 a Order of • n �)� ,� n ) I ���► s'eirbil !ttai P'4P 100-114/'s 4130a` 1 cx.!> � ' Dollars n F�: ••: «'t:f.i.5 i*Is Fargo Bank,N.A F',itccl Minnesota weBstargacom . )). —/ For 2.+. O� Mr n 0111111111111111111111111111.111111111.111P 07229 c_. 77HarlandClarke BLUE SHEFFIELD C 0 r 0 't4N m 2 N O m+. d 0 C.TI STEVE R ELLIOTT 06/08 7230 1400 BALDUR PARK ROAD ORONO,MN 55391 17-1/910215 2654917257 it Date Pay to theQ`/mn 0 Col, Order of v O � $ I(/t/t S0)/741„ r4 r'J QDf,4 r a J n!l•t:e.) Dollars n aeeNO" Fee" .e.. NjR'I':L1.S Wens FargoBank N.A. MinnesotaJ For BP 07 230 Date Time Inspector Inspection Type Stat H Permit# Address Permit Type Property Type Construction Ty I i 7'712016 12 00 AM METJ Mechanical-Rough In P i 2016-00781 1400 Baldur Park Rd Mechanical Residential Fireplace-Gas 7/7/2016 112:00 AM 1 METJ ;Mechanical-Air Test P Y 2016-00781 11400 Baldur Park Rd Mechanical Residential Fireplace-Gas 7/7/2016 112 rMETJ Mechanical-Final P Y 2016-00781 1400 Baldur Park Rd Mechani 00 AM cal Residential Fireplace Gas t.I :Escrow Refund Requested2016-00780 11400 Baldur Park Rd Escrow Fee-Applicant Residential Escrow Fee-Ai Escrow Refunded j 2016-00760 1400 Baldur Park Rd Escrow Fee-Applicant *Residential +Escrow Fee-Al 7/7/2016 112:00 AM METJ 1Plumbing-Final IP I Y 2016-00684 11400 Baldur Park Rd •,Plumbing Residential ;Facture 7/6/2016 112:00 AM SOBR (DONT USE)Sewer Conn/Air Test 1 P I Y 2016-00642 11400 Baldur Park Rd Sewer I Residential i Connection 7/6/2016 112:00 AM I SOBR :Fit. nal IP Y 2016-00642 1400 Baldur Park Rd Sewer 1 Residential Connection 2/10/2016 112:00 AM METJ Mechanical-Rough In I P Y 2016-00038 1400 Baldur Park Rd Mechanical Residential .Mechanical-Mi. 2/10/2016 112 00 AM METJ Mechanical Air Test 1 F Y 2016-00038 .1400 Baldur Park Rd Mechanical Residential I Mechanical-Mi I. 7/7/2016 12:00 AM I METJ Mechanical Final IF Y 12016-00038 11400 Baldur Park Rd Mechanical Residential Mechanical-Mi 6/30/2016 ,12:00 AM IMETD Mechanical-Air Test REINSPECTION I P I Y :2016-00038 11400 Baldur Park Rd Mechanical Residential Mechanical-Mt it 6/30/2016 !12:00 AM 1METD Mechanical-Rough In IP I V .202016-00038 11400 Baldur Park Rd !Mechanical Residential 1 Mechanical-tit. 7/6/2016 X12 00 AMi METJ Mechanical Final REINSPECTION P Y 2016-00038 1400 Baldur Park Rd Mechanical Residential l I Mechanical-Mt 11/18/2015 1112:00 AM METJ Plumbing-Rough In IP Y ,2015-01465 1490 Baldur Park Rd Plumbing 'Residential 'Fixtures Multip 7/7/2016 12:00 AM I METJ 1,11Plumbing-Final IP I Y 2015-01465 ;1400 Baldur Park Rd Plumbing 1Residential Fixtures-Multip 2/6/2016 ~12'00 AM iMETJ Plumbing Air Test :P Y 2015-01465 '1400 Baldur Park Rd Plumbing 1 Residential Fixtures-Muttip 7/6/2016 1400.. _r.. d... r....... t . ......... 12:00 AM SOBR Final — — —_ P Y 2015-01207 Baldur Park Rd Sewer Residential Disconnection 'Escrow Refund Requested 2015-01195 1400 Baldur Park Rd 1 Escrow Fee-Tied to Building Permit Residential I Escrow Fee-Tie Escrow Refunded 1 I 12015-01195 1400 Baldur Park Rd Escrow Fee-Tied to Building Permit Residential !Escrow Fee-Tie 9/21/2015 112:00 AM I METJ 'Demo Pre-Walk Through F TY 2015-01194 ,1490 Baldur Park Rd :Demolition Residential ¢Demo Principe t 7/7/2016 12:00 AM I METJ i Final IP 1Y 2015-01194 :1400 Baldur Park Rd Demolition :Residential •Demo Principe 9/25/2015 112:00 AM lIvIETD I Demo Pre-Walk Through REINSPECTION 11IP Y 2015-01194 11400 Baldur Park Rd I Demolition IResidential i Demo Principe 10/16/2015 112:00 AM I METD i Silt Fence(Installed 8 Inspected) I P Y 2015-011931400 Baldur Park Rd New Structure Residential Single Family 10/16/2015 11200 AM I METD Footing(or Rebar) IF Y 2015-01193 11400 Baldur Park Rd New Structure Residential Single Family___ 11/19/2015 :1' 12:00 AM i METD Radon Rock Bed(Poly) 1P i Y 2015-01193 Baldur Park Rd New Structure Residential il Single Family 10/26/2015 12:00 AM METJ Poured Wall(Foundation) 'F 1Y .2015-01193_11400 1400 Baldur Park Rd :New Structure I Residential 1Single Family 10130/2015 12:00 AM 1METD Foundation Water Proof(Drain Tile) P 1Y 2015-01193 ,.1430 Baldur Park Rd New Structure i Residential Single Family. 7/7/2016 12:00 AM 1METJ Foundation Survey B/4 Framing IF I V 2015-01193 11400 Baldur Park Rd I New Structure Residential I Single Family 2/10/2016 12:00 AM IMETJ Framing 1--PY 12015-01193 #1400 Baldur Park Rd 1 New Structure I Residential Single Family 2/29/2016 ;12:00 AM jMETD Insulation P ,Y 12015-01193 '1400 Baldur Park Rd T New Structure I Residential I Single Family 7/712016 12:00 AM I METJ 1Lath I F 1Y 12015-01193 1400 Baldur Park Rd i New Structure I Residential :Single Family 7/7/2016 12:00 AM I METJ Final _ F Y 2015-01193 1400 Baldur Park Rd New Structure Residential Single Family 1As-Built Survey . .__._ ........ ...... 11- T scrow ueste1 12015-01193 1400 Baldur Park Rd :New Structure Residential Single Family : 12015-01193 11400 Baldur Park Rd New Structure Residential Sin a Family Escrow Refunded 12015-01193 11400 Baldur Park Rd I New Structure ,Residential 1SinOe Family 10/19/2015 12'00 AM METJ IFooting(or Rebar)REINSPECTION IP IY 12015-01193 11400 Baldur Park Rd I New Structure ,Residential Single Family 10/27/2015 112.00 AM METJ •Poured Wall(Foundation)REINSPECTION 1 P Y 12015-01193 X1400 Baldur Park Rd =New Structure !Residential Single Family 7/7/2016 12:00 AM MCUR Foundation Survey 8/4 Framing REINSPECTION P Y :2015-01193 1400 Baldur Park Rd New Structure Residential Single Family 7/7/2016 112:00 AM f METJ Final REINSPECTION _j? V 2015-01193 11400 Baldur Park Rd New Structure I Residential Single Family Christine Mattson From: Melanie Curtis Sent: Thursday, November 17;2016 6:54 AM To: Christine Mattson; Roger Peitso Subject: FW: RE:As-Built for 1400 Baldur Park Rd/#2015-01193 Attachments: IMG_20160906_110253685 jpg;AS-BUILT CERTIFICATE.PDF Are we done with this? I'm waiting for Public Works to confirm they removed the wetland fill. Has Roger inspected? Melanie Curtis 952.249.4627 Mmcurtis@ci.orono.mn.us From: Melanie Curtis Sent:Thursday, November 17, 2016 6:54 AM To: David Goman<dgoman@ci.orono.mn.us>;Adam Edwards<aedwards@ci.orono.mn.us>; Scott Oberaigner <SOberaigner@ci.orono.mn.us> Subject: RE: RE:As-Built for 1400 Baldur Park Rd/#2015-01193 Would one of you please confirm for the file?Thanks!! Melanie Curtis S'952.249.4627 >9mcurtis@ci.orono.mn.us From: Melanie Curtis Sent:Wednesday, November 02, 2016 9:24 AM To: David Goman<dgoman@ci.orono.mn.us>;Adam Edwards<aedwards@ci.orono.mn.us> Cc:Scott Oberaigner<SOberaigner@ci.orono.mn.us> Subject: FW: RE: As-Built for 1400 Baldur Park Rd/#2015-01193 DJ/Adam Was the wetland filling on this corrected? Melanie Curtis Sir 952.249.4627 ®mcurtis@ci.orono.mn.us From: Melanie Curtis Sent: Monday, September 12, 2016 8:47 AM To: 'pgkeosya@gmail.com' <pgkeosya@gmail.com> Cc: 'Steve Elliott' <selliott@lifetouch.com>; 'Vlad Sivriver' <info@edsmn.com>; 'Permitting' <permitting@minnehahacreek.org>; Christine Mattson<CMattson@ci.orono.mn.us> Subject: FW: RE:As-Built for 1400 Baldur Park Rd/#2015-01193 Peter Thank you for the as-built survey. Our engineer has reviewed it and has comments. Please specifically note item #2 below; this is a concern as the filling within the wetland area was not approved. The fill must be removed. Please let me know when the fill is removed and we will send our inspector out to verify the as-built, close the file, and issue the Certificate of Occupancy. Once verified complete, we can also begin the escrow refund process. 1 Thank you Melanie Melanie Curtis $'952.249.4627 ®mcurtis@ci.orono.mn.us From:Adam Edwards Sent: Friday, September 09, 2016 9:03 AM To: Melanie Curtis<MCurtis@ci.orono.mn.us> Subject: RE: RE: As-Built for 1400 Baldur Park Rd/#2015-01193 Melanie, I've reviewed the subject as built and offer the following comments: 1. The survey appears to conform to the intent of the approved plan. An inspector should conduct a site visit and confirm the following: a. The survey accurately depicts conditions on the ground. b. The site is stabilized to the point the any remaining erosion control can be removed. 2. As of this Tuesday it appears that there is still fill in the wetland across from the home. See Photo from PW Supervisor Oberaigner. Was this approved? If not it should be removed and or approved through the City and Watershed. Adam From: Melanie Curtis Sent:Tuesday, September 06, 2016 2:28 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject: FW: RE: As-Built for 1400 Baldur Park Rd/#2015-01193 Revised as-built. Please review. Thanks. Melanie Curtis 'x'952.249.4627 ®mcurtis@ci.orono.mn.us From: pgkeosya [mailto:pgkeosya@gmail.com] Sent:Tuesday,September 06, 2016 2:25 PM To: Melanie Curtis<MCurtis@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject: Fwd: RE: As-Built for 1400 Baldur Park Rd/#2015-01193 Sent from my T-Mobile 4G LTE Device 2 Original message From: Vladimir Sivriver<vsivriver@edsmn.com> Date: 9/6/16 12:36 PM (GMT-06:00) To: 'pgkeosya' <pgkeosya(agmail.com> Cc: selliott@lifetouch.com Subject: RE: As-Built for 1400 Baldur Park Rd/#2015-01193 Peter, please find attached revised as-built certificate.Thanks.Vlad. From: pgkeosya [mailto:pgkeosva@gmail.com] Sent: Friday,July 29, 2016 8:20 AM To:Tatiana Semenova <tsemenova@edsmn.com> Subject: FW:As-Built for 1400 Baldur Park Rd/#2015-01193 Please read and make necessary corrections. Peter. Sent from my T-Mobile 4G LTE Device Original message From: Melanie Curtis <MCurtis@ci.orono.mn.us> Date: 7/28/16 9:07 AM (GMT-06:00) To: "'pgkeosya@gmail.com'" <pgkeosya(&,gmail.com> Cc: 'Steve Elliott' <selliott@lifetouch.com>, 'Vlad Sivriver' <info@edsmn.com>, Christine Mattson <CMattson@ci.orono.mn.us> Subject: FW: As-Built for 1400 Baldur Park Rd/#2015-01193 3 Peter We have reviewed the as-built survey; and we have the following comments: 1. The As-built survey shows proposed grades and contours. An As-built should depict as-built/existing elevations and grades as all proposed work should be complete at the point the As-built is prepared. No"proposed"contours or improvements should be shown. 2. The As-built spot elevations should be extrapolated into contours per the City Survey requirements (attached). 3. The contour lines and the elevations listed for the retaining walls do not make sense together. As depicted the retaining walls do not appear to be retaining any soil. 4. It appears a retaining wall was constructed onto the neighboring property on the south west side of the property. Was permission granted by the neighboring property owner? If so, a copy of said permission should be provided to the City to be included in the street file. 5. Retaining walls are not allowed within 5 feet of a property boundary without a variance and conditional use permit. There was no CUP/Variance approved to permit the wall in question. The wall should be removed and the property graded as proposed, or an after-the-fact Variance and CUP application should be submitted. The after-the-fact fee is 2x $700 application fee. 6. Resolution 6546 granted CUP and variance approvals regarding the fill below the 100-year floodplain elevation of 931.5'. Based on the as-built wall elevations on the east side of the house it appears you have exceeded the approved fill amounts. Please re-calculate and provide the as-built cut and fill quantities below 931.5'elevation contour and show the cut and filled areas. Also, provide as-built 1/2 foot contours between the middle of the home and the eastern lakeshore for our verification. The swale created to mitigate the floodplain filling should be evident in the topography. 7. The as-built hardcover should be calculated on the City's hardcover form (attached). 8. As of July 25th, there was a pile of soil deposited in the city ROW and wetland area directly opposite the house (west side of the road). This must be removed. There are a number of issues to resolve. Please contact me if you have specific questions. At this time the project is not complete/in compliance with the approved plan. The final certificate of occupancy cannot be issued until all the issues are resolved. Thank you Melanie 4 From: Melanie Curtis Sent: Monday,July 25, 2016 9:06 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc:Jeremy Barnhart<ibarnhart@ci.orono.mn.us>; Christine Mattson<CMattson@ci.orono.mn.us>; Roger Peitso <rpeitso@ci.orono.mn.us> Subject:As-Built for 1400 Baldur Park Rd/#2015-01193 Adam Please review the attached as-built survey for 1400 Baldur Park Rd. Note, this project had a CUP for floodplain filling. The survey prints to scale at 11"x17". Following your review, you or our inspector should do a site inspection to verify. I'll put the file in your INBOX. Thanks. Melanie Curtis Sr 952.249.4627 ®mcurtis(aci.orono.mn.us From: Peter [mailto:pgkeosya@gmail.com] Sent: Monday,July 25, 2016 8:40 AM To: Melanie Curtis<MCurtis@ci.orono.mn.us> Cc: Roger Peitso<rpeitso@ci.orono.mn.us> Subject: FW:As-Built Hello! See attached as-build survey. peter Keosya Sent from my XperiaTM tablet ---- Original Message ---- Subject: As-Built Sent: Jul 8, 2016 1:10 PM From: Tatiana Semenova<tsemenova@edsmn.com> 5 To: pgkeosva@gmail.com Cc: Done If you have any questions, please don't hesitate to call me. Tatiana Semenova Director of Administration 6480 Wayzata Blvd.,Minneapolis,MN 55426 Phone:(763)545-2800 fax:(763)545-2801 Email:info@edsmn.com Web:http://edsmn.com Celebrating 10 years of outstanding quality engineering and land surveying 6 RECEIVED Melanie Curtis AUG 1 R 9n t6 \fteplE,y�p From: Steve Elliott <selliott@lifetouch.com> IN OF ORpN0 A Q Sent: Thursday,August 18, 2016 1:43 PM 1 ./ 16 To: Melanie Curtis Cc: pgkeosya@gmail.com;Vlad Sivriver; Christine Mattson CIT4F9RO IQ Subject: Re: FW:As-Built for 1400 Baldur Park Rd/#2015-011934 j` Attachments: Aerial_photo_(1) 1400_Baldur_Park_Road.png;Aerial_photo_(2)_1400 V _Baldur_Park_Road.png; SW_corner_ground_level_photo.png; Rail_road_tie_wall_area.png; Rail_road_tie_still_in_tact.png; retaining wall approval letter 1400 Baldur Park Road jpg Melanie, I hope you are doing well. I wanted to check in and see how we are doing clearing up the remaining questions you have on the survey. Attached are two aerial pictures that show the two retaining walls. The first stone wall ran about half way from the road to the SW corner of the house. It was ground level and went up to approximately 6 foot high. The second retaining wall was a railroad tie wall that was on or nearly on the property line and went 4 feet above the stone wall. It went ran the entire length of the house along the west side to the NW corner of the house. Attached are a couple more pictures of the walls at each end of the house. I don't have any pictures of the wall next to the house because it was over grown and very difficult to walk along that area because of debris from the previous home owner that used that area as a dump. Finally, attached is the approval letter from Mike and Katie Schroeder. You can also contact Mike or Katie Schroeder with any questions. They can answer any questions about the existence of two retaining walls along their property line prior to the construction. They will also let you know how pleased they are with the clean up and upgrades that I have done to the property line area to clean up the old mess. Steve Elliott I Regional Sales Director I Lifetouch selliott(a lifetouch.com 1952.826.4545 o 1952.210.2655 c L fetOUCh N,thonad Schorr!Studrrxs Trusted Pdaboro3 I.RcpreseratedLecadfy' .r y Meg)* National pm r NASSP � ANSA On Fri, Jul 29, 2016 at 8:41 AM, Steve Elliott<selliott@lifetouch.com>wrote: 1 Peter has contacted the survey company to address your other items. Thanks, On Thursday, July 28, 2016, Melanie Curtis <MCurtis@ci.orono.mn.us>wrote: Peter We have reviewed the as-built survey; and we have the following comments: 1. The As-built survey shows proposed grades and contours. An As-built should depict as-built/existing elevations and grades as all proposed work should be complete at the point the As-built is prepared. No"proposed"contours or improvements should be shown. 2. The As-built spot elevations should be extrapolated into contours per the City Survey requirements (attached). 3. The contour lines and the elevations listed for the retaining walls do not make sense together. As depicted the retaining walls do not appear to be retaining any soil. 4. It appears a retaining wall was constructed onto the neighboring property on the south west side of the property. Was permission granted by the neighboring property owner? If so, a copy of said permission should be provided to the City to be included in the street file. 5. Retaining walls are not allowed within 5 feet of a property boundary without a variance and conditional use permit.There was no CUP/Variance approved to permit the wall in question. The wall should be removed and the property graded as proposed, or an after-the-fact Variance and CUP application should be submitted. The after-the-fact fee is 2x $700 application fee. 6. Resolution 6546 granted CUP and variance approvals regarding the fill below the 100-year floodplain elevation of 931.5'. Based on the as-built wall elevations on the east side of the house it appears you have exceeded the approved fill amounts. Please re-calculate and provide the as-built cut and fill quantities below 931.5'elevation contour and show the cut and filled areas. Also, provide as-built 1/2 foot contours between the middle of the home and the eastern lakeshore for our verification. The swale created to mitigate the floodplain filling should be evident in the topography. 7. The as-built hardcover should be calculated on the City's hardcover form (attached). 8. As of July 25th, there was a pile of soil deposited in the city ROW and wetland area directly opposite the house (west side of the road). This must be removed. There are a number of issues to resolve. Please contact me if you have specific questions. At this time the project is not complete/in compliance with the approved plan. The final certificate of occupancy cannot be issued until all the issues are resolved. Thank you Melanie 2 From: Melanie Curtis Sent: Monday,July 25, 2016 9:06 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc:Jeremy Barnhart<jbarnhart@ci.orono.mn.us>; Christine Mattson <CMattson@ci.orono.mn.us>; Roger Peitso <rpeitso@ci.orono.mn.us> Subject:As-Built for 1400 Baldur Park Rd/#2015-01193 Adam Please review the attached as-built survey for 1400 Baldur Park Rd. Note, this project had a CUP for floodplain filling. The survey prints to scale at 11"x17". Following your review, you or our inspector should do a site inspection to verify. I'll put the file in your INBOX. Thanks. Melanie Curtis 'x'952.249.4627 ®mcurtis@ci.orono.mn.us From: Peter [mailto:pgkeosya@gmail.com] Sent: Monday,July 25, 2016 8:40 AM To: Melanie Curtis<MCurtis@ci.orono.mn.us> Cc: Roger Peitso<rpeitso@ci.orono.mn.us> Subject: FW: As-Built Hello! See attached as-build survey. peter Keosya Sent from my XperiaTM tablet ---- Original Message ---- 3 Subject: As-Built Sent: Jul 8, 2016 1:10 PM From: Tatiana Semenova<tsemenova@edsmn.com> To: pgkeosya@gmail.com Cc: Done If you have any questions, please don't hesitate to call me. Tatiana Semenova Director of Administration 6480 Wayzata Blvd.,Minneapolis,MN 55426 Phone:(763)545-2800 fox:(763)545-2801 Email info@edsmn.com Web:http://edsmn.com Celebrating 10 years of outstanding quality engineering and land surveying Confidentiality Note: This e-mail and any attachment to it contains confidential and trade secret information intended only for the use of the individual(s) or entity named on the e-mail. Do not forward it without authorization from the sender. If the reader of this e-mail is not the intended recipient, or the employee or agent responsible for delivering it to the intended recipient, you are notified that reading, copying, forwarding or printing it is strictly prohibited. If you have received this e-mail in error, please immediately return it to the sender and delete it from your system. Sent from Gmail Mobile 4 r . xi lilt, N'ft *" t . l'ra "' To: City of Orono Regarding: Retaining wall Location: 1400 Baldur Park Road, Orono MN 55391 Date: August 15, 2016 of We approve the retaining wall that was installed at 1400 Baldur Park Road to. replace the existing retaining wall. The retaining wall is located on the west side of the property. Regards, ,,,a , ,4,.i . 8//SA 6 A J ./APP.O..-d, . ,- ', Mike Schroeder Date Date Katie Schroeder tl �� k8 _ day P S,Y 3k t.�uu., a [ m ti".1'.'..'''..,..."1',., ,yye4n �. rk.14.14.: , ' 13 '� �- b. .,.„.t r s:. v' bF a � r ,E r ,,,,;,,,.17,,,- ,,,..,,--,-,t„,„!_- ,, , a � y� ,. 4 -,t.4fix 5c ?L ' $ tA� ":4-,,,, s r x,'& ,fi, a r * n4r � �� , ,,,,,f mss "�a�'.1.-•i!4"1.:°:� v t ",,,'-° !°4'1,;','1‘ t:� . xx "§ ., t f i' k �7 It'''. a sQ ��'� '�yh� i�z� �r �&Vii= i �,����1_ s � t U • b -- kas$a._,,'2?Y i -.a,aSSS 4r'+.. -'d ^ 4. !- p +r1 I "'soR.. 1.,... tai, ,i N ,'.;777141.1" +moi' `�. MOM rti laloilr''''. "2'- ,..' .,: '4,:„-''1.,..,:- V ' -4.-'''.:::. ''' - r 4,.,, 1(0 � r% �� � Yom. 1.10) Ilk - ±" �.. I. i. 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A * . t- i a` iS. iimp....J41181111116k7r;#lifillit r *tri _.r rufillt- f \ \ • v21 711". lalini * 111 . .. r- a , 0 `, - 4 . i , ., m 0:-.,4 I . ... . ; . . . • , „,,,,,,„ s . , .,,,,.. ... r = . . .A ii, 3 d _o a Oak cc "� 0 N • tii t i kk P• a %,. V� m f }, i • V1 1. i t —a 0 i , I i t ell , MI il 7. i I, t 1 I, �� • ar+ ,.. yame _ ar' sir' -.!!;i ;6,, -1 .,• x.( 'c?. • • . \ �� / '4 !• • .!-- •11111 re rfIr. 4 _DO ' •• , f. 1 0 Dark area shows timber wall running the length of the house ipit lb* _. , a gro 1 it rt ,. . 4f6 ks\ — 41/4.* - 0 - t / / it y / . 0 , it * lookrot , ■ ' ° IL. .arr ma: % a a 1, ,r } fi •1113 +..,:�f' ,fir 1 e L M 0 a a p * 11 it .. 1, A i - 4 Gray and white area running to the SW corner , —. of house is the stone/boulder wall T ' AL, . . , 1 ' .. _,-.:7:---- . 1 ' ''' ..- ., •:--‘' ,,, fif f , V g . ., A ...- PI ,. ,,. j,4r 11'„,7. II .,. . i. • -. .b ' • 4%1. • . — i t. A rour I -4' fir• ilt: t, ' CO a.,) r L , 4, CU # • ........ 13 0 •4_-, , .) . , c..a.e...s_.. . . 1-,- . 2 ,y. t. ., . r f . ' ii,: 1 , 4 Christine Mattson From: Melanie Curtis Sent: Thursday,July 28, 2016 9:08 AM To: 'pgkeosya@gmail.com' Cc: 'Steve Elliott'; 'Vlad Sivriver'; Christine Mattson Subject: FW:As-Built for 1400 Baldur Park Rd/#2015-01193 Attachments: Survey Requirements -August 2015.pdf; Hardcover Calclulation Worksheet From 2014 Packet.pdf;AS-BUILT CERTIFICATE.PDF Peter We have reviewed the as-built survey; and we have the following comments: 1. The As-built survey shows proposed grades and contours. An As-built should depict as-built/existing elevations and grades as all proposed work should be complete at the point the As-built is prepared. No"proposed" contours or improvements should be shown. 2. The As-built spot elevations should be extrapolated into contours per the City Survey requirements (attached). 3. The contour lines and the elevations listed for the retaining walls do not make sense together. As depicted the retaining walls do not appear to be retaining any soil. 4. It appears a retaining wall was constructed onto the neighboring property on the south west side of the property. Was permission granted by the neighboring property owner? If so, a copy of said permission should be provided to the City to be included in the street file. 5. Retaining walls are not allowed within 5 feet of a property boundary without a variance and conditional use permit. There was no CUP/Variance approved to permit the wall in question. The wall should be removed and the property graded as proposed, or an after-the-fact Variance and CUP application should be submitted. The after- the-fact fee is 2x $700 application fee. 6. Resolution 6546 granted CUP and variance approvals regarding the fill below the 100-year floodplain elevation of 931.5'. Based on the as-built wall elevations on the east side of the house it appears you have exceeded the approved fill amounts. Please re-calculate and provide the as-built cut and fill quantities below 931.5'elevation contour and show the cut and filled areas. Also, provide as-built 1/2 foot contours between the middle of the home and the eastern lakeshore for our verification. The swale created to mitigate the floodplain filling should be evident in the topography. 7. The as-built hardcover should be calculated on the City's hardcover form (attached). 8. As of July 25th, there was a pile of soil deposited in the city ROW and wetland area directly opposite the house (west side of the road). This must be removed. There are a number of issues to resolve. Please contact me if you have specific questions. At this time the project is not complete/in compliance with the approved plan. The final certificate of occupancy cannot be issued until all the issues are resolved. Thank you Melanie From: Melanie Curtis Sent: Monday,July 25, 2016 9:06 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc:Jeremy Barnhart<ibarnhart@ci.orono.mn.us>; Christine Mattson <CMattson@ci.orono.mn.us>; Roger Peitso <rpeitso@ci.orono.mn.us> Subject:As-Built for 1400 Baldur Park Rd/#2015-01193 Adam 1 • Please review the attached as-built survey for 1400 Baldur Park Rd. Note, this project had a CUP for floodplain filling. The survey prints to scale at 11"x17". Following your review, you or our inspector should do a site inspection to verify. I'll put the file in your INBOX. Thanks. Melanie Curtis St952.249.4627 I9mcurtis@ci.orono.mn.us From: Peter [mailto:pgkeosva@gmail.com] Sent: Monday,July 25, 2016 8:40 AM To: Melanie Curtis<MCurtis@ci.orono.mn.us> Cc: Roger Peitso<rpeitso@ci.orono.mn.us> Subject: FW:As-Built Hello! See attached as-build survey. peter Keosya Sent from my XperiaTM tablet ---- Original Message ---- Subject: As-Built Sent: Jul 8, 2016 1:10 PM From: Tatiana Semenova<tsemenova@edsmn.com> To: pgkeosya@gmail.com Cc: Done If you have any questions, please don't hesitate to call me. Tatiana Semenova Director of Administration 6480 Wayzata Blvd.,Minneapolis,MN 55426 Phone:(763)545-2800 Fax:(763)545-2801 Envoi/.info@edsmn.com Web:http://edsmn.com Celebrating 10 years of outstanding quality engineering and land surveying 2 • Call 48 Hours before digging GOPHER STATE ONE CALL �\S-BLJII__[1T cE: I1TIIIi1TE Twin Cities Area 651-454-0002 MN. Toll Free 1-800-252-1166 Otterk-t- LC4�Q tiej.�"W j 1 1 I �, /-/�( � 0 30 60 I V I I I I 1 1 \\ V `AO o II 1 1 I I ,I� \ V ]( 6• I ,/�\ 0 AL IN FEET 0=1 II 1 l f1 '.v\ \ 9 ` v _ 032' /�' / l iI \\ -\N� olll III IIS �:1\y'l\\ �� �� >\o -j^J �---- ` // ��a, /// �r / l \- EXN OUSE / / o / I LAKE / / / I MINNETONKA o \ •36.6 TW 939.7 Tw / �hILEGEND 111 0 __ _,,,n 347 aW \ 936.6 BW 937.2 BW (NORTH ARM)\ \ ` 1I • DENOTES FOUND PROPERTY IRON - 939.3 TW / -- •• 4. \ • 0 DENOTES SET 1/2" X 18" REBAR -` ---,A01:0‘...,- --7 0.56 /935.1 BW / 933-3 BW / /\ t •1111 --- � �--�N26 •1'15"E 229.1 , / r I WITH PLASTIC CAP "PLS 25105" Q I '.,�' �9 1.•\ ; �. '1 �, 2y3� `.' Y i "� 48as -- ..x I`9c-9" I \\� II LINE �� 3 •� ` �� � •,•�� --931.0---_:.9319.00 DENOTES BOUNDARY r-- = 5. .tet���_ � 1 . , j, / Nii 933.0 TN -I DENOTES LOT LINE I Mil• / 94.76-1 ---- 3 6 BW � % _ -'I,; •,„, 32.3'BW N \ \ DENOTES SETBACK LINE .y / s3 n!��I/ ' /WELL I xN o� / • o/ �� `�� #1400 /� /�t i - /� - I 999 DENOTES EXISTING CONTOUR LINE Z I O I X931 I PROPOSED �93� 2-22% 3 7W FFE-039.0 934.1 / II, 1 o I ' DENOTES CONCRETE SURFACE "4 IN • �� I I DRIVEWAY 6S 93 a I 93 ru 9,3.3'@\4 , \___\ _-GARAGE=033.5 933.93 i /I 93X66 930.66 -. I I �- DENOTES DRAINAGE FLOW I rn 1 l90 g' , 933.6 _.;:� I I FFE DENOTES FINISH FLOOR ELEVATION 75.00 I Q,' ' - I �� w _ 7I I I I I 0 DENOTES DECIDUOUS TREE IZ I -- ,� ----T 1P7�6 I /� - Twp 75 CO 1 I 11 o DENOTES WIRE FENCE 1-93113 93196 15.8 ��/� ��30/ 93368(;),,,„,. .. s~ 93 3q6 O ��r1111 BW93jo Al' II ❑ DENOTES WOOD FENCE 9-- \ \ • ""�� -OE DENOTES OVERHEAD ELECTRIC 757-40 'S; X39 WALE ..3-1:F.--,- L6 C.Y.) g30 �Q, DENOTES ELECTRIC POWER POLE (� I / S26 01'15"W 222,700, ),\ 9 •. DENOTES GUY ANCHOR 31.) 93L� - '1 1.0% - 0 10.22 / \ -,��026 ::� i3p� ' i ,! 23..•93�S3 r/ I ® DENOTES MANHOLE ]1`41 30 o 9-. i i-_ �..i �,.i µ\ t , / /�- w zs I / f DENOTES RETAINING WALL \� �^ i„�` #1404 •RDINARY HIGH / V / {3E3 DENOTES SILT FENCE S \�N\ ",' ' It• EXISTING HOUSE WA'ER LINE = 9 4 74 I I xxx.x DENOTES PROPOSED GRADE N� /\ / / 1 ,-xxx.x -' DENOTES PROPOSED CONTOUR 6 _,v \\ \ j // ' 1 X99g 99 DENOTES AS-BUILT SPOT ELEVATION cli 3Z•1 7 `�„IEJ �`� - .t5r ik , Rti L NOTES 1):-- �9:.T l �� 1.THE BASIS OF THE BEARING SYSTEM IS ASSUMED. I % Y,a�� O 1 2.NO SPECIFIC SOIL INVESTIGATION HAS BEEN COMPLETED �to I £�,➢ a� I.j �,� 3. NO TITLE INFORMATION WAS PROVIDED FOR THIS SURVEY.THIS "1 0 SURVEY DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD. 13 Q'� C J� 4. EXISTING UTILITIES AND SERVICES SHOWN HEREON OWNER LOCATED 18 a EITHER PHYSICALLY ON THE GROUND DURING THE SURVEY OR FROM I o J� J` 'l�� EXISTING RECORDS MADE AVAILABLE TO US OR BY RESIDENT VV �& TESTIMONY.OTHER UTILITIES AND SERVICES MAY BE PRESENT. I VERIFICATION AND LOCATION OF UTILITIES AND SERVICES SHOULD BE /` OBTAIN FROM THE OWNERS OF RESPECTIVE UTILITIES BY CONTACTING �j� GOPHER STATE ONE CALL AT(651)454-0002 PRIOR TO ANY DESIGN, BUILDING SETBACKS HARDCOVER REFERENCE BENCHMARK PLANNING OR EXCAVATION. RECEIVED ZONING: LR-1C = ONE-FAMILY LAKESHORE EXISTING IMPERVIOUS SURFACES 3,292 SQ. FT. ELEVATION = 931.76 © SEWER MANHOLE HOUSE: FRONT = 30 FT PROPOSED IS , . ' ,.-t-/,s.I S 3077 SQ. --. RIM AT 1392 BALDUR PARK RD. JUL 2 5 2016 SIDE = 10 FT TOTAL LOT AREA 12,308 SQ. FT. REAR (OHW) = 75 FT EXISTING HARDCOVER 27 % PROPOSED -; - . 25I CITY OF ORONO LEGAL DESCRIPTION Lot 15, Block 1, BALDUR PARK, Hennepin County, Minnesota ENGINEERING DESIGN & SURVEYING I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. JOB NAME: STEVE EWOTT FIELD WORK DATE: 7/7/16 DRAWN BY: EP PROJECT NO.: 12-116 6480 Wayzata Blvd. Minneapolis, MN 55426 'lead OFFICE: (763) 545-2800 FAX: (763) 545-2801 J Gcv 0-At DATED: 7/8/2016 LOCATION: 1400 BALDUR PARK RD. EMAIL: info@edsmn.com WEBSITE: http://edsmn.com VLADIMIR SIVRIVER L.S. NO. 25105 ORONO, MN 55391 FIELD BOOK NO.: EDS-15 CHECKED BY: VS SHEET NO. 1 OF 1 A • • • p 0 • e tip ' '• • ." Ig t • .1 • •• • ri ••• • •t• cr •. • p• • • I. '• • • • ••• • .1? ••••? • • •• • • • • • • • • • •$ • 4 •••• • •••• .• •r •-• 4.? •