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Home My WebLink About2017-00146 - new structure CITY OF ORONO * Z 0 1 7 — 0 0 1 4 6 * • 2750 KELLEY PARKWAY DATE ISSUED: 05/15/2017 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 701 DICKEY LAKE DR PIN : 34-118-23-22-0005 LEGAL DESC : RINGERSWOOD : LOT 001 BLOCK 002 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES, DETACHED VALUATION : $ 384,900.00 NOTE: SEPARATE PGRMITS REQUIRED:PLUMB[NG,MECHANICAL,WATER CONNECTION,SEWER CONNECTION,ELECTRICAL (STATE) NOTE:PLEASE SEE AND INITIAL NEW BUTLDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 2,905.42 GONYEA HOMES PLAN REVIEW 143.32 1000 BOONE AVE N#400 STATE SURCHARGE(VALUATION) 192.45 GOLDEN VALLEY, MN 55427- S.A.C. 2,485.00 (612)741-9069 TOTAL 5,726.19 Minnesota State License#: BUIL-2459 Payment(s) CI-IECK 14466 5,726.19 OWNER PUGH, PATRICK&KAREN 701 DICKEY LAKE DR LONG LAKE, MN 55356- AGREEME1vT 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 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 180 days at any time afrer work has commenced, - The applicant is responsible for assuring all required i e�i rerts�� requested in conformance with the Stat ig Code.This permit may be revo at any time for due c _. �� ) J.,.. � �> c;,C'� 1 �':�� ,�, �' `Si 1 �7 Applicant Permitee Signature Date Issued By Signature Date �ity of Orar�o � � ` ��c�� Permit Applicatfor� f�r �er� �tructures or �4ddit��s Mailing Address: Permit number: / ' /� Q�T PO Box 66 a� 7��L)�7^�� j VQ Crystal Bay, MN 55323-0066 Date received: c,2-� !o-/7 Street Address:' Received by: �j� `Y C ---- — y ,� 2750 Kelley Parkway = ,-�'1 �' L� Orono, MN 55356 Plan review fee: �, 7 �S, o�� t'kESH�� Main: 952-249-4600 � I TotaiFee: �! ?�� S Fax: 952-249-4616 www.ci.orono.mn.u� !- � � • � - : ( `t This appiication form must be completed in fuil and afl required information must be submitted. Incomplete applications will be returned. (P/ease print) �l,�,f� ��Jf�:� GENERAL INFORIVIATION: i Job Site Address: U Y� rc � �; '� I�r ;.�� Will this be a Parade of Homes, Remodelers Sh wcase Home or other Display Home? Yes ❑ No If yes,a specia/event permit is required with Police Department and City Council approval 60 days prior to the event. Shutt/e bus service will be required unless applicant demonstrates sufficienf on-site parking is availab/e. Non-permitted events wil/not be allowed. CONTRACTOR/APPLICANT INFORIVIATION: Name: _ �'3 e��y�q � wt� S State License # ��S� Expiration Date: Phone: _(cell) (o j� -� y j_ ��j (office) Mailing Address: Cit : Z�p. Contact Person: � Applicant is: o�it�actor / Homeowner (Circle One) Email and/or Fax: .� ' -, � � o • o � � . o �-.-- --- PROPERTY OWNER INFORMATION: Name: �_c�v�c., 1��r�� c Phone(day): Address: City. Z�P. Email and/or Fax ARCHITECT/ ENGINEER INFORMATION: Name: Phone(day): Address: City: ZIP• Email and/or Fax: ARCHITECT/ ENGINEER INFORMATION: Name: Phone (day): Address: City: Z�p• Email and/or Fax: PROJECT INFORI1AATiON: Description of pro'ect: 1.Type of Project 2. Proposed Use 3. Structure Type 4.Sewage Disposal S Water Supply �w Construction � ingle Family with ❑Accessory Bldg./Garage ❑Addition attached garage ❑ Deck ❑Accessory Building ❑ Sin le Famil with ublic Sewer ❑ Relocation 9 Y ❑ Offce/Commercial detached garage ❑ Residence ❑ Septic ❑ Other:(specify) ❑ Multiple Family/Condo ❑ Retainin Wall s 9 � ) (Compliance certificate ❑ Public 4-feet or greater may be required) **Any earth movement may require ❑ Commercial ❑ Storage MCWD review 8�permits. ❑ Industrial ❑Warehouse ' ublic Water Minnehaha Creek Watershed District(MCWD) � Other: (specify) ❑ Other(Specify) 15320 Minnetonka Blvd;Minnetonka,MN 55345 ❑ Private Well Phone: 952-471-0590 / Fax: 952-471-0682 wv✓w.m innehahacreek.ora Estimated Construction Valuation (excluding land) $ � §�) �,�� Packet Last Updated: January 2016 ' Page 21 STRUCTURE IIVFORNiATION: 1. Structure Dimensions 1. Structure Dimensions(continued) � � , a. Length(ft.)= �� Number of bedrooms=� 2. Occupancy: i b.W idth(ft.)= ? Number of garage stalls: 3. Occupant Load: Areas in sauare feet Attached=� c. Basement= „�� Detached= 4. Type of Construcion: ��W d 151 Story = �;1� e.2"d StOry= 5. Code Edition: f. '/z Story = g.Total Area= 3 rP 17� REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed A Iicable �y� � Buildin Permit Escrow A reement and Fees p� ❑ Plan Review Fee � Com leted A lication Form � ❑ Pro osed Buildin Plans–2 full size sets,to scale and 1 reduced 11 x 17 or 8'/2 x 11 set ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements g' ❑ Surve –2 full size,to scale meetin ALL surve re uirements �– ❑ Hardcover Calculations ❑ Se tic S stem Certification jy O Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD statin no ermit is re uired ❑ Landsca e Walls and/or Retainin Wall Plans ❑ Landsca e Plan ❑ 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 oth�r conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificat� of Occupancy may be fssued upon recelpt of a $10,000 escrow to ensure completion of the as-buflt survey and all site improvements. ApplicanYs Signature: ��---�--_._._�_—.__._..,_ Date: �'/I�'//� Owner'S Signature: Date: Packet Last Updated: January 2016 Page 22 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: � � l • Permit No.: �l7 —('��T Description of work: ��/Vy ttU�l(.�,Q � Date Rec'd: � '[t!�•�7 Septic review by: ,,U/V� y-- YV�,� Date Approved: '�� Zoning review by: Date Approved: � '�2' �� Building review by: b r.��vc,�� Date Approved: � `� � "a-D�� Grading review by: /�-f1�� L'�1��(�l�r(/�-�� Date Approved: �-.- �9'`- �� Zoning District: � Zoning File#: `—'� Resolution? Yes Reso#: `—" Reso Date: -"' Signed: Yes No Resolution/NA Zoning: Lot Area: �� SF/AC Width: Z�� Structural Coverage: ^ SF �— % Survey Submitted: �Yes 0 No Date of Survey: ��' 1 I Revised date(?): Landscape plan submitted? � Yes Landscaper: 0 No/None proposed Pro osed Setbacks: � � Front(L R Nrt S e � ( � S E W ( N � E W ) Other Buildings Wetland . OV� Side Side ,14► — �$ ' 2-�5 � 114' 121 ' � ' �l- '�g ' Buildinq Heiqht Analvsis: �— � / '�'—io3 ' Distance Between First Floor and defined Top of � � I� � Roof'` See "buildin hei ht" definition : a � First Floor Elevation from buildin lans : (b) �, ' Highest Existing ground level (per survey) or 10' (c) l0��-1 above lowest round level, whichever is lower: Difference between b and c : (d) l I�J(� Defined Buildin Hei ht(a) d): � � � �e� Z7•5 , � � Shoreland District MCWD Permit Average Lakeshore Setback g�uff Met? - � Yes No Permit Number: " -- � � Yes 0 No N/A � Ye No � 0 N/A—see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and s % and s � Yes No � Yes No 1 2 3 4 5 ,�,�/�//� � ,.--�—�-� Type(s): Type(s): n v� � t, Updated: October 2016 v:\forms�plan review checklist 10-2016.docx Fees to be Char ed YES NO Permit Plan Review State Surcharge Investigation Fee SAC-Number of SAC Units Other(specify) S uare Foota e $ er S uare Foota e Basement X = $ � 1 St Floor S X �C�L�� C� _ � 3� � 6 �� : 2nd FIOo� X = $ Garage J'o � �: S� X 3 �,• 7 � - $ 3 I c. ��1;,'� 7 3� y 9 �� ' Estimated Construction Value: $ s Orono Inspections Required Work Requiring Separate Permits Footing � Site ��]�Plumbing 0 Grading/Filling Poured Wall Silt Fence/Erosion Control � Mechanical � Fire Foundation Survey 0 Hardcover Removal � Fireplace �Water Connection Framing � Other(specifv) 0 Masonry �Sewer Connection Waterproofing/Drai 0 Lawn Irrigation F�oundation Waterproc ��' � � ��-��`-� �.-�-lL,�% �� 0 Landscaping raming - �__.�T. Insulation �J j -�� C-=� t�' I �✓� �e V l E�.L; �.'�c!, As-Built Survey — -- - ----------------- � ____ _._ �Final ��° �� Lathe ' � ��U �� ` /.� �J , L C` �d State Permits � Other(specify) ' � ---, Electrical `;`�,�-1, ��'� I ' �`,�'G `�� v REMARKS (in-house):_ �-- - - � � �I�� j'� �•"_ ;, �� '�3 3Z� �—--�-- I�C�� -�c�., + Z 1 �)u� ��Z �,, ��Y CU1Qir�� " � � � �� OFFICIAL REMARKS -' �� _. , � �_. � See Builder Acknow �- -� �-�" �— �� Prior to release of esc - �� - -��==� , �e submitted and approved. � � _�{,`,� �1 �r .�-�'� I_ �� "'� , ' . \ Q - _ �_--- - -----�---� _ ��-`�-'/ � � _ - �� , _ ;� _! �� . �--�f c:u i.�-�� , �`�'� _ ; ��r� , � � � 5Q ov Updated: October 2016 ~ �l:�` v:Aforms�plan review checklist ---�'�,� l..l,.}C'� j�1C�-�� o�lu d�1�-oC �5� � ' Builder Acknowledgement Form Permit #2017-00146 / 1 Dickey Lake Drive Builder Representative Name: � �'`� �� S�IE- 1^ Permit Conditions: Initials **NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection,a foundation as-built survey must be submitted and approved by the City or a Stop Work order �i�� will be issued. v Schedule a minimum of one hour for the framing inspection. �� Erosion control mechanisms must be installed and inspected by the City prior to any land � disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to � ` inspection. Erosion control shall be installed and maintained throughout the entire project and must � remain until vegetation has been established. � �� A haul route shall be submitted to the City Engineer for approval and inspection prior to �`�� commencement of hauling from the site.The property owner shall be responsible for cleaning and repair of roadways for any adverse impacts. No underground sewer within 20 feet of well. � Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations ��/ l must be submitted and approved. ��— In the event of winter or other extended 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,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 are over 4-feet in height or tiered walls not separated 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 . Permit Application: Self-Checklist for Completeness Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the application will NOT be accepted Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. �f... Completed Application '�lan Review Fee Paid � Signed Escrow Agreement & Escrow Payment �-s��'� !,c/�r1J �'�rY� r� ��• � ��.,e�- Plans (to scale) x2 �'�rtificate of Survey (to scale) showing the proposed project & meeting all requirements x2 /".._ Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a copy of MCWD permits (or documentation from the MCWD stating the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regarding this project. Signed by: , � Address: D ! � �' Permit #: �p � — � W:\Applications,License or Permit Applications\Zoning Applications\Permit Application Completeness Checklist 2015.docx Christine Mattson From: Ethan Kindseth <ekindseth@gonyeahomes.com> Sent: Friday, May 12,2017 9:10 AM To: Christine Mattson; Monica Fadness Subject: Re: 701 Dickey Lake Drive/#2017-00146 How much is remaining building permit fee? Sent from my iPhone On May 11, 2017,at 2:55 PM,Christine Mattson <CMattson@ci.orono.mn.us>wrote: Hi Ethan, I'm working on some final details regarding the building permit application for 701 Dickey Lake Drive. Proof of Ownership. According to Hennepin County records the property owner is not Gonyea Homes as indicated on the building permit application. Please provide a copy of the purchase agreement which lists the new owners. Building Permit Escrow Agreement. An escrow agreement was submitted with the building permit application along with a check for$2,250. Permits involving grading and/or review by the City's Engineer require a $2,500 escrow. Please submit an additional$250 for the building permit escrow. Right-of-Way(ROW)Permit Application. Attached is a copy of the ROW permit application which has been partially completed by Public Works Director,Adam Edwards. Please have the applicant complete the application,sign it and return for our review/signature. Escrow Agreement for Sewer&Water Extension. Attached is a copy of the escrow agreement for the Sewer&Water Extension and work within the ROWs of Willow Drive& Dickey Lake Drive. Please have the property owners sign and return with a check for$10,000. MCWD Permit. The last communication from the MCWD states conditional approval has been received. We will need a copy of the final permit. The above information is needed to be completed,submitted,signed and/or returned before the building and ROW permits can be issued. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono ' MN � 55356(physical address) PO Box 66 � Crystal Bay 0 MN I 55323-0066(mailing addressJ '� 952.249.4620 { 8 952.249.4616 �cmattson@ci.orono.mn.us I � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm 1 PLEASE NOTE: Summer Office Hours start Monday, May 22,2017 Monday-Thursday: 7:30 am to 5 pm/Friday 7:30 to 11:30 am OUR OFFICE WILL BE CLOSED: Monday, May 29,2017(Memorial Day) <ROW permit application.pdfl <escrow agreement for s &w ext.pdfl 2 701 Dickey Lake Dr This was passed at the 02-27-17 Council Meeting on consent. With the stipulation that all funding costs associated with the construction of the sewer and water mains and service lines will be paid by the resident. Upon completion and acceptance by the city, ongoing maintenance of the sewer and water main portions of the project will be the City's responsibility. Per CA Memo sewer and water connections will be waived, per resident's request. REQUEST FOR COUNCIL ACTION DATE: February 27, 2017 ITEM NO: 5 Department Approval: Administrator Reviewed: Agenda Section: Name Adam Edwards,P.E. �?l� Public Works Director/ Title Public Works Director/City Engineer City Engineer's Report Item Description: Sewer and Water Extension—701 Dickey Lake Road List of Ezhibits A- Location map showing potential sewer and water extension. B- Cost Estimate 1. Purpose. The purpose of this action item is to gather Council approval on extending a sewer main and water main to service 701 Dickey Lake Road and waiver of sewer and water connection fees. 2.Background. The property owner at 701 Dickey Lake Road has requested water and sewer service be extended to service the property. The property's does not have adequate septic sites. The property is in the Metropolitan Urban Service Area(MUSA). The neazest city sewer main is a gravity main on the west side of Willow Drive. 3. Sewer Connection Fee. Per the City Fee Schedule the sewer connection fee is$5,100.00. The estimated cost for the sewer main extension is$$37,632.50(see Exhibit B). In light of the cost to extend the main exceeding the connection fee cost the home owner requests the City waive the Connection fee. 4.Water Connection Fee. Per the City Fee Schedule the water connection fee is$4,240. The estimated cost for the water main extension is$$31,685.00(see E7chibit B). In light of the cost to extend the main exceeding the connection fee cost the home owner requests the City waive the Connection fee. 5. Funding. All cost associated with the construction of the sewer and water mains and service lines will be paid by the resident. Upon completion and acceptance by the city,ongoing maintenance of the sewer and water main portions of the project will be the City's responsibility. 6. Way Forward. If the council approves of the project the follow steps would follow: • Resident will acquire the necessary permits Permit process(MPCA,MCES,MCWD,Hennepin County) • The City will complete the design review • Resident will construct the sewer main and service line. • City will inspect and then accept the sewer main. 7. Staff Recommendation. After consideration of the proposed project,it is my recommendation to approve the sewer and water extensions and to waive the connection fees. COUNCIL ACTION REQUESTED: Consider a motion to approve the sewer and water extensions and to waive the connection fees. Christine Mattson From: Jack Distel <Jdistel@minnehahacreek.org> Sent: Monday, May 08, 2017 1:41 PM To: Troy Pfingsten; Coffman,William D Cc: Melanie Curtis; Christine Mattson Subject: MCWD 17-093: 701 Dickey Lake Drive Attachments: 17-093 Invoice.pdf; 17-093 Conditional approaval letter.docx Good afternoon, The request for a MCWD board determination has been retracted. Attached you should find the letter of conditional approval for 701 Dickey Lake Drive. Once the required documents are received a permit may be issued. Fees may be paid by check over credit card. Thank you for your patience throughout this process. Best, Jack Distel District Representative Minnehaha Creek Watershed District 15320 Minnetonka BLVD Minnetonka, MN 55345 952-641-4581 a�a #�y�� 'd� ��r v'� '� a � � � � � ... � p.,�,vo6r � MI�INEtlI�NA GREEK WATERSHEQ Dl5?�tECT 1 MINNEHAHA CREEK �,�� WATERSHED DISTRICT � QUALITY OF WATER ��- QUALITY OF LIFE a/2�/201� Troy Pfingsten fihe MinnehAha Creek 701 Dickey Lake Drive Watershed DisMtt is Orono, MN 55356 commitfed to a RE: Notice of Conditional Approval for MCWD Permit Application No.17-093, leadership rote in Single Family Home Construction- Erosion Control and Wetland Protection protecting, improving Dear Applicant: and managing the The review of this application has concluded and the Minnehaha Creek Watershed District has determined the surface wuters and above mentioned permit application to be complete. Therefore,the application is approved with the following conditions: affitiated groundwater o Reimbursement of mailing fees(see attached invoice). resources within the o Wetland buffer declaration (?istrict, inctuding their Once the above mentioned materials have been submitted and all permit conditions have been met staff will re(ationships to the issue the permit. You are reminded that work on the project cannot begin until the permit has been issued. ecasystems of which they The approval expires one year from the date of this letter. If final municipal approval of the project results in changes to the project you must submit revised plans to the MCWD for review. are an integm(part. We achieve our mission If you have any questions, please contact me at 952-641-4581 or jdistel@minnehahacreek.org_ through regulation, Sincerely, capita(projects, Jack Distel educarion, roaperative District Representative endeavors, and ather progranrs based on sound science, inrrovative thi»king, an inforrned and engaged constrtuency, and the cost effective use of pubGc funds. ,��oN�\ City of Orono o �,, Hardcover Calculation Worksheet i �`s� �f Property Address: 701 Dickey Lake Drive,Orono,Minnesota \`\kfsH"at�'� Prepared By: Sathre-Bergquist Date: 1/31/2017 SB Job Number: 31202-320 Prepared by: Bryan Voit 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 Survey Hardcover Item�Describe) Length x Width Total(Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A Vacant Lot 106,726 S.F. B S.F. � S.F. � S.F. E S.F. F S.F. � S.F. H S.F. � S.F. � S.F. K S.F. � 5.F. M S.F. N S.F. � S.f. P S.F. 4 S.F. R S.F. S S.F. T S.F. � S.F. � S.F. W S.F. X S.F. Y S.F. Z S.F. (1)Total Existing Hardcover 106726 S.F. Excludable Hardcover(See City Code Sec 78-1684): S.F. S.F. 5.F. S.F. S.F. (2)Total Excludable Hardcover 0 S.F. (3j Net Existing Hardcover[Subtract line(2)from line(1)] 0 S.F. (4)Total Lot Area 0 S.F. Existing Hardcover Percentage[(3)+(4)] #DIV/0! % (Proposed HardcoverneM page) This is an information packet regarding Hardcover.Every effort has been made to insure the accuracy of the information contrained herein;however,if any information is not consistent with City Code,the Code provisions will prevail. 701 Dickey Lake 5-5-17. Spoke with Carrie Peck neighbor to the east. Carrie's concerns center on any additional hardcover will cause the wetland to raise, and a 1 inch raise in the wetland level will increase water intrusion into her yard 6 feet, and may flood her house. I told her that the proposed grading plan does not suggest any channelized drainage, or purposeful impacts to the neighboring properties. I also noted that the city cannot guarantee that the water levels of the wetlands will not increase over time. The property owner is permitted to build,and the wetland buffers established appear to allow for more infiltration than if development was up against the wetland. It appears that the survey suggests all requirements from a grading standpoint are met. Jeremy Barnhart Christine Mattson From: Melanie Curtis Sent: Wednesday, March 29, 2017 10:04 AM To: 'Mike@landscapesunlimitedmn.com';Christine Mattson Cc: Ethan Kindseth Subject: RE: Gonyea homes landscape plan 701 Dickey Lake Drive Thanks, Mike. Can you drop off a paper copy? The document actually wants to print at 36"x 24"and when I print on 11"x 17"its SO00 small it's unreadable. If the image actually filled out the white space on the page it would be a little better... Melanie Curtis �952.249.4627 �mcurtis@ci.orono.mn.us From: Mike@landscapesunlimitedmn.com [mailto:Mike@landscapesunlimitedmn.com] Sent:Tuesday, March 28, 2017 4:33 PM To:Christine Mattson<CMattson@ci.orono.mn.us>; Melanie Curtis<MCurtis@ci.orono.mn.us> Cc: Ethan Kindseth<ethan@gonyeacompanies.com> Subject:Gonyea homes landscape plan 701 Dickey Lake Drive Hello Melanie&Christine, Ethan with Gonyea homes asked me to get this plan over to you. It is the projected landscape plan for the home at 701 Dickey Lake Drive This is formatted to print at 11"x17" Mike K�in�¢ LandscaPe Desi�n �� ♦�i LAND'SCAPE DESpGN ge fNST,AltATLflN 321 Broadway AVE ST PAUI, MN 55071 CELL:(612)508-1045 OFFICE:(651)216-2883 VISIT OUR WEBSITE 1 Melanie Curtis From: Ethan Kindseth <ekindseth@gonyeahomes.com> Sent: Tuesday, March 28, 2017 2:52 PM To: Melanie Curtis; Christine Mattson Subject: Fwd: PDF Plans for Ringerwood Ll 62 (701 Dickey Lane) Sent from my iPhone Begin forwarded message: From: "Coffman,William D" <BiIlCoffrnan@CBBurnet.com> Date: March 24,2017 at 1:40:41 PM CDT To: "Scherber,Corey(corev.scherberco@�mail.com)"<corev.scherberco@�mail.com> Cc: "Kindseth, Ethan (ethan@�onveacompanies.com)"<ethan@�onveacompanies.com> Subject:FW: PDF Plans for Ringerwood L162(701 Dickey Lane) FYI � ��a�l��reE.h LAND MANAGER MOBILE:(612)202-0692 EMAIL:BCOFFMAN(a�GONYEAHOMES.COM GONYEA HOMES&REMODELING 1000 BOONE AVENUE NORTH,SUITE 400 GOLDEN VALLEY,MN 55427 VISIT OUR WEBSITE From:Adam Edwards fmailto:aedwards@ci.orono.mn.us] Sent:Tuesday, March 21, 2017 11:12 AM To: 'Tom Welshinger'<twelshin�er@sathre.com> Cc:Scott Oberaigner<SOberai�ner@ci.orono.mn.us>; David P. Martini<davidma@bolton-menk.com>; Coffman,William D<BiIlCoffman@CBBurnet.com>; Ethan Kindseth<ekindseth@�onveahomes.com>; Jon Connolly<iconnollv@�onveahomes.com>; Bob Molstad<molstad@sathre.com> Subject: RE: PDF Plans for Ringerwood L162 (701 Dickey Lane) Tom, Looks good. Please add one comment that: Willow Drive shall be restored in kind,consistent with the original design of the road. Way forward. Looks like everything is done less the escrow.We will also need to know who the contractor is and ensure that they are fully insured. Once that is done I can issue a Right of Way Permit. Note: Utility permits for the service connections can be issued in conjunction with the building permit for the property. For Sewer the following will need to happen: 1. The sewer extension will have to be approved by the City Council. 1 � 2. Also I'll need your proposed plans and specs for a an engineering review prior to the issuance of Right of Way and Utility Permits. For specs it is easiest to simple refer to the City Engineer Association of Minnesota (CEAM)standard utility specs. 3. The city will require and escrow. Normally$10,000. 4. You'll need to apply for a Minnesota Pollution Control Agency(MPCA) permit. The permit will be routed through the city and Metropolitan Council Environmental Services (MCES). , . , ' For the water main extension the process is similar except you'll need to initiate a permit from the MDH. 1. The water main extension will have to be approved by the City Council. 2. Also I'll need your proposed plans and specs for a an engineering review prior to the issuance of Right of Way and Utility Permits. For specs it is easiest to simple refer to the City Engineer Association of Minnesota (CEAM)standard utility specs. 3. The city will require and escrow. Normally$10,000. (one escrow for both utilities should suffice) 4. You'll need to apply for a Minnesota Department of Health (MDH) permit. Adam From:Tom Welshinger[mailto:twelshin�er@sathre.com] Sent: Monday, March 20, 2017 3:45 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc:Scott Oberaigner<SOberai�ner@ci.orono.mn.us>; David P. Martini<davidma@bolton-menk.com>; Coffman, William D<billcoffman@cbburnet.com>; Ethan Kindseth<ekindseth@�onveahomes.com>; Jon Connolly<jconnollv@�onveahomes.com>; Bob Molstad<molstad@sathre.com> Subject: RE: PDF Plans for Ringerwood L1 62 (701 Dickey Lane) Adam, Attached is our updated plan set and our Response Letter to comments on the plans. Let me know if there are any questions or additional comments. Thomas Welshinger, EIT Sathre-Bergquist, Inc. 150 South Broadway Avenue Wayzata, MN 55391 (952)476-6000 From:Adam Edwards [mailto:aedwards@ci.orono.mn.usJ Sent: Friday, February 24,2017 9:00 AM To:Tom Welshinger<twelshin�er@sathre.com> Cc:Scott Oberaigner<SOberai�ner@ci.orono.mn.us>; David P. Martini<davidma@bolton-menk.com> Subject: RE: PDF Plans for Ringerwood L162 (701 Dickey Lane) Tom- Resending as I got an error the first time. Adam z From:Adam Edwards Sent: Friday, February 24,2017 8:58 AM To: 'Tom Welshinger' Cc:Scott Oberaigner<SOberai�ner@ci.orono.mn.us>; David P. Martini<davidma@bolton-menk.com> Subject: FW: PDF Plans for Ringerwood L1 B2 (701 Dickey Lane) Tom, We've had our consulting engineering firm and the utilities department review the plans. Please find below comments for the sewer and water extension plans. 1. Add valves to either side of the water connection into the exiting main. 2. Add Fire hydrant to new ware main in vicinity of the Northeast street corner. (Fire Code spacing issue) 3. Water main is called out as DIP CL 52 in the notes and C900 on the plans. If C900 is used it should be DR 18. 4. Sanitary sewer service pipe and wye should be SDR 26 not SCH 40. 5. It should be noted on the plans that the connection to the existing manhole should be core drilled and watertight. 6. Tracer wire should be used to ensure that the utilities can be located in the future. 7. Please spec DIP 52 for the hydrant leads. 8. Removal limits should be called out on the plans. 9. If removal limits extend into Dickey Lake Drive, more information is needed on the plan (traffic control,typical section, saw cut notes, etc.). 10. It appears that Willow Drive will be disturbed to connect to the existing utilities. Removal limits and restoration notes need to be shown on the plans. Depending on how much of Willow Drive is disturbed,open cut may still be an option. 11. Traffic control notes need to be provided for Willow Drive. 12. Need a note about sweeping and keeping City streets clean. Please let me know if you have any questions of concerns. Adam From:Adam Edwards [mailto:aedwards@ci.orono.mn.us] Sent:Thursday, February 9, 2017 3:54 PM To: David Martini<davidma@bolton-menk.com> Subject: FW: PDF Plans for Ringerwood L162 (701 Dickey Lane) Dave Can you please have your folks review the design and specs for these extensions by Feb 22. Adam 3 From:Tom Welshinger[mailto:twelshin�er@sathre.com] Sent:Thursday, February 09, 2017 10:49 AM To:Adam Edwards<aedwards@ci.orono.mn.us>; Ethan Kindseth<ekindseth@�onveahomes.com> Cc:Jon Connolly<iconnollv@�onveahomes.com>; Bob Molstad<molstad@sathre.com>; Bryan Voit <Bvoit@sathre.com> Subject: PDF Plans for Ringerwood L1 B2 (701 Dickey Lane) Adam, Attached are the plans and Spec for the Dickey Lane Project. https://aqp.box.com/s/5sxo0z5q�itlqcivpoz5othwlq8n8xq3 Thomas Welshinger, EIT Sathre-Bergquist, Inc. 150 South Broadway Avenue Wayzata, MN 55391 (952)476-6000 This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.svmanteccloud.com This email may be confidential. If you are not the intended recipient,please notify us immediately and delete this copy from your system.Nothing in this email creates a contract for a real estate transaction, and the sender does not have authority to bind a party to a contract via written or verbal communication. 4 Christine Mattson From: Christine Mattson Sent: Monday, February 27, 2017 3:47 PM To: 'Ethan Kindseth' Subject: 701 Dickey Lake Drive/#2017-00146 Attachments: letter.pdf; Escrow Agreement 2017-00146.pdf Ethan, Attached is a copy of the letter and enclosure being mailed today. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono p MN � 55356(physical addressJ PO Box 66 � Crystal Bay � MN � 55323-0066 (mailing addressJ "�" 952.249.4620 I 8 952.249.4616 � cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm 1 g-��O C ITY OF ORONO ,�, � Street Address: Mailing Address: Telephone(952)249-4600 y�, ` 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4676 lq s�,�' Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us kFSHO� February 27, 2017 Ethan Kindseth Gonyea Homes 1000 Boone Ave#400 Golden Valley, MN 55427 Re: Building Permit Application#2017-00146 701 Dickey Lake Drive On February 16, 2017 the City received a building permit application for a 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. I.andscape 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. Any proposed patios, grading, sidewalks, retaining walls shown on the landscape plan should also be reflected on the survey. 2. Proof of Ownership. According to Hennepin County records,the owner of the property is not Gonyea Homes. A sale may have taken place recently and the county records have not been updated. Please provide a copy of the deed to show proof of ownership. 3. Escrow&Escrow Agreement. An escrow agreement was submitted along with a check for$2,250. Permits involving grading and/or review by the Cit�s engineer require submittal of an escrow and an escrow agreement. The purpose of the escrow is to guarantee reimbursement to the City for out-of-pocket costs incurred during the review of your plans. Additionally this escrow will guarantee conformance with City Code Chapter 79 relating to erosion control and stormwater. The required escrow amount for this project is$2,500. An updated escrow agreement is enclosed. Please sign and return with an additional$250. 4. Minnehaha Creek Watershed District(MCWD). Your project may trigger the Minnehaha Creek Watershed District's (MCWDs) permitting requirements; please contact the MCWD directly at 952-471-0590 regarding your project. Please note,the City of Orono will not issue a building permit without a copy of the MCWD permit or documentation stating the proposed project does not trigger any of their permitting requirements. The following are advisory comments: 1. Sewer and Water Permits. Please note the City will not issue the building permit until the sewer and water permits have been submitted and approved. 2. Separate City Permits Required for: a. Swimming Pool(the pool has been redlined on the survey). 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 ORONQ '��c��'� C ristine Mattson Planning Assistant c via email Ethan Kindseth Roger Peitso, Building Official enclosure Christine Mattson From: Adam Edwards Sent: Friday, February 24, 2017 2:07 PM To: Christine Mattson Cc: Roger Peitso;Jeremy Barnhart Subject: RE: 701 Dickey Lake Drive/#2017-00146 Stamped Approved. However we should talk about when this building permit can be issued with respect the sewer line that is required. Adam From:Christine Mattson Sent:Tuesday, February 21, 2017 3:30 PM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject:701 Dickey Lake Drive/#2017-00146 We received a building permit application for a new single family home at 701 Dickey Lake Drive. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN � 55356(physical addressJ PO Box 66 O Crystal Bay � MN � 55323-0066 (mailing addressJ '�' 952.249.4620 I g 952.249.4616 �cmattson@ci.orono.mn.us E � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm 1 �� l-e c-�r r�a� a�2�,� � New �onstruction Energy Code Compliance Certificate � Date Cerfificnte Posted Per R4013 Building Certificate.A building ceRificate shall be posted on or in the electrical distribution panel. ,�/28�,�7 Mailing Address of the Dwelling or Dwelling Unif 701 Dicke Lake Drive Nnme of Residenfial Contractor MN License Nnmber Gon ea Homes 2459 City Plxn ID Orono GH0675 HERMAL ENVEL PE RADON CONTROL SYSTEM o Type:Chec All That Apply X Passive(No Fan) � � a F °' � Active(Wrth fan and monometer or �� `��° _ _ � o �, other system monitoring device) �� w ' � � ca a o c V o b � a � � � � �j � .o � Location(or future Location)of Fan: � 2 > ° ti y ° Q w ie o Insulation Location � ° z ro `° v O �, W = � `o 00 00 �c � � E a� v �v 0 0 � F�- 5 2� w w w w � ce rx Other Please Describe Here Below Entire Slab X Foundation�i'all R-10 X Extenor Perimeter of Slab on Grade X Rim Joist(lst Floor) R-20 X tr,tenor Rim Joist(2nd Floor) R-20 X interior Wall R-20 X Ceiling,ttat R-49 X Ceiling,vaulted R-30 X Bay Windows or cantilevered areas R-30 X Floors over uoconditioned areas R-38 X Describe other insulated areas Building Envelope air Ti htness: Duct s stem air ti htness: Windows 8 Doors Hea�ing or Cooling Ducfs Oufside Condifioned Spaces Average U-Factor(ezcludes skylights and one door)U: 27-.31 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 25-29 R-8 R-value MECHANICALSYSTEMS Make-upAir SelectaType Appliances Heating System Domestic Water Heater Cooling System X Not required per mech.code Fue�Type NAT GAS NAT GAS R-410A Passive Manufacturer B ant Rheem B 2flt Powered Interlocked with exhaust device. Model 912SB48060S17 PROG7575NRH9PV BA13NA036 Describe: Input in 60000 Capaciry in 75 Output in 3 Other,describe: Rating or Size BTUS: Gallons: Tons: AFUE or 92��o SEER or 13 Location of duct or system: Efficiency HSPF% EER HEATLO55 HEATGAIN COOLINGLOAD RESIDENTIAL LOAD CALC 50579 27282 33012 cr�,�s roun uc Mechanicol Ventilation System "metal duct Describe any additio�al or combined heating or cooling systems if installed:(e.g.two fumaces or air Combusfion Air Select a Type source heat pump with gas back-up fumace Not required per mech.code Select Type X Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe: X Energy Recover Ventilator(ERV)Capacity in cfins: Low: 50%=88 High: 100%=176 Location of duct or system: Balanced Ventilation Capcity in CFMS: fUf112C@ fOOfTI Locations of Fans,describe: Cfrn's Capacity continuous ventilation rate in cfins: $3 7 "round duct OR Total ventilation(intermittent+continuous)rate in cfms: 165 "metal duct 709 Dickey Lake Drive Orono Pfingsten Residence HVAC Load Calculations for Gonyea Homes Prepared By: Josh Gray Sabre Heating And A/C 15535 Medina Road Plymouth, Mn 55447 763-473-2267 Saturday,January 28,2017 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. Rhvac'-Residential&Light Commercial HVAC Loads Elite Software Development,inc. � Sabre Plumbing&Heating � 701 Dickey Lake Drive Orono Pfingsten Residence PI mouth MN 55447 Pa e 2 Pro'ect Re ort Generai Pro'ect Information Project Title: 701 Dickey Lake Drive Orono Pfingsten Residence Designed By: Josh Gray Project Date: Friday, January 27, 2017 Client Name: Gonyea Homes Company Name: Sabre Heating And A/C Company Representative: Josh Gray Company Address: 15535 Medina Road Company City: Plymouth, Mn 55447 Company Phone: 763-473-2267 Company Fax: 763-473-8565 Company E-Mail Address: josh.gray@sabreheating.com Desi n Data Reference City: Minneapolis, Minnesota Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains �Bulb Wet Bulb B�L,��1 Rel.Hum � Bulb Difference Winter: -15 -12.38 n/a 30% 72 29.40 Summer: 88 73 50% 50% 75 35 Ch Fi ures Total Building Supply CFM: 1,235 CFM Per Square ft.: 0.298 Square ft. of Room Area: 4,142 Square ft. Per Ton: 1,506 Volume(ft')of Cond. Space: 37,278 Buil in Loads Total Heating Required Including Ventilation Air: 50,579 Btuh 50.579 MBH Total Sensible Gain: 27,282 Btuh 83 % Total Latent Gain: 5,729 Btuh 17 % Total Cooling Required Including Ventilation Air: 33,012 Btuh 2.75 Tons(Based On Sensible+ Latent) Notes . Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufactu�er's performance data at your design conditions. M:\...\701 Dickey Lake Drive Orono PFINGSTEN.rh9 Saturday, January 28, 2017, 11:01 AM Rhvac=Residential 8�Light Commercial HVAC Loads Elite Software Development,Inc. , Sabre Plumbing&Heating 701 Dickey Lake Drive Orono Pfingsten Residence PI mouth MN 55447 Pa e 3 Load Preview Re ort Net R.Z! Sen Lat Net Sen His S�YIS A�', Duct Sr,ope Ton lfon Area Gain, Gain Gain Loss CFM' CFM CFM` Size _._-------- .._ __..---------. ____. ________..--- ----___ ____--___ _--_._----------___---------------- __.__--._ _____.___._�,______;----- Building 2.75 1,506 4,142 27,282 5,729 33,012 50,579 595 1,235 1,235 System 1 2.75 1,506 4,142 27,282 5,729 33,012 50,579 595 1,235 1,235 12x18 Ventilation 816 3,828 4,744 6,128 Humidification 5,122 Zone 1 4,142 26,367 1,901 28,268 39,328 595 1,235 1,235 12x18 1-Lawer Level 2,071 5,030 0 5,030 16,470 249 236 236 3-5 2-Main Level 2,071 21,337 1,901 23,238 22,858 346 1,000 1,000 10� M:\...\701 Dickey Lake Drive Orono PFINGSTEN.rh9 Saturday, January 28, 2017, 11:01 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sabre Plumbing 8�Heating 701 Dickey Lake Drive Orono Pfingsten Residence PI mouth MN 55447 Pa e 4 TotalBuildin Summa Loads Component Area Sen Lat Sen Total Descri tion Quan Loss Gain Gain Gain LOW EE: Glazing-Builder Grade Low E Windows& 391.3 10,896 0 10,522 10,522 Sliding Door.32 U value .30 SHGC, u-value 0.32, SHGC 0.3 11 J: Door-Metal-Fiberglass Core 37.8 1,972 0 544 544 15A-10sffc-8: Wall-Basement, concrete block wall, R-10 1287 5,109 0 114 114 foam board to floor, no framing, no interior finish, filled core, 8'floor depth R-20 12F-Osw: Wall-Frame, Custom, no board insulation, 1919.9 11,024 0 1,685 1,685 siding finish,wood studs RJ R20 Closed Cell: Wall-Frame, Custom, Spray Foam R- 303 1,318 0 234 234 20 R49- 16B-49: Roof/Ceiling-Under Attic with Insulation on 2071 4,144 0 2,286 2,286 Attic Floor(also use for Knee Walls and Partition Ceilings), Custom, R49 Blown Insulation-vented attic, asphalt shingles 21A-20-c: Floor-Basement, Concrete slab, any thickness, 2071 4,865 0 0 0 2 or more feet below grade, no insulation below floor, carpet coveringi_shortest_side of floor slab is 20'wide _ -- ---__ __..__... _--- ___..._ ____ --_ ___ __ --- _ ._----_ _..__- _ Subtotals for structure: 39,328 0 15,385 15,385 People: 5 1,000 1,150 2,150 Equipment: 901 4,116 5,017 Lighting: 750 2,558 2,558 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 165, Summer CFM: 165 6,128 3,828 916 4,744 Humidification (Winter) 13.97 gal/day : 5,122 0 0 0 AED Excursion _._ .__. _ ......_.. _ _ _ _ __ _ _ _ ....._.. _0 _ 0 3�158 _ _3.,�_58. _ __ . Total Building Load Totals: 50,579 5,729 27,282 33,012 Chedc Fi ures Total Building Supply CFM: 1,235 CFM Per Square ft.: 0.298 Square ft. of Room Area: 4,142 Square ft. Per Ton: 1,506 Volume (ft)of Cond. Space: 37,278 Buildin Loads Total Heating Required Including Ventilation Air: 50,579 Btuh 50.579 MBH Total Sensible Gain: 27,282 Btuh 83 % Total Latent Gain: 5,729 Btuh 17 % Total Cooling Required Including Ventilation Air: 33,012 Btuh 2.75 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. M:\...\701 Dickey Lake Drive Orono PFINGSTEN.rh9 Saturday, January 28, 2017, 11:01 AM Directions-In order to determine the makeup air,Table 501.4.1 must be filled out(see below).For most new installations,column A will be appropriate,however,if atmospherically vented appliances or solid fuel appliances are installed,use the appropriate calumn. Please note,'rf the makeup air quantity is negative,no additional makeup air will be required for ventilation,if the value is positive refer to Table 501.4Z and size the opening.Tronsfer the tfm,size of opening and type(round,rectangular,Flex or rigid)to the last line of section D. Table 501.4.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be re uired for combustion a liances,see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Mukiple atmospherical- vent or dired vent ap-pliances assisted appiiances and power gas or oil appliance or one solid ly vented gas or oil appliances or no combus-tion appliantes vent or direct vent appliances fuel appliance or solid fuel appliances Column D Cotumn A Column B Column C 1• 0.15 0.09 0.06 0.03 a)pressure faRor (cfm/s� b)conditioned floor area(sf)(including 4142 unfinished basements) Estimated House Infiltrotion(cfm):[la 621 x lb] 2.Exhaust Capacity a)continuous exhaust-only ventilation system E RV = 0 � (cfm);(not appliwble to ba-lanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)80%of largest exhaust reting(cfm); Kkchen hood typicalty `L(}O (not applicable if recirculating system or if powered makeup air is elecVically interlocked d)80%ofnextlargestexhaustrating NOt �cfm);bath fan typically Applicable (not applicable if recirculating system or if powered makeup air is electriwlly interlxked ToWI Exhaust Capacity�cfm); 375 [2a+2b+2c+Zd] 3.Makeup Air Quantity(cfm) 375 a)total exhaust wpacity(from above) b)estimated house infiltrotion(from 621 above) Makeup Air Quantity(cfm); [3a-3b� -246 ('rfvalue is negative,no makeup air is needed) 4.For makeup Air Opening Sizing,refer toTable501.41 NOT REQ. A.Use this column if there are other than fan-assisted or atmospherically vented gas or oii appliance or if there are no tombustion appliances.(Power vent and direct vent appliances may be used.) e.Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may also be included.) C.Use this column if there is one atmosphericalty vented�other than famassisted)gas or oil appliance per venting system or one solid fuel appliance. D.Use this column if there are mukiple atmospherically vented gas or oil appliances using a common vent or if there are atmospheriwlty vented gas or oil appliances and solid fule appliances. � Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units One or multiple power One or multiple fan- One atmospherically vented Mu�tiple atmospherically Duct di- vent,direct vent ap- assisted appliances and gas or oil ap- vented gas or oil ap- ameter pliances,or no combus- power vent or direa vent piiance or one solid fuel pliances or solid fuel tion appliances appliances Column B appliance appliances Passiveopening 1-36 1-22 1-15 1-9 3 Passive opening 37—66 23—41 16—28 SO—17 4 Passive opening 67—109 42—66 29—46 18—2g 5 Passive opening 110-163 67—100 47—69 29—42 6 Passiveo enin 164-232 101-143 70-99 43-61 7 Passiveo enin 233-317 144-195 100-135 62-83 g Passive opening 318—419 196—258 136—179 84—110 9 w motoriz d dam er Passive opening 420—539 259—332 180—230 111-142 10 w motorized dam er Passiveopening 540-679 333-419 231-290 143-179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A.An equivalent length of 100 feet of round smooth metal duct is assumed.Subtrad 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of sVaight duct allowable. B.If flexible dud is used,increase the duct diameter by one inch.Flexibie duct shall be stretched with minimal sags.Compressed duct shall not be accepted. C.Barometric dampers are prohibited in passive makeup air openings when any atmosphericaily vented appliance is installed. D.Powered makeup air shall be electrically interlocked with the largest exhaust system. Combustion air Not required per mechanical code(No atmospheric or power vented appliances) � Passive(see IFGC Appendix E,Worksheet E-1) Size and type 6"Rid ed T�Flex Other,describe: Explanation-If no atmospheric or power vented appliances are installed,check the appropriate box,not required.If a power vented or atmospherically vented appliance installed,use IFGC Appendix E,Worksheet E-1(see below).Please enter size and type.Combustion air vent supplies must communicate with the appiiance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. , � Directions-The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening,is called the Known Air Infiltration Rate Method.For new construction,4b of step 4 is required to be filled out. IFGC Appendix E,Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace,Boiler,and/or Water Heater in the Same Space) Step i:Complete vented combustion appliance information. Furnace/Boiler: 60000 reft Hood �an Assisted �irect Vent Input: Btu/hr or Power Vent water Heater: 75000 raft Hood �Fan Assisted �Direct Vent Input: Btu/hr or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: 704 ft3 LxWxH 11 L B�W�H Step 3:Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table E-i for use with Method 4b(KAIR Method).If the year of construction or ACH is not known,use method 4a(Standard Method). Step 4:Determine Required Volume for Combustion Air.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: ft3 Volume(TRV) If CAS Volume(from Step 2)is gre a t er th a n TRV then no outdoor openings are needed. If CAS Volume(from Step 2)Js less th an TRV then go to S7EP 5. 4b.Known Air Infiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of ail fan-assisted and power vent appliances Input: 750� Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 5625 ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draft appliances Input: O Btu/hr Use Natural dreft Appliances column in Table E-1 to find RVNFA: � ftn Required Volume Natural draft appliances(RVNDA) Totai Re uired Volume TRV =RVFA+RVNDA TR�- 5625 + 0 _ 5625 TRV ft3 Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)dl vlded by TRV(from Step 4a or Step 4b) Ratio= 704 � 5625 = 0.13 Step 6:Calculate Reduction Factor(RF). RF=lminus Ratio RF=1- 0.13 = 0.�7 Step 7:Calculate single outdoor opening as if ali combustion air is from outside. 75�� Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): G 25.00 Total Btu/hr d i vl d ed by 3000 Btu/hr per inx CAOA= 7�1000 �3000 Btu/hr per inz= inz Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multJplfed by RF Minimum CAOA= Z.J.�� x Q.87 = 21 .07 ��2 Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 m ultiplied by the sq u are root of Minimum CAOA CAOD=1.13 V Minimum CAOA= 5'28 in.diameter go up one inch in size if using flex duct i If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. . IFGC Appendix E,Table E-1 Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Draft 1994 to present Pre-1994 1994 to present Pre-1994 5 000 250 375 188 525 263 10 000 500 750 375 1050 525 15 000 750 1 125 563 1575 788 20 000 1000 1500 750 2100 1050 25 000 1250 1875 938 2 625 1313 30 000 1500 2 250 1 125 3 150 1575 35 000 1750 2 625 1313 3 675 1838 40 000 2 000 3 000 1500 4 200 2 100 45 000 2 250 3 375 1688 4 725 2 363 50 000 2 500 3 750 1675 5 250 2 625 55 000 2 750 4 125 2 063 5 775 2 888 60 000 3 000 4 500 2 250 6 300 3 150 65 000 3 250 4 875 2 438 6 825 3 413 70 000 3 500 5 250 2 625 7 350 3 675 75 000 3 750 5 625 2 813 7 875 3 938 80 000 4 000 6 000 3 000 8 400 4 200 85 000 4 250 6 375 3 188 8 925 4 463 90 000 4 500 6 750 3 375 9 450 4 725 95 000 4 750 7 125 3 563 9 975 4 988 100 000 S 000 7 500 3 750 10 500 5 250 105 000 5 250 7 875 3 938 11025 5 513 130 000 5 500 8 250 4 125 11550 5 775 115 000 5 Z50 8.625 4 313 12 075 6 038 120 000 6 000 9 000 4 500 12 600 6 300 125 000 6 250 9 375 4 688 13 125 6 563 130 000 6 500 9 750 4 875 13 650 6 825 135 000 6 750 10 125 5 063 14175 7 088 140 000 7 000 10 500 5 250 14 700 7 350 145 000 7 250 10 875 5 438 15 225 7 613 150 000 7 500 il 250 5 625 15 750 7 875 155 000 7 750 11 625 5 813 16 275 8 138 160 000 8 000 12 000 6 000 16 800 8 400 165 000 8 250 12 375 6188 17 325 8 663 170 000 8 500 12 750 6 375 17 850 8 925 175 000 8 750 13 125 6 563 18 375 9 188 180 000 9 000 13 500 6 750 18 900 9 450 185 000 9 250 13 875 6 938 19 425 9 713 190 000 9 500 14 250 7 125 19 950 9 975 195 000 9 750 14 625 7 313 20 475 10 238 200 000 10 000 15 000 7 500 21000 10 500 205 000 10 250 15 375 7 688 21525 10 783 210 000 30 500 15 750 7 875 22 050 11025 215 000 10 750 16 125 8 063 22 575 11 288 220 000 11000 16 500 8 250 23 100 11550 225 000 11 250 16 875 8 438 23 625 11813 230 000 11500 17 250 8 625 24150 12 075 1.The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The default KAIR used in this section of the table is 0.20 ACH. 2.This sedion of the table is to be used for dwellings construded prior to 1994.The default KAIR used in this section of the table is 0.40 ACH. Tree# Species DBH Condition Stems XCOORD YCOORD 1 Oak, bur 36.5 Good 1 448467.206101 173230.636904 2 Ash,green 6.5 Fair 1 448469.097873 173217.880265 3 Basswood 6.0 Fair 1 448457.771430 173203.406034 4 Basswood 18.0 Fair 2 448446.340029 173216.278720 5 Basswood 18.0 Fair 2 448441.806222 173207.938741 6 Basswood 8.5 Good 1 448443.681144 173203.487782 7 Ash,green 8.0 Good 1 448436.403634 173194.598101 8 Redcedar 2.5 Good 1 448420.898206 173188.102753 9 Basswood 32.0 Fair 4 448426.573570 173199.376230 10 Basswood 12.0 Good 2 448419.148837 173200.407435 11 Basswood 16.0 Fair 2 448434.405014 173221.161279 12 Ash,green 9.0 Good 1 448441.968087 173224.102788 13 Basswood 6.0 Fair 1 448430.989024 173222.589273 14 Hickory, bitternut 6.5 Good 1 448403.626828 173228.344993 15 Basswood 11.0 Fair 1 448386.375647 173220.838499 16 Ash,green 6.5 Good 1 448385.495303 173223.870563 17 Basswood 9.0 Good 2 448357.607940 173226.231499 18 Ash,green 6.0 Good 1 448352.908449 173224.166867 19 Basswood 6.0 Good 1 448342.609897 173228.186360 20 Basswood 6.0 Good 1 448335.370734 173237.493622 21 Oak, red 9.0 Good 1 448320.219374 173226.873514 22 Basswood 7.0 Good 1 448335.343930 173209.239738 23 Ash,green 6.5 Good 1 448332.000371 173205.528544 24 Oak, red 11.5 Good 1 448317.945254 173213.548184 25 Oak, red 16.5 Good 1 448312.457501 173211.086117 26 Ash,green 9.0 Good 1 448307.706309 173214.663849 27 Oak, red 9.0 Good 1 448297.291518 173217.913998 28 Oak, red 15.0 Excellent 1 448291.375668 173226.532930 29 Ash,green 6.5 Good 1 448290.337761 173240.387126 30 Hickory, bitternut 8.5 Good 1 448276.222161 173239.869755 31 Oak, red 8.5 Good 1 448271.603923 173238.813623 32 Basswood 9.5 Good 1 448272.156191 173233.550074 33 Basswood 13.5 Good 2 448282.999267 173219.589745 34 Ash,green 8.5 Good 1 448281.450516 173213.433907 35 Basswood 7.0 Good 1 448281.961951 173209.504667 36 Cottonwood 12.0 Good 1 448272.966743 173178.681270 37 Cottonwood 7.5 Fair 1 448253.647232 173166.910787 38 Basswood 7.0 Fair 2 448258.446094 173193.209463 39 Ash,green 6.0 Good 1 448260.355303 173194.074877 40 Basswood 28.5 Good 4 448274.822969 173197.422126 41 Basswood 7.5 Good 1 448271.918020 173197.090011 42 Basswood 8.0 Excellent 1 448275.195582 173203.293034 43 Basswood 7.5 Fair 1 448269.930310 173206.992140 44 Ash,green 9.0 Good 1 448258.580278 173241.251858 45 Ash,green 8.0 Good 1 448253.345103 173243.687584 46 Basswood 10.0 Good 1 448250.007683 173242.146084 47 Elm, red 6.0 Good 1 448248.763093 173235.065083 48 Ash,green 9.5 Good 1 448247.314889 173230.223154 49 Basswood 23.0 Fair 2 448246.243918 173209.715378 50 Basswood 6.0 Fair 1 448230.881150 173196.080038 51 Basswood 6.5 Good 1 448222.818071 173201.997389 52 Basswood 7.5 Good 1 448225.981856 173203.594716 53 Basswood 8.0 Good 1 448227.897034 173202.458171 54 Basswood 10.5 Fair 2 448236.252485 173206.665385 55 Basswood 6.0 Good 1 448239.443858 173211.373164 56 Basswood 12.0 Good 2 448235.500284 173216.614703 57 Oak, red 14.0 Excellent 1 448226.013042 173215.726278 58 Ash,green 7.0 Good 1 448228.862054 173231.037463 59 Basswood 10.0 Good 1 448229.258732 173233.463540 60 Basswood 8.0 Fair 2 448234.769713 173238.727916 61 Basswood 6.5 Good 1 448224.137408 173239.306778 62 Ash,green 7.0 Good 1 448220.602392 173241.072881 63 Ash,green 7.5 Good 1 448220.696710 173241.810296 64 Basswood 9.0 Good 1 448214.636030 173239.586699 65 Basswood 6.0 Good 1 448203.935186 173244.101720 66 Basswood 9.0 Good 1 448208.011179 173236.756190 67 Oak, red 7.0 Good 1 448211.994247 173209.251315 68 Basswood 6.5 Good 1 448216.064311 173204.883840 69 Basswood 13.0 Fair 2 448212.884844 173200.488090 70 Basswood 8.5 Fair 1 448209.720493 173198.390145 71 Cottonwood 17.0 Good 1 448208.811798 173162.314872 72 Oak, red 11.5 Good 1 448200.527868 173205.638808 73 Oak, red 7.5 Good 1 448205.191174 173205.558311 74 Oak, red 10.0 Excellent 1 448189.054266 173202.159007 75 Oak, red 17.5 Good 1 448183.188362 173228.267983 76 Basswood 9.5 Excellent 1 448183.151655 173230.681821 77 Basswood 10.0 Good 1 448187.587791 173232.673383 78 Oak, red 6.5 Good 1 448192.463051 173238.589457 79 Basswood 8.0 Fair 1 448155.966493 173249.345658 80 Basswood 6.5 Good 1 448154.565083 173243.962461 81 Ash,green 12.5 Good 1 448113.065635 173235.882349 82 Basswood 10.0 Fair 2 448123.661725 173230.950961 83 Basswood 10.5 Good 1 448133.668785 173227.244339 84 Basswood 7.0 Good 1 448144.569741 173225.415028 85 Basswood 7.5 Good 1 448159.809956 173229.557100 86 Oak, red 14.5 Exceilent 1 448164.734279 173218.138068 87 Oak, red 12.5 Good 1 448164.500910 173213.310662 88 Ash,green 7.0 Good 1 448165.378096 173199.219549 89 Basswood 7.0 Good 1 448159.086918 173187.438210 90 Basswood 11.5 Good 2 448157.478555 173191.136201 91 Basswood 15.0 Fair 2 448148.373567 173206.078797 92 Basswood 6.5 Good 1 448152.667289 173215.430724 93 Basswood 6.0 Good 1 448150.729584 173215.045778 94 Basswood 6.5 Good 1 448145.025560 173210.170730 95 Basswood 8.0 Good 1 448132.789966 173214.670644 96 Maple,sugar 20.0 Fair 1 448117.783927 173209.235005 97 Maple, sugar 29.0 Fair 1 448121.690302 173186.882895 98 Mapie, sugar 25.0 Good 1 448129.440050 173186.185913 99 Redcedar 4.0 Good 1 448168.767763 173157.592147 100 Pine,Austrian 2.5 Good 1 448164.812431 173151.507293 101 Redcedar 4.0 Good 1 448128.863645 173134.350049 102 Redcedar 2.0 Good 1 448115.Q60961 173141.749783 103 Ash,green 9.0 Good 1 448117.050558 173120.876690 104 Basswood 32.0 Fair 3 448129.178099 173098.916769 105 Pine,Austrian 16.5 Poor 1 448127.156634 173081.098809 106 Pine,Austrian 14.5 Poor 1 448126.697598 173069.307707 107 Pine,Austrian 15.0 Very Poor 1 448130.728098 173058.299862 108 Pine,Austrian 12.0 Very Poor 1 448147.736801 173041.837697 109 Pine,Austrian 11.0 Very Poor 1 448154.686049 173048.290702 110 Ash,green 11.0 Good 1 448161.656408 173029.918661 111 Ash,green 23.5 Good 2 448178.084784 173034.827890 112 Ash,green 6.0 Fair 1 448149.087575 173091.100989 113 Willow 11.5 Good 1 448191.524209 173045.331981 114 Willow 9.5 Good 1 448200.292043 173058.788718 115 Willow 11.5 Good 1 448202.511416 173055.535071 116 Willow 9.0 Good 1 448207.259171 173053.202022 117 Willow 10.5 Good 1 448205.681179 173045.580792 118 Willow 9.0 Good 1 448200.879339 173047.710063 119 Willow 6.5 Fair 1 448199.575936 173033.083718 120 Cottonwood 15.0 Good 1 448205.321361 173038.324312 121 Ash,green � 15.0 Fair 1 448208.932276 173022.409016 122 Willow 8.5 Good 1 448215.497691 173039.235434 123 Willow 7.5 Good 1 448214.601343 173043.870053 124 Willow 7.0 Good 1 448219.736253 173051.480573 125 Willow 7.0 Good 1 448225.224672 173054.573483 126 Cottonwood 6.5 Good 1 448233.603995 173053.003150 127 Willow 7.0 Good 1 448228.180433 173057.720759 128 Willow 7.5 Good 1 448223.501476 173063.495246 129 Willow 7.5 Good 1 448215.123606 173064.517028 130 Willow 7.5 Good 1 448217.217228 173065.232593 131 Willow 7.0 Good 1 448220.645811 173064.995017 132 Willow 7.5 Good 1 448238.459533 173082.819965 133 Willow 6.5 Good 1 448231.955245 173083.515134 134 Willow 8.5 Good 1 448247.236824 173076.023033 135 Willow 8.5 Good 1 448236.882577 173065.513797 136 Willow 7.0 Good 1 448244.858050 173057.246385 137 Cottonwood 9.0 Good 1 448253.202752 173056.179322 138 Cottonwood 6.5 Good 1 448242.409448 173046.604292 139 Willow 8.0 Good 1 448235.933929 173041.462520 140 Willow 11.5 Good 1 448231.855923 173032.734153 141 Willow 9.5 Good 1 448232.336673 173026.712977 142 Ash,green 16.0 Good 2 448238.912816 173016.574767 143 Cottonwood 16.5 Good 1 448255.474344 173008.771813 144 Willow 8.0 Good 1 448244.336483 173025.633441 145 Willow 6.5 Good 1 448247.148456 173038.076673 146 Cottonwood 9.0 Good 1 448248.898047 173041.675008 147 Locust, black 16.0 Fair 1 448258.740642 173022.014977 148 Ash,green 11.0 Good 1 448265.246136 173014.841214 149 Locust, black 10.0 Fair 1 448272.453029 173017.455989 150 Pine,Scots 6.5 Poor 1 448276.780539 173025.711159 151 Willow 8.0 Good 1 448264.574244 173031.159241 152 Cottonwood 8.5 Good 1 448268.584482 173042.137592 153 Cottonwood 10.5 Good 1 448266.586829 173042.833073 154 Cottonwood 12.5 Good 1 448275.260316 173057.743999 155 Ash,green 9.0 Good 1 448301.102403 173116.351662 156 Redcedar 7.0 Good 1 448307.759165 173132.053941 157 Ash,green 10.0 Good 1 448347.511820 173122.558963 158 Ash,green 10.5 Good 1 448323.099300 173081.237018 159 Ash,green 11.0 Good 1 448323.433295 173074.828695 160 Ash,green 18.0 Good 2 448323.310306 173064.267761 161 Ash,green 9.0 Good 1 448295.951558 173056.972477 162 Ash,green 22.0 Fair 3 448298.438088 173052.833423 163 Ash,green 17.0 Fair 2 448302.247577 173059.401720 164 Pine,Scots 10.0 Fair 1 448289.501356 173034.885939 165 Pine,Scots 8.0 Poor 1 448295.787816 173020.669470 166 Ash,green 8.5 Good 3 448286.249266 173006.709191 167 Redcedar 3.5 Good 1 448297.891844 173008.669578 168 Ash,green 10.0 Good 1 448308.836485 173009.785469 169 Redcedar 4.5 Good 1 448310.833079 173010.815866 170 Ash,green 6.0 Good 1 448310.552465 173028.465615 171 Spruce,white 5.0 Good 1 448334.892917 173007.475167 172 Ash,green 6.5 Good 1 448344.106521 173038.706932 173 Ash,green 8.5 Good 1 448356.148875 173044.306597 174 Elm,American 11.5 Good 1 448370.317924 173125.997667 175 Ash,green 9.5 Good 1 448387.692860 173101.301458 176 Ash,green 6.0 Good 1 448390.237937 173071.906968 177 Ash,green 7.0 Good 1 448384.344767 173067.761157 178 Boxelder 9.5 Good 1 448367.254831 173052.565850 179 Cottonwood 17.5 Good 1 448371.899074 173035.306335 180 Cottonwood 8.5 Good 1 448367.302315 173032.044984 181 Cottonwood 23.0 Good 1 448362.631114 173017.149583 182 Ash,green 12.0 Good 1 448359.041649 172998.497141 183 Redcedar 4.5 Good 1 448365.307186 172992.218739 184 Spruce, blue 6.0 Fair 1 448384.860510 172992.457215 185 Ash,green 11.5 Good 1 448392.025091 172991.083692 186 Maple, silver 10.5 Good 1 448417.299712 172983.766138 187 Spruce,white 4.0 Good 1 448426.922484 172981.540962 188 Boxelder 8.5 Fair 1 448381.439839 173021.504837 189 Cottonwood 24.0 Good 1 448389.326760 173044.493257 190 Boxelder 8.5 Fair 1 448415.322979 173034.671335 191 Ash,green 8.0 Good 1 448415.083636 173065.360019 192 Ash,green 14.0 Good 2 448404.090911 173079.353869 193 Ash,green 7.0 Good 1 448405.747635 173081.383564 194 Ash,green 11.0 Good 1 448413.156230 173080.465932 195 Ash,green 8.0 Good 1 448431.387805 173071.193232 196 Ash,green 9.5 Good 1 448429.225295 173074.144890 197 Redcedar 4.5 Good 1 448427.283536 173089.876364 198 Ash,green 9.0 Good 1 448440.641653 173092.178898 199 Redcedar 12.5 Good 3 448424.935641 173157.017718 200 Cottonwood 18.0 Good 1 448436.618848 173153.300027 201 Cottonwood 9.5 Good 1 448473.521297 173174.478721 202 Cottonwood 14.5 Good 1 448475.216893 173180.019218 203 Cottonwood 13.0 Good 1 448477.242950 173183.090245 204 Cottonwood 17.5 Good 1 448480.985407 173182.473082 205 Ash,green 6.0 Good 1 448483.758842 173189.977283 206 Ash,green 6.5 Fair 2 448497.424155 173213.407550 207 Cottonwood 7.0 Good 1 448513.375106 173189.490470 208 Ash,green 7.0 Good 1 448524.520756 173203.610075 209 Cottonwood 18.0 Good 1 448522.773201 173176.028078 210 Cottonwood 16.0 Good 1 448510.322768 173159.699748 211 Elm,American 7.5 Good 1 448505.249120 173166.382339 212 Cottonwood 19.0 Good 1 448494.517704 173178.268296 213 Cottonwood 13.0 Good 1 448480.091231 173171.786459 214 Cottonwood 13.5 Good 1 448484.813474 173169.100968 215 Cottonwood 10.0 Good 1 448480.737000 173156.235927 216 Ash,green 6.0 Good 1 448456.421427 173146.033556 217 Ash,green 10.5 Good 1 448460.018386 173132.205892 218 Redcedar 3.5 Good 1 448474.143635 173138.638929 219 Ash,green 7.5 Good 1 448525.724681 173118.044929 220 Ash,green 8.0 Good 1 448515.616520 173110.952864 221 Ash,green 7.0 Good 1 448498.398498 173117.901482 222 Cottonwood 15.0 Good 1 448477.336064 173101.308511 223 Cottonwood 25.0 Good 1 448480.497857 173095.663907 224 Ash,green 8.5 Good 1 448498.533796 173083.926100 225 Ash,green 9.0 Good 1 448517.451784 173066.905321 226 Ash,green 6.5 Good 1 448523.633922 173059.228446 227 Ash,green 6.5 Good 1 448501.056053 173066.153863 228 Ash,green 15.5 Good 2 448478.350928 173070.335644 229 Ash,green 16.0 Fair 2 448473.907934 173073.744121 230 Ash,green 8.0 Good 1 448466.501731 173064.937596 231 Boxelder 10.0 Good 1 448448.616606 173053.278770 232 Boxelder 15.0 Poor 1 448441.478074 173038.791616 233 Boxelder 15.0 Good 1 448450.291973 173032.467268 234 Ash,green 9.0 Good 1 448465.900093 173044.148507 235 Boxelder 6.5 Fair 1 448464.401880 173028.860608 236 Ash,green 6.0 Good 1 448467.676219 173022.129561 237 Ash,green 7.5 Good 1 448495.494465 173046.953336 238 Ash,green 6.0 Good 1 448524.525359 173043.317959 239 Ash,green 9.5 Good 2 448501.624169 173036.482272 240 Ash,green 7.0 Fair 1 448502.258581 173034.584585 241 Ash,green 6.0 Fair 1 448500.116160 173034.894509 242 Boxelder 16.5 Fair 1 448485.323018 173012.578499 243 Boxelder 11.5 Good 1 448473.578775 172988.431092 244 Boxelder 9.5 Poor 1 448470.849701 172989.134631 245 Boxelder 9.5 Good 1 448461.358959 172978.558341 246 Ash,green 15.5 Good 1 448441.545687 172975.844658 247 Ash,green 9.0 Fair 1 448453.978566 172969.828935 248 Ash,green 12.5 Good 1 448463.711876 172965.173510 249 Ash,green 12.5 Good 1 448477.449629 172960.754974 250 Boxelder 8.5 Good 1 448486.928992 172976.235345 251 Boxeider 13.5 Good 1 448485.209510 172980.633149 252 Ash,green 12.0 Good 1 448495.181268 172975.676644 253 Ash,green 13.5 Good 1 448517.697690 172962.509371 254 Ash,green 14.5 Good 1 448512.790566 172948.261617 � �Voigt & Associates, Inc. ' STRUCTURAL ENGINEERING SERVICES 4635 NICOLS RD. SUITE 204 EAGAN,MN 55122 - PH. (651)686-7727 FAX. (651)686-8444 Michael Karn + �� February 3,2017 Gonyea Homes 1000 Boone Avenue North, Suite 400 Golden Valley,MN 55427 763-432-4511 michael @gonyeacompanies.com RE: PfinEsten Residence at 701 Dickev Lake Drive Orono MN 55356 Dear Mr. Karn: Per your request,I examined the main level right elevation garage wall of the house plan for the address above for compliance with the 2015 Minnesota State Building Code(2012 IRC w/Minnesota amendments)bracing requirements. Your plan notes that you will be sheathing the entire exterior of the building with OSB permitting the use of Table R602.10.4 Continuous Sheathing Methods,CS-WSP and CS-PFH. The attached sheet,BP1,indicates the locations of braced wall segments for the right elevation of the main level of this house and the location of portal frames. See Detail S 1. Additionally,per your request,I examined the tall wall condition at the left elevation stairwell wall on the plan you sent to me for the home at the above address. See Detail T1. A basic assumption of IRC bracing is that the rest of the structure is properly constructed and connected per the appropriate section of the code. Please note IRC Figures R602.10.8(1)and R602.10.8(2)Braced Wall Panel ...to Floor/Ceiling Framing connection requirements for the continuous method(attached). The information and opinions contained herein are based upon the limited investigation described at the beginning of this report.No warranties are expressed or implied regarding the existence of other unknown conditions not specifically addressed.Our work is in accordance with generally accepted engineering standards and is not intended to be relied upon or transferred to individuals other than the addressee. Should information or conditions become known which differ from the discussion herein,they may alter the opinions or conclusions of the undersigned. Please call if you have any questions. Sincerely, P�. � � . I Hereby Certify That This Plan, Specification,Or Report Was Prepared By Me Or Under My Direct Supervision And That I Am A Duly Licensed Engineer Under The Laws Of The State Of Minnesota. Paul W.Voigt Date 2/3/17 License Number 20705 EXTENT �' HEADER VITH DOUBI.E P�tTAL FRAlES CTVO BRACED VALL PAI�I.� MIWMIM P PLY �12 q' X 11-L47 HEADER - pER pLpN FASTEN SFIEATHING TO HEADER VITH 8d CDlO�1 NAILS IN 3' CRID PATTERN AS SFWN AND 3' O.C. IN I�L FRAMING CSTl1DS AND sius� c�rra �R To ,�►ac sTua srw►� aN BarH smEs � a�w►� �POSITE SIDE � SHEATHING - USE SAPSaI MSTC28 at E�IAt. t�IND�1M DaJBLE 2x4 FRIWING COVERED V/ MIN. 3/B' � TFIICK VOOD STRUCTIAtAL PANEL SF�ATFQNG V/ 8d � 6. CO�MON Qt GALVANIZED BN( NAiLS AT 3' 6C. IN ALL ao � � FRNQNG fSTUDS. BLOf�CAiG. AND SALS> TYR 6� � � IS iW TYPICAL PORTAL � K C�ON�STRUCTION IF �. PANEL SPLICE EDGES SHALL O�UR OVER � � AWD � NA1Lm TO C�N HLOCKING VITHIN lQDDLE 24' OF VALL MID-IEIGHT. DE ROV � 3' aC. NAILING IS REGUIRED IN EACH PAi�EL EDGE 1B' */- FIPQSFfD VIDTH � � FQt D�LE P�tTAL I�L C?J 4E00 LH STRAP-TYPE F�D-DOVNS (EMBEDDED IWTO dt E�OUAL MID NAILED INTO FRIWIND IISE SIIPSON F�W •r .�. . �. ' . ... : .. � r .�' � • C,I.Pi +�. • ' :d:v�• . ��• . • . . . . .. . � . C� IN INTO C.I.P. f�NJ� (� CORES FILLED V/ M4 tm� cv sie�r Nc s� E0. C�tE STA F�C TNlm V/ 2'�@'x3/16• PLATE VASFER �TH SIDES • • � � •" '' �� a � � ° ' .� � " � �'•• I henby ca�ftfy that thts plan, apectflcatlon or nport was proporod by me or und�r my dtncl supervtston and that I am a duly Ilcensed a�rsioe�cv�noN Profesatonal Enginser under ths laws of ths Stats of Minnssoto. �DOUBLE ENDED PORTAL FRAME AT 18' GARAGE DOOR � • No acu� S pna ro PAUL W. VOIGT 2/3/2017 20705 Dats Rs tstration Number Voigt & Associates, Inc. PFINGSTEN RESIDENCE /GONYEA HOMES c 1 STR UCTURAL ENGINEERING SER i�ICES t7 4635 NICOLS RD. SUITE 204 701 DICKEY LAKE DRIVE,ORONO,MN 55356 1 OF' 1 EAGAN,MN 55122 PROJ.#: 2017.XXX REVISIONS: PH.(651)686-7727 FAX.(651)686-8444 DRpWN BY: RNS DATE: 2/3!17 ROOF TRUSSES �ABOVE N07E: TALL WALL HAS NOT BEEN DESIGNED TO ACCOMODATE GIRDER TRUSS BEARING _ `�i o� � : 0 U �� .. o� � � • o aE �SE� « � z' a � � ,,o � � . ,_ o w a�'� . W w ' �� x LL � aEv; � � � N £�o . • 3 J � � =p�C� d � �aC � � "' = CW C � n � �I �aw oc� � 1 ;S w O � O J G p J OOa�� C O t a7 � O - C a d N O � � HEADER - SEE O � ~ (2) 2X6 KING = S7UDS-LAMINAlE KiNGS � TO TRIMYERS WITH W 3'X.131' NAILS 3' OC = STAGGERED U GH P EN I N = 3 ��) � TRIMMER 2X6 SNDS O 16' � � SIMPSON A35 = FRAMING ANGLES U AS SHOWN � INFlLL S7UDS Q SHOWN TO DEPICT DESIGN CONCEPT w ONLY. NUM�R MAY � � VARY. . � TALL WALL ELEVATION AT STAIRWELL NO SCALE Voigt & Associates, Inc. PFINGSTEN RESIDENCE GONYEA �1 STRUCTURAL ENGINEERING SERVICES 4635 NICOLS RD. SUITE 204 701 DICKEY LAKE DRIVE,ORONO,MN 55356 � OF 1 EAGAN,MN 55122 PROJ.#: 2017.xxx REVISIONS: PH.(651)686-7727 FAX.(651)686-8444 D��BI,: �S DATE: 2/3/20 f 7 wau coasraucr�oN �COMTiNU�US RIM �U�L HE�GHT BLpCKtNG —� OR BJ�WD J015T Cdt�i7TINU0U5 ALONG i.ENGTM� Oh E3{2r1GEt3 Y'/Al,t,AANEI PERPFNCN�IJ(.,4l2 FRAMIi�G . �-8tf[t�fi"O C.1#Lt�t�{3 �Stl�ti"U.0 ALONG BRACED�VALL PANEL ' BRACED WA�1,PANE� O (?RACL'p WALL PAMEL f3RAGED 1NALL PANEL f--3-16d�16"0 G AL03�fU -3-1Fid e,s 16"a.0 ALONG BRAGE�7 WAtI PANEL �3RAC€[�4'J.AI_l PANE� PERPENL3�IGUiAR �'f�AMI{+!G C4NTINEIOUS RIPA f'UL�1iEIGHT SLOCKING� OR f3AN(3.10IST CONTIhtUOUS ALONG LENGTH OF BRACED WAtL PANE� Fta 51: 1 inch-2:i.4 mm. FIGUI2E R6ffl.70.$(1� BRACED WALL PANEL CONNECTION WHEN PERP�lYDICULAR TO fLQQRlCEIl,MiG FRAIMMNG CONTINUdliS RI�A 4R ADDI'fICW�IL FRAAAIt�G FULL NEIGHT BLOCKING END JO15T N!E�BER QIRECTLY ABOVF ��tti'0 C ALQNG � _ BRACEO WALL PAPJEL BRAGED�rVALL PANEL � � -- � ' 8a(�6`O G ALGNG ��V�C AL4NG `-IUE NAII 3-8d $?i�ICED WALL PAIYEE NAILS AF LAGH @RACE�WALL PANEI BLOCKING " ►dEtABER Bt�ACEO WAi.L PANEL £�GEn Wt�l[. P,aWEI � -6RACE0 WAl.L PA.NEL 3-16d�,�t Ei'O C AE.f3MC3 :i-16d�t 6"G G ALdNG r3-tfd AT EACH BRACEp WtRlt PAtdEE E3f2qC;EU WALL E'ANEL f BLQCK1NG ldEb18ER -- � �T�. � <.,�r��, .,., 2-16dNAlLS i�JlCii SPpF � C4lJTI�IJOUS kl��d �`�kC}DITiON�4E F�1l�IlPJG , C/R EM1IG JC7rST {�ttA�ER D1R�C,T�Y Q[EQySf �'��HEIGHT BRACEO YWAtL f'ANE1 �Ct?C�rI�,IG(�Q 16"(3 C:. AIQNG BRA{�D WAII rar S1: t ii��ii-2a 4 mm. FIGURE R602.10.8(2) BRACED WALL PAiYCL CDNNECTION WHEN PqRqLLEL TO FLOORlGEILiIYG FRAMING 2012 HHTERNATIQNAL RESIOEIJTIAL CODE' 785 :i F 0 R T E � ,oi Dickey Lake Drive; Orono, MN.4te 02:�iain Level Member Name Results Current Solution Comments Master Bedroom Window Passed 2 Piece(s)1 3/4"x 9 1/2"1.SSE TimberStrandOO LSL Great Room Window Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Dinette Patio Door Passed 3 Piece(s)1 3/4"x 11 7/8"2.OE MicrollamOO LVL Drop Beam over Screen Porch(V) Passed 3 Piece(s)1 3/4"x 11 7/8"1.SSE TimberStrandOO LSL Drop Beam over Screen Porch(H) Passed 2 Piece(s)1 3/4"x il 7/8"1.SSE TimberStrand0 LSL 18'Garage Door Opening Passed 2 Piece(s)1 3/4"x 11 7/8"2.OE MicrollamOO LVL 9'Garage Door Opening Passed 2 Piece(s)2 x 12 Spruce-Pine-Fir No. 1/No.2 Drop Beam over 9'Garage(V) Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Foyer Entry Door Passed 3 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 03:Lower Level Member Name Results Current Solution Comments Bedroom#3 Window Passed 2 Piece(s)1 3/4"x 9 1/2"S.SSE Timber5trand0 LSL Rec Room Window Passed 3 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Rec Room Patio Door Passed 3 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Toy Room Opening Passed 3 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Storage Door Passed 3 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Bath Door Passed 2 Piece(s)1 3/4"x 9 1/2"1.SSE TimberStrandOO LSL Forte Software Operator .lob Notes 2%14i2017 3:12:40 PM Jeffrey Doty,Design Supervisor Gonyea Homes-GH0675 Forte v5.2,Design Engine:V6.6.0.14 �yman��mbe�comPany �oi oickey�ake or��e;o�o�o.MN 701 Dickey Lake Drive;Orono, MN.4te (952)470-4866 Pfingsten Residence jeff_doty@lymanlumber.com 2/14/2017:#21781 Page 1 of 16 � �.� � „-,,,� , , �__ - —__�.___, u�a� ' ,4 �, i ff•+ue' k '.'^' ' � ,r„�e- .... ..___ _ . , � __�. �. � ----- , ; �' � i �, .f ` �' N � �° � -.- �' � � � __----- �N � �. ^ ,.��zr`� I, � � �§ � ;0 - - -- � � �� , {y, �Z�,��?� � � � � ; � m � ,= - — �� ` D � -- -� . - , , ---. . - � + m j ,-" r�r�`��`�'� � + (� '�-- . :� p � � i�� + ffiid ! __ fV a. �` sy?•. • + x A —� � edG � N Z � � �t��: '� 1� q '� Sd' � tl i(i � � � f p � _ b --- � � �fJ C�]jl = o � � -� -1-- ,. _; � F __—..' � p j --- � O ' r � ' � � M .: ; . 4. �.�_ ,F i� g rt oS C � �h� �, j 1 f � Q � � '"- g$ a�-- :.�- - - - � ; , .��.ic�.} ��- }.u-� ' � � . 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I i � � �D� I 2np� I I $m�� I I •�g� � . m 2 '� � � Z-2x 12 j � S� c�J Q� ��' N i � i i � ' _ ,yd u i �� a gT g - -- -- � 0 i 3 i � � .3'° : m0 m � .. . ., . .m' "_ _ -� . ._..�'J__ '� _ ..._"'.._.__ . . . . ,� 2-�,.id „p�� x.r Z-Il'� � - - - - • �__ ira --- .- L..___-._a'-0'_.___ . , ,� �,� � ,r�. _ _ _� (C� 2016 GONYEA HOMES m � � � y � mz � PFINGSTEN RESIDENCE � V � N A W�N ' < m � 0 �� _ I� . . = o m � � ��Z m �� (,�J � o ~ °Z � 701 DICKEY LAKE DRIVE '�, � Q Q Q � Z m �- -� Z � <�o - � � � 0 C q o �Z J . � f Y' m p o w m y �b<SA m� � W IIN-+ f�7 v �1 � � � � p� m ^'� r5r I�I � �, � a�, o O R O N O, M N 5 5 3 5 6 �, � � A n o�� = ND �w � . . . �j�p� onyea Homes, 701 Dicke Lake Drive, Orono, MN 55356 ��►�� ii i y � - 5cale: I =30 � , IO�� RECEIVED � APR 13 2017 ��tla,d buFFer � CITY OF ORONO /' �buFfer Tirf gass to here Wet�°"d buFFer ' QRONO COPY 'J ��'' . ��' Seed all dst,urbe� eas with a native seed moc �°�`a°da'° \ Seed dl dsturbed areas w'rf.h a native seed mix Turf grass to here— Turf gass to here •.x'i";j.;i'T�y-7'i��,..l. eridc a cacete cuUo Bakc wd rot to aceed 4!t �..�'�"5�.�•L � �l,!_ 1;! �` .s�. Rock 4 Wood rrulch a�ourd the Fnrrie 51nb D/eritls \ Wetland buFfer y� � Wetland buFfer \ a�r�+,ee vee.+d a� e��m roe m�eee a n � • � a�.a. �\ � ouar�v� � �� —Turf grass to here Turf g�ass to here � d�dstu�ed areas with a native se rrix ,� �� Wetland bufFer � � � � • Wetland buffer —Turf ass to re —� • � — — — — — • /�� — {A, �--��— . i MINN�HAHA CREEK WATERSHED DISTRICT QUALITY OF WATER C� U A L I T Y O F L I F E Pursuant to Minnesota Statutes Chapter 103D, and on the basis of statements and information contained in the permit application, correspondence, plans, maps, and all other suppo�ting data submitted by the applicant, and made a part hereof by reference, PERMISSION IS HEREBY GF�2ANTED to the applicant named below for use and development of land in the Minnehaha Creek Watershed District. �`� � ��`'�"W Issued to: TroY Pfinasten Permit No: 17-093 Location: 701 Dickey Lake Drive. Orono Purpose: Erosion Control and Wetland Protection-sin�ale family home Date of Issuance: 5/12/2017 Date of Ex iration: 5/12/2018 By r of the Boar o Ma ge Rachel n Permitti' Technician This permit is not transferable without District approval, and is valid to he date of expiration. No aetivity is authorized beyond the expiration date. If the permittee requires more tirrie to complete the project, an application for renewal of the permit must be received by the District at least 30 days before sxpiration. The applicant is responsible for compliance.with all District Rules and for the action of their representatives, contractors, and employees. Conditions: Project to be completed as described in plans submitted to the MCWD office on March 9�', 2017 according to the provisions of this permit. • Properly install and rriaintain all required erosion control measures ur�til the disturbed areas are re-stabilized • Notify MCWD in writing upon completing installation of perimeter and sedimentation controls • When the site is re-stabilized and the MCWD staff has performed a final inspection, all perimeter control must be removed (Statement concerning fees for inspections, violations, etc... on following page) We coltaborare with pu6/ic and prlvate partners to protect ancf improve land and water for current and fc�ture generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org . MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE lnsaection/AnalvsislMonitorin� Fees A site inspection and monitoring by District staff will be performed where fhe activity involves: • a commercial/industrial/multi-family residential development • a single famify residential development greater than 5 acres or of any size if within the Minnehaha Creek subwatershed • any alteration of a floodpiain or wetland • dredging within the beds, banks or shores of any protected water or wetland • a violation • any project which in the judgment of the District staff shouid be inspected due to project location, scope, or construction techniques In these cases, the applicant shall pay to the District a fee equal to the actual costs of field inspection of the work, including investigation of the area affected by the wark, analysis of the work, and any subsequent monitoring of the work, which in the case of a violation shall be at least $35. Standard Fee Schedule District professional staff $ 65.51* District interns $ 40.35* District clerical staff $ 46.69* Consulting Senior Engineer $ contracted rate Consulting Engineer/Technician $ contracted rate District Counsel $ cantracted rate Application fee $ 10A0 Copy costs $ .25 + actual staff time Color copy costs $ 1.00 + actual staff#ime * Hourly We collaborate with public and private partners to protect and improve land and water for current and future generaiions. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952}471-0682 • www.minnehahacreek.org , ^ � rV C'i�� ,r� nM CRY OF ORONO CALLED IN �� IN$PECTION N TICE SCHEDULED 1J�T� PERMR NO. �� ADDRESS �a� ,�j�C�_ tJ L �L:./7/2 OMINER TELEPHONE NO ��Z' COI�fRACTOR � . � DESCRIPTION �� /'1'( � ,��OQTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q �� POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADINO/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑WOOD BURNER/FIREPLACE ❑COMPLAINT � ❑ FINAL - ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ S, IC INSTALL Z dwNENICOKTRACTOR TO YEET YW: � YES_NO � COMMENT� _ - � � �%G C��cfii� - �ns��es vc,c�� u+�_ o �-' bK � ��r►1s -- �� - s. — t��T GE�c � � l� ��c�i ��s� ��s ��-�� W � 4� � � .7 ��woAK snnsFncroRr:�oce� o�a[�cr c�wta�.� W ❑ppRRECT WpRiC 8 PROCEED ❑ISSUE CERTIFlC/►TE OF OCCUWINCY � ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORE CGVERINO PERMANENT ❑CORRECTUNS/1FECOIdDIT10NWfTHIN HOURS. p pHpTOTAKEN INSPECTOR WILL RETURN ❑STQp ORDER POSTED.C/1LL INSPECTOR O qTAT10N ISSUED ❑INSPECTION REEQUUIRED.CI1LL TO ARRANCiE ACCESS. caM ror uie ne�ct Mspection u nou�s�n ad�►anos. (952) 249-4600 on site: � � YYMM OoPyMp�Cfor"s FIN G�� ,. , . � __:... . ..,. . .. �; ,, , � �_., , . , ryi :x a �r. . _ . � � �� , . � � ' �A U C� t�! �; � �� _� �ti�; "' Daily Soil Observation Notes Project No: Date: Report No:��f � Project Name: �- � ' - i Project Location: 70y ��'t.,��1l' �1�'� ,O/Z � LRh'� /�/V Client: � Temp/Weather: - Project Manager: Time Arriaed: Departed: 4 � � . Areas Observed: ❑ Building Pad �r' House Pad ❑Roadway ❑Parking/Walks ❑ Footing ❑Proof Roll ❑Other(describe): Soil report available? ❑ Yes �No Report reviewed? ❑Yes ❑No Report prepared by: Finish floor evaluation: j �� ,5` Bottom of footing elevation: • Bottom of excavation elevation:� ;i-„ ', _,, ;,�... f- Approved plans available? ❑Yes ❑No Specified compaction: Fill source: « 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(psf): , a.x5<.-.. c_.� .; , ��_ Contractor notified of results? �Yes ❑No Name of person notified: �:; ,:_ ;: �, J — �CN ��y � �-r` Was a copy of this report left on site? �Yes No If so,whom was it submitted to? � l.�'t'!�;;i(..t - ,..`�;�/�' �� . N � r;� � ,� ' ; - � T� \.,� ��JI / ��`^' y k i" �� r i ,A p � [' .. . �.r n --a,. �� '� � � ' (. �1 r ��'i F �I 1: . !t !`^ �-' '--�7 � Notes/Comments: ;:' ��,r' =��.�m C'o � '�'0 /J U G�S ,�.� �'�J F ,O A2- � l �; T ' i i; t, ::'� r.- - _ �J;�;7 �! " G�F?y _r'`%J�lf ��,/' �►�� r��' ��.f�� r ,t��ri " i 7� � Iu Y - �' F + - 1,� � � �f' t' ��'V ;� � _,�.a � — rV(� �;:' t-'�' t'-.f�Q/f— t, ' I`� �' �' , � f � LV�.1. Ln,., '" __✓''„`'; I i '' �''V / L.�i, ',� � - ��, q q 1% _ �-t,',' ;,. < � - ., Y, Performed By: ,',.,;',�� Reviewed By: Date: "' i This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed.Observations and/or conclusions and/or recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. t ��a . . �a� � � 1 0��,�� l O��S / � -'� DATE TIME LI CITY OF ORONO CALLED IN INSPECTION NOTICE3 SCHEDULED 9)-56 .00A PERMIT NO..14C)1) ' t LIL COMPLETED ADDRESS -701 D I a fie .) Iv-t. OWNER TELEPHONE NO. a 2 •yis-/ 47 CONTRACTOR �,{-f'(j 1GU.U1 C 32 DESCRIPTION lu ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING 62 ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL 62 Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION _ 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS is fit INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP sais ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL , ❑ DEMO-SITE 0 SEPTIC INSTALL IC OWNER/CONTRACTOR TO MEET YOU:_YES_NO_ • y COMMENTS: rn'G' " COf rcctror► 4 B/'o✓4, b l'-'4-C(.5 - b4te ,*vs c(• 13/v- 13 - o - L. .L, • 1'?i votr. - e/ase& CC If s0e'4, re= - N. - w C4-1 k6e.,,e• wt. ((5 - .6att , s 4c- cJ v • 8 it �O 0 r¢Fts ea ,laie - pi?. fie/ -GI vu-fc'ty W Qw6€. 1,nes iperle><r4�ioN Zt Pro°',d a aal,'ie�,f o-C esti f rbr_ar c Zj /4bC✓4G Z✓e .c.-:s �ej �-�" -.'/ ,DGir 14 Fri- `�`s,. Res04" G.L, O4 a 64 eyec c t O,IC fa Cate✓ £-i.L- + L•C Wm ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE WvISSEIRECT WORK&PROCEED t=1ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY t j BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN INSPECTOR WILL RETURN ID ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 or on site: Inspector: / - White Copyllnspector's File Canary Copy/Site Notice G-- DATE TIME CITY OF ORONO CALLED IN //)—/4p—47 INSPECTION NOTICE „, SCHEDULED /Q J 5?--/7 9;:30 PERMIT NO. c9D/7 / MPLETED l ADDRESS 7 4 L� '/ /C �J iG tAt-v OWNER TEE HONE NO. b, -791-5, 7 CONTRACTOR DESCRIPTION t4, ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL It OWNERICONTRACTOR TO MEET YOU: YES_NO cl COMMENTS: IL O. 02 Aff er5 6Oitla'” _ CC o tA)ee p SGreecQs eroathee k0 -P454e& verb t-c4.G /G, ,Pr' S GS o" . �O tart7e — Q 4446- ai0 fl�r/S rat- 12 W w cc W 0 WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE • tPidgW RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO 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) 249-4600 OwnerlContractor on site: Inspector: 9/h, White Copy/Inspector's File Canary CopylSite Notice 4 C9 TE TIME CITY OF ORONO // -CALLED IN 7 INSPECTION 0j1 E A-A I SCHEDULED /�-i`f"-� 5; 771) PERMIT NO 1111666��COMPLETED_ ADDRESS 101 e_) OWNER (7C-36711'M- DESCRIPTION EPHONE NO. JS!_777-7 CONTRACTOR W ❑ FOOTING 0 DEMO FINAL 0 SEPTIC FINAL 4- u POURED WALL 0 PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO cc• COMMENTS: Cerro cS .Fro rte. /2-/2-1 ') • Gaya fl/ a,f e 4 t 1 Lr- Si're S 4- , 7-71.,5 O a ' V . at,c1 Iw�)Q. ,41' G►A-f'y a��►AGaz O / W CC W CC W \WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE CCW 13 CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C 1 BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. r7a SO/1� !� White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONOCALLED IN INSPECTION TIC �0� SCHEDULED fa-(P-/7 -`" : PERMIT NO. COMPLETED ADDRESS 701 16-G ticlu -br' OWNER TE/L PHON O. / CONTRACTOR C [ a~T v J d1///t, DESCRIPTION 1- W ❑ FOOTING 0 DEMO-FINAL SEPTIC FINAL ti. ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS 1, ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT v INAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL Z v ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU: YES_NO 2 COMMENTS: 2c. �t 4G ' 10 6l/6 ie <491-404G0/ f;We. 6 .111,. /< I�..i7 o fT//�r't�Uca e✓ /eve/ �s ,ea�c d� �•%s�t-5 P • W c4--A; -Irl . a-r 4'`,/ - 0.5-- ✓ WC`) �V,t,16- Gra 1j.ts /' 65ovi wf6 ✓/n. S`(C/ /' ,4l 0`+lam IfT4beet e4-6(€5 D K-f// 4/ Qt4r I o n,$ /''S O 'PIfW)c. 9" _ P o w .e-- WS Rgyp�er4o'e . rao1wdt c EE C"Biw,K eel, fti 74av ✓!4& -v' ders.1 () L. 0 WORK SATIS CTOR . ROCEED ceor,e & • O PROJECT COMPLETE 4.1 ❑CORRECT WORK&PROCEED ic r ❑ ISSUE CERTIFICATE OF OCCUPANCY QO 0 CORRECT WORK,CALL FOR REINSPECTION........, TEMPORARY C.1 BEFORE COVERING • PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ACIbLaPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. 9,c White Copyllnspector's File Canary Copy/Site Notice �_ ' DATE TIME \'7 .1 CITY OF ORONO CALLED IN INSPECTION NOTICE ,}/,, . ; SCHEDULED 12- P--/-7 iv an PERMIT NO. &tV7-611T COMPLETED) . ADDRESS 7c I - 'Cit L!.t `/a OWNER �» TELEPHONE NO. k" -�7�-0249-5 CONTRACTOR l_?� o-,'l y ce,\. . ti k DESCRIPTION �/Azi } U, ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q0 POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS is ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT ^FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL 2• OWNERICONTRACTOR TO MEET YOU:_ YES_NO y O COMMENTS:�� C/e• r,/ -J 2 - 7.1 cc a 6D i (moor G�,� — /�V'o SIP& d4 dlsirlie# OK O — kT0.- r - Q� Pa6r0 cOoar t,Po/v ,Gic � are cc — - G.c,.AQe. - ok dlo�� o O rifles 6saLu / Q %/7?k-d d GCxl�ie s✓ C , .,.Di x. 4r n f�WS Pn2Vs � Lgu4z( 147 . A - Q eat.ce Sitio, v Q. IQ W --‘k f re`G t'Av 1�e 4`Q°"� 01s - HT1•;c - 3 / c Garrect; aL G•c GC (cw r0.,.40r/P4ecIto.,. 0 W 0 WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE CCW ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY CI ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT LI CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ZyilabISP.ECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice V DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE, SCHEDULED PERMIT NO. Lc' O COMPLETED ADDRESS 1O lblU ( '. OWNER TELEPHONE NO. CONTRACTOR E DESCRIPTION W 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL 14. • ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL • OWNER/CONTRACTOR TO MEET YOU:_YES_NO v) COMMENTS: — - ! &W C'YYVW) f 0 0 7 0 W W R; 0 Wu 0 WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY ClzVRECT WORK EfNSPECTION TEMPORARY VC FORE COVER! PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR 0 CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector._ White Copyllnspector's File Canary CopylSite Notice Christine Mattson From: Adam Edwards Sent: Friday,January 05, 2018 11:22 AM To: Christine Mattson Subject: RE: 701 Dickey Lake Drive/#2017-00146 Chris, The grading as-built appears to conform to the intent of the approved plan. An inspector should conduct a site visit and confirm the following: 1.The survey accurately depicts conditions on the ground. 2.The site is stabilized to the point the any remaining erosion control can be removed. We still need a set of as-builts/record plans for the sewer and water mains that were built to serve this property. Adam 2/2-' -1( Adam T. Edwards, P.E. Director of Public Works/City Engineer City of Orono (952) 249-4661 aedwards( ci.orono.mn.us From: Christine Mattson Sent:Wednesday,January 03, 2018 12:08 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject: 701 Dickey Lake Drive/#2017-00146 Adam, We received an as-built survey. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono ' MN ; 55356 (physical address) PO Box 66 1 Crystal Bay MN 55323-0066 (mailing address) W 952.249.4620 1 8 952.249.4616 cmattson@ci.orono.mn.us � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday,January, 15,2018 Monday, February 19, 2018 1