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Home My WebLink About2017-00086 - New house & Final Cert of Occupancy CITY OF ORONO * 2 0 1 7 - 0 0 0 8 6 * � 2750 KELLEY PARKWAY DATE ISSUED: 02/14/2017 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 4765 AUGUSTA ST PIN : 06-117-23-33-0009 LEGAL DESC : LAKEVIEW OF ORONO : LOT 7 BLOCK 1 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES, DETACHED VALUATION : $ 800,000.00 NOTE: SEPARATE PERM[TS REQUIRED:PLUMBING,MECHANICAL,SEPTIC, F[REPLACE, ELECTRICAL(STATE) NOTE:PLEASE SEE AND INIT[AL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 5,204.92 STATE SURCHARGE(VALUATION) 400.00 Swanson Homes 1360 HAMEL RD TOTAL 5,604.92 MEDINA, MN 55340- Payment(s) (763)478-0320 5,604.92 OWNER Swanson Homes 1360 HAMEL RD MEDINA, MN 55340- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of I 80 days at any time afrer work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. " >� .y / , � / � ' ` / �� = 2��i� r. -�-ri �.- ,� App icant Permitee Signature Date� Issued B ignature Date , � 5�� CITY OF ORONO --------------- BUILDING PERMIT APPLICATION �� 7Slk � FOR NEW STRUCTURES OR DDITIONS �5��`'' � �O�O Mailing Address: /1 Permit number: t�� 7 PO Box 66 C rystal Ba y, MN 55323-0066 ��1� ` Date received: � '� '"— Street Address:' Received by: � y�, G� I 2750 Kelley Parkway ��' �� Plan review fee: ��_ � � �qKFSHo��. Orono, MN 55356 � `, Main: 952-249-4600 Total Fee: Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: / Job Site Address: ��i� �� -�.,� r Will this be a Parade of Homes, Remodelers Showcase H me or other Display Home? ❑ Yes No If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: ' Name: ��:+, ��-,-J �L. State License# tG 1c�;}��J sj � Expiration Date: � Phone: cell r.-r� Z 3 - — office ( �{ - - � �Z� Mailing Address: /' � Cit : �C �.wc;� ZIP: 5 ' � Contact Person: Jr � 5�� -e-•J Applicant is: n ractor meowne (CircleOne) Email and/or Fax: ,u� r c,,; .✓� � -�a�'_ L PROPERTY OWNER INFORMATI N: Name: Phone (day): Address: �S ►��,,C' )a.�_ Cit : ZIP: Email and/or Fax ARCHITECT/ ENGINEER INFORMAT N: n ' Name: nr, �' r��<<� Phone (day): �, . ci �,c� ' Address: ��/O(? �� P{-�a.�.��e 5�' - City: ��.rh�� ZIP: SS`{Y� Email and/or Fax: C h,�� ,��P�s«nJ . (s;«�_ PROJECT INFORMATION: Description of project: � "� �'�"' ��'��'�-- 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal & Water Supply New Construction Single Family with ❑Accessory Bldg./Garage Addition � attached garage ❑ Deck ❑ Public Sewer ❑Accessory Building ❑ Single Family with ❑ Office/Commercial ❑ Relocation detached garage ❑ Residence �Private Sewer ❑ Other: (specify) ❑ Multiple Family/Condo ❑ Retaining Wall(s) ❑ Public 4-feet or greater ❑ Public Water **Any earth movement may also require ❑ Commercial ❑ Storage MCWD review&permits. ❑ Industrial ❑Warehouse �Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (SpeCify) ❑Other(SpeCify) 15320 Minnetonka Blvd Minnetonka,MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (exduding land) $ ,S'��,�'� Last Updated: January 2016 1 STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) a. Length (ft.)= Number of bedrooms= 2. Occupancy: ,��( (i� / b.Width (ft.)= Number of garage stalls: 3. Occupant Load: Areas in square feet Attached= c. Basement= Detached= 4. Type of Construction: �� d. 1S'Story = /� e.2�d Story= 5. Code Edition: �V� � � /�� f. '/2 Story = g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑, ❑ Buildin Permit Escrow A reement and Fees � ❑ 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'/z x 11 set d ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements � ❑ Surve —2 full size,to scale meetin ALL surve requirements �} ❑ Hardcover Calculations 0 ❑ Se tic S stem Certification ❑ ❑ Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD statin no ermit is re uired Q ❑ Landsca e Walls and/or Retainin Wall Plans � ❑ Stormwater Pollution Prevention Plan SWPPP ❑ ❑ Access Permit ❑ ❑ Data Privacy Advisory 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 alternative 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 governmental agencies required by law. If you refuse to supply the information,the application may not be issued. . Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. ApplicanYs Signature: Date: z Z� 7 Owner's Signature: � '"�--- Date: �" Last Updated: January 2016 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: ` , V�. Vw�l/�. � Permit No.: LU�7 " _ v�.�p� Description of work: �m.� � Date Rec'd: �' �'� Septic review by: Date Approved: � Zoning review by: Date Approved: � � Building review by: Date Approved: � �Q� l7 Grading review by: ` ��1/�, Date Approved: �� 7 Zoning District: RR-►� Zoning File#: �. ---�-. Resolution? Yes Reso#: Reso Date: Signed: Yes �No Resolution /NA � Zoning: �ot Area: 100SY AC Width: Structural Coverage: Na-- SF % � Survey Submitted: Yes � No Date of Survey:� �' �� ,� Revised date(?): � � �� Landscape plan submitted? �Yes Landscaper: �� .x,�U� �,/� �S(Q�1 0 No/ None proposed Pro osed Setbacks: ��Z'+ � "�� Front( e) Rear(Str ( N S �E W� ( N S E � Other Buildings JiMet�aTrd" Sid"e Side � �. �- ' l Q ' ' 5b Buildinq Heiqht Analvsis: Distance Between First Floor and defined Top of �a� � Roo�` See "buildin hei hY' definition : First F�oor Elevation (from buildin lans : (b) ( (�j, ;_ ! �y,Y� .. ;, ,�� r� � ; � - � Highest Existing ground level (per survey) or 10' above lowest round level, whichever is lower: �� - Difference between b and c : (d) :r . � Defined Buildin Hei ht(a) -(d): �e� �� Shoreland District MCWD Permit Average Lakeshore Setback g�uff Met? �Yes 0 No Permit Number: I�� Q(�� Yes � No N/A � Ye No � N/A-see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one °/a and s % and s � � .ZZOZ � Yes o 0 Yes No 1 2 ( 3 ) 4 5 �—' Type(s): Type(s): � ?2g3� Updated: October 2016 v:\forms�plan review checklist 10-2016.docx Fees to be Char ed YES NO Permit Plan Review Sta#e Surcharge Investigation Fee SAC—Number of SAC Units Other(specify) S uare Foota e $ er Square Foota e Basement X = $ 1� Floor X = $ 2nd FIoO� X = $ Garage X = $ Estimated Construction Value: $ ��W Orono Inspections Required Work Requiring Separate Permits "�Footing 0 Site Plumbing 0 Grading/Filling Poured V�,'all Silt Fence/Erosion Control Mechanical 0 Fire Foundation Survey � Hardcover Removal C�X Fireplace � Water Connection Framing � Other(specify) � Masonry � Sewer Connection Waterproofing/Drain tile Mfg. � Lawn Irrigation oundation Waterproofing ther(specify) 0 Landscaping Framing �� Insulation As-Built Survey inal �, Lathe Required State Permits 0 Other(specify) � Well Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: �See Builder Acknowledgement Form 0 Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: October 2016 v:\forms\plan review checklist 10-2016.docx , � Builder Acknowledgement Forrn Permit #2017-00086 / 4765 Augusta Street Builder Representative Name: ��,R�E ��/�ti$o n/ 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 will be issued. 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. Existing trees should be protected from grading and trucking through snow fence or similar. Tree protection should be inspected by the City prior to commencement of grading; provide a minimum of a 24-hour notice prior to inspection. No underground sewer within 20 feet of well. Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations � 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 rp ior to construction. w:\street files\augusta street\4765\builder acknowledgement 2017-00086.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. � �� Completed Application � a� r�. C� � � � Plan Review Fee Paid � °�'� �-� � ,�"'`"�' �P c C� -��b'� � Signed Escrow Agreement & Escrow Payment � "�J � x Building Plans (to scale) x2 �� Certificate of Survey (to scale) showing the proposed project & �� meeting all requirements x2 p(� f`' � 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�� c the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regarding this project. Signed by: ��-11�'11 Address: �7� � �u�,�S�f--� ��!'-�� Permit #: Last Updated: January 2016 GI P Y MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE 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 supporting data submitted by the applicant, and made a part hereof by reference, PERMISSION IS HEREBY GRANTED to the applicant named below for use and development of land in the Minnehaha Creek Watershed District. � ��— �� Issued to: Swanson homes Permit No: 17-031 Location: 4765 Augusta St, Orono Purpose: Erosion Control-Sinale Familv Home ` Date of Issuance: 2/10/2017 Date of Ex iration: 2/10/2018 " By Order of the ��ard of Managers , �:, � . � Rachel Workin Permitting Technician This permit is not transferable without District approval, and is valid to the date of expiration. No activity is authorized beyond the expiration date. If the permittee requires more time to complete the project, an application for renewal of the permit must be received by the District at least 30 days before expiration. 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 February 8'h, 2017 according to the provisions of this permit. • Properly install and maintain all required erosion control measures until 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 collaborate with public and private partners to protect and improve land and warer for currenr and fucure generations. ................................................... ...................................................... ........................... ............................................ ........................................................................................................................................................................ ................................................................................................................................................................................... ......................................................................................................................................................................... 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org fi �� • �� ..- w � �^t.a�� , . .. .,r ` �; �' ti �,y . , ., �w•.' . �. .. w .. �-.,�,.�a' .. . ��,}�..M`'.Al:-. 3� � MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Inspection/Analysis/Monitorinq Fees A site inspection and monitoring by District staff will be perFormed where the activity involves: • a commercial/industrial/multi-family residential development • a single family residential development greater than 5 acres or of any size if within the Minnehaha Creek subwatershed • any alteration of a floodplain 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 should 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 work, 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 $ contracted rate Application fee $ 10.00 Copy costs $ .25 + actual staff time Color copy costs $ 1.00 + actual staff time * Hourly We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org ��g� � I +j .. Y � � _j— — — — — — — — — — — — — —\— — _ — — — j fF7 \ !i�' ��'-• �,�� i i � � �Po — \ I � ' � I �' �� '\ � i � ' � � $�� ` _ � \� � \ I a ' � — :. I `�\` \�� a,aE��; � E e _- ?€�igg:.i, .; : h �\.✓%� � . \ �p�_"3�qo� I � _1 / \\ 6 _ bFts�� i.� � � � . `'.�` \.\� � \ �._y qy g_ � �� . "L"�:4':i�b� �_ \ .�'� sgg'€�dY=. "' "'��\�'/ 'Pa �'�� . 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Y � 8�.� � o $ ��; �R a �= \ Melanie Curtis 0�� Cn�v From: Adam Edwards Sent: Friday, February 10, 2017 12:42 PM To: Melanie Curtis Subject: RE: 4765 Augusta St/#2017-00086 Melanie, I reviewed the revised plan. I did not see any grading or utility changes from the previous plan other than the addition of the well location. Stamped them approved. Adam From: Melanie Curtis Sent: Friday, February 10, 2017 11:11 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject: FW:4765 Augusta St/#2017-00086 Please see the revised plan (attached) and in your INBOX for revaew. Melanie Curtis g952.249.4627 �mcurtis@ci.orono.mn.us From: Melanie Curtis Sent:Thursday, February 02, 2017 10:02 AM To: 'Curt' <Curt@swansonhomes.com> Cc: Christine Mattson<CMattson@ci.orono.mn.us>; 'Dave Pemberton' <pemberton@sathre.com> Subject:4765 Augusta St/#2017-00086 curt Please see the attached. Please note, comments from Roger Peitso, Building Official, may also be forthcoming. Melanie Melanie Curtis, Planner Direct 952.249.4627 Planning &Zoning Office 952.249.4620 2750 Kelley Parkway, Orono, MN 55356 Email: mcurtisCa�ci.orono.mn.us Website: www.ci.orono.mn.us 1 New Construction Energy Code Compliance Certificate [ '�- s � �� Date Certi�cah Posted Per R4013 Bui]ding Certificate.A building certificate shall be posted on or in the electrical distribution panel. �I25��7 ' .p F ' �[j y'] Mailing Address of the Dwelling or Dwelling Unit ��'�.r'��'�\ ' � � ' 4765 Au usta Street A� Name of ResidenHal Contracror MN License Number `T�. � �' (�`')� " '';\;��f•r`-� C,��1��1 � � �� Swanson Homes City Plan ID Orono THERMAL ENVELOPE RADON CONTROL SYSTEM �„ Type:Check All That Apply X Passive(No Fan) o � v � `y"�° �'� ��r � � � � �� z_ �-,�' � � Active(With fan and monometer or '� ��;�". �°�a � J� w � � � a y other system monitoring device) w � � U — v � � ¢ —�° � � U � .n � Location(or future Location)of Fan: � T cd . m C � U O v," O v Insulation Location > o z � � � n. w w o ci - O � m o � m a� �o �d r° � c � � � � G [� � Z w w w° w° ,� r� rx Other Please Describe Here Below Entire Slab X Foundation VVall R-10 X extenor Perimeter of Slab on Grade X Rim Joist(lst Floor) R-20 X inter�or Rim Joist(2nd Floor) R-20 X inter;or Wau R-20 X Ceiling,flat R-49 X Ceiling,vaulted R-30 X Bay Windows or cantilevered areas R-30 X Floors over unconditioned areas R-38 X Describe otherinsulated areas Buildin Envelo e air Ti htness: Duct s stem air ti htness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes 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 MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech.code Fuel Type NAT GAS NAT GAS R-410A Passive Manufacturer B 2flt AO Smith Bryant Powered Interlocked with e�chaust device. 1�ode� 912SB66120S24 gpvx75L00L001 BA13NA048 Describe: Input in 120000 Capaciry in 75 Output in 4 Other,describe: Rating or Size BTUS: Gallons: Tons: AFUE or 9z% SEER or 13 Location of duct or system: Efficiency HSPF% EER HEATLO55 HEATGAIN COOLINGLOAD RESIDENTIAL LOAD CALC 97831 39944 46958 cfr„�S roun uc Mechanical Ventilation System "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two fumaces or air COmbustlon Air Se[ect 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: Energy Recover Ventilator(ERV)Capacity in cfms: Low: 40%=124 High: 70%=217 Location of duct or system: Balanced Ventilation Capcity in CFMS: fUfllaC2 �OOtTI Locations of Fans,describe: Cfm's Capacity continuous ventilation rate in cfms: 104 5 "round duct OR Total ventilation(intermittent+continuous)rate in cfins: 208 "metal duct , . : Melanie Curtis From: Adam Edwards Sent: Wednesday, February Ol, 2017 9:59 AM To: Melanie Curtis Cc: Christine Mattson; Roger Peitso Subject: RE:4765 Augusta Street/#2017-00086 Melanie, I've reviewed the subject Grading Plan, stamped it approved with the following comments: 1. There are two 4 foot retaining walls depicted. One on the NW corner and one on the SW corner of the home. Should the walls exceed 4 ft in height and engineered plan signed by a licensed professional engineer will be required. 2. Perimeter sediment control measures should be installed by the Contractor and inspected by the City prior to any work, including demolition.Contractor must provide minimum 24 hour notice prior to inspection. Adam From:Christine Mattson Sent:Tuesday,lanuary 31, 2017 2:01 PM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject:4765 Augusta Street/#2017-00086 We received building plans for a new single family home. 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 � Crystal Bay � MN I 55323-0066 (mailing address) '� 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 OUR OFFICE WILL BE CLOSED: Monday, February 20,2017 i 1 �- ��:�:�;EIVED �o� City of Oron��o�� `.',;�J ` `;: 2017 � Hardcover Calculation Worksheet /� ._��. �� .-��.�� ' � Property Address:4765 Augusta Street �9�F.��y�4.. -- Prepared By: Sathre-Bergquist Date: January 26th,2017 SB Job Number: 88035-038 Prepared By: EMW Stormwater Quality Overlay District Tier:(Circle One) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1:PROPOSED HARDCOVER In the following table,identify all items of proposed hardcover on the property,keyed by letter to Certificate of Survey(survey must accompany this form).Include all existing hardcover items that are intended to remain,as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed 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 House Misc 3,743 S.F. B Driveway Misc 2,589 S.F. C Sidewalk Misc 163 S.F. D Stoop Misc 290 S.F. E Porch 14.5x13.5 194 S.F. F Paver Patio Misc 304 S.F. G S.F. H S.F. I S.F. J S.F. K S.F. L S.F. M S.F. N S.F. O 5.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y 5.F. Z S.F. (1)Total Proposed Hardcover 7283 S.F. Excludable Hardcover(See City Code Sec 78-1684): S.F. 5.F. S.F. S.F. S.F. (2)Total Excludable Hardcover 0 S.F. (3)Net Proposed Hardcover[Subtract line(2)from line(1)] 7283 S.F. (4)Total Lot Area 100,887 S.F. Proposed Hardcover Percentage[(3)+(4)] 7.22% % 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. . ��l V� C ITY OF ORONO � � Street Address: I Mailing Address: I Telephone(952)249-4600 '��, Gti 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616 !,� ts, Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us kESH�� 2 February 2017 Curt Swanson Swanson Homes 1360 Hamel Road Medina,MN 55340 Re: Building Permit Application#2017-00086 On January 30th,the City received a building permit application for a new home at 4765 Augusta Street. Staff conducted a preliminary review based on the information provided and recommends the following items be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Certificate of Survey. Our engineer has reviewed the survey and has the following comments: ✓a. Water Supply Well.The location of the well should be indicated on the proposed survey,please revise. � b. First Floor Elevation. The proposed first floor elevation should be indicated on the survey, please revise. � c. Landscaping.The sunrey and the landscape plan should show the proposed landings/steps. d. There are two 4-foot retaining walls depicted.One on the NW corner and one on the SW corner of the home. Should the walls exceed 4 feet in height an engineered plan,signed by a licensed professional engineer,will be required. e. Perimeter sediment control measures should be installed by the Contractor and inspected by the City prior to any work, including demolition. Contractor must provide minimum 24 hour notice prior to inspection. 2. Landscape Plan. A landscape plan has been submitted,see comment 1c, above. If there are changes during construction a revised plan must be submitted showing all the proposed exterior/landscaping improvements, i.e. patios, grading, sidewalks, retaining walls, etc. Any proposed changes to landscaping should also be reflected on an updated survey. 3. 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. 4. Separate City Permits Required for: a. Septic System Please feel free to contact me at 952.249.4627 or by email at mcurtis@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, TY OF OR O Melanie Curtis Planner c via email Curt Swanson,Swanson Homes Roger Peitso, Building Official enclosure . � �ene�� a�/��`ar�a� (�rt / . ��8�`�de ��:�a� de��r �f �� e �� e��c% 5��u•�d ,�'�o�zn � p`g L : , u.:. i W i+r�lL � Y � ., -8 �0�7 ORONO COP _ _ _. � ��,,� Joseph Olson D.B.A. Rusty Olson's--Soil and Percolation Testing Joseph J. Olson--liPC.a License#S10 i 1-t81 Ri��er��ie�� Rd. \F:, Hano�er, �I\ 5�3-I1 (763) �98-8779 Fax (763) -t98-8290 E�ebruar�� 7,?017 S��anson f�omes -176i .Au��usta Street Oronu. Hennepin Count� This on-site Se��a�,e Treatment S}stem i�desi��ned for a T�pe l, ti�e-bedroom home in accordance�ith the Minnesota Pollution Control A�,enc� Chapter 7080 and local ordinances. The periodically sa[urated soils��ere located at 1?-18 inehes(m�ttled soil). Dur t��the periodicall�� saturated soils.a pressurized muund s�stem ��ith 6 inches of rock�ciil n�ed to be in;tall�d tu treat the,zptic eftluent. I he buttom of thc treatment area must be located at least 3' abo�e the saturated ioil,. This svstem is designed H ith 6 inches of rock. � The soils at a depth of I_'" have a percolation rate a�eragin� 13.� MPI. All tanks need to be insulated if there is less than t��o t�et of cover o�er the top ofthe tank,. Clean outs must be installed on the end of the laterals for maintenance. Use 7 32 inch perforations on the laterals. Create drainaee around the septic s�stem. See dra�ring A 1300��allon pwnping chamber��ill need to be installed w litt the eftluent to the treatment area. The po��er suppl� and S�sitches must be located outside th� manhole and pwnpin`=chamber in a��eathzrproaf c:nclosurr. A ��arnin�dc;vice must be installed with li��ht and sound de�ices this i; in case of:�pump failure. I hr maniti�ld and suppl� line must ha�e back draina�e to th� pumpin�chamber. Kee�all hea�� rouioment off uf the �ronosed treatment areati before durin� and �ft�r�onctruction The area around both cites must be fenced off b� the contractor before dn� construction be ins. 4!ith proper installatiun and maintrnancz. thi� ;�stem >hould ha�e no pruhlzm in u-eatin`�,zptic rttluent effectivel�. Nothim�other than �_ra� ��ater.(laundr�, sho��ers,etc.) Human ��ater and toilet tissue ,hould be dispo�ed of into the septic tanks. Garbage disposals are not recommended. Additives must not be used the� ma� cause harmful dama��e to�our�ertic s�stem. It is recommended that you pump the septic tanks ever�. t�vo��ears. � Sincerel�, , _ _ _ `"� � � Joseph J. Olson i � \ � � \ ��. \ � i i i E � � _ � . . ._ �h , _. . ; \.. {a � { ` {n ` � � '�..,;: : . o�o '�-__ - - � _ 2Qjo � o � �a � � ;c . v � . �� (,n - �'�. u1 ��, Ca rn � r'1 N� �3` Ch � �S � O ' � A , � � 69� _ � - ` �. � .�a'/1� ___ ` U _ � � . "� �\ � �� ' � . 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O � � � 'L � � c � � � � �� . � � �° ! r � � � �:�� . . � � �� i � -t �� ►_ � ` � 4 �1 e � ► � , � � ! q � t � ' �'�� r� � � y � t... .� -y }' ,L W ��° 4 � ��' �o � cr� t � ;,� .. , , s i 2011 purplecode Mound Design www SepticResource com �vers 15 2; Property Owner: Swanson Homes Date: 2�7i2017 Site Address: 4765 Augusta Street PID: 0611723330009 Comments: instructions: � = enter data �� = adjust if desired � = computer calculated - DO NOT CHANGE! i �bedroom Type C� Residentiat System _ 750 GPD design flow �� Yes Garbage disposal or pumped to septic 50� larger tank with muttiple comp/tanks � 2250 Gal Septic tank �code minimum) 225Q Gat Septic tank �design size / lUG req'di Tank options: none 1•1 GPD/ft2 mound sand toading rate contour toading rate of 12 req's a min 63 ft. long rockbed �� 10.0 ft rockbed width 63.0 ft rockbed length �� 3.0 ft lateral spacing 3.0 ft perforation spacing �maximum of 3 for bothl end feed manifold connection �� 3 laterals 61.0 feet long 21.0 perfs / lateral 63 perfs total �1/2 a perf ineans the first perf starts at the middle feed manifold) � 7/32 inch perfs at �feet residual head gives 0.56 gpm flow rate per perforation for this perf size 8 spacing, 8 pipe size on line 12, max perfs/lateral = 30 . line x8 must be less --> _ i�� 4.0 doses per day ( 4 minimum) �i 188 gallons per dose (treatment volume� 2.00 5x i, 2.00 inch diameter laterals must be used to meet "4x pipe volume" requirement 2.00 3x i� �feet of 2.0 inch supply line leads to �gallons of drainback volume ITip: "top feed" manifotd to control the drainback� i». 195 gatlons TOTAL pump out votume (treatment � drainback� i�, 9 feet vertical lift from pump to mound laterals, leads to a: i�� 36 GPM � 16 feet of head, Pump requirement Inote: >50gpm may require an extra 3-6'of head� �� 750 gal Dose tank �code minimum) 1300 gal Dose tank Idesign size / LUG req'd) at 25.49 gpi leads to a ix, 7.7 inch swing on Demand float, or timed dosing of 5.4 min ON Iconfirm pump rate with drawdown (this delivers Average flow, =70�of Peak design flow)�9 hrs OFF test and adjust as necessary� i�� 12 inches from bottom of tank to "Pump OFF" float '��• 20 inches from bottom of tank to"Pump ON"float, or 12 inches to"Timer ON" floa[ if time dosed -. 23 inches from bottom of tank to"Hi Levet"float, or 33 inches to "Hi LeveC'float if time dosed _ 714 gallons reserve capaciry (after Hi�h Level Alarm is activatedl _ 0.45 gpd/ft` Absorption area Soil Loading Rate, which gives a mound ratio of 2.7 �minimuml Ithis must match the soil boring log� desired mound ratio 2.7 ,�� t1 percent site slope (0-20� range► 11 (�downstope site slope, if different than upstope) _ � 12 inches, or 1.0 ft. to Redox or other limiting condition �need at least 12" to be a Type I� Treatment zone contains�0 inches of Ow� soil credit, and �inches of 50� soil credit. Giving a: =�� 24 inch, or 2.0 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!! _- 27.0 ft.Total ABSORPTION width (with sand beyond rockbed as follows:I =4 0.0 ft. upslope and sideslope 17.0 ft. Downslope Individual slope ratios give BERM widths (topsoil beyond rockbedi of: 4:1 upstope ratio 11 ft. upslope berm �� 3:1 sideslope 15 ft. sideslope berms ;i� 4:1 downslope 30 ft. downslope berm _ Overall Dimensions: 10.0 ft. wide by 63.0 ft. tong Rock bed St ft. wide by 93 ft. tong Mound footprint 4" inspection pipe 18' cover on top U slope berrr� �� Downsla e berm 30 12" cover on sides .- =�l ' -�.� f ti��loamy cap&o"topsoil) Z.p Cle�n sand lift 1.0 ~\ Absor tion Width Z�•� Note: For 0 [0 1� stopes, Abso�ption Wrdth is measured from the BPdequally in boch directions. For slopes �1�, Abso�ption Width is measured downhilt from the upslope ed�e o( the Bed. Rock Bed: 10.0 ft. by 63.0 ft. by ��inches under pipe, plus 20% gives 21 yd' or '1.4= 29 ton . Mound Sand: (note: volume is based on 3:1/4:1 slope from top of rockbed, Exchange sand for loamy cap if desired) 39.4 up + 188.9 downslope + 18.7 ends � 59.5 under rock = 327 yd' or'1.4= 458 ton plus 20% �� Loamy Cap: 47 ft. by 89 ft. 6"deep, plus 20%gives 93 yd or'1.4= 130 ton � TopsoiL 51 ft. by 93 ft. 6"deep, plus 20%gives 106 yd'or'1.4= 148 ton I hereby certify that I have completed this work in accordance with all applicable ordi�ances, rutes and taws. / Rusty otson's Soil& Perc 810 2/7/2017 signer Signature Company License# Date Instatler Summary 2250 gallon Septic tank (minimum� Tank options: none �Vk IdIL�t1 IdIIK Wllfl fllUlll�te l.Uffl�/ldf1KS 1300 gallon Dose tank �minimum) at 25.49 gpi 36 GPM @ 16 ft. of head, Pump required 7.7 inch swing on Demand float which translates to roughly 4.9 inches of float tether length if time dosing is required --> 5.4 minutes ON time Fx �hours OFF time 20 inches from bottom of tank to"pump ON"float, or 12 inches to "timer ON"float 23 inches from bottom of tank to"Hi Level Alarm"or 33 inches to"Hi tevel alarm" if time dosed 40 ft. of 2.0 inch supply line with end feed manifotd connection (Tip: "top feed" manifold to control drainback) 24 inch, or 2.0 ft. Sand Lift Mound 10.0 ft. wide by 63.0 ft. long Rock bed 3 laterals 2.00 inch diameter 61.0 ft. long 3.0 ft. la[eral spacing 7/32 inch perfs 3.0 ft. perforation spacing No Effluent filter�alarm 3 clean out Ec valve box assemblies 27.0 ft.Total sand ABSORPTION width (minimum► 0.0 ft. upslope and sideslope (sand beyond rockbed, minimum) 17.0 ft. Downslope ��a� :��vcr�r. �,,:,� e:: r.�T, Specific slope ratios give BERM widths �topsoil beyond rockbedl of: 4:1 upslope ratio 11 ft. upslope berm 3:1 sideslope t 5 ft. sideslope berms 4:1 downslope 30 ft. downslope berm 4" inspection pipe 18" cover on top U slo e berrn �� Downsto e berm 30 12" cover on sides (o"losmy cap&h"topsoil} 2.0 Clean sand lift 1.0 Absor tion Width 27�0 Note: For 0 to 1 n slopes, Absorption width is measured from [he Bedequally in both directions. For slopes >1�G, Abso�ption Width is measured downhill from the upslope ed�e of the Bed. Rock Bed: 21.0 yd3 or•1.4= 29 ton 6 inches under pipe Mound Sand: 327 yd3 or"1.4= 458 ton calculation based on 3:1/4:1 slope from top of rockbe� Loamy Cap: 93 yd3 or"1.4= 130 ton 6"deep Topsoil: 106 yd3 or"1.4= 148 ton 6"deep , INSPECTOR CHECKLIST - mound 4/6�Augusta Street � w'ELL secbaclw: 20'to pressure tested sewer line (5 psi for 15 min► 50'to everything 100'to dispersal area with shallow wetl PROPF.R'I'Y I.INES ,r�back: 10'to everything Road se�back: platted: 10'prop line. Metes& bounds: out of road easement, or outer ditch. L.AKF. BLl�FF setback: 20'for bluff. Lakes: GD_, RD_, NE_. Protected wetland_. 13uilding setbacks: 10'for everything, 20'for dispenal area. WATER LINE undrr pressure sc 10'to bed,tank Et sewer line. (else sewer line> 12"below) � Sewer line& baffle connection (no 90's, 3'between 45's, slope min 1"in 8', max 2"in 8') (no depth req's, dean out every 10p', Sch 40 pipe) � Septic tank a�d risers (water tight, insutated, proper depth,existing verified by pumping) mfg 2250 galtons no�e Riser over outtet, riser over intet or center, and 6"+ inspection pipe over any remaining baffles. No effluent filter Ec alarm Dose tank risers and piping (water tight, insulated, proper depth, dreinback) mfg 1300 gallons � dose pump 36 gpm 16 head VERIFY PUMP CURVE 5.4 min oN 9 hr OFF � float setting drop 7.7 inches at 25.5 gpi "DESIGNED" 4.9 inches approx float tether length 195.0 gat dose divided by gpi "INSTALLED" = inches float drop (field corrected LABEL pump requirements and drawdown on riser or panel Cam lock reachable from grade - 30"max. J-hook weep hole. Supply line access (no hard 90's) 2.0 inch supply pipe: Sch40, sloped 1/8"+, supported by 4"sch40 sleeve or compacted, and buried 6"+. splice box / control panel /electrical connections flow measurement: CT, ETM, time dosed, home water meter mound absorption area rough up mound rock dimensions 10.0 X 63.0 Sand lift depth 24 inches. (Jar test : 2"sand leaves� 1/8"silt after 30 min) � Absorption Sand beyond rock 0.0 upslo� 17.0 downslope � Bermed topsoil beyond rockbed 11 upslope 15 sideslope 30 downslope cover depth of 12•18"+ VERIFY 3 taterals (1-2'from edge of rock) 2.00 inch pipe size (Sch40 pipe&fittings) 3.0 ft tateral spacing 8 7/32 inch perforations 3.0 ft perforation spacing Air inlet at end of laterals, and at top feed manifold if necessary. VERIFY clean outs (no hard 90's) 4"inspection pipe to bottom of rock, anchored VERIFY Abandon existing system - if necessary �Re-use existing tank certification monitoring plan and type well abandonment form - if necessary 1 1 Y,..4..�►.,�,..Y,.w. System Elevations ,hs..4..T..,,,.�.r„n...,,... �� - . benchmark • r -- ---- - - - - SHWT Mound r (Grade elevations are existing. If a loamy cap different final grade is desired it should lateral be shown and described here.) bottom rock grade (at up�tape iock bedj SHVJT (at up�lo�e roc k brd� 1 1 ,! ,� � 1 V i t � rl I I � r 1 � Sewer pipe r r r exiting house Septic Tank Septic Tank (�r a�,E�i��ani�� Pump Tank Grade Grade Grade ��rade Pipe inlet inlet inlet Tank bottom Tank bottom Tank bottom Loqs of Soii Borinas License #810 Location or Project: Lot 7 . Blk 1 Borings made by: Rusty Olson's Soil and Perc testing 6/1/2014 Classification System: AASHO ; USDS USDS�CS X ; Unified ; Other Auger used �check two►: Hand_X_, or Power_, Flight, Bucket or Probe_X_ Boring Number_1_Surface elevation _988.4 Mottled Soil at 1.5 feei 0"-10" Dark brown loam 10yr4/2 H20 present at_X_ 10"-18" Brown loam 10yr4/3 18"-26" Rusty brown loam to clay loam 10yr513 Boring Number_2_Surface elevation_9882 Mottled Soil at 1 3 feet 0"-10" Dark brown loam 10yr4J2 H20 present at_X ^ 10"-16" Brown loam 10yr4/3 16"-�6" Rusty brown loam to clay loam 10yr5/3 Boring Number_3_Surface elevation_988.7 Mottled Soil at 1.3 feet 0"-16" Dark brown loam 10yr3/2 H20 present at_X_ 16"-26" Rusty brown loam 10yr4/3 Boring Number_4_Surface elevation _988 7 Mottled Soil at 1.0 feet 0"-12" Dark brown loam 10yr4/2 H20 present at_X_ 12"-18" Rusty dark brown loam 10yr3/2 Boring Number_5_Surface elevation_988 3 Mottled Soil at 1.3 feet 0"-10" Dark brown loam 10yr3/2 H20 present at_X_ 10"-16" Brown loam 10yr4/4 16"-26" Rusty brown loam to clay loam 1dyr5/3 Boring Number_6_Surtace elevation_988.6 Mottled Soil at 1 3 feet 0"-10" Dark brown foam 10yr4!2 H20 present at_X_ 10"-16" Dark brown loam 10yr3l2 16"-22" Rusty brown loam 10yr4/3 Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 12:29 P.M. On 7l02/14 Location: �ot 7. Blk 1 Hole number: 1 Date hole was prepared 7/01/14 Depth of hole bottom_12"_inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Sail te�ure 0-12" Daric brown loam 10yr4l2 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 7/ 1/14 depth of initial water filling 12 inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at ieast 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches Time Time Depth Drop in H20 Perc Rate 12:57 1:12 6" 0.8 18.7 1:19 1:34 6" 0.8 18.7 1:35 1:50 6" 0.8 18.7 AVERAGE PERC. RATE 18.7 Mp1 Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc� starting at 12:29 P,M. On 7/02/14 Location: Lot 7. Bik 1 Hole number: 2 Date hole was prepared 7/01l14 Depth of hole bottom_12"_inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil texture 0-12" Daek brown loam 10yr4/2 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initiaf water filfing 7/01l14 depth of initial water filling 12 inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4� hours Automatic Siphon Maximum water depih above hole bottom duri�g tests 6 inches Time Time Depth Drop in H20 Perc Rate 12:58 1:13 6" 1.0 15.0 1:18 1:33 6" 1.0 15.0 1:36 1:51 6" 1.0 15.0 AVERAGE PERC. RATE 15.0 MPI Percolation Test Data Sheet Lic.#810 Percolating test readings made by� Rusty Olson's Perc. starting at 12:29 P.M. On 7/02/14 Location: Lot 7. Bik 1 Hole number: 3 Date hole was prepared 7l01/14 Depth of hole bottom_12"_inches, Diameter of hole_6"_inches. Soii data from test hole: Depth, inches Sai)te�ure 0-12" Dark brown loam 10yr4/2 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 7/01/14 depth of initial water filling 12 inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches Time Time Depth Drop in H20 Perc Rate 12:59 1:14 6" 1.2 12.5 1:17 1:32 6" 12 12.5 1:37 1:52 6" 1.2 12.5 AVERAGE PERC. RATE 12.5 MPI � Percolation Test Data Sheet Lic.#810 Percolating test readings made by� Rusty Oison's Perc. starting at 12:29 P.M. On 7lOZ/14 Location: Lot 7, Blk 1 Hole number: 4 Date hole was prepared 7/01/14 Depth of hole bottom_12"_inches, Diameter of hole,_6"_inches. Soil data from test hole: Depth, inches Soii te�ure 0-12" Dark brown loam 10yr4/2 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 7/01/14 depth of initial water filling 12 inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches Time Time Depth Drop in H20 Perc Rate 1:00 1:15 6" 2.0 7.5 1:16 1:31 6" 1.9 7.9 1:38 1:53 6" 1.9 7.9 AVERAGE PERC. RATE 7.7 MPl �1G� ��_� L/ X' � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE ,,G ; SCHEDULED �-- / �C� PERMIT NO. ��L� t "�--�-=�� COMPLETED ADDRESS `7- � - c� ` ,� �1 � OWNER TELEP�E NO. �� `-�yl 1�� CONTRACTOR ,��i� ;��''� - `�'� ' � `'� � DESCRIPTION '� �� LL ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ �TIC INSTALL 2 OWNERlCONTMCTOR TO MEET YOU: YES_NO «� COMMENTS: � ' � W � J ;� � � n G O �. � O � W � Q � 2 W � W � J � �WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE W �CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFOREC01/ERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pH0T0 TAKEN INSPECTOR WFLL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS. Cal1 for the next inspection 24 hours in advance. (g52) 249-46�� OwnerlCon�D�� ite: Inspector: VYhite CopyAnspector's Ffle Cenary CopylSite Notke � � � � � �. � OATE TIME CITY OF ORONO CALLED IN INSPECTION N TICE ` SCHEDULED __:�' .� /�"�y` PERMIT NO. ' ?COMPLETED ADDRESS � OWNER TELEPHONE NO. � � � ��.��«- CONTRACTOR • �7�!f—�--0�� DESCRIPTION �_��L��;��`��-� �� ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE �TIC INSTALL 2 OWNERICONTRACTOR TO MEEf YOU: YES_NO c�., COMMENTS: W � � � `�l ^�' � � '� ��/ it,C.� � � -S' Gt, � �7/1. � � �/' r.�n 1 �w S�o/' ��J r" U�L a� � � —�.'� �/� , �c.Gr'�� , W � — � � Q �' �� 0�,� � w � � L �� WORK SATISFACTORY:PROGEED ❑ PROJECT COMPLEfE � ❑CORRECT VYORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALI FOR REINSPEC710N TEMPORARY BEFORE CONERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CAIL INSPECTOR �CITATION ISSUED � INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 2a hours in advance. (g52) 249-460� OwnerlContractor o sit�: Inspector. � �7� �� White Copyllnspector's Fils Cenary CopylS�te Notke � ', � l � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE �,Jq��SCHEDULED _�T7 PERMIT NO. �C�-�� -'�''� coMa�ereo ADDRESS ` ^�� r ' �— . OWNER TELEPHO E NO. 7 L� � �� 5 ��. CONTRACTOR - �� 1-� � DESCRIPTION � ��' �-��-��'� �� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL ��P��%f�� Q `�POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q��❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE S PTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU YES_NO v�i COMMENTS: � re�r � ��►� c ►��eer�� ' 0 �� 3a�` �TG� A!G✓' '' k •�a �vu� � 0 � W � Q � 2 W � w � j ��RK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE W ❑CORRECT WORK S PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p 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) 249-460� OwnerlContractor on sit�: Inspector. Whit Copyllnspector's File Canary CopylSite Hotke � DATE TIME�,� ____^----,.__ V CITY OF ORONO CALLED IN � �d �. ,T INSPECTION NOTI E SCHEDULED � �7 �L_ PERM�T NO. ��7"�� co LEfED ADDRESS � C� G( < OWNER TEL H NE NO. ��-�� -5 g�l CONTRACTOR � � DESCRIPTION �� ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLIN(3 O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL ? dMINENCONTRACTOR TO MEET YWl:_YES_NO � COMMENT'� � �3 c�ru„�,�s d� �'�ok� a� �a4� o —�" S�idr� �'ia.�t. �,J4ll �. � o � a l�iC�G�'S -� �i-� �� W � -" C 2 r-vG I' /' �. Q i — � �GH� � � O� �- �O vc� j �'� �l'd vi�e .1¢✓�-�� G-roQ ��'C S ��. 0 W� ❑VMORK SATiSFACTORY:PROCEED O PROJECT COMPLETE RR CT WORK 8 PROCEED ❑ISSUE CERTiFlC/1TE OF OCWPYINCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEIdPORApY V BEFORECdNERINO PERMANENT ❑CORRECTUNSAFECONDITIONWRHIN HWRS. p pHOTOTAKEN iNSPECTOR WIIL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ��TATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANOE ACCESS. CaN forthe next inspection 24 hours in advanoe. (952) 249-4600 ONrt�lContractor on site: �nspector: �-/� �- wn��e covrn�sPe��or.F�u c,�ary co�r�sn.Hoe�c. / � ! ; . 3�r� � E h1�7/�7 IME CITY OF ORONO CALLED IN , -- � INSPECTION�ypTICE ,; SCHEDULED PERMIT NO. ��,%�- � ��'`' � coMP�Ereo _�, -. ADDRESS � '� � � 2 S e '�� OWNER TEL HONE NO. CONTRACTOR �1' ' � � � DESCRIPTION l� ❑ FOOTING ❑ DEM -FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q �FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL 2 ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL Q O'WNERICONTRACTOR TO MEET Y�OU: �� YE3_NO� ----.-� <-� .y .� � ,-�t c�i� COMMENTS:%i.6�,�ka(C:i� ; r,y�� i'� �y.–J�/,��/ � � � n . o cc � �... Ar �h. R l Q �✓r�� ✓�C/�� , , Q � �U�t��ti.�.� l�t��v.J�'bC]�•�, � s�'l�S'ct�.� 2 6� . • � — /s'!cc LG`t ,�ass /�r•��D �'c.�e •�s�o—` W . � Co K�-va/—i?/14�•2��.•c, ZL1,v�slro��c�.C� W � RKSATISFACTOR�F.PROCE�� C�-❑ PRCIJECTCOMPLEfE ' ��RECT WORK�PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PEHMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. �pHOTOTAKEN INSPECTOR WlLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (952) 249-46�� OMmerlContractor on site: Inspector: /h^- WhiM Copyllnspector's File Cenary CopylSite Notice �/� � p/�TE TIME CITY OF ORONO CALLED IN 5'" '– --�,�,� IN8PECTION N TICE �D ry) _SCHEDULED a– � ,�v PERMR NO. � ��CO LETED ADDRESS �� _ _ � pMINER TE ONE NO. � COI�fRACTOR � DESCRIPTION � �� ty ❑ FOOTING ❑ DE -FINAL ❑ SEPTIC FINAL Q � POURED WALL ❑ PLUMBING RI � EXCAV/(iRADIN(i/FILLIN(3 O ❑ FOUNDATION WATERPROOF ❑ PLUMBINCa FINAL ❑ TAEE REMOVAL Z �RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION � 'p�RAMING ❑ MECHANICAL FINAL 0 RATED WALLS � ❑ INSULATION ❑WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑WATER HOOK-UP ❑ FOLLOW-UP W ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATIONIREMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC�NSTALL � OMINdYCOlRNAG7'OR TO MEET lf W!:_11ES_NO � COMMENT� 4 ��y K r — � " S?2�S„T /c-�D c� � �a..�c� �.�E�Z�,ro.,�s 0 � i� ��o�� — � Q — r�aK -�- 6 e v�� a� �-- i „� — � �'o�/�✓e. �.,s�� Gc��c9- e�1 �L` � d K -� Go �� ✓ � � �►�� o�� W�o��wo�c a�oc�ee o issue c�n�►rE oF ooa�cr o O OOf�CT 1NOf�(,CALL FOR i�INSPECTION THrIPORAiiV �j �� PEAMANENT ❑(�ORFIECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED D 8TOP ORDER P08TED.CALL INSPECTOR ❑IN8PECT10N REQl11RE0.CALL TO ARRAN(iE ACCESS. c��u no�,�s h��,os. (952� 249-4d00 o�s�: Inspector. �� vr�n.covv�w•��'s� c.n�ry co�sn.Noa�.