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Home My WebLink About2016-00625 - attached deck CITY OF ORONO * 2 0 1 6 - 0 0 6 Z 5 * 2750 KELLEY PARKWAY DATE ISSUED: 06/2U2016 ORONO, MN 55356- ' (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 1360 RAILROAD AVE PIN : 10-117-23-31-0007 LEGAL DESC : LJNPLATTED 10 117 23 : LOT 000 BLOCK 000 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : DECK ATTACHED ACTIVITY : 434-RESIDENTIAL VALUATION : $ 8,200.00 NOTE: AFTER ALL DISTURBED AREAS HAVE BEEN ESTABLISHED WITH VEGETATION CONTACT US FOR A FINAL INSPECTION. ESCROW MONEY WILL BE REFUNDED UPON SATISFACTION OF THE ABOVE. INITIAL:��_,. � NEW ATTACHED DECK APPLICANT PERMIT FEE SCHEDULE 185.83 STATE SURCHARGE(VALUATION) 4.10 LEMMERMAN CONST. INC. TOTAL 189.93 9037 CTY. RD 17 SE DELANO,MN 55328 Payment(s) CREDIT CARD 9923 189.93 (763)972-3003 Minnesota State License#: BUIL-4854 OWNER TWELVES, STEVE& SALLY 1360 RAILROAD AVE WAYZATA,MN 55391- AGREEME1vT AND SWORIv STATEMENT The work for which Ihis permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the ? �� State Building Code. This permit is for only the work described and does ,�,., not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be lr�� revoked at any time for due se. ` �`X' �P"e-'i� � � �� -� '' - ,,,� -� 2i •.:�'tit� � � " � �-„ � L i i i�� p cant Permi e Signature Date Issued By Signa re Date � CITY OF ORONO � � , BUILDIIVG PERMIT APPLICATION ( �� . FOR NEW STRUCTURES OR ADDITIONS MailingAddress: Permitnumber: � �` y' ` �� PO Box 66 ��' � C'�`_��`�� Crystal Bay, MN 55323-0066 Date received: -"/ �� RecelYedhy-:-- � �, Street Address' - - —--�-7 �'� � 2750 Kelley Pa �—�--- �lan review fee: � / ' ��kESH��G Orono, MN 553�-__,�_ � . �V 1,� 1 Main: 952-249-4600 Tot'Ta F-e`e:`�------`��D�a Fax: 952-249-4616 �vv✓w.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�cv. �� ,�1. , �(�t � �� S 3�� I Will this be a Parade of Homes, Remodelers Showcase Home o other isplay Home? ❑ Yes ' No If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service wrll be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: 0 Name: L�w.�Yv.r ati�a�.. �-r-kc�r�.. �:�c. . State License # . �„ C�� S4 ��xpiration Date: 3i f� A i Phone: cell 7 fo�j ' �.Z�i - t�� office Mailing Address: �p 3'7 G4� _ �� , � Cit : ��i v ZIP: �$3 Z Contact Person: �"'rovv. �Qw.�� r,•,ct,�. Applicant is: Contractor'. / Homeowner (CircleOne) Email and/or Fax: L�v�tic E3+ti ��C � r�v�� s��. (;a� PROPERTY OWNER INFORMATION�^ Name: S'�'k.v'� c�.� � �ta�(�. 'rJ �Y�-S Phone (day): '1�'3 - 3b� -- 3 Address: t-`U- �X � � Cit : �� n� ZIP: rJ Jr� Email and/or Fax W� v�SS � c�� . ARCHITECT/ ENGINEER INFORMATION: Name: Phone (day): Address: City: ZIP� Email and/or Fax: PROJECT INFORMATION: Description of project: I�ZC K 1.Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal 8� �New Construction Sin le Famil with Water Supply � g y ❑Accessory Bldg./Garage ❑Addition attached garage �Deck ❑Accessory Building ❑ Single Family with ❑ Office/Commercial ❑ Public Sewer ❑ 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 8 permits. ❑ Industrial ❑Warehouse Minnehaha Creek Watershed District(MCWD) ❑ Other: s eCi ❑ Private Well 15320 Minnetonka Blvd � p �� ❑ Other(SpeCify) Minnetonka, MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or $ �,h,�l J V Estimated Construction Valuation (excluding land) � CITY OF ORONO Last Updated: January 2015 � QG�L 5' ��-- STRUCTURE INFORMATION: � 1. Structure Dimensions . Structure Dimensions(c ntinued) 2.Type of Construction��/',� , n (J a. Length(ft.)= Z V +� - Number of bedrooms=�_ '��/yood/Frame b.Wi dt h (ft.)= � 2 �� " Nu m b e r o f g a r a g e s t a l l$':� �S�Y ��/� �� Areas in square feet Attached = �"'�� CG�: ��j�- � ��9• c. Basement= Detached = �,` C'. �St StOfy = r'1 rin_cita Profah e.2"d Story= fab f. '/z Story = ❑ Other(please specify): g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed A licable � ❑ Buildin Permit Escrow A reement and Fees ❑ Plan Review Fee ❑ Com leted A lication Form ❑ Pro osed Buildin Plans—2 fulf size sets,to scale and 1 reduced 11 x 17 or 8'h x 11 set ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements p Surve —2 full size,to scale meetin ALL surve re uirements ❑ � Hardcover Calculations ❑ Se tic S stem Certification ❑ Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD statin no ermit is re uired ❑ � Landsca e Walls and/or Retainin Wall Plans ❑ �' Stormwater Pollution Prevention Plan SWPPP ❑ 1� 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: � �J� � Owner's Signature: '� '� r� Date: � ( � � � Last Updated: January 2015 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: _ I c/VlV ( ((� � � Permit No.: �i )�(0=(�((LZ,,� Description of work: � T1 Date Rec'd: �U•� •j� Septic review by: ,�MI�(,Ir Y- W� Date Approved: �— Zoning review by: Date Approved:�,p • 2�� L/ Building review by: � Date Approved: � � Grading review by: "J Date Approved: � -" Zoning District: �-��' Zoning File#: Reso#: Reso Date: Zoning: Lot Area: SF;AC Width: Lot Coverage: SF % Survey Submitted: �Yes 0 No Date of Survey: �'Z-1 '��Q�evised date(?): �� Landscape plan submitted? � Yes �No Landscaper: �� 1�l�1,(� ��.Q � Proposed Setbacks: � (2,�1� 41 ',�e_..., � a�' S{�p N::a ikvt� 3�� Front (�.ak� Rear(S�) ( 1� S E W ) ( N �S E W ) Other Buildings Wetland Side 8ide ---- �c� � -- .�� ----. nJ� Defined Height: Peak Height: FFE: FFE minus 6 feet= (Existing Contour) Perimeter(linear feet) = 50%= L.F. below grade Basement? � Yes � No, Stories FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: The distance between the lowest proposed Slab at or above grade— floor(of the basement or crawl space)and measure from hiqhest existinq START WITH the highest point of the roof. rade to the highest point of the START W ITH roof even if fill was brought in to elevate home. If you have a... . ` SUBTRACTION • GAB�OR HIPPED ROOF(na Slab below grade—m�asGre/ (BASED ON wiadows): Subtract half the distance from highest existing g�ade to the ROOF TYPE) ,,,>b'etween the highest point of the roof hi hest oint of the roof. ' i` to the low point of the corresponding If you have a'.. i r'� gable or hipped roof SUBTRACTION ' �gLE OR HIPPED ROOF / • GABLE OR HIPPED ROOF(with (BASED ON /�no windows): Subtract half windows): Subtract half the distance ROOF TYPE) / the distance between the ,�' between the top of the highest highest point of the roof to '� window and the highest point of the the low point of the roof corresponding gable or hipped roof • ALL OTHER ROOF TYPES(flat, • GABLE OR HIPPED ROOF mansard,etc):No subtraction. (with windows): Subtract SUBTRACTION Subtract the distance between the half the distance between (BASED ON basemenUcrawl space floor and the the top of the highesl EXISTING highest existing grade adjacent to the window and the highest GRADES) foundation OR 10 feet(whichever is less). point of the roof • ALL OTHER ROOF TYPES (flat,mansard,etc):No �' EQUALS Defined building height subtraction. Defined building height EQUALS Updated: October 2015 z:\forms\plan review checklist 10-2015.docx Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? Yes � No Permit Number: 0 Yes � No N/A � Ye Na- ❑ N/A—see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and sf % and sf � 20��fD ZQ,Q�!D � Yes No � Yes No ' 1 2 � 3 f 4 5 j_,',. '" Type(s): Type(s): �/ �Q.� .S 1 U i „ , i-' i Fees to be Char ed YES NO Permit Plan Review State Surcharge {�.- Investigation Fee SAC— Number of SAC Units (/- Other(specify) � �: Square Foota e $ per Square Foota e Basement X = $ 'i 1 St Floor X = $ 2"d Floo� X = $ ,_ Garage X = $ rr d Estimated Construction Value: $ �,��Q - l Orono Inspections Required Work Requiring Separate Permits �Footing 0 Site � Plumbing � Grading/ Filling � Poured Wall � Silt Fence/Erosion Control 0 Mechanical � Fire ❑ Foundation Survey � Hardcover Removal 0 Septic 0 Water Connection 0 Foundation Waterproofing ❑ Other(specify) 0 Fireplace � Sewer Connection �Framing � Masonry � Lawn Irrigation 0 Insulation � Mfg. ❑ Landscaping � � As-Built Survey 0 Other(specify) Final ❑ Lathe Required State Permits ❑ Other(specify) 0 Well ❑ Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: See Bu' e knowledgem o Pri to release of e money an as-bui survey and h over alculatio ust ubmitte ve . Q lS Y V`c- l � �l'0�-� . �Sc,l'oh/ ��i t � �u cA �ar'-- Ob W�- O�.ba�e. Updated: October 2015 �•\fnrmc\nlan ravia�ni rhor41ic4 1(1_9(11�i rinnv Clh/Of OlOf10 � � Hardcover Calculation Worksheet ��t�►ndd�: , 3 6 a ��.� �_o� ,�,� � � ' � bY �� ---;..j �� : 6 �� b r , b stormwater c�ua�►ov�eriay District r�er: (c.irde one) rier 1 Tier 2 �risr 3 Tier 4 Tier s gtop 2: PROPOSED HARDCOVER In the tollowing table,idenlifY aU i�ams af propoeed t�ardc�ver on the property.keyed by letter�Cerdficate o�Survey (survey must acoon�anY fh�form).i�c�ude ad e�hardcover itierr�s that are inlended b r�emein,as w�as ali pnoposed hard�i�ems tttat wiN be added. Use as many lines as nec�sary bo ac�atelY depk�P►'aPosed har'dc�ver statius o�the property.For lier 1 prcperties.iderr�tY anY te�hmes by letter v�hidt�e sp�t s�the 75 sethadc line and calc��tabe handoover' inr each Key to �+dcov�item(Describe) Length x Width Toml Surve �Fe� _ ;;;: _ _ _: ..,_ _: _: .- - - ,: _ . . ;` , .-_ ,= _ ''x_ �S;F. A � � � - � 2 S.F.. B QY 2� k ! Z�O S.F. C oT�. 2 X � � S.F. D �G � 2�'1 K 1. � S.F. E D ec �rs 2 *4 � �� _ � O S.F. F f d iti o r 1'J ,� 2 S.F. G r� �e a o� 2 2 X 2 S.�. 3 H 2v x 3 2 S.F. i C 2 " 1 - S.F. J � � ~� x r S.F. K S.F. � S.F. M S.F. N S.F. p S.F. p S.F. (� S.F. R S.F. g S.F. T S.F. U S.F. y S.F. �y S.F. X S.F. y S.F. Z S.F. 1 Totai Handcover !o S.F. `�e� '�: . :G�da�c�T� -- - _ -_ - _ �. .t. S.F. S.F. S.F. � S.F. S.F. 2 Total E�a�le HardcaMer S.F. 3 Net Hardoov+er I�e 2 firom�e t S.F. 4 Toisd Lot Area 22 Z S.F. Propoaed Hardoo�er P�e I t3)�'(4)I 20.� 9� Paoket tast t�pd�alsdt ,lermery 2ots This Is an H6tmsEian padaet re9ar�ng F�a►�corer. [wery elFat r�es veen rr�edl�a errs�ens U�e sax�acY d the Indanneflon oar�irsd hs�e�ir�Now�eMer.�any Ard�ormatlon ls nof onr�nisat w�ih Prov�fO+�s d ihe C�Y Code.tlie Code provlsions wiYpre� City of Orono �E,�� o,�o Hardcover Calculation Worksheet�uN o �201 Property Address: 6 yF L � `'KfSHo�� Prepared by: te�/g TW@IV@S Date: 6 / RONO Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1: EXISTIPIG 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 Hardcover Item (Describe) Length x Width Total Surve (Square Feet) Exam le Gara e 24'x 30' 720 S.F. A House '��x 2�:' � ��-" � p:�E S.F. B Front porch 2�'x 10' 240 S.F. � Front porch steps 6'x 4' 24 S.F. p Back porch i 2'x 12' i 44 S.F. E Deck behind porch 6'X 12' 96 S.F. F Deck to side of porch 12'x 24' 240 S.F. G Deck stairs 12'x 4' 48 S.F. H Driveway section 1 22'x 25' 55(� S.F. � Driveway section 2 20'x 32' 640 S.F. J Driveway section 3 22'x 18' 396 S.F. K Sidewafk s°x 22' i32 S.F. L S.F. M S.F. N S.F. O S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Total Existin Hardcover 4�:��, S.F. Excludable Hardcover(See Cit Code Sec 78-1684 : S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover S.F. 3 Net Existin Hardcover Subtract line 2 from line 1 S.F. 4 Total Lot Area 22264 S.F. Proposed Hardcover Percentage [(3)=(4)] % ze.a (Proposed Hardcover next page) This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the information contained herein; however,if any information is not consistent with provisions of the City Code, the Code provisions will prevail. Page 8 of 9 (Top 3 inches reserved for recording data) WARRANTY DEED Individual(s)to Jolnt Ten nts eCRV# ��3 DEED TAX DUE: $ DATE: v��-��`��' �i �� FOR VALUABLE CONSIDERATION,Michael J.Lasher and Regina Lasher,spouses who are married to each other("Grantor"),hereby conveys and warrants to Steven R.Twelves,and Sally A.Twelves,("Grantee"),as joint tenants,real property in Hennepin County, Minnesota,legally described as follows: All that part of the Northeast Quarter of the Southwest Quarter of Section 10,Township 117,Range 23,Hennepin County, Minnesota,described as follows: Beginning at a point on the Southerly line of Lot 6 of Elbridge S.Barnes'First Subdivision distant 205.08 feet Southeasterly from the Southwest corner thereof: Thence Northwesterly to said Southwest corner; Thence Slouthwesteriy along the Easterly line of the right-of•way of the Great Northem Railway 179.06 feet; Thence deflecting left 90 degrees to an intersection with a line drawn through the point of beginning at right angles Southwesterly from the Southeriy line of said Lot 6; Thence Northeasterly to the point of beginning; Subject to that part thereof lyfng within Central and Raifroad Avenues. Hennepin County,Minnesota. Check here if all or part of the described real property is Registered(Torrens)❑ together with all herieditaments and appurtenances belonging thereto,subject to the following exceptions: Reservations,declarations,easements,covenants and restrictions of record,if any. ECB-1015 Page 1 of 3 Page 2 of 3 WARRANTY DEED Check applicable bopc: Grantor , ❑ The Seller certifies that the Seller does not know of any wells on the describe�real property. � A well disclosur�certificate accompanies this document. , ❑ I am familiar wi�h the property described in this instrument and ichael J.Lasher I certify that the�status and number of welis on the described ��v ,_D �2 / s real property hajve not changed since the last previousiy�led , �« dC�-t—�J well disclosure Certificate. Regina Lasher � Page 3 of 3 WARRANTY DEED 1 State of Minnesota,ICounty of 'I"T" �1�� This instrument wa�acknowledged before me on �L�- ��1 a�� ,by Michael J. Lasher and Regina Lasher, spouses who are married to each other. � (Seal,if any) � (e,�C�a:Go" `�'��: � , � JULIANNE R.MICKELSON (styna ofnotaria�o�icer) NOTARY PUBLIC-MINNES07A MyCommissionExpires Title(and Rank): January 31,2020 My commission expires: (monthldayyear) THIS INSTRUMENT WAS DRAFTED BY: TAX STATEMENTS FOR THE REAL PROPERTY DESCRIBED IN THIS Liberly Title,Inc. �NSTRUMENT SHOULD BE SENT T0: 11108 86th Avenue N Steven R.Twelves Cc�n C� 5 r..�� }• '�"u.��' �v'pS Maple Grove,Minnesota 55369 l ��0 d ��-�!rL�aG� �`�-(''-� File No.:MC-1605-1U62 ��Gt�/ZG�'f"�~� m N S S 3�' � Christine Mattson From: Christine Mattson Sent: Monday,June 06, 2016 4:27 PM To: 'twelvessl@aol.com' Subject: 1360 Railroad Ave/#2016-00625 Attachments: aerial photo.pdf;2000 survey.pdf; Hardcover Information Packet -2014.pdf H i Steve, Per our telephone ca,nversation, attached is a copy of the City's Hardcover Information Packet, Hennepin County Aerial Photo and a survey o�file from 2000. The survey is a 1"=40' scale. Even though most of the hardcover is existing, use the proposed hardcover calculation worksheet when preparing the calculations for the property and the deck addition/reconfiguration. If you have any questions, please don't hesitate to contact me. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN � 55356(physical address) PO Box 66 I Crystal Bay I MN I 55323-0066 (mailing addressJ '� 952.249.4620 � 8 952.249.4616 � cmattson@ci.orono.mn.us � �b www.ci.orono.mn.us Summer Office Hours: (Monday, May 23 through Friday,September 2,2016) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday,July 4, 2016 1 �' Hennepin County Property Map . Date: 6/6/2016 }• 1� w.�. r . � s.-- ��'� �� " � ,,. _. _ : _. � . m � � . �'l�' �� ,y�� ,� � �� + �», � � � � � , _ x , ��-M� � 'p" ��. �, u� _ €: � � '� � i ., � �"6 _ 4 i � � "� � & , � � ,�` � � � , s. , , _ � ��.,- �, �.� ' � ` '� � ` - � j . :. , � � . � �. ,�+ 4 '�. ; a .� a'�3. 'f''"`4� '�d� 't. � �..y J!"� . , . ... 't 'a�"`�,� �1��4`�, ,��'�.. ��,�., � t ��. � • �� r } �� ' f � /� .. . K " � � �� $ "�4� R� � . �R�yf' 4., A .. � �.-` �� y� � � �a i -� .+# 8 �4 .�� '�9�"x � �S �:� t�� ,�T--! ��<: ��w�'�� Y�� M�..'e.. �f —+.... . � ♦ 'k.\ �,,, v � "� k r�� , 'y � •f� y�� . • ��.�,. M��,�y�� ,�.�._. ' .. 6� . �. �Y7F.-,�: '� �..�. .:� .... � , >. � °��rj€ d`� � ' '� ,� ry� :�€`�6� �• :��: ��,� `� ;� ' � A „ . � r , . �^•a� c' � -� `` �'�" �r,,t � " ;�,'F ,. _ � _� _ � �, `'.+�. � , ,�, ' � � � '� "�x ' . � f _ '��. � � �, � '� . � #�w�� ' - s .� �a .�'�,�,.�. T ' ,- . t � '� `�"� ` � � � ��`~ �+`r �� `..�r �� ' �;��r!� ;f �� .� �i��;,��""�- ��u � �^� x- •�� ' � F �,��,�+°,� � � .i,� i�` �� -'�� " s , �.. � � d " . µb �d., .�x,.... �. ,t j � � .�y,�,,t.. .�'}p.., a� i `�,._,._ i ` }r - ' ' � ' 1 inch = 50 feet . ._. �t �*.r � � ��_. PARCEL ID: 1011723310007 Comments: OWNER NAME: Michael J Lasher PARCELADDRESS: 1360 Railroad Ave, Orono MN 55323 PARCELAREA: 0.56 acres, 24,500 sq ft A-T-B:Abstract SALE PRICE: $225,000 SALE DATA: 01/2002 SALE CODE: Wa rranty Deed rnis data(i)is furnished'AS IS'with no representation as to completeness or ASSESSED 2015, PAYABLE 2016 accuracy;(ii)is furnished with no warranty of any kind;and(iii)is notsuitable PROPERTY TYPE: Residential for legal,engineering or surveying purposes. HOM ESTEAD: Non-Homestead Hennepin County shall not beliable forany MARKET VALUE: $274,�� damage,injury or loss resulting from this data. TAX TOTAL: $3,234.14 COPYRIGHT OO HENNEPIN ASSESSED 2016, PAYABLE 2017 couNrY 2ois PROPERTY TYPE: Residential HOMESTEAD: Non-homestead MARKET VALUE: $292,000 ��e.� �{�'��,aC ha��f � . �� Reviewed for.Cod� �II� � �� Co �„;.�� , m,pliance C�ty of O�no , 7 3J4" MAX. RISER i 0' M►IN. TREAD �`q�'e `�'��`� Data � 1�0 � �'-£s" M1I�. HEAD�OOM - --- ...w .__ _.� _... _._..�.. ..�. .�,......._. ...� .... �... .�.� Z-I y ' Review�er ' . _-_ ----_ -�n�ov��wS�nNa cac ��2 r�� Pmo�/nS 15 x � City of Oro�� . Plan � , - Site Plan Review Date: '�'( <�� J I�� pPROVED ' l 1 � � � � C�-- `'/(� �j r'�r�/1 p APPROVE�WIT!-� �;FVISIVE��S( n tes � � � //� � ) � �� /`` y � ��a �y�,�8�y� ��q�"d�G p DEN��'D �' � t/ '� 6 � � C-Y i � � � � t � � Sta . t � � � ► i i ; . ' T ' � + � �� ►�nov��xi�nr�v�nmows � � NE W� ' , � � � w n�cx �n � � , � s�n�u q � , �W SGI��N IZ�I'I. � � 5Q,�t,�@ 38 � � I �DE CI� �w n�cic� � ► . �Mov��u�nn�s�n�oo� = I �zo' x �It'� �'�sr�,�r�s � v, 5 t�W 2 X 12�At°t�i� 1 I �� Oo { � 2 X 8't'i�A1�n i , � ► � � _ � 16" O/C j = p��GOI.A J015�'S � � 0 � � _ � o a� � a�ov� 24"_/c � � � � . , EMODEL D� � i� � � � � �� S CRE�'N �� g �� f7�LOGA1'� � .�� .� s ��►�,� � I s �.�� { �S(i�l :� �'i i A/C ; i F'D R CH '� i = �,,��-e c�� i � 7'-I I" ; � 2'�8" y'-3 ' y�_�� > 1'-4�� X f >'-8" � N�W= i � I N�W f�W N�W 6' PAfilO t70012 ! 17�6 O { � � IZ' pA110 t7001� i �6 0 i li'�660� �� .." ,._.,...�� ':�W..'s�,t'�." "� ` � c.; f i � � �I I l _ n�w�� s��rr�e� � f •n�c o� 3� � �` / i�� '..J,� ��_ . r... .,i I N � �� I I � 3 ° I._ _ .... ..... ...:...,� ��. . , .g 9 -8 � � .�r v�x��Y�oc�,nvt�' _ _��_�. -- --- -------------- �--- -- 6 "= '_ dF�GZ�R'��------- i � , w��+ow�►� r�, o t � �,' MOI.�EL� 4 �"��I'�I�t�, ` � N � �V � � lJ�� '' ' � � ('� YY' � s�, `� � ay{ � " ��tJpi�°ah A�R,6n!l�.y ��i ..y � � � t +�+� �"��r..�7 ri y� 8 x��1,� ,.. ..t ,.#.°rr,Y.NI' �;��...,�.-� � . .� ��.. '`; .. . �..,� r�.,��.:. �fi t;:i -`......�:.� .....�� .1.;1 ,'�.�°�..��- fi;i'ii�fu , i. � ,.... .. ��. .� #�� . . -•',-��" .. .:,:.,.g � "i.,�� .A � Bear� and footing sizes Based on No.2br better pressure treated Southern Pine with 40 Ib live load and 15 Ib dead load . Post s acin 4' 5' 6' 7' 8' 9' 10' 11' 1Y 13' 14' Southem Pine Beam 2-D�i 2-2x6 2-2x6 2-2x6 3-2x6 3-2x6 3-2x8 3-2x8 3-2x10 3-2x10 3-2x12 --------2 2x8---------2-2x8---------2-2x10-------2 2x10 2 2x12 2-2x12 Eng Beam 6' --------------------------------�------------- ----- ---- --------- --------- --------- --------- ---_-- -------- ----- ---- --_----- ComerFooting 6 , 4 7 �' 5 7 6 5 8 7 6 9 7 6 9 ;�- 6 10 �: 7 10 �' 7 10 �' 7 11 �i', 8 11 � 8 Intemiediate Footin 9 8; 7 10 $' 7 10 �` 7 11 �' 8 12 '�ti 9 13 4t� 9 14 1''� 10 14 1�:10 15 1��10 15"i�"'11 16 t3 11 Southem Pine Bearr� 2-Dc6 2-2x6 2-2x6 3-2x6 3-2x6 3-2x8 3-2x8 3-2x10 3-2x10 3-2x12 3-2x12 2_-2x8 2�c8 2 2x10 2-2x10 2 2x12 2-2x12 Eng Beam Eng Beam 7' -------- -------------------- - --------- ----- --- --------- ------- -------- -------- ------ --- ----- ---- -- --•------ --- .... .- -- ------ ----- Comer Footing 7 5 5 7 8- 5 8 T 6 9 7 6 9 8' 7 10 8 7 10 8 7 11 �' 8 11 4', 8 12 1{�', 9 12 1Q' 9 Intermediate Footing 9 8 7 10 8 7 11 9' 8 12 90 9 13 11 9 14 1'1'10 151� 10 15'!3',11 16 43',11 17 14',12 17 1412 Southem Pine Beam 2-ac6 2-2x6 2-2x6 3-2x6 3-2x6 3-2x8 3-2x8 3-2x10 3-2x12 3-2x12 3-2x12 2-2x8 2 2x8 2 2x10 3-2x10 2-2x12 Eng Beam Eng Beam Eng Beam 8' ------ -- - -- - --- -------- --------- ---- -- - - -- - ----- ----- ----- ---- ---- -•-- -- - ---- ----------- - - - --- -- - -- ---- --- -------- Comer Footing 7 � 5 8 $ 6 9.7 6 9 � 7 10 $" 7 10 � 7 11 �` 8 11 9' 8 12##�' 9 13��}' 9 13 1't 9 Intermediate Footing 10 $ 7 11 9 8 12 10 9 13 11 9 14 1"t.',10 15 9�10 16"��'r11 16 13`12 17 9412 18 i5'13 18 1�13 Southem Pine Beam 2-Dc6 2-2x6 2-2x6 3-?x6 3-2x8 3-�c8 3-2x10 3-2x10 3-2x12 3-Dc12 Eng Beam 9, 2-2x8 2 2x10 2-2x10 2-2x12 3-Dc12 Eng Beam Eng Beam -- -------- ------------ --- --- -------- --- ------- --- --- --- -•- •-- - ------ - -- -- -- --- - ----- - --- ----- ------- - - ----- Comer Footing 7 6 5 8 7' 6 9 7 6 10 $ 7 10 9' 7 11 9'. 8 12 1i}' 8 12 iQ 9 13��---9 -13-1'�,-9- -14 11 10 Intertnediate Footing 10 8 7 12 1t!' 8 13'�#3' 9 14 11 10 15 12;10 161�'111 171+�12 17 1412 18 4�13 19 9�'113 20 f�r14 Southem Pine Beam 2-Dc6 2-�c6 3-2x6 3-2x6 3-2x8 3-2x8 3-2x10 3-2x12 3-2x12 Eng Beam Eng Beam 10'• _.._._._ 2-2x8 2-2x8 2 2x10 3-2x10 2-2x12 Eng Beam Eng Beam -•-- •--------------------- --------- ----- ---- ------- --------- --------- -------- ------ --------- --------- -------- - ---------•-- - --- •----- ComerFooting 8 :6 6 9 7 6 10 $ 7 10 8' 7 11 9 8 12"10' 8 12 1#�'. 9 13 1i 9 14 �i 10 14�t210 15 12';10 Intertnediate Footing 11 9' 8 12 1t�' 9 14 19;10 15 12 10 16 1�`11 17 1412 1714 12 18'��13 19't614 20'IB 14 21 �7 15 +'_+ SoWiem Pine Beam 2-2x6 2-2x6 3-2x6 2-2x8 3-2x8 3-2x10 3-2x10 3-Dc12 3-ac12 Eng Beam Eng Beam 2-2x8 2-2x10 2 2x10 2 Dc12 3-Dc12 Eng Beam Eng Beam d ��' ---- -- --------------- -- ------- ----- --- -------- ----- - --- --- ----- ---- --------- --------- --------- - ------- -------- ------- -------- ----- --- ------- J Comer Footing 8 7 6 9 7' 6 10 8 7 11 9'' 8 12 9' 8 121� 9 13 11 9 14 ��.,10 14��10 15`�9�10 15��`11 y Intermediate Footing 12 9 8 13 91 9 14�2 10 15 1�,10 16'k�:.11 17��12 17�4 12 18 9513 19�i14 20�$i14 21 '�"�;15 � Southem Pine Beam 2-ac6 2-2x6 3-2x6 3-2x8 3-Dc8 3-2x10 3-2x12 3-�c72 Eng Beam Eng Beam Eng Beam 72, 2-2x8 2-2x10 2-2x10 2 ac12 Eng Beam Eng eeam -- ----- --- ---- - ------ - --- ---- -- ----- ----- -- -------- --------- --- ----- --------- --------- -------- -- --- ------ ------- ------- --- --- ---- Comer Footing 9 7 6 10 8 7 10 9' 7 11 �- 8 12 '�� 9 13��? 9 14 11''10 14 42 10 15 1�10 15 13 11 16 1�11 Intem�ediate Footing 12 1� 9 14 1910 15 12'10 16 13 11 17 14 12 18'��13 1918'14 20 t�14 21�1715 22 48''115 23 4$16 Southem Pine Beam 2-Dc6 2-2x6 3-2x6 3-2x8 3-ac10 3-2x10 3-2x12 3-ac12 Eng Beam Eng Beam Eng Beam 2-2x8 2-2x10 2 2x12 2 2x12 Eng Beam Eng Beam ---- -- ---�----- --------- ---- ---- ---- -------- ---- --------- ---- ------ ---- - -- --------- -------- ---- ---•------- -------- Comer Footi 9 7 6 10 $`` 7 11 9 8 12 10 8 13 1t! 9 13�� 9 14 4�10 15��10 151�'11 1613;11 17 1412 Ir�tem�ediate Footing 13'l�?- 9 14 92 10 15't3 11 17'{4 12 18 1513 19!t�13 20'!�14 21 �!"�75 22 1$'15 23'1�?16 24 1917 Southem Pine Beam 2-Dc6 2-2x6 3-2x6 3-2x8 3-2x10 3-2x10 3-Dc12 3-2x12 Eng Beam Eng Beam Eng Beam 14' - 2-2x8 2-2x10 2 2x12 2-2x12 Eng Beam Eng Beam - ---- ------------------- --------- ---- ---- --------- -------- ----- ---- -- ---- - ----•- -- --- --------- --------- ------ ------ ------- --- --- ----- ComerFooting 9 8; 7 10 $ 7 11 � 8 12117' 9 13 11' 9 14 1110 1512 10 15 43 11 16��^i1 17'��'12 17"�4'12 IMertr�ediate Footing 13 11 9 15 12 10 16'��11 1714'12 18"t�'1:13 20 1�14 21 17 15 22 1$15 23'�#�:16 24 ��'17 24�17 Southem Pine Beam 2-2x6 3 2x6 2-2x8 3-2x8 3 2x10 3-2x12 3-2x12 Eng Beam Eng Beam Eng Beam Eng Beam , 2 2x8 2-2x10 2-2x10 2 2x12 Eng Beam Eng Beam 75 -------- --- --- ------ -------- ----- ---- -_------- ------- --------- -- --- -- - -- ---- -------- ---- ---- -------: --------- -------- ------- -- --------- -- -- - - - Comer Footing �f� ,� 1a 11 f3 8 12'tf1 8 13 10' 9 14 14 10 14"!�10 15 12 11 16 t� 11 17��12 17'C� 12 18'I�'113 Intertnediate Footing 15 1�'11 17't4 12 18 1�,13 19 �14 20�!!?'14 21 i7'115 22 t$16 23 19 17 24 2t}17 25�'� 18 Southem Pine Beam 2-2x6 3-2x6 3-2x8 3-2x8 3-2x10 3-2x12 3-2X12 Eng Beam Eng Beam Eng Beam Eng eeam 2-2x8 2-2x10 3-2x10 2 2x12 Eng Beam Eng Beam 16' -------------------------------- - --- ----------- --- ---- ---- -- -- --- ---- ------- --------- ------ ------- --------- --------- -------- --------- ----- --- ComerFooting 10 �' 7 11 9'. 8 12!Qi 9 13 11 9 14 �1,10 15��;10 16�i�'11 16 13'12 17 1�F 12 18 1�13 18 1�,13 Intertnediate Footing 14 1'!I10 16 13',11 17 14'12 18 15`13 20 1614 21 1�15 22��,16 23 4�16 24�p 17 25 2i 18 26�l 18 Notes: 1. Joist length is total length of joist,induding any cantilevers. 4. Footing sizes may need to be adjusted depending on project. 2�en joist extends(cantilevers)beyond support beam by 18 5. Footings must be a minimum of 12"thick. fi All footin sizes above are base diameters in C�Y inches or more,add 1 inch to footing dimensions shown. 9 (� inches)and are listed for THREE SOIL TYPES: SAND 3 Requirements for future 3-season porches or screen porches: a. Increase comer footing size shown by 90%. I i��L b. Increase center footing size shown by 55%. "---"""""-------"---- ---""'-- " Comer Footing 10 $ 7 c. Locate all footings at extremities of dedc(no cantilevers). Intermediate Footing 14�9'10 d. Beam sizes indicated may need to be altered. Joist span � Based on No.2 or better wood grades. Design Load =40#LL+ 10#DL, Deflection= L/360 ' . . - . . 12"OC 16"OC 24"OC 12"OC 16"OC 24"OC 12"OC 16"OC 24"OC 2x6 10-0 9-1 7-11 10-3 9-4 7-7 9-2 8-4 7-3 2x8 13-2 12-0 10-6 13- 11-10 9-8 12-1 11-0 9-7 -- -----------------------------------------------��----- ------- �� . .......... -------------�� ------------ � -...---.................---------- � --- -----------�------.....-�----------------..... �� ............ 2x10 16-10 15-3 13-4 16-2 14-0 11-5 15-5 14-0 12-3 2x12 20-6 18-7 16-3 19-1 16-6 13-6 18-9 17-0 14-11 Sample calculations for using joist span, beam size and footing size tables Case I solution: Refer to tables for joist,beam and footing size requirements. a Example:a = 12 feet;Post spacing = 8 feet ,�'�� n' : Use the joist span table to find the acceptable joist sizes for a 12 foot span, 2x8s at 12 inches O.C., 2x10s at 16 inches O.C.or 2x12s at 24 inches O.C. Use the Beam and footing sizes table and find the 8 foot post spacing column. �3= With a 12 foot deck span, the beam may be either two 2x8s or two 2x10s, � depending on wood used. Depending on the type of soil, the footing diameter at the base must be a minimum of 12 inches, 10 inches or 9 inches for the corner post and 17 inches, 14 inches or 12 inches for all intermediate posts. Case II solution: Use "a"to determine joist size and "a"+ "2b"to determine beam and footing sizes. The length of"b"is restricted by both the length of"a"and the size of the joists. Example:a = 8 feet, b = 2 feet, Post spacing = 10 feet a ; b � Refer to the joist span table.For an 8 foot joist span, either 2x8s at 24 inches O.C. or ��_. �p�,�.�,��,�� 2x6s at 16 inches O.0 are acceptable. For sizing the beam, use a joist length of 12 feet (8 feet + 4 feet) and a post �� spacing of 10 feet. The beam and footing sizes table indicates that the beam may be either two 2x10s or two 2x12s, depending on wood used. Depending on the _ �= type of soil, the footing diameter at the base must be a minimum of 15 inches, 12 inches or 11 inches for the corner post and 20 inches, 17 inches or 15 inches for all intermediate posts. Note that because of the 2 foot cantilever all footing sizes were increased by 1 inches as required by footnote 2 at the end of the table. Caselllsolution: Use "a"or "b;'whichever is greater, to determine joist size. Use "a"+ "b"to determine the size of Beam 1 and the post footing size for the posts supporting eeam 1.Use joist length "b"to determine both the size of Beam 2 and the post footing size forthe posts supporting Beam 2. .a.yi b � Example:a = 6 feet, b = 7 feet, Post spacing =9 feet �t� a �°�e '' Joist size is determined by using the longest span joist (7 feet). The joist span Beam 1 � Beam 2 —+ table indicates that 2x6s at 24"O.C.would be adequate for this span. '' For Beam 1 and footings, use a joist length of 13 feet (6 feet + 7 feet) and a post spacing of 9 feet. The beam and footing sizes table indicates that the beam may � be two 2x10s or two 2x12s, depending on the wood used. Depending on the type of soil, the footing diameters for Beam 1 posts shall be 13 inches, 11 inches or 9 inches for the corner (outside) post and 19 inches, 15 inches or 13 inches for all intermediate posts. For Beam 2 and footings use a joist length of 7 feet and post spacing of 9 feet. The beam may be two 2x8s or two 2x10s, depending on wood used. Depending on the type of soil, the footing diameters for Beam 2 shall be 10 inches, 8 inches or 7 inches for the corner posts, and 14 inches, 11 inches or 10 inches for all intermediate posts. �- E:chibit A 1360 Railroad Ave., Crystai Ba 's� � �' `` `� �' . �0�� O�V� LEGAL DESCRIPTION:All that part of Northeast 1/4 of che Southwest 1/4 of Section 10,Township 117,Range 23, • � �described as follows: Beginning at a point on the Southerly line of L.ot 6 of Elbridge S.Barnes'First Subdivision distant • 205.08 feet Southeasterly from the Southwest comer thereof; thence Northwesterly to said Southwest comer, thence � Southwesterly along the Easterly line of the right-of-way of the Great Northern Railway 179.06 feet; thence deflecting left 90 degrees to an intersection with a line drawn through the point of beginning at right angles Southwesterly from the Southerly line of said L,ot 6; thence Northeasterly to the point of beginning,subject to that part thereof lying within � Central and Railroad Avenues. - . City of Orono � � Planning 8�Zoning Plan Review ,r- �0 Site Pian Review Date: ' � �� .,� � -�. � •�, O. ��'� �,��. � �- � � ��, �. '� ,> �PPRovEn ,:� r_• Q �-, J / �f� ,.:- �„�` { ,,.�g,: / �a � 2 � / �{ � �q�_ .-�;��a,� ..� h Q APPROVEQ WIT!-� F,FVi�lv"JS(ses note'� �-�.w� �:: . �� •�::;,._ p DENi� � .v ��c�N � ,': `r` �� Iack'b `~r=' �-- �Vz� r� / .�' �� ' °,i �- ,�:,�`�y„�r � � � 90 f �, - ��p�Wa - a� ,.o ' -�•,_�q/�. . � r�� '" � _ A �� ' �. �::� .P � ��, � M �`" " �P, r�� , `,� z,, S � �(� 3 'y �� ` �,� 62 � /; � c.� �� T`:.:�� r ?� �¢2 � ' /63,�zP� T�S ``4 �f � c � �: ,�;`: f+ r ::;'�-_ ..-� 2S, � ti x x�° �°.��` v �/ � S69 1 � '� V � '� �Q ,. C:a '� / S? �� , • o � D��o �; w� ��r� . S � o L �a , � ?. � � � Q r� V .p ;, .if _ %y' / O �j ' � � �l �['� , �DO °�.�C � 8�d c �� y, � ��G / � ��r�,�Q• � � I� � oP � p � '� �� d / �� ` � ,, ,,, : !9 �'�Pwd '\ � �x \ o� .�;:� y � � / . � Q' � � - � II � =1'� , , I a � �'�. �' L� / � � � � / f `a � � � / e' � 1 c�. �f;,, ,� �d" � ��, i � X --- �' � � .a; � °� �v c� �0 %�o h� 8 `� `�'--�. Q `A� � � �-� P e� `Q, � � i �i 8.•d � , Q� 4 Na � c�C -_' Q' � � - � � k , � � /� ,�, .- � ' . - : � •}3. 24 `� 4, �� .' - '�� ', � � � . v `f a qp�QaS. � �r"F+a��e P'Pe N ; 5 L`�c . n�°` •� '' • .:.t q o�� 4� \��/ , / N , oda4b o� / � � ..._ .: � ,� S�, � ,�o � � �, .. �v� , — ,,! b��/ � .�j � LEGEND: G I Z ��4g'� f� w�i f5 `_ _ i Scale: 1 mch=40 feet 6 t PP, '9s 78_ ��n�P , Bearings are assumed � ��. o Denotes Iron Pipe Found °'2; � � `�.:j $P.P.-Denotes Power Pole -` '��i1 S.P {/ �� M-Denotes Current Measured Distances � �� -� �'�`' D-Denotes Original Deed Measlu�ements � ,�; , Area=0.52 Acres � N�� 4- S�� _'=-� ' that this CERTIFICATE OF SURVEY was prepared by me and that I am a duly y � T�' I hereb cert�fy Re ' ter d Land Surveyor under the laws of the State of Nrnnesota. A s surveye d by m e t ' ay of ZoaO� . "Q�'//�'� Page 6 of 6 1,3(0� Nul(I�OOt� � 7� Z�Itp • OpcpLz- Garv L. B r, Land Surveyor,Mn License No. 10948 _ �� s � � � �TE� TIME CITY OF ORONO CALLED IN `� � INSPECTION NO��LC SCHEDULED 8-�� PERMIT NO. �;f� COMPLEfEDr ADDRESS ! � OWNER TELEPHONE NO.��2"g�� CONTRACTOR �- � DESCRIPTION � ly ❑ FOOTING ❑ DEMO-FINAL ❑ SE I 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 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � � O � � O � W � Q � 2 � W � W � � W RKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR Will REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Cail for the next inspection 2 hours in advance. 249-46�� OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSfte Notice DATE TIME CITY OF ORONO cnLLED IN INSPECTION OTICE / SCHEDU�ED PERMIT NO. � ' a�'�� COMPLETED r"13 '� ADDRESS �3�0 /�a•/•��4� �de � OWNER TELEPHONE NO. CONTRACTOR c�M�r��k C�+��' � DESCRIPTION A�� r"�' 4~j ❑ 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 �RAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNENCONTRACTOR TO MEET YiOU:_YES_NO y COMMENTS: W � r-,�- ,�e� �1�^ - � 0 � � �/a v.�o� �c y'�.� �oc,�s - !6 "O•�. � LrL�O e�C �S�it� /fOkS� �!�/ ./ �itS'�f - � � Q .�/ GfSC'ac�1 G�i�iAtr r rw., �D �eri..� w//��c,�� ,��.�ss�A � � G a� ' "/'titc�1 !�� 6�` W O RK SATISFACTORY: ED n��K�6 ❑PROJECT COMPLEfE CY/�RAECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W�. � ❑(�RRECTNfORK CALL FOR REINSPECTION TEMPORARY V BEFOREC01/ERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETIJRN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 ho �n ad�►ence. (952) 249-4600 OwnerlCorttractor on site: Inspeator: �� White CopyllnspectoPs Flie Cenary CopylSks Notke