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Home My WebLink About2017-00090 (Building) � � CITY OF ORONO * 2 0 1 7 - a 0 0 9 0 * 2750 KELLEY PARKWAY DATE ISSUED: 0?✓17/2017 ORONO,MN 55356- (952)249-4600 FAX: (952)249-4616 ADDRESS : 4705 AUGUSTA ST pIN : 06-117-23-32-0006 LEGAL DESC : LAKEVIEW OF ORONO : LOT 3 BLOCK 1 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 700,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,SEPTIC,FIREPLACE,SEPTIC,ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 4,679.92 STATE SURCHARGE(VALUATION) 350.00 NORTON HOMES TOTAL 5,029.92 18215 45TH AVE N,STE D Payment(s) PLYMOUTH,MN 55446- CHECK 42654 5,029.92 (763)559-2991 Minnesota State License#:BUIL-BC639221 OWNER Source Land Development Inc. 18215 45TH AVE N STE D PLYMOUTH,MN 55446- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shali be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and dces not grant permission for additional or related work which requires separate permiu. 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 conswction 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 responsibl for assuring all required inspections aze request in�,conformanc ith the State Building Code.This permit may be revok d at an time r cause. Z-��-�7 i i Appli t Permitee ignature Date Issued By Signature Date ` � CITY OF ORONO � � � o��, BUILDING PERMIT APPLICATION ,�� FOR NEW STRUCTURES OR ADDITIONS �O • _ Mailing Address: Permit number. �< �"" d ��l PO Box 66 � � Crystal Bay, MN 55323-0066 ��1 Date received: � � : � Receiued by: _ �L� : Street Address' �� y � 2750 Kelley Parkway �0� � Cl' PI n review fee: �y, t �,�' Orono, MN 55356 ��,-.-�-�-; �kE5H0� Main: 952-249-4600 Total Fee: Fax: 952-249-4616 www.ci.orono.mn.us This application form must be compieted in full and all required information must be submitted:: Incomplete applications will be returned. (Please print) GENERAL INFORMATION: , -7 Job Site Address: � /�S _ �l� US�- S�� Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes o If yes,a special event permit is requrred with Po/ice Departmenl and City Council approva160 days prior to the event. Shuftle bus service wil!be required unless applicant demonstrates sufficient on-site parking is available. Non-permifted events will not be allowed. CONTRACTOR/APP_L,ICANT INFORMATION: Name: l�or�vr� �or�-?�S L � � Ex iration Date: 3�3/ - / 7 State License# 8 C �35�--�--I — p Phone: cell f 1-- 3$(0- � office ��o . S.S�'- 9/ Mailing Address: d $�0�-1 � . /J Cit : rlia/ ' SSy� Contact Person: re Or Applicant is: ontractor / omeowner (Cirde One) Email and/or Fax: G r� /t h C4M- PROPERTY OWNER INFORMATIO Name: .�O�Jr��_ �- (�-C✓'e�c�°rn�'c�" Phone (day): _`�3SSl� 0%OQ Address 12�=1-/5 y�T�' /�✓z � Cit : •:�-/-� ZIP: — � Email and/or Fax �`z SUc/r�G�a+i d-�C�+"� ARCHITECT/ENGINEER INFORMATION: Name: . ,�Yv�e �GG�i.�r•- Phone da S S•_ Y y�� ( v)� _21�;3�. ,� �?Y.� c�t �/�S{� ziP: SS��7_ Address: . .1�� cr � a Y �� — Email and/or Fax: i cLh.o o. �cv�-�. � PROJECT INFORMATION: Description of project: — 1.Type o Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal� Water Supply � ew Construction ❑Single Family with ❑Accessory Bldg./Garage ❑Addition attached garage ❑ Deck ❑ Public Sewer ❑Accessory Building ❑ Single Familywith ❑ 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 (excluding land) $ �DO�p 1 Last Updated: January 2016 � . PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: Permit No.: �J� 1 " tJ�JV�� Description of work: � {' 1�-� Date Rec'd: �'��' � � Septic review by: Date Approved: � 2- Zoning review by: Date Approved: ��/� Building review by: Date Approved: 2 � � Grading review by: ��U� � Date Approved:�� Zoning District: "'� Zoning File#: Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution /NA Zoning: Lot Area: �� /AC Width: Structural Coverage: ��J�- SF -�" % Survey Submitted: �Yes � No Date of Survey: � '� �� Revised date(?): Landscape plan submitted? 0 Yes Landscaper: tP� � �� 0 No/ None proposed Pro osed Setbacks: Front� Rear(St t) ( � S E W� ( N � E W� Other Buildings Wetiand Side Side - � �� Buildinq Heiaht Analvsis: Distance Between First Floor and defined Top of �a� /� � Roof See "buildin hei ht" definition : �� First Floor Elevation from buildin lans : (b) Cr+'� � ( Highest Existing ground level (per survey) or 10' �� above lowest round level, whichever is lower: �� ' Difference between b and c : (d) �� I Defined Building Hei ht (a) -(d : �e� I�� Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? _ / Permit Number: + �—Q l�� 0 Yes � No N/A � Ye No �i Yes 0 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 3.�R'f p 0 Yes No � Yes No 1 2 � 4 5 .�= c�� TYpe(S)� TYPe�s)� � �. Updated: October 2016 v:lforms\plan review checklist 10-2016.docx Fees to be Char ed YES NO Permit Plan Review �/1 State Surcharge (/- Investigation Fee SAC-Number of SAC Units Other(specify) S uare Foota e $ er S uare Foota e Basement X = $ 15t Floor X = $ 2nd Floo� X = $ Garage X = $ 0 Es�imated Construction Value: $ �� d Orono Inspections Required Work Requiring Separate Permits �Footing - 0 Site � Plumbing 0 Grading/Filling Poured Wall Silt Fence/Erosion Control �C Mechanical � Fire �Foundation Survey �Hardcover Removal � Fireplace � Water Connection � Framing 0 Other(specify) 0 Masonry 0 Sewer Connection ,�Waterproofing/Drain tile � Mfg. 0 Lawn Irrigation �Foundation Waterproofing �Other(specify) � Landscaping Framing ;(�� Insulation c�� / ' ' G As-Built Survey Final Lathe Required State Permits 0 Other(specify) � Well Electrical REMARKS (in-house): OFF IAL 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. a Updated: October 2016 v:\forms�plan review checklist 10-2016.docx STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction q1 a. Length(ft.)= .�/ Number of bedrooms= ❑Wood/Frame b.Width (ft.)= //0, Number of garage stalls: ❑ Masonry Areas in square feet Attached= ❑ Metal / ❑ Pole Bldg. c. Basement= �.�b"� Detached = ❑ ICF d. 1St Story = �Z ❑ On-site Prefab e. 2"d Story= ❑ Off-site Prefab f. '/2 Story = ❑ Other(please specify): g. Total Area= � / 7 7 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 G� ❑ Pro osed Buildin Plans-2 II size sets,to scale and 1 reduced 11 x 17 or 8'/z x 11 set � ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements C� ❑ Surve -2 full size, to scale (meetin ALL surve requirements) Ca- ❑ Hardcover Calculations G�' ❑ Septic S stem Certification ❑ Minnehaha Creek Watershed District(MCWD) Permit or �� >"' Documentation from MCWD statin no permit is re uired ❑ LL�Y Landsca e Walls and/or Retainin Wall Plans ❑ C� 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 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: �— 5 � — �7 Owner's Signature: (� Date: �� 3�� 7 Packet Last Updated: August 2015 Page 22 Builder Acknowledgement Form Permit #2017-00090 /4705 Augusta Street Builder Representative Name: 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 C.:�� issued. Schedule a minimum of one hour for the framing inspection. G�-- Erosion control mechanisms must be installed and inspected by the City prior to any land disturbing activities. Note: on the plans, the perimeter erosion control is depicted outside of the subject properties boundaries.When installed, it should be completely within the property boundaries � unless consent is provided from adjacent property owners. 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. L� The property owner shall be responsible for cleaning and repair of roadways for any adverse i m pacts. ��" 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 G� 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 prior �, to construction. w:\street files\augusta street\4705\builder acknowledgement 2017-00090.docx Melanie Curtis From: Adam Edwards Sent: Friday, February 10, 2017 12:50 PM To: Melanie Curtis Subject: RE:4705 Augusta St/ #2017-00090 Melanie, I've reviewed the subject plan and stamped it approved with revision. 1. The Perimeter erosion control is depicted outside of the subject properties boundaries. When constructed, it should be constructed within the property boundaries unless consent is provided from enriched property owners. Adam From: Melanie Curtis Sent: Friday, February 10, 2017 10:58 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject: FW:4705 Augusta St/#2017-00090 The revised plan has been submitted and is in your INBOX for review. Melanie Curtis '�952.249.4627 �mcurtis@ci.orono.mn.us From: Melanie Curtis Sent:Thursday, February 02, 2017 4:02 PM To: 'chrisn@nortonhomes.com'<chrisn@nortonhomes.com> Cc: 'path@soureland.com'<path@soureland.com>; 'astrigal@yahoo.com'<astri�al@yahoo.com>; Christine Mattson <CMattson@ci.orono.mn.us> Subject:4705 Augusta St/#2017-00090 Chris Please see the attached information. Contact me with questions. Melanie Curtis, Planner Direct 952.249.4627 Planning &Zoning Office 952.249.4620 2750 Kelley Parkway, Orono, MN 55356 Email: mcurtis(cDci.orono.mn.us Website: www.ci.orono.mn.us 1 ' -e✓1��'�v� a��ArQ,VW/� 9!'l�j( n��c� -�''r n a � ��S/S n CE't- ( . � ��.� p.�,� ,�c,,�,�j� �e�a.u�d ��"��.eN ' .. .�, �� C�i��' �� E� � � �l�� ,� ' 2017 _-�, ^� ,�� . . ,�� ; �.�^�� Joseph Olson D.B.A. Rusty Qlson's--Soil and Percolation Testing .Toseph J. nison--'�IPCA Lirense #810 l l�t8l Ri��er��ie�r� Rd. NE, Hano��er,:�1N �53=�1 (763) =t9A-8779 Fax (763) �398-829d .lanuar��?�.3017 Nortu�l Hon�es -}70� Au�usta Street (�rono, Hennepin Countr� This on-site 5��a�,e Treaanent S��stem is designed ti�r a Type i, five�-bedroo�n ho�T�e in accordance with [he 11innesota Pol(ution Cantrol .A��enry�Chapt�r 708U and loeal ordinances. The periodicall��saturated soils«�ere located at 1?-18 inches(mc�t�led sail}. Due to the periodicall�� saturated soils.a pressurized moui�d system �vith G inches of rock��ill nee�l to be installed to treat the szptic eftluent. �I'he bottom c�fthe treatm�n[area must be located at least 3- ahore the saturated soils. This s��stem is designed with 6 inches of rock. � The soiis at a depth of 1?" have a percofation rate avera�=in�3.7��iP1. �?2�0-�allon septic tanf: is desi;ned for this site_ All tanks need to be insulated if there is less thaiz«��o feet of cc�ver over tl�e rop of the tanks. Clean outs must be iostall�d on the end ofChe laterals for ❑�aintenanc�. Use 7.•`3? inch perforations an the laterals. A Dar4cin 1300 aallon puitipini7 chamber ai11 need to be installed ta lift the eftluen[to the treatment area. Tha po�ver supply and sw�itches must he located outside the manhole and pumpi��charnber in a tiveatherproaf enclosure. .4 warnin�clevice must be instalied��ith light and sound de4°ices:thia is in case o1 a pump failure. A t1ow�measure�T�ent device must be installed. Includin4 but not(imited ta a�4ater meter, rvent counter. running tin�e clocks or electronicall� controlled dosin,. � Keeo atl tiea�� equinment off of the nronosed treatment areas before durin�and after conttructiqn The area around both sites must be fenced of�'b� the contractor before an��construction beains. W'ith proper installation and maint�nance, this s�=stem should have no problem in treatins_septic ef�luent ef�ectively. Nothizis�other than �=ray� �4°ater.(laundr��. shoH�ers,etc.) Human ��ater and toilet tissue should be disposed of into the septic tanks. Garba«e disp�sals are not recomn�ended. Additives must not be used tf�e� maE�cause harmful da�na�e to y°our�c:ptic s��st��n. It is reco��unenJed that vou pwnp the septic tanks ever}� n��o tiears. Sincerei�, � ��' - �__�__ �______- `"'�1� Joseph J.Olcon .1 . • � � m �Y �� : � � r 4&�. 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' � �� , F� � � � � � �� . � � , , m � � � � � � � r ;r �� . �i � � ,,: ;9�- , . . . � � � . ��r`�t� .w r#"'� -°� . • � y�� ' � � . , t ; � [r - �� r- � � . � � J � � 7 ~ .,_�.r,. �V'.�,�'t'�. �� ,,L2.Ya ra�� 1 ��,3s��--,�� "' �. �o ,��o � ,.p �-�i ��Q 4 � � g ; � f j� t` 2�41 purple eode ��u I I� ��5�� www.SepticResource.com {vers 15:2} Property pwner: Nort�n Homes pate: 1/23/2017 Site Acldress; 9705 Augusta$treet PID: Ob1172332�i Comments; instructior�s: � =enter data �� s adjust if desired � = computer calculated- DO NOT CHANGE� �r �bedroom Type �� Residenti�cl System �7 75(} GPQ design flow �) Yes Garbage dispasal or pumped to septic 50�farger tank with muttiple comp/tanks a) 2250 Gai Septic tank {code min�mum) 2250 Gat Septic tank (desi�n size / LUG req'd) Tank optians: none >) �-� GPDiftz mound sand loading rate cont4ur[oading rate of 12 , req`s a min 62S ft. long rockbed �> 10.0 ft rockbed width 62.5 ft rackbed lengGh �r 3.0 ft lateral spacin� 3.p ft perforation spacing (maximurrt of 3 for both) end feed manifotd connection �� taterals 60.5 feet long 21.0 perFs / lateral 63 perts tatal (1 f2 a perf ineans the first pert starts at the middle feeci marrifold) a 7/32 inch perFs at �feet residual head gives fl.56 gpm ftow rate per perforation for this perf size�spacin�, Ft pipe size on tine 12, max perts/tatera!= 30 ,(ine#8 must be less--> OK i�� 4A doses per day (4 m�nirnum} i�i 188 gatlons per dose {treatment votume) 2.OU 5x i?� 2.04 inch diameter taterats rt�ust be used to meet"4x pipe volume"requirement 2.00 3x i:�r �$ ',feet af 2A inch suppty tine leads to �gallorts of'drainback votume (Tip: "top feed"manifold to eontrol the drainback� iat 194 gatlons TQTAL pump out votume �treatmer�t+drainback} u> 9 feet verticat tift from pump ta mcsund laterals, leads ta a: 1c�} 36 GPM� 16 #eet of head, Pump requirement (nate: >50gpm may require an extra 3-6'of head) i�� 750 gal Dose tank (code minimum) 13f30 gat�ose tank fdesign size f �UG req'd) at 25.�9 gpi leads to a 1s� 7.b inch swin�;on Demand float, or timed dosing of 5.4 min ON {confirm pump rate with drawdown (this detivers Avera�e ftow, -70%of Peak design ft4w}�hrs QFF test and adjust as necessary) �4> 12 inches from bottcam of tank to"Pump OFF"ftoat �o� 2€� inches from bottom of tahk to"Pump ON"ftoat, or 12 inches Co"Tfiner ON"fEoat if time dosed 2i� 23 �nches fram bottom of tank to"Hi Levet"float,or 33 inches to"Fti Leve!"ftoat if time dosed �2� 714 �atlons reserve tapacity {after High levet Atarm is activated) '3� 0,� gpd/ftz Absorption area Soit Loading Rate, which gives a maund ratia of 2 {minirr►um) {this must matth the sail boring tag} desired mound ratia 2,Q �a) 1 i percent site slope {0-2Q� range) f 1 ';(%downstope site stope, if diffiereot than upslape) �s> 1E� , ,,inches, or 1.5 fit, to Redox or ather iimit�ng condition (need at least 12"ta t�e a Type I) Treatment zone contains�inches of 0�soit credit,and�inches of 5Q%soil credit. Giving a: �s} 1�8 inelt, or 9.5 ft. Sand Lift Mound G1�17`f�ql.FpR FUTURE CERTiF}CATIONS!!! �� F0.0 ft.Total ABSORPTIQN width (with sand'beyond rockbed as fottows:) '-A} 0.0 ft. upstop�and sideslope 10.0 ft. Do�vnstope fndividual stope ratios give BERt�A widths (topsoil beyond rockaed)of: �ea 4»i ups[ape ratio 10 ft. upslope berm so> 3:1 sidestope 14 ft.sidestope berms 3 t� 3:1 downslope 27 ft,downslope berm 3}� Overalt Dimensions: 10.0 ft.wide by 62.5 ft. lang Rock bed 47 ft. wide by 91 ft. iong Mound footprint 4" i�spection pipe � 1�8" c�ver r�n tQp U sto e berm �� Downska e berm �� .r-�'' 12.' caver on sides „�y t6"laamy cap&6~topsoil> 1.5 �l�ean sar�d ttft 1.5 ��p�� z �i�?�#ti�t�; Li��t�r�� Cc�rd�ca�� .�� _ — _ _�. „, v. �,... _, �. ,._ Absor� tiOr� Width 20.0 -__ ._ � �, ��_. _._..�. m Nate: Far 0 ta 1�,slc�pes, Absru�rtlon WiElC�i is measured fr�n the Be€fequally in lwth directions. For stapes ?1�, Absarpt�°cn WWY"dtfi is m��sured da�mhilt from the upstape ed�e of the � 3�� R�k Bed: 10.0 ft, by b2.5 ft. by �inches under pipe, Ptus 20%gives 21 yd'ar*1.4= 29 ton 3a� Mound Sand: (nate:votume is based on 3:1/4:1 slope fram top of rockbed, Exchange sand for loamy cap if desired) 26,5 up + 90.9 downslope + 14.4 ends+ 47.5 under r�k= 215 yd'or`1.4= 341 ton plus Z0� as� loamy Cap: 43, ft� by 87 ft. 6"deep, ptus 20%gives 83 yd'or*t.4= f 1b tan 36} T0�35pif: 47 ft. by 94 ft. b"deep,ptus 2(�,gives g5 yd'or�'1.4= 133 ton I hereby certify that i have completed this work in accordance with alt applicabte ordinances, rules and taws. �,,�'��..�--_-_ ,✓� � � Rusty o(sorr's�St�i1& Recc SiQ 1I23/2017 signer Signafiure Company License# Date Installer Summary 2250 galton Septic cank(minimum) Tank aptions; none �vx tar�er �antc+�t�cF)tiautnpie c:r�rnpi tanKs 1300 gatlon Dose�ank (minimum) at 25.49 gpi 36 GPM @ 16 ft. of head, Pump required 7.6 inch swing on t?emand float which translatas ta rcaugh;ty 4,8 inches of float tether tength if time dosing is required--> 5.4 minutes E3N tirne£t �hours OFF time 20 inches from bpttom of tank to"pump QN"f[oat, or 1Z inches to"timer ON"ftoat 23 inches firom bottam of t�tnk to"Hi Level Atarm"or 33 inches to"Hi tevet atarm"if time dosed 38 ft. of 2.C1 inch supply line with end feed manifotd connection (Tip: "tap feed"manifold to control drainback} 18 inch, or 1.5 ft. Sand Lift Mound 10.0 ft. wide by 62.5 ft. tong Rock bed 3 laterals 2.t70 inch diameter 6Q.5 ft. tong 3.0 ft. taterat spacing 7132 inch perfs 3.0 ft. perforation spacing NO fffluent fitter�t alarm 3 cl�an out&vatve box assemblies 20.0 ft.Total sand ABSQRPTION width (minirnum) 0.0 ft. upslope and sideslope (san�f beyond roekbed, rninimum) 10.Q ft. Dawnslope (sand#aeyond rocklaed, minimurri� Specific sfope ratios give BERM widths (topwii beyond rockbedj of: 4:1 upstope ratia 10 ft. upslope berm 3:1 sideslo� 14 ft. sideslape berms 3:1 downslope 27 ft. downslope berm 4" ins�ection pi�e 18" cover ar► top U sto t�errn �� Dc�wnslo e b�em 27 12" cc�ver c�� sid�e5 �\ {6"barng cap&6"topsoil� 1.5 �tean sand lift ___,__� 1.5 �e�� tc� i.. r��rt� �-��t3?t3t1 �_"�.. �-..,_, __ � � �f}flt�3t10t� '-'�",�.' .� M�a. .„„ �...� _��.�..s� Abstyr Cton Wtc#th �0.0� �,,.._ �. � _ — _ -———_. __ N€�te: For 0 to 1�6 stopes� ,.4.i6sorptian t�ldth is rneasured from the 8ed equally in botit clirectinns. For sl�pes >1%, .4[�sorprton �r�rh is measured downr►�tt�r�m che upstop� ed�e of the B� Rock Bed: 21.0 Yd3 or'1.4= 29 Lan b incties under p#pe Mound Sand: 215 Yd3 or"1.4= 3�t ton catcutation based on 3,1/4:1 stope from top of i'Qck17�� Loamy Cap: g3 yd3 or"1.4= ��6 ton 6"deep Topsail: 95 Yd3 or"1.4= 133 'ton 6"deep INSPECTC}R CH�CKLtST - mound 4JU5 Augusta Street � WELL setbacks: 20'to pressure tested sewer[ine (5 psi for 15 mi€�) 50'to everything 100'to disper�al area with shaltaw well PKOPI:RTY LtNFS setback: 10'to everythin� Road setbacl:: platted: 10'prop line. Metes&taounds: out of road easement, or outer ditch. L.AKE%RLU'E F setbaek: 20'far bluff. Lakes;GD„_, RD_, NE T Protected wetland `. Buitding setbaci;s= 1C?'far everything, 20'far dispersaC area. �Vr1'T`GR LI��u��ier pressure se 10'ta bed,tank ft sewer line. (else sewer line} 12"tselaw) � Sewer tine£t baffte connection (no 9�'s, 3'between 45's, slape min 1"in 8', max 2"in 8') (no depth req"s, c{ean out every 1(10', Sch 40 pipe) � Septic tank and risers (water tight, insu[ated, proper depth, existing verified by pumping) �� 2250 gallons none Riser over outlet, riser over inlet or center, and b"+ins�ction pipe over any remaining bafftes. No effluent fitter&alarm Dose tank risers and pipir►g (water tighta insutated, proper depth, drainback} mfg 1300 gal[ons � dose pump 36 gpin 15 head VERIFY PUMP CURVE 5.4 min ON 9 hr OFF � fEoat setting drap 7.b inches at 25.5 gpi "OESIGNEC3" 4.8 ir�ehes approx ftoat tether length 194.0 gaE dose divided by gpf "1NSTAL�EO"= inches float drop (field corrected LA6EL pump requirements and drawdown an riser or panel Cam tock reachable from grade-30"max. .E-hook weep hoie. SupRty tine access (na hard 4�'s) 2.0 inch supply pipe: Sch40, sloped 1!S"+, supported by 4"sch40 steeve or compacted, and buried 6"'+. splice bc�x I eantrot panel 1 etectricat tonnections fEow measuremenf. CT, ETM, time dosed, home water meter maund absorption area rough up mound rock dimensions 10.Q X 62.5 Sand lift depth 18 inches. (Jar test: 2"sand teaves< 1/8"silt after 3f1 min) � Absorption Sand beyond rock 0,0 upstope 10.0 ciowrnslope � Bermed tapsoit beyond rockbed 10 upsiope 14 sideslope 27 downslape cover depth of 12-18"+ VERIFY 3 laterals {1-2°from edge of rock) 2.00 inth pipe size (Sch40 pipe�x fittings) 3.Q ft taterat spacing 8 7132 inch perforations 3.0 ft perfaration spacir}g Air intet at end of laterats, and at top feed manifotd if necessary. YERIFY ctean outs {no hard 9�'s► 4"inspection pipe to battom of rock, arrthored VERIFY Abandon existing system - if necessary �Re-use existing tank certifitation monitoring ptan and type well abandonment form - if necessary ' -, � �� S��tem Elevations 1 �`�-_..._ benchmark ��„�.�t„�...,... ��. : : � b -�.,� �`r �` - - - - s�wr r-�Mound 1� (Grade etevatians�r��xistin�. Ifa� t� Ic3amy Gap differe�t final grade is desfred tt should � later�il b�e shown and described h�re.) '' it bottom r+�k � ,�.k �t'�f��E (at upslope ra k bed� "�.e �'-"'��- ��1WT }��L u��i�p��ck I�dj -..ti..� .��' ---.�_ _.. ��,� ��..,�, _ �-;._ 1 � / `~�-_. 1 ��, �� . . . . . � ; � ; .Y...,r .�.--�Y � � I I I r I � �� ,� � exiting house 5��tic T�nk Septic Tank (ira�,�t�a��e� Pump Tank �rade Grad� Grade Geade Pipe inl�t inle# inl�t Tank bo�tum Tank bottam Tank�o#tc�m Loqs of Soii Borinqs License#8�0 Lvcation or Rrc►�eet: Lot 3, Bik 1 Ba�rings made by: Rusty Olsc�rt's Sc�il and Perc te�#in� �112�6i2013-6t01t14 Classification Sys#em: AASHa ; USDS�USDS-SCS X ; Unified ; t�ther Auger used (check#we). Hand�X�, or Power �Flight, Bucket or Prot�e,_X_ Boring Number_1_Surface elevation 965.9 Mottled Soii at_1.2_feet t?"-8"[7ark brown loam 10y�3/2 H20 peesent at_X_ 8"-14" Brown loam to�ctay ioam 1 Qyrd/4 14"-24"Rusty brawn laarn 1 ttyr513 Boring hfurnher_2_Surface elevation �65.8� Mottled St�i1 at 1.2 fieet 0"-8"Darfc brown loam 10yr3I2 H20 present ai�X 8"-14" Brown loam ta clay laem 1Oyr4f4 14"-24" Rus�y brown loam 10yr51� Boring Numb�r_3_Su�ac�elevation 970.9_, Mottled S€�ii at 9.5 feet €t"-18" Qark brawn loam 10yt'3/2 H2o present a#_X� 18�-24"Rusty dark b�own loam 1{}yr413 Boring Number 4_,,,Surface eievatian 970.9_ M�ttled Soii at_1.5�feet 4"-18"DarK brown l��n 1 t�yt3/2 H2� present at_,_„34 18"-24"RuSty datk btown loam 10yr4/3 Bc�r�ng Number 5_Surface elevation �3.9_ Mottied Soil at_1.0_feet �0"_1�"C7ark brown loam 1 t}yr312 H20 pr��ent at,_„X 42"-24"Rusty brown loam �£�yr4t4 Boring Number 6�Sucface elevation �8.6� Mattted Soil at�1.5_fest 0"-12" �ark E�rown toam 1�yr3�2 H20 p�esent at_X_ 12"-18"�rown toam 10yr414 18"-24"`Rusty brown loam to clay loarrt 10yr514 Percolation Test Data Sheet Lic.#810 Percolating test readings�tade by: Rus�fy C7lson's Perc.st�rtin€�at 'E 1:59 A,M, On 7/U2174 Locatic�n: Lot 3, BiK 1 Nale number: 1 Date t�ole�v�s prep�red�#�1/1� depth of hole bottom 12"_inches, Diameter af hote_6"_,inches, Soil data f�om tes#hole: Depth, inches 5��texfure 0-6" Dark brown loam 1Qyr312 6°-12" Brown Irs2trn 1�yr41A� Method of scratching side wall: Knifa Deptfi c�f gravel in bott�am of hale 2 inches: Date of initiai water fitling 71t11f14 depth of iniiial wat�r flli�g 12 inches above t�ole bottam. Method used ta maintain at least 12 inches of water depth irt hole fo�ai leasi 4 hours Automatic Siphon Maximum water depfh abave hote t�attarr�dur€�g tests 8 inct�es Time Time Depth �rop in H2t1 Pere Rate 12:09 12:24 6" 1.6 9.�4 12:31 12=46 8" 'f.Fr 9.4 1�:47 1:02 6" 1,6 9.4 AVERAGE PERG.#�ATE 9.4 MPi Perca[�fion Test M��ta She�t Lic:#810 P�rco(atin� test readin�s made by: Rusty Oisnn's P�rc. starting at 11:5J A.M. Qn 7f02/14 Location: Lot 3„ Blk 1 Hole number: 2 Clate hale was prepared 7/01!'14 aepih of ht�le botfam�12"_inches, Diameter of hole_6"_„inches. Soil dat�fram tsst hoiet Dep#h, inche� Soi!texture 0-6" [}a�k brown laam 1tty�3/2 6"-1�" Brown loam '1 tlyr4t� Method of s�catchir�g sid�wa}i: Kni#e Depth of gravel in battom Qf hole 2 inehes� Date of ini#iai waterfiHing 7l01f14 depth of initial water frfting 1�inches above hole bottom. Method usec9 to maintain at least 12 inc[i�s of water�pfh in hc�le for at least 4 hours Automatic Siphon Maximum w�ter�fepth aE�ve hole ba#am during tests 6 inch�s Time Time Depth Drop�n H2Q Perc Rate 12:10 12:25 6" 3.0 5.p 12:30 12:45 6" 3.€} 5.D 12:4$ 1:03 6" 3.{} 5.{} AVERAGE P"ERC. R�4TE 5.4 MPI Percolation Test D�#��heet Lic.#810 Percolating test readings made by: F2usty Olst��`s��rc,starting at 12:21 A.M. On 11126l93 Location: �ite 5 Hole rtumber: 3 Date ho�e was prepared: 11t25113 Depth t�f hoE� bottam,^'12" inches, Diameter of hole_6"!inches. Soii data from test hole: Depth, inches Sc►i1 texkure 4-'i 2" Dark�rtawrt Loarn i Qyr�3l� Method of scratching s�tie walL 14r�ife Depth of gravei in bottom of hote 2 ir�ches: �ate of initial water filling 11/25/13 depfh of initia!water flling 12 inches aE�ave the hole bottom Method used to maintain at least 12 inches of water depth in hote for at teast 4 hours Autamafic Siphon Maximum wat�r d�pth above hole bat#om durin�tests 6 inches Time Time �pth Dro�in H20 Perc Rate 12:33 12:48 Fs" 4.5 3.3 12.51 1:� 6" 4.2 3.� 1:11 1:26 6" 4.� 3.5 AVERAGE PERG. RATE � 3.4 MPt 4 Percotafian Tes# Data Sheet Lic.#810 Percoia#ing test readings made by: Rusty alson's Perc.starting at 12`21 A.M. On 11i26113 Location; Site 5 Hole numC�er: 4 Date hole was prepared: 11/25I13 Depth of hole ba#tom 12"'_inches, Diamefer of hole_,_„&"�„inches. SQi!data from test htple: Depfh, ir�ches Soil texture 0-12" D,aarlt 8rown Loarn lttya3l2 Method of scratchir�g side watl: Knife Depth of gravel in bottort� af hole 2 inches: oate of initial waterfi(ling 11/25f13 depth of initial wat�efilling 12 inehes�t�ove the hole bottom Method used to mainfain at least 12 inches of water depth in hoie t'ar at least 4 hours Autamatic Siphon Maximum wa#er depth above hole bottom during tests 6 incttes Time Time �ep#h C3rop in H20 Perc Rate 12:34 12:49 fi" 4.0 3:7 12:SQ 1:05 �i" 3.8 3.9 1:12 1:27 6" 3.7 4.0 At/ERAGE PERC. RATE' 3.9 PAPt Melanie Curtis From: Melanie Curtis Sent: Thursday, February 02, 2017 4:00 PM To: 'Chase Peterson' Cc: Mike Gaffron;Adam Edwards Subject: Lakeview of Orono - Record Plans Attachments: 2017-00090 Letter.pdf Hi Chase Because we are encountering a number of inconsistencies between the existing conditions and the approved grading plan, building permit review for individual lots is becoming difficult and more time consuming than necessary. See the attached letter regarding Lot 3, Block 1, for example. Please provide a final grading as-built for the development for our review, approval, and use. The plan should be provided full size in hard copy as well as digitally. Please provide the as-built grading plan within the next 2 weeks, if possible, to avoid further delays for builders on individual lots. I've copied Mike and Adam Edwards (City Engineer) on this email, if this timeline is not possible please contact one of us to discuss options. Thank you, Melanie Melanie Curtis, Planner Direct 952.249.4627 Planning &Zoning Office 952.249.4620 2750 Kelley Parkway, Orono, MN 55356 Email: mcurtisCDci.orono.mn.us Website: www.ci.orono.mn.us 1 Permit A�plication: 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 ��C(/ � � � � Plan Review Fee Paid � � � � ��, C� � � � Cx ( ��' , �� e�(. Signed Escrow Agreement & Escrow Payment ��- Building Plans (to scale) x2 �� Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 �l �j C� �, � , Hardcover Calculations if a licable x"�� . C PP ) � ��' � ,� 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 regardin this p� Signed by: � � � Address: Gf70s �j�l�' � _ _ Permit #: � �/ �7 - �� Q `� Packet Last Updated: August 2015 Page 2 New Construction Energy Code Compliance Certificate �`�� ;na�r�� Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution Date Certificate Pos panel. � n fl i'S Place`your �o� Mailing Address of the Dwelling or Dwelling Unit City 4705 Augusta Street Orono �O�g�,�re__ _ Name of Residential Contractor MN License Number �- �- �'��E�� Norton Homes THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply Passive(No Fan) �_,, „ �� o u, orothersystemmonitoring �� y N N �,� � �v � �, N Location(or future location)of Fan: � a � U C � � _ � a N p Q � U N p -O f� Q N .a 7 Q m m N G � � C fn � ` T � � N N � d � O Insulation Location � �� Z �6 f° v O � w N cc o m m � E � � -o m 3 o � o � � o o � m m � � z i.� ii u. � � � � Other Please Describe Here Below Entire Slab _J Foundation Wall ^ b Perimeter of Slab on Grade — Rim Joist(1st Floor) _ Rim Joist(2nd Floor+) Wall �,� Ceiling,flat �k Ceiling,vaulted � Bay Windows or cantilevered areas �3� Floors over unconditioned area �gQ / �✓ Describe other insulated areas Building envelope air tightness: Duct system air tightness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): R-value MECHANICAL SYSTEMS Make-up Air Select a Type Domestic Water Appliances Heating System Heater Cooling System x Not required per mech.code Fuel Type Natural Gas c �� Electric Passive Manufacturer Lennox Lennox Powered Interlocked with exhaust device. Model ML193UH110XP48C 13ACXN048 Describe: input in 110k Capacity in Output 4 Other,describe: Rating or Size BTUS: Gallons: �QO� in Tons: 0 AFUE or g3 SEER 13 Location of duct or system: Efficiency HSPF% /EER Heating Loss Heating Gain Cooling Load Residential Load Calculati 8�296 40,052 42,458 Cfm's "round duct OR MECHANICAL VENTILATION SYSTEM "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): x Not required per mech.code Select Type Passive Heat Recover Ventilator(HR� Capacity in cfms: Low: 98 High: 195 Other,describe: Energy Recover Ventilator(ER�Capacity in cfms: Low: High: Location of duct or system: Balanced Ventilation capacity in cfms: Location of fan(s),describe: IN HRV AND BATH ROOMS Cfm's Capacity continuous ventilation rate in cfms: "round duct OR Total ventilation(intermittent+continuous)rate in cfms: 478 "metal duct Builders Associaton of Minnesota version 101014 �o�o CITY OF ORONO � � Street Address: Mailing Address: Telephone(952)249-4600 �, Gti 2750 Kelley Parkway I P.O.Box bb Fax (952)249-4616 l,9 �, Orono,MN 55356 Crystal Bay,MN 55323 ( www.ci.orono.mn.us kEsxo�` 2 February 2017 Norton Homes, LLC Chris Norton " 18215 45th Avenue N Ste. D Plymouth, MN 55446 Re: Building Permit Application#2017-00090 On January 31�the City received a building permit application for a new home at 4705 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. Proposed Elevations. Please have the survey revised to indicate the proposed first floor, top of foundation, and basement elevations. Additionally, please have the surveyor show the point or spot where the top of foundation elevation is in reference to. Please note, we expect the identified TOF location to be verified on the foundation as-built survey. b. The proposed driveway exceeds the maximum width allowed. The maximum width allowed at the property line is 20 feet. As depicted it is 25 feet; please revise. c. The septic sites should be marked and protected. d. The Lakeview of Orono development plans called for a ditch with rock check dams to be constructed on the NW property line(see below image). The grading plan for this permit depicts grading in that same area and does not depict the grading that should be there now. (Please note,the developer has yet to provide an as-built record plan for their improvements. Our review is based on the approved plan set. We will contact the developer about the record plans). \ , � 2 , • �,� , � , �. /, . �.t�m, 3 '� .,' . Ka,; � � \ \ �aw:r � >UZLbT H ��4. �. , , t��.�.��,, . .- ' ,�-'"'= / V -Y' -� • / `�� ''�^ .. ! /� ��/' //:d � .s.(� J //'�/V'//. �� IG��i � v� - , y�,v , j,;/,. � L .�1:'.' 7� �'��/ �� e. The grading plan indicates the stockpile will be Iocated adjacent to the drainage way that is supposed to be along the property line. If possible it should be moved away from the drainage way and erosion must be controlled with perimeter control devices such as silt fence. If not, it must be covered with Page 2 #2017-00090 tarps and controlled with perimeter control devices immediately. If left for more than seven(7)days, it must be stabilized with mulch,vegetation,tarps,or other means. f. The Certificate of Survey should be revised to indicate perimeter erosion control measures(silt fence, bio logs,etc.) down gradient from proposed work. Measures must be installed by the Contractor and inspected by the City prior to any work. Contractor must provide a minimum 24 hour notice prior to inspection. � g. Street cleaning-Streets shall be cleaned and swept within 24 hours whenever tracking of sediments occurs and before sites are left idle for weekends and holidays. 2. Landscape Plan. A landscape plan has been submitted. 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, CITY OF ORO "' 1�/'��`'�1�� , Melanie Curtis Planner c via email Chris Norton, Norton Homes, LLC Source Land Development Bruce Lehrer Roger Peitso, Building Official enclosure Melanie Curtis From: Jack Distel <Jdistel@minnehahacreek.org> Sent: Thursday, February 02, 2017 3:04 PM To: Christine Mattson; Melanie Curtis Cc: amyw@sourceland.com Subject: MCWD Permit 17-042 Issued:4705 Augusta Street, Orono Attachments: 17-042 Permit.pdf; 17-042 Site Plans.pdf Good afternoon, Attached you will find permit 17-042 issued to Source Land Development for erosion control at 4705 Augusta Street, Orono. You should also find the erosion control site plans for the project. Please feel free to contact me with any questions you have regarding this permit. Best regards, Jack Distel District Representative Minnehaha Creek Watershed District 15320 Minnetonka BLVD Minnetonka, MN 55345 952-641-4581 �ri�a �,..Q�*` o �rj ,, o � �. � �� .... an.�,cgs - .. MINNF�IAEIA CRlEK WAT�RSHEE# OISStkCi 1 . � ORONO COP�f � 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: Source Land Development Permit No: 17-042 � Location: 4705 Auausta St, Orono � Purpose: Erosion Control- Sinqle familv home '" Date of Issuance: 2/2/2017 Date of Ex irati n: 2/2/2018 By 0�-yJ of the B rd o Ma agers ; (l Rach I orkin Per itting Techn�cian � This permit is not transferable without District approval, and is v lid to the date of expiration. No activity is authorized beyond the expiration date. If the permittee requires more time to complete k� the project, an application for renewal of the permit must be received by the District at least 30 " days before expiration. a 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 1S', 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 wirh public and private partners to protect and improve land and water for current and furure generations. � . . . . . . . � ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org � , �,:�� rt��'} , � , � � ; MINNEHAHA CREEK � WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE InspectioniAnalvsis/Monitorinq Fees A site inspection and monitoring by District staff will be perFormed where the activity involves: • a commercial/industrial/multi-family residential development G � 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 E � ; 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 i [ � * Hourly We collaborate wirh 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 i _ �� .p8 N�.SCS,�003 �I ; SUR VEYORS CERTIFICATE ,�e rae PmNtletl by EVS 24'CMP\� - INV;961.95� icc,LL oescRwnaa �� x a�,�,wene aa e�u�. \ \ti �...o�,od,�,,,w�...om.me.e s ..�.,v or,.me �`', \\\ �e2��°�w \I, Y `�I a`� .k. . ,��..� i�� ';. _ �'��\ ` 60 � � �, . � ' �\ 96z \ :� � ,� �� ygl / � \ 9e8 \��` ?''i^ "" t / � 9s8 ( ...a_. 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'� :�,? ; ��j�� i / i i.%/ i , L• �lqp� � i� %� /�' GREPMED BY: / � / / • • CONSERV,1iI0N EAyENENi-�� " � � � / ��-' /��/ / � L A N D � O R M PR��,,,,,,� -LOT S0. FOOTAGE = 199,967 ��' C; ��' �`�" • • Tep el FeuMv[M �90.5.] — '�eL qr.k%✓u.IWINPERNOUS S0. 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FOOTAGE = 199,961 �'' ;� � � ,�� F�ms��aF��h • , ' • PROPOSED ELEVATIONS .---_, j �' / � j' a's"�^""""` 7op of Foundation =985.2 IMPERVIOUS SQ. FOOTAGE= 7,000 e�� Firet Floor =98�� IMPERVIOUS COVERAGE= 3.59 � Garoge Floor =984.8 BENCHMARK: �� / � I�naEy certHy Nal Uib peo wa� Basement Floor =976.5 � v�oorad�y me o. �de.T a aext 30 0 30 60 Spk in Power Pole �,/� / %� v�=�m a enai i a a�ir Approx. Sewer Service Elev. = Verlfy _ � , aeyiee>sa�ma su ��ee�ma Proposed Elevations = 00. -----— . � � ia«�or me seaea a��om. Existing Elevations = 000.0 NOiE: T.F. denotes location to be SCALE IN FfET MIN. SETBACK REOUIREMENTS: . /� � Drainage Direction -� used for Foundation As-Built - Front= 50 House Side = 30 ��f !�� Denotes Offset Stake - . DATE: Februory 6, 2017 Rear = 50 Garage Side = 30 �✓�i� a�+.u„n.wa iu� l/'�`� � �. OR�NO COPY . . , , � , � � � �, � � � `. ��e,.�i.� ;,. � � _ ' \� ',N 3 1 20; � � � . �o � � � `�\ ;��--,�� QF G�RC `__:� i � i ` �� . i . �, i ` � � � � � � 6? Q � \ \ � \ ta.ewa+ I � Emeral5p� � ��\ I � � i � � � � � � � i � � � � I �� ;� � � � sE¢�ak� � EEi�D aR / � � / \ � / \ I // � �\ � �,P.� / �ts � �o � // / �Y� �\ l � / / �� /� stmm u�w / \�� - / � �\\ /i / �,� �\ � � � / �� i / — � � �,�m„ i � � E�c sy� � _. � � � � \ � '� �\ � � --' � o � \ � � � � ` > � � � � �� RY SFp7� � '__ ___ �� \ 1 / ° —.—. � i i � ) — i o� �\ ..:. � �`3 � � � c�Q, � � �„>c s� � � / � �� .• / 9 �\ s�,van /� ��. / @q� � .�._ � --_ / � / / �� / � � / � � � � ir � � � O / � zt oex � �� / �� / � / � / �� /�P ��/ / /^� \\y�\ // R`O[�" � ��\ _ _ P� — __ — NORTON +---lOt'�t�� LAKE�/I�W OF ORONO - — ---— = 2017 L_AK��/I�1�I I�'10D�L. L___AND�CA�� LANDSCAPE 4�os �.u�u�-r.o, �T��T o�oNo �oT 3, BLOCK � JANUARY 23, 2017 � 2�" ASN � � / �,vo aax r�za.ro Nore \ (^ PAl� vJ \ � � O� A11Ttl`N_lOT SEDI I'1 \ /� �' CABFRFET BAROERRY KARI.FOERSTfR GRA56 ,f"a \ / - ��r SFA GRfEN 1f�PER �� \ \O � I�FtTE�PRE BRCH CIAI'P . . � • \ �� • � O / 5EA 6REEN.11t�PF72 �1MDARN AIAIFA � . fREBALL El.bNtfl/� O / SFI1'aAi17N SAJ..Vl4 / �' KARI.FOF325TER GRA55 � O O / ;a � �' STFLLA DAYLLY / F.DGNG MD ROCX � • ARQI�D FYJr'E / STELLA DATIL7 ANl1AL MEA / ( /� EIt"DR.4NG64 TREE �� Nlfl.l'N.K71'SEOUI'I / \/�\• / 1 / / / - -� / FRfE,A1.L EUONYYIS � / KARL FOER�TFR GRASG V FTY.SPARI�ER SPREA �� / KARL f0ER5TER GRA�£i CABFRAET BARBFRRT 1{YDRANGEA TREE / 30 0 30 �D � / � � ..__ - - -- �0��0� �D��S ��,K��i�w o� o�oNo - - .� � = � -- - — � 201� L�,K�VI�I�I 1"fOD�L LANDSC�,P� �-�T �, 81-OCK . 1 — — — _ ,_. � —' ' — ' � ! 4705 �,UG�USTA STIz��T ORONO J,o,�u�.�Y 2�, 2017 LAI�T D ,S � .� P � � �, _ i'� . �� _' c-�= .___ , � D E ` IME �l � CITY OF ORONO CALLED IN yc�i� INSPECTION NOT CE SCHEDULED ' PERMR NO. �' � COMPLETED ADDRESS ' �v� ' � �-�� OWNER / T PHONE NO. 3�-� ��L'� CONTRACTOR � �" �' 1 ��`�� , - � � DESCRIPTION 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 �4 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ S �IC INSTALL 2 OWNERICONTMCTOR TO MEET YOU: YES_NO y COMMENTS: � a — .Z C�k � ��,.-�,�-e/' c� � � ' � �l � �'i � � �. � - �' l� 1,-.�-� � � �.,,- o � - 1-� � a� ��c�` ��C W � �� Q 2 � � � c_� W � W � J W RKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE �RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WFLL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 2a hours in advance. (g52 j 249-46�� OwneriContractor on site: Inspector. White Copyllnspector's Flle Canary CopylSite Notke ^ � �/ /y� Y � � DAT TIME CITY OF ORONO CALLED IN �? L� �J-77 INSPECTION OZICE /�CHEDULED _) f�! / �D •� PERMIT NO. �� VGOMPLETED ADDRESS ��S OWNER T HONE N�/l�� / CONTRACTOR � i DESCRIPTION � G��C— � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL �OURED 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 OWNERICONTRACTOR TO MEET YiOU:_YES_NO y COMMENTS: �oe��uttv�T�c ,�i'�ui -. �C� 'f�l°GrY•�'�'Z`�" �c,�- � � �� c, � v � �r��,�r9✓ L�s t� �.�1 ,P<2� ��Tc�-��9S` o � !C c� rvt!a c✓� 5 ✓1� e.�- -�r'cs t2( ��s •�� ,�.:.,.�s �. � �� ('�ca ,' ✓l C'_ <� ° � 7`� ��r' /'�� c�,� r �� .� - ,,,� .�, � � 7:`�� c�<. - Q � `' � �r �s� � �.G��'�,.6 S t�t� W � � �n►��'� � �. � K � �'c�c� ,� � a W ❑WORKSATISFACTORY:PROCEED ❑PROJECTCOMPLEfE ��CARRECT VYORK 6 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY w T•--- O '❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORE CdVERiNG PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952) 249-46�� OwnerlContractor on site: Inspector: Whits Copyllnspector's File Canary CopylSite Notice � DATE TIME ✓ � CITY OF ORONO CALLED IN INSPECTIOI� N E�.,C�� SCHEDULED � `a PERMIT N . �•�� COMPLETED ADDRESS �1� � �� ,� OWNER T EPHONE NO.�o� 3�� CONTRACTOR I�6r h�-PS � DESCRIPTION t~y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED-Wfltt ------- --_ ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING "j �.OUNDATION WATERPRO,QE� PLUMBING FINAL ❑ TREE REMOVAL �-RX6�Tf$LAB� � � ❑ MECHANICALRI ❑ SITEINSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERKAKTRACTOR TO MEET YiOU:_YES_NO «� COMMENTS: � /� . 1 , � '--��(�I�tfG��di'l. IVlG�✓/J�o�-�c�e . �K��tL. `�— O �Ir -,�.�% ��I �� ' �. ° �Ro�e �r ��..�,��2.��.s ��o�c. 4/� W , � Q B14CC�EY�tw�. I�r�0 ir '� ,��C•�t �l ' � 2 � t�rr r,e G�ct- 0 /� �1'J— Gd cJ�✓ � � �� p 1��oL /s;. l4C � . arGv�ad rocK �er d��v�•�*j.`F /n'�.•� Q.�-'_�1ress�c�.�, W ❑ SATISFACTORY:PROCEED ❑PROJECT COMPLETE��CG ��CORRECT YMORK d�PROCEED O ISSUE CEFiTIFlCATE OF OCCUPANCY O ❑COARECT WOFiK,CALL FOR REtNSPECTION TEMPORARY V BEFORECdVERINf3 PERMANENT ❑CORRECTUNSAFECONDITIONWRHIN H��• ❑pHOTOTAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION RE(iU1RED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector: h^' White CopyAnspsctor's Fil� Canary Copy1S1»Notle� � �� DATE TIME CITY OF ORONO CALLED N IN8PECTION O E scHEOULED ��n'�'"' PERMIT NO. COMPLETED ADDRESS 01NNER TELEPHONE N . �� CONfRACTOR � DE8CRIPTION ly ❑ FOOTING ❑ DEMO-FINAL SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/(3RADIN(i/FILLINf3 O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z. � RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION � 0 FRAMINCa ❑ MECHANICAL FtNAL ❑ RATED WALLS � 0 INSULATION ❑WOOD BURNER/FIHEPLACE ❑COMPUINT � 0 FINAL ❑WATER HOOK-UP ❑ FOLLOW-UP 41 Q AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATIOWREMOVAL J ❑ DEMO-SITE EPTIC INSTALL Z O�N6YCONTRACTOR TO MEET YOU: YE8_NO � COMMENT� 4 o � � S�� n�� 01[ Q�o O�. v.� �� ✓' �o� � W OC Q � W W � � , `/ W 1�WORK SATISFACTORY:PFiOCEED O PROJECT COMPLETE rd(�ORRECT WOfilt a PROCEED o ISSUE CERTIFICATE OF OOCl1PP1NCY O ❑OOqRECT WOf�C,CALL FOR REINSPEC710N TBiAPORARr �j BEFORE CWERINO PEqMAN9VT ❑(�FiRECT UNSAFE OON01T10N WRHIN HOUR3. O PHOTO TAKEN INSPECTOR WILL RETIIRN ❑STOP ORDER P'O�TED.CALL INSPEC'TOR O dTAT10N ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANOE ACCESS. caM toru�e next hspect�on 24 nours�n ad�renoe. (952) 249-4600 on sRe: Inspector: /'�ar�j I. YI1Mb 1�P1��FlN C�n�ry Copyfdll�Nolle� � �� ✓ DATE TIME CITY OF ORONO cnLLED IN INSPECTION NOTICE SCHEDULED �y Y _( $�� PERMIT NO. 2U 1 '7'U O U�C� COMPLETED '-�%1 ADDRESS �� O 5 '�-q(,l,$'� S"1' • OWNER TELEPHONE NO. ��I Z'3��n'7(v�0� CONTRACTOR L . . � DESCRIPTION �Su.�A-T (ll� 'n�-C�Z 1/� 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC F II�A� Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAI Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION i ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � �NSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT v FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YiOU:_YES_NO y COMMENTS: � a ,�,.` � '' l � � �i?'fG /�%a y! //�� W 0C Q Zr�� .�TS /7 � —Lr.s�)F ;G�l. � W o� j a W� ❑WORKSATISFACTORY`.PROCEED ❑ PRWECTCOMPLETE � ❑CORRECT W'ORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 �'GORRECTNfORK,CALL FOR REiNSPECTION TEMPORARY � �E�ORECdVERING PERMANENT �CORRECT UNSAFE CONDITION WRHIN HOURS. O PHOTO TAKEN INSPECTOR NfFLL 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 OwnedCorrtractor ite: Inspector: White CopyAnapector's Ffle Gnary CopylSite Notiee �� <�/ �/ D TE TIME CITY OF ORONO CALLED IN � _�7 IN$P6CTION TICE SCHEDULED ' � PERMIT NO. `�� o ADDRESS � OMINER EPHONE NO. l�3��' -7 � CONfHACTOR � '' DESCRIPTION � � � ��(�[�" "' � ❑ FOOTING ❑ DEMO- NAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/(3RADING/FILLINO Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING F�NAL ❑TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION _ ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ^�INSULATION ❑ WOOD BURNERIFIREPLACE ❑ COMPLAINT � D�INAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 41 ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATtONIREMOVAL Z v ❑ DEMO-SITE ❑ SEPTIC INSTALL ? OM1N�lRRACTOR TO MEEf 1f0U:_YES_NO � COMMEN'T� , � r�� ✓Q� r,+, t<(�.v ,� •o� o ^5�l.t�•� ^ � - � � /' �v✓ � ' W OG �y F: 2 � D�C � C�5✓Q✓ � 3 y��{��WOR TISFACTORY:PFiOCEED ❑PROJECT COMPLETE ❑OORRECT YMORK�PROCEED O ISSUE CERTIFICATE OF OCCUPANCY O ❑OORRECT YMORK,CALL FOR REINSPECTION TEMPORARr V BEFORE CdVERINO PEqMANENT ❑OORRECTUNSAFECONDITIONWITHIN �1�- ❑pHpTOTAKEN INSPECTOR WILL RETURN ❑STOP OADER P067ED.CALL INSPECTOR O dTAT10N ISSUED D IWSPECTION REOUIRED.CALL TO ARRAN(iE ACCESS. caM tor n�e next tnapectlon za na,rs�aavanos. (952) 249-4600 on stt� � � po�np�c�a's FNr Gmry 0�Irotla i) 5--- i DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICESCHEDULED , -7:72)-IT /0 CYO c PERMIT NO. 02(')//''1X9 MPLETEDa ADDRESS '?/7 )'5_ LL a sizt 5-1-=. = J OWNER / ELEPHONE NO �1 iri7` 213 CONTRACTOR Ai or � (a"7- i A-7.4.&,/DESCRIPTION lu ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q0 POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING O ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE ❑ MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING ❑ MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL El WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL Q OWNERICONTRACTOR TO MEET YOU:_YES NO 2 COMMENTS: ' Ek .ci - /1-Va..- 17 cc Ili 6 //or(-be AP 0103-0:e re,.--y. V., .# s 1 OCC g) .Sed / d C- �lCOMO s'- 9 Orr 47 t— Q z Marto - �7loloo,v`i se-,6.i trktt- L g) A/Or/fhi os- Ab S4/vie-'r tuW ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE IQ W 0 CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑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 OiarnsISPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. 9,i iZ _ 11(-� White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED 3 :.12 PERMIT NO. £917-4't) COMPLETED o f o2/-/S ADDRESS *7,05 4W94'94 • OWNER TELEPHONE NO. CONTRACTOR Aide' ifitifes >; DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL ❑ LATHE ❑ MECHANICAL RI 0 SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS • ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT - OLINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP -C ❑ AS_ BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL ❑ DEMO-SITE ❑ SEPTIC INSTALL OWNER/CONTRACTOR TO MEET YOU: YES NO o COMMENTS: Corr ectio%cs ,g r'av rxd - A 4 o 5.2c117 enevviie4e — cc „0"'vra... as-6.a. t6 At4ov e- e rterrc lf.eo� 4• ,••rif a«, c IQ ❑WORK SATISFACTORY:PROCEED ROJECT COMPLETE ❑CORRECT WORK&PROCEED ❑ ISSUE RTIFICATE OF OCCUPANCY - ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p PHOTO TAKEN INSPECTOR WILL RETURN CI 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 Owner/Contractor on site: Inspector. c10,-A.—•• White Copy/Inspector's File Canary Copy/Site Notice