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2016-00758 - new structure
• CITY OF ORONO 1 1 1 11 1 1 1, 11 1 1 1 1 1�1�� X11 A . 2750 KELLEY PARKWAY DATE ISSUED: 08/29/2016 ORONO,MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS : 1175 MOONEY LAKE DR PIN : 25-118-23-41-0017 LEGAL DESC : MOONEY LAKE PRESERVE : LOT 8 BLOCK 1 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 1,700,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,SEPTIC,FIREPLACE,WELL(STATE),ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM / NOTE:COVENANTS WILL REQUIRE 20 REPLACEMENT TREES PER STICKNEY. INITIAL: a= APPLICANT PERMIT FEE SCHEDULE 9,194.92 STATE SURCHARGE(VALUATION) 780.00 CHARLES CUDD LLC TOTAL 9,974.92 15050 23RD AVENUE N PLYMOUTH,MN 55447- Payment(s) 0CHECK 038239 9,974.92 Minnesota State License#: BUIL-BC635245 OWNER ADELMAN,TIMOTHY 4545 TRILLIUM DRIVE MEDINA,MN 55340- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 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 revok-• +t any time for due cause. II/OP Apalicant Permitee ignature Date Issued .ignature Date i City of Orono linsq /2s/,� Building Permit Application` 9 -7y , 61)— for New Structures or Additions._ Mailing Address: a'o/t'o_OD 7 5 Q PO Box 66 Permit number: W Crystal Bay, MN 55323-0066 Date received: 4 -4'7 lb Street Address:' Reccoi d by: "k//C y 2750 Kelley Parkway Plar r1 eview fee: b J 9`74'. 70 Orono, MN 55356 / - L�7 f 4E8H0v-' Main: 952-249-4600 Total Fe r Fax: 952-249-4616 www.ci.orono.mn.us ESU'OW This application form must be completed in full and all required information kust be submitted. ,,fJ Incomplete applications will be returned. (Please prin p3O/(o-�U7 6-9 -f ilL GENERAL INFORMATION: C%L 37( Job Site Address: ( ( i S Moo Niel( Lp4i >1-41.v Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? Yes n No If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shu tle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: 4.14P47. .tS Cub O Co. I,,..L...C . Job 5"P te lZ- zgz.' % 7 3 Va'4'1 State License# Be- (035 Z -S Expiration Date: — Zol'? Phone: (cell) Col Z_ 00- 714-Z (office) (012- 351- /70 Mailing Address: 0 , 20 . VE- , , , Cit : roti ZIP: 5 Contact Person: Sjrtj L,cI- - '-' Applicant is: 4 on rac . / Homeowner (Circle One) Email and/or Fax: .5LiGk-T ! ci.4.dlz,Lgi-'S Cu0a coM. PROPERTY OWNER INFORMATION: Name: Ti M ADE-'t-,1.44 Phone (day): G51- 5`T Z-- 77!07 / Address: 5'545 'Teu ic- tv� .al' /Gol/rieritSS-3 ,: S7 3 0 ZIP: Email MTADE- ANAI e AD 144 a re . Cor-( > ARCHITECT/ENGINEER INFORMATION: Q,bl'Q OU'O Name: 5142 ARct-4 i 'cr , Phone(day): -74,3- Sell- Gus- Address: o (ISAddress: 11 14-0 141( fivhY SS- City: 7i_VMmU7-t ZIP: 5544-I Email amdkio.F.€6*- f L><1 NE MPrN e- Sg (T-CC'S .Gol 1 PROJECT INFORMATION: Description of project: 1. Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal & Water Supply XNew Construction Single Family with Accessory Bldg./Garage ❑Addition attached garage Deck ❑ Public Sewer ❑Accessory Building I>f Single Family with ❑ Office/Commercial LI Relocation detached garageResidence X Private Sewer ElOther: (specify) CIMultiple Family/Condo Retaining Wall(s) ❑ Public 4-feet or greater LI Public Water **Any earth movement may require ❑ Commercial ❑ Storage MCWD review&permits. ❑ Industrial ❑Warehouse IX,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.orq 00 RECEIVED $ Estimated Construction Valuation (excluding land) ( , 700/ Clt;jd JUN 2 9 2016 Packet Last Updated: August 2015 Page 21 CITY OF ORONO 4 . 1 STRUCTURE INFORMATION: } 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a.Length(ft.)= R z- (r, t Number of bedrooms= $ Wood/Frame 1 b.Width(ft.)= 131 b `g Number of garage stalls: ❑Masonry Areas in square feet Attached= T [I] metal ❑Pole Bldg. c. Basement= 2597 Detached= 4 ❑ ICF d. 1St Story = '31 O ❑On-site Prefab t e.2nd Story= 1.1,4- ❑Off-site Prefab I f. %a Story = J.I-Ile, El Other(please specify): g g.Total Area= G 2-113 • REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable K 0 Building Permit Escrow Agreement and Fees X 0 Plan Review Fee 11 iZ 0 Completed Application Form 4 X 0 Proposed Building Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8%x 11 set lit 0 Minnesota State Energy Code Calculations and Mechanical Code Requirements X 0 Survey—2 full size,to scale(meeting ALL survey requirements) lit 0 Hardcover Calculations , ❑ 0 Septic System Certification II 0 0 Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD stating no permit is required ❑ 0 Landscape Walls and/or Retaining Wall Plans ❑ Stormwater Pollution Prevention Plan(SWPPP) g ❑ Access Permit X 0 Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; 1 • 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 id 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$10,000 escrow to ensure completion of the as-built survey and all site improvements. . p— o pplicant'sSignature✓-�-- —/, Date: ,–Z�--ZO/C0 )wner's Signature: ,��...�� ..--e— Date: -'2 4' 7,6 RECEIVED JUN 29201n Packet Last Updated: August 2015 Page 22 CITY OF ORONO PLAN REVIEW �yCHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: 11 I5 & U 11, iVQ) (u1 B ermit No.: 2011 - CO15b/ Description of work: QA/ & KjL 1 in i t y I" 1\ Date Rec'd: -2q -10 Septic review by: _A `.J, L/. Date Approved: ? t / Zoning review by: / , Date Approved: 2.1— 4 Building review by: <_ lir��� �; Date Approved: gff l Grading review by: X- Date Approved: .,,( 5",.)-(4--/A Zoning District: hg--(15 Zoning File#: Reso#: Reso Date: �� ^ t Zoning: Lot Area: 1356-71L8/AC Width: 29O ± Lot Coverage: A)A- SF /1k % Survey Submitted: 1Yes v 0 No Date of Survey: (p -27-i cQ Revised date(?): Landscape plan submitted? 0 Yes 0 No Landscaper: Proposed Setbacks: Front (L Rear(S ,5D ( N S E W ( C)S 0 W) Other Buildings Wetland de , Side (56)$s ' 'Cw� $2` `l8 �s 8C'ra4actr � Q , >4s' i( NA" 6�/GC Defined Height: 23 t`i� Peak Height:S5,75 FFE: ' FFE minus 6 feet= (Existing Contour) Perimeter(linear feet) = 50% = l - L.F. below grade Basement? 0 Yes 0 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 highest existing s5.75- START WITH the highest point of the roof. aa START WITH rde to the highest point of the roof even if fill brought in to If you have a... elevate ho e. SUBTRACTION • GABLE OR HIPPED ROOF(no Slab-below grade—measure (BASED ON windows): Subtract half the distance from highest existing grade to the oi.„....„vROOF TYPE) between the highest point of the roof point of the roof. to the low point of the corresponding If you have a... gable or hipped roof SUBTRACTION GABLE OR HIPPED ROOF • GABLE OR HIPPED ROOF(with (BASED O (no windows): Subtract half 15 windows): Subtract half the distance ROOF TYPE) the distance between the between the top of the highest i/ highest point of the roof to window and the highest point of the the low point of the roof / corresponding gable or • ALL OTHER ROOF TYPES(flat, / hipped roof • GABLE OR HIPPED ROOF mansard,etc):No subtraction. / (with windows): Subtract SUBTRACTION Subtract the distance between the half the distance between Ata g (BASED ON basement/crawl space floor and the the top of the highest EXISTING highest existing grade adjacent to the window and the highest • 1,,'6 GRADES) foundation OR 10 feet(whichever is less). point of the roof bALL OTHER ROOF TYPES (flat,mansard,etc):No • EQUALS Defined building height subtraction. 2Defined building height ,,), rq'g. EQUALS /z.— 89- 55y 0 uc4i, 6 g0IA "° Ct" Updated: May 2016 z:\forms\plan review checklist 5-2016.docx Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? )< Yes ❑ No Permit Number: Ko _355 ❑ Yes 0 No V N/A 0 Ye No 0 N/A-see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required (circle one) (% and sf) (% and sf) W/0 0 Yes k-No 0 Yes )(No Oi 2 3 4 5 i�Ul�.9 Type(s): Type(s): I(40Fees to be Charged YES NO Permit iif Plan Review V State Surcharge 1/" Investigation Fee V SAC-Number of SAC Units V' Other(specify) t./ Square Footage $ per Square Footage Basement X = $ 1st Floor X = $ 2nd Floor X = $ Garage X �f t' = $ Estimated Construction Value: $ , 700).000 Orono Inspections Required Work Requiring Separate Permits Footing 0 Site Plumbing 0 Grading/Filling Poured Wall )(Silt Fence/Erosion Control Mechanical 0 Fire Foundation Survey 0 Hardcover Removal Fireplace 0 Water Connection 0 Framing 0 Other(specify) 0 Masonry 0 Sewer Connection Waterproofing/Drain tile Mfg. 0 Lawn Irrigation Foundation Waterproofing 0 Other(specify) 0 Landscaping 'FC Framing pr Insulation X As-Built Survey lie Final ❑ Lathe d 1 Required State Permits '` .other(specify) Pie k/39194,e, eS"'",1. � — 7�� 11 Well Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: Ny: See Builder Acknowledgement Form ❑ Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Co tEIU ANrs I/414- 1Q-e u u26 20 Pl-4P /►4bu 7" 772-e-6-5 PEa 5-ricgto Updated: May 2016 z:\forms\plan review checklist 5-2016.docx DATA PRIVACY ADVISORY In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under Minnesota State Statute 13.04(see following page)to review private data on yourself. 6. Your full name is required to process this application or permit. 5 1 MA-tzleN L gc/f7' First Middle Last /S b SZ, 2_3 t .4" P-VI. Address PLY/"to / 4A6 ss-4÷7 ‘012-- 3s9- /707 City State Zip Phone I understand my rights as stated above. Signature RECEIVED JUN 2 9 2016 Packet Last Updated: August 2015 Page 7 CITY OF ORONO Christine Mattson = From: David Martini <davidma@bolton-menk.com> Sent: Wednesday, August 24, 2016 3:52 PM To: Christine Mattson Cc: Adam Edwards Subject: Re: Mooney Lake Drive Should be good to go. David P. Martini, P.E. Principal Engineer Bolton & Menk, Inc. (952)448-8838 Ext. 2458 On Aug 24, 2016, at 10:25 AM, Christine Mattson <CMattson@ci.orono.mn.us<mailto:CMattson@ci.orono.mn.us>> wrote: Good Morning, I had a builder call me to say Mooney Lake Drive is complete and asking when I will be issuing his building permit. Can either of you confirm or deny the road is complete? Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN 155356 (physical address) PO Box 66 I Crystal Bay I MN 155323-0066 (mailing address) * 952.249.4620 I 6 952.249.4616 * cmattson@ci.orono.mn.us<mailto:cmattson@ci.orono.mn.us> I ; www.ci.orono.mn.us<http://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, September 5, 2016 This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.symanteccloud.com 1 Christine Mattson From: Adam Edwards Sent: Thursday, July 28, 2016 12:51 PM To: Christine Mattson Subject: RE: 1175 Mooney Lake Drive/#2016-00758 Grading Plan is approved. From: Christine Mattson Sent:Tuesday,July 26, 2016 8:48 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso <rpeitso@ci.orono.mn.us>; Mike Gaffron <MGaffron@ci.orono.mn.us> Subject: 1175 Mooney Lake Drive/#2016-00758 Adam, We received a building permit application for a new single family home at 1175 Mooney Lake Drive. Mike has completed the zoning review but has noted we will not issue the permit until construction of Mooney Lake Drive is complete. Roger has a set of the building plans, survey and is reviewing the septic. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono ` MN `.` 55356 (physical address) PO Box 66 Crystal Bay MN 55323-0066 (mailing address) 952.249.4620 ( 8 952.249.4616 cmattson@ci.orono.mn.us www.ci.orono.mn.us Summer Office Hours: (Monday, May23 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, September 5, 2016 1 milkoleki Lari, W. --• -good Csiquid? -coot (4 (,(Acoto Qmpi1ki4 road, o i\h( k- Gaffron r\-teaNo review (1.aity.., al.v) iqgthhir oferov fAgTl 041 rtOni-, VW) e4wf tAttpei.0 • N& 1L 40-Po si* ductiqm 7/ //6 111111111e - 7ouityi2 oor- (>01Q - 0&0._ 6. 1W7 /44.- op-ric. tree-, TDW pi-okc6btro Af‘, A_ 6,12A-btm 12-9? fevi-k15 PA I Ac 8,t.i City of Orono Hardcover Calculation Worksheet Property Address: Gor8, tfcvc ;' 1, /%t ` '/'„�JE (SkpAI�teY/rtrrS� 1:47:c. Prepared by: Date: Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 2: OPOSED HAR,DCOVE In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey(survey must accompany this form). Include all existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Total Hardcover Item (Describe) Length x Width Survey (Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A /,/OL/fE So/6' S.F. B G."AA6 t:' (D6-Tic//co) /2/2 S.F. C 001) 2 2 S.F. y74fff $p S.F. E paw C 2 88 S.F. F /1i17/O 2 g'f S.F. G .T/f2Ew4 .k /52 S.F. 8. S.F. nc-.005' `?"-/ S.F. d P./77L_'rCiu' f_l C'ON`S; 11 t/L/c 2290 S.F. K ./1'/.1CAe5797 S.F. L Le.-11 S.F..36- M S.F. N S.F. O S.F. P S.F. O S.F. R S.F. S S.F. T S.F. S.F. ✓ S.F. W S.F. X S.F. Y S.F. Z S.F. (1) Total Proposed Hardcover /6, O 6-6- S.F. Excludable Hardcover(See City Code Sec 78-1684): S.F. S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover 1 0 S.F. (3) Net Proposed Hardcover [Subtract line(2)from line(1)] /(,aCC S.F. (4) Total Lot Area RECLIVED 1 j a 7 S.F. Proposed Hardcover Percentage [(3)+(4)] /4/l 8 9 % CITY OF ORONO Subdivision Application-January 2016 This is an information packet regarding Hardcover. Every effort has been made to ensure 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 19 --(OCCUPY ,, New Construction Energy Code Compliance Certificate Dale Certificate Posted P erN 1101.8 Building Certificate.A building certificate shall be posted in a perm anent ly vis ibk location ins de the building.The certificate shall be completed by the builder and shall let infonuatbn and values ofcomponents listed in Table NI101.8. Mailing Address of the Dwelling or Dwelling Unit City 117C' Ploone L ic-c 1)r. 6 rvnv Name or Residential Contractor MN license Number Cartes Cdd co. 13c63 24-Sar THERMAL ENVELOPE 'RADON SYSTEM Type:Check All That Apply Passive(No Fan) N C _ _ w — Active(With fan and 6 0 _ c� - 4 a manometer or other system m v t L monitoring device) Insulation Location o zti c:l oQ mc ^ o m o- � C t2 F zr. �. v, a o; Other Please Describe Here Below Entire Slab /0 Foundation Wall 10 ✓ V/ Type in locatiorr int erioexterior +integral/175- Perimeter of Slab on Grade 15 V Rim Joist(Foundation) ZI ✓ Type inlocalio .t�. erior or Integra 514 Rim Joist(lel Floor+) r V � 2 Typeinbcalio interior Iriororintegral 3�. Wall 2,1 V Ceiling,flat 5'2_ V V Ceiling,vaulted 5-Z-n 2tftP V V .✓! Bay Windows or cantilevered areas 1e1fltk 3"c_l eocell•m,T/'1't �7 Bonus room over garage ^(a Describe other insulated areas Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)1. x Not applicable,all ducts located in conditioned space Solar Heat Cain Coefficient(SHGC): , R-value MECHANICAL SYS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System Not required per mech.code Fuel Type NA T &a 5 N Q--T 6 A-S E I F Passive Manufacturer far-tiara-f— er.s d 4.-h.le Brsian't Powered / ( Interlocked with exhaust Model l_Z� q a"TA8 �J�t,2_ �ers7' C2,� 187130 3 b device. Describe: Input in Capacitym Output in Tons: Other,describe: BTUS: Gallons: �-7�r'' /- Rating or Size ��� C ,7 (7 ,/tro Heat Loss: -2 Heat Gab: Location of duct or system::_ 1.imuommimmi.. _ Structure's Calculated t��j5 J� Q� (�(Aiin. AFUEor SEER: / HSP F% • �' Efficiency �7 c2 Caleulaledcooingbad: .S J et, IVY) 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 Corn bustion Air Select a Type source heat pump with gas back-up furnace): Not required per meth.code Select Type X Passive CZ�X Heat Recover Ventilator(HRV)Capacit:Low !RQ High: Soo Other,describe: Energy Recover Ventilator(ERV)Capac Low High: Location of duct or system:r Continuous exhausting fan(s)rated capac //1 ecit ma00r Location of Cfm's Capacity continuous ventilation rate in cfms: [a "round duct OR rT rrf 1 Total ventilation(intermittent+continuous)rate in "metal duct I. tc2‘ CSII&I 6% Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings These blank submittal forms and instructions are available at the City of Chanhassen website and at City Hall. The completed form must be submit- ted in duplicate at the time of application of a mechanical permit for new construction. Additional forms may be downloaded and printed at; http://www.d.chanhossen.mn.usiservibuild.html. ::: ) %/ / - Date 4i'/ ,/,rr - . t ��Com Yleted Section A /� IV(4 Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet(Conditioned area Including jo Basement—finished or unfinished) 11* Total required ventilation �/��[CJ� — Number of bedrooms —3 Continuous ventilation /e Directions-Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates(in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space(in Total/ Total/ Total/ Total/ Total/ Total/ sq.ft.) continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 105/53 _ 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 _ 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 _155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space)+[15 x(number of bedrooms+1)]=Total ventilation rate(cfm) Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one-hour period according to the above table or equation. For heat recovery ventilators(HRV)and energy recovery ventila- tors(ERV)the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake,or both,for defrost or other equipment cycling. Continuous ventilation-A minimum of 50 percent of the total ventilation rate,but not less than 40 cfm,shall be provided,on a con- tinuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. RECEIVED G:\SAFETYUK\Vent-makeup-comb air submittal(2).docx Page 1 of 6 6, vJUN 2 9 2O1; L,eCITY OF ORONO Section B Ventilation Method (Choose either balanced or exhaust only) Balanced,HRV(Heat Recovery Ventilator)or ERV(Energy 0 Exhaust only ec ery Ventilator)-cfm of unit in low must not exceed continuous Continuous fan rating in cfm entilation rating by more than 100%. Low cfm: High cfm: Continuous fan rating in cfm(capacity must not exceed / z,r continuous ventilation rating by more than 100%) Directions-Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100%greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. - -Section Ventilation Fan Schedule Description Location Continuous Intermittent Directions-The ventilation fan schedule should describe what the fan is for, the location,cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm,air rating and less than 100%greater than the continuous rate. (For instance,if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of o larger fan that is operated a percentage of each hour. Section D Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation) ----7/1eti---. ''.;:v.4-4,r '-'/...,---/-, _ Directions-Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation,describe the operation and location of any controls,indicators and legends. If an ERV or HRV is to be installed,describe how it will be installed.If it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures'installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation,such interconnection shall be made and described. Section E Make-up air Passive (determined from calculations from Table 501.3.1) Powered(determined from calculations from Table 501.3.1) Interlocked with exhaust device(determined from calculation from Table 501.3.1) Other,describe: - Location of duct or system ventilation make-up air:Determined from make-up air opening table kj Cfm Size and type(round,rectangular,flex or rigid) ( R means not required) i G:\Forms\VentMakupCombAirCals041511.docx Page 2 of 6 • Directions-In order to determine the makeup air, Table 501.3.1 must be filled out(see below). For most new installations,column A will be appropriate,however,if atmospherically vented appliances or solid fuel appliances are installed,use the appropriate column. - For existing dwellings, see!MC 501.3.3. Please note, if the makeup air quantity is negative,no additional makeup air will be re- quired for ventilation,if the value Is positive refer to Table 501.3.2 and size the opening. Transfer the cfm,size of opening and type (round, rectangular,flex or rigid)to the last line of section 0. The make-up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances,see KAtR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherical- vent or direct vent ap• assisted appliances and gas or oil appliance or ly vented gas or oil pliances or no combus- power vent or direct vent one solid fuel appliance appliances or solid fuel tion appliances appliances appliances __-----r---Cottitt�2--- ---Column D--— Column A Column B 1. 0.15 0.09 0.06 0.63 a)pressure factor • (drn/sf) _ b)conditioned floor area(sf)(including 7 D • unfinished basements) _ Estimated House Infiltration(dm):(la 1/r /) lbl Q/ 2.Exhaust Capacity a)continuous exhaust-only ventilation system(dm);(not applicable to ba- lanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)80%of largest exhaust rating(dm); Kitchen hood typically (npt applicable If recirculating system art(powered makeup air Is electrically Interlocked and match to exhaust) _ • dl B0%of next largest exhaust rating (dm); bath fan typically . Not (not applicable if recirculating system or if powered makeup air is electrically Applicable • Interlocked and matched to exhaust) Total Exhaust Capacity(dm); —®" F(2a+2b+2c+2d1 tp / .) • 3.Makeup Air Quantity(cfm) 4 a)total exhaust capacity(from above) b(estimated house Infiltration(from / / ` above) • 1 r'< . Makeup Air Quantity(dm); (3a—ub( • (if value Is negative,no makeup air is needed) 4.For makeup Air Opening Sizing,refer `/k to Table S01.4.2 A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power vent and direct vent appliances may be used.) • B. Use this column If there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may also be in- cluded.) • C. Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. 0. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Page 3 of 6 • Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent,direct vent ap- assisted appliances and vented gas or oil ap- vented gas or oil ap- Duct di- pliances,or no combus- power vent or direct pliance or one solid fuel pliances or solid fuel ameter tion appliances vent appliances appliance appliances Column A Column B Column C Column 0 Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 .29-46 18-28 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive opening 233-317 144-195 100-135 62-83 8 - Passive opening 318-419 196-258 136-179 84-110 9 w/motorized damper Passive opening 420-539 259-332 180-230 111-142 10 w/motorized damper Passive opening 540-679 333-419 231-290 143-179 11 w/motorized damper Powered makeup air >679 _>419 3290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. 8 If flexible duct is used,increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. 0. Powered makeup air shall be electrically interlocked with the largest exhaust system. Sections F Combustion air Not required per mechanical code(No atmospheric or power vented appliances) 7 Passive(see IFGC Appendix E,Worksheet E-1l 1 Size and type 5/IL%/) ' c- Other,describe: r y' - Explanation-If no atmospheric or power vented appliances are installed,check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combus- tion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. Page 4 of 6 Directions-The Minnesota Fuel Gas Cade method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction,4b of step 4 Is required to be filled out. IFGC Appendix E,Worksheet E-1 Residential Combustion Air Calculation Method (far Furnace,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/Boiler: _Draft Hood _ Fan Assisted Ubirect Vent Input: Btu/hr or Power Vent (7� Water Heater: +1r _Draft Hood Fan Assisted _Direct Vent Input: /r4-15 ° Btu/hr r Power Vent Step 2:Calculate t e volume of the Combustion Appliance Space(CAS)containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: (e.O ft3 LxWxH LZOH Step 3:Determine Air Changes per Hour(ACH)1 -- - -- Default ACH values have been incorporated Into Table E-1 for use with Method 4b(KAIR Method). If the year of construction or ACH is not known,use method 4a(Standard Method). Step 4:Determine Required Volume for Combustion Air.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hr Input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: ft' Volume(TRV) If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)is less than TRV then go to STEPS. 4b.Known Air Infiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANC S Total Btu/hr Input of all fan-assisted and power vent appliances Input: 69'c'b Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 562-5 ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column In Table E-1 to find RVNFA: it"4-4'3E'�i}t' Required Volume Natural draft appliances(RVNDA) / q_ / Total Required Volume(TRV)=RVFA+RVNDA TRV= 7�/e / + _ �fc�G > TRV ft' If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)is less than TRV then go to STEP S. Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)divided by TRV(from Step 4a or Step 4h) �,( <r- Ratio= "/ d4� / J � = I 7/ Step 6:Calculate Reduction Factor(RF). (((( RF=1minus Ratio RF=1- 7/ _ Zp Step 7:Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: 7 �� Btu/hr (EXCEPT DIRECT VENT) / Combustion Air Opening Area(CAOA): � Total Btu/hr divided by 3000 Btu/hr per in? CAOA75.-v P/3000 Btu/hr per int= int Step 8:Calculate Minimum CAOA. V '7 Minimum CAOA=CAOA multiplied by RF Minimum CAOA= x , Z b _ / ,��, int Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13 V Minimum CAOA=3/05 in.diameter go up one inch in size if using flex duct 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. 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L` - / /7 SUG-8 / / -1) /// O I sT•26\\-� suG iuG16-,6 1 .oAK-z, 7/ -7- / / // I W.0.18, I I U —SU-GI-2G ----. --- \\\ '\ S // // ,/ IL I sucaa — — ` \ - / � ./ o//T ,\ \ /' suo-2o / I SUG-12 \\ \\U SUG-, /--__ f� / \\ 'r \\ ti -OV 7'a.[ � / //\\ /---i--L-------------- SUG8-22 \\ / �L� / ���\ S'' / \�-- SUG20 G 20 /' I MAP-16- SUG-10 \� --SUG-, / , - \ - SUG-T3-,� / ' -\ / /\\ SUGi, /SGG-1 _ - - �C SUG20 �I SI1G _ SUG - -�-__ J// ` ---- -- \_\ /' \ Isem/° - --euGr6- — — — F // — --\\\ _< sU ' grtf'- -SUG12 -- LU ->`-- /--- i��// --�\ a MAP-18-I8 / __- - -- M• �- --- / 6 r�F- - - SUG,O-22 // - / \ Cyt /' SUO-,5\ \� P') --_ Jfit / —�/ , //'/ SdG.t„y____7_ -�.`\--- --_mac\ — SI.--27&—,_ ' - -�V -- suo-is •—fS /' ` �\ N 89°37`(35 E 216.61 , S. 20 / // \ w,24 �26 ' ORONO COPS( I / C LEGAL DESCRIPTION OF PREMISES SURVEYED: Lot 8,Block 1,MOONEY LAKE PRESERVE A This survey shows the boundaries and topography of the above PROPOSED ELEVATIONS(PER ARCHITECT,VERIFY) Co) described property,and the proposed location of a proposed house, garage and driveway.It does not purport to show any other improvements GARAGE =1048.2 or encroachments. DETACHED GARAGE =1048.2 • : Iron marker found 0 20 40 80 ° : Iron marker set MAIN LEVEL =1050.0 yyy{}}10. -+ers : Existing contour line -14e�1 : Proposed contour line LOWER LEVEL =1038.98 I1546.8I : Proposed spot elevation SCALE IN FEET •--tee-- : Wetland buffer ® : Wetland buffer sign REVISIONS 7ESIGNEL I hereby certify that this plan,specification,orrepott7°1815 GRONBERG & ASSOCIATES, INC. DATE BY REMARKS was prepared by me or under my direct supervisionsu.� DRAWN arWlhaUamadutyUcensed•LandSurveyorunder CIVIL ENGINEERS,LAND SURVEYORS,LAND PLANNERS 6-27-16 REVISED HOUSE the laws of the State of Minnesota. ,oe„0. I 7-13-16 WETLAND AND BUFFER NOTES ADDE\I _ , / - brvErr15-346 445 N.WILLOW DRIVE LONG LAKE,MN 55356 DATE 7../../-/fi LICENSE /27$S 'SHEETS PHONE:952-473-4141 FAX:952-473-4435 1115 boonty La oft-4 24)4(u- 0015 Permit Application: Self-Checklist for Completeness Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the application will NOT be accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. Completed Application Plan Review Fee Paid -- (z cdot VASigned Escrow Agreement & Escrow Payment – CL-1E-"T Building Plans (to scale) x2 Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 - - , 61Z-6 tkig � V Hardcover Calculations (if applicable) — 20xi 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 r ar ing `,�,`ect. L Signed by: Address: / 1) 1 L c„,- -, - ;Da_ Permit #: 2-C? / (c --(C -7 c Packet Last Updated. August 2015 Page 2 Builder Acknowledgement Form Permit #2016-00758 / 1175 Vponey Lake Drive Builder Representative Name: /lietk t !Lt1e 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 orderq1( will be issued. Schedule a minimum of one hour for the framing inspection. Gt)r Erosion control mechanisms must be installed and inspected by the City prior to any land disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to q-52( inspection. Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. �jlJv� A haul route shall be submitted to the City Engineer for approval and inspection prior to commencement of hauling from the site.The property owner shall be responsible for cleaning and repair of roadways for any adverse impacts. Covenant requires 20 replacement trees. Reference Tree Removal Plan. No underground sewer within 20 feet of well. Q� Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations must be submitted and approved. (yr, 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\mooney lake drive\1175\builder acknowledgement form 2016-00758.docx Nom" PERMIT NO.J -' ISSUED TO: Ti Yin fi i mavio FOR: &(O5IO (/��I�Q�I s1&. �.1•`� I�b � hoMe LOCATED AT: La / L �_ t . , Dr r4 � By The Board of Managers of the MINNEHAHA CREEK WATERSHED DISTRICT 15320 MINNETONKA BLVD., MINNETONKA, MN 55345 952.471.0590 Signature. 9 I t . .•401, Title: C.14.Ar ililA ��MA,Ctq, PERMIT EXPIRATION DATE: 1-1_812. 0 POST CONSPICUOUSLY AT PROJECT SITE FOR PROJECT DURATION OR A MINIMUM OF 10 DAYS SPRAYTITE® 158 Series z. BUILDING ENVELOPE INSULATION SYSTEM - ICC ESR-2642 PRODUCT DESCRIPTION: a:t., .-. ,,, 0 SPRAYTITE 158 is a closed-cell polyurethane system utilizing an EPA approved,zero ozone-depleting,blowing agent. It is designed for use in commercial and residential construction applications. SPRAYTITE 158 is compatible with most common construction materials, but can only be processed with BASF SPRAY 8000A/FE 800A Isocyanate. The benefits of SPRAYTITE 158 include: •" • Superior insulation performance • Control moisture infiltration • • Controls air infiltration ■1irlll • Ease of applicationt • Non-fibrous • Structural properties APPROVALS AND CREDENTIALS: • ASTM E-84*/** NFPA 286 ICC ESR-2642 Class I 8 inch wall • SPF Thickness—4.0 inches 12 inch ceiling Flame Spread Index<_25 with 15 min.thermal barrier ' Smoke Development Index s 450 Test Report Number:3116019-001 'This numerical flame spread rating does not reflect hazards presented by this or any other material under actual fire conditions.Polyurethane foam systems '. should not be left exposed and must be protected by a minimum 15-minute thermal barrier or other code-compliant material as allowed by applicable building code(s)and Code Officials. Building Codes provide guidelines representing minimum requirements. Further information is available at www.lccsafe.orq. Consult all Authorities having jurisdiction over an area for additional or specific requirements prior to beginning a project. /ft iiik iillRhilif **ASTM E-84 is a test designed for sample thickness up to 4 inches. NFPA 286 is a building code recognized alternative test that is conducted for greater thickness applications of spray foam. These two test reports can then be used by design professionals for their product selection process for projects. ' Con : TYPICAL PROPERTIES**: PROPERTY VALUE TEST METHOD IMM" Liquid Resin—As Supplied CI:). . Specific Gravity Q 70°F 1.175 ASTM D 1638 Viscosity @ 70°F(cps) 1050 Brookfield As Cured al) Iso:Resin Mix Ratio(vol:vol) 1:1 driMilliir Density(pcf @ 2"lift) 2.15 ASTM D 1622 Compressive Strength(psi) 22 ASTM D 1621 Tensile Strength(psi) 28 ASTM D 1623 Type C Closed Cell Content(%) >90 ASTM D 6226 Aged k-factor(Btu in/ft2 hr°F) 0.152(R=6.6/in)***@ 1" ASTM C 518 In conformance with ICC AC377 0.147(R=6.8/in)***@ 4" ASTM C 518 Permeability(perm inch) 2.38 ASTM E 96 Permeance(perms) 2.38 @ 1"SPF tv; ( , q 1.19@2"SPF t 016 0.79@3"SPF 0.60@4"SPF Air Permeance 0.00025 L/s/m2 @ 75Pa ASTM E 2178-01 CITY OF ORONO, Air Leakage 0.00025 L/s/m2 @ 75Pa ASTM E 283-99 • ' Dimensional Stability(%Volume Change) Dry Age 28 Days(158°F) 5.75% ASTM D 2126 Freeze Age 14 Days(-20°F) 0.30% • ASTM D 2126 **-These physical property values are typical for this material as applied at our development facility under controlled conditions. SPF performance and actual physical properties will vary with differences in application(i.e.ambient conditions,process equipment and settings,material throughput,etc). As a result,these published properties should be used as guidelines solely for the purpose of evaluation. Physical properly specifications should be determined from actual production material. The above data was collected from samples prepared using the following equipment configuration: • Gusmere H-20/35 proportioner set at 1.1 volume ratio with 50 ft of heated delivery hose • Gusmer•GX-7 spray-gun configured with a#1 mix module and#70 PCD and/or GAP spray-gun configured with a#1 mix chamber • Process temperature settings: Isocyanate 130°F;Resin 130°F,Hose 130°F `- -+ -_ BASF • Process pressure: 1000 psig minimum while spraying SPRAYTITE 158 has shown acceptable on-site performance with temperature settings in the range of 110°F-130°F for Isocyanate,Resin and Hose. Every job site and set of ambient/substrate conditions are different;therefore,one set of process settings may not work for every situation. It is the The Chemical Company responsibility of the applicator to evaluate the on-site conditions and then determine the appropriate SPF reactivity and process settings. ***The data chart shows the R-value of this insulation. "R"means resistance to heat flow. The higher the R-value,the greater the insulating power. Compare insulation R-values before you buy. There are other factors to consider. The amount of insulation will depend upon the climate,the type and size ,,, of your house,and the fuel use patterns and family size. If you buy too much insulation it will cost you more than what you will save on fuel. To achieve - BASF`Polyurethane proper R-values,it is essential that this insulation be installed properly. t ` Foam Ente prises LW is t c ` t I GENERAL INFORMATION: i '' ' �A�} � SPRAYTITE 158 is a spray polyurethane foam(SPF)system intended for installation by qualified contractors trained in 4 u ;,, the processing and application of SPF systems,as well as the plural-component polyurethane dispensing equipment #7 �- F } �{ &'`F`' required to do so. Contractors and applicators must comply with all applicable and appropriate storage,handling, +:" i x �t. processing and safety guidelines. BASF Polyurethane Foam Enterprises LLC technical service personnel should be r �, r -.•,-,.•:,.--,,.-. :-:,..;..!.•:,., .:,...-„,,,,,,,..,,,,„ consulted in all cases where application conditions are questionable. t � : 4 CAUTIONS AND RECOMMENDATIONS: :' s : `, SPRAYTITE 158 is designed for an application rate of t/2 inch minimum to 2 inches maximum per pass. Once installed �s ti(t „' material has cooled it is possible to add additional applications in order to increase the overall installed thickness of SPF. yi,r ;�1.-' t,;t:, ' This application procedure is in compliance with the Spray Polyurethane Foam Alliance(SPFA). e't.,.y,.`k �¢ ., , t -:',c-q:,..;:'.,,:;-.11, SPRAYTITE 158 is NOT designed for use as an EXTERIOR roofing system. BASF Polyurethane Foam Enterprises r� `,Z . ;, LLC offers a separate line of products for exterior roofing applications. For more information please contact your sales representative. �,%},,z' ." „" .„: � 4 Cold-storage structures such as coolers and freezers demand special design considerations with regard to thermal p . , , 4� i insulation and moisture-vapor drive. SPRAYTITE 158 should NOT be installed in these types of constructions unless �; y Wt ^a ttrw the structure was designed by a design professional for specific use as cold storage. �V�et,z����n"�'nit °� '� ra+'r �,� �. 'a � ' , s:'.: ,r;,h SPRAYTITE 158 is designed for installation in most standard construction configurations using common materials such {�' �� t�a' as wood and wood products,metal and concrete. SPRAYTITE 158 has performed successfully when sprayed onto �,7` . fig,, * wood substrates down to 40°F. For other substrates,please consult your BASF Polyurethane Foam Enterprises LLC .. v° � sales or technical service representative for specific recommendations. ? � fEt Foamplastic materials installed in walls or ceilings may�''.1."';'''',..,_• , �, �� �,'�".�� ,�, g present a fire hazard unless protected by an approved,fire- 41......1-;..•.'1 ire- r , 7 it , w , ; �'� � F: �, resistant thermal barrier with a finish rating of not less than 15 minutes as required by building codes. Rim joists/header -0, '-'::::*?.'Z''''-':!•,°''''' areas, in accordance with the IRC and IBC may not require additional protection. Foam plastic must also be protected „: ' '' against ignition by code-approved materials in attics and crawl spaces. See relevant Building Codes and �,,� � www.iccsafe.orq for more information. t The SPRAYTITE 158 foam systems are NOT recommended for medical uses;such as,splints or casts for broken bones yp nor other medical or pharmaceutical uses.h, i t•:•;:::::-.1',''' :' In addition to reading and understanding the MSDS,all contractors and applicators must use appropriate respiratory, skin and eye Personal Protective Equipment(PPE)when handling and processing polyurethane chemical systems. ` • x Personnel should review the following document published by Spray Polyurethane Foam Alliance(SPFA): ' " AX-171 Course 101-R Chapter 1: Health, Safety and Environmental Aspects of Spray Polyurethane Foam and Coverings ``.`- , and the following document available from the Center for the Polyurethanes Industries(CPI): Model Respiratory Protection Program for Compliance with the Occupational Safety and Health Administration's Respiratory Protection Program Standard 29 C.F.R.§1910.134 t ';',.i,.0:::”. As with all SPF systems improper application techniques should be avoided.Examples of improper application : techniques include,but are not limited to excessive thickness of SPF,off-ratio material and spraying into or under rising SPF.Potential results of improperly installed SPF include: dangerously high reaction temperatures that may result in fire Via, .°"' - - and offensive odors that may or may not dissipate. Improperly installed SPF must be removed and replaced with t ' i ` properly installed materials. 5,4.1-, 1.. , r .-4 LARGE MASSES of SPF should be removed to an outside safe area,cut into smaller pieces and allowed to cool before ,., K . fr ''discarding into any trash receptacle. 6 ••:''.;:f,;„.''--..:'.:.L#` , a. SPF insulation is combustible. High-intensity heat sources such as welding or cutting torches must not be used in x r ,at q: contact with or in close proximity to SPRAYTITE 158 or any polyurethane foam. t.+;. e's '-.� ,tt vt kZ3-75::,r:'''''1.64;''::(.1114, SHELF LIFE AND STORAGE CONDITIONS: r„ i,� k: SPRAYTITE 158 Series has a shelf life of approximately three months from the date of manufacture when stored in ` . '" ;` original,unopened containers at 50-80°F. As with all industrial chemicals this material should be stored in a covered, ,� . 3 t �,.^�.,�.. secure location and never in direct sunlight. Storage temperatures above the recommended range will shorten shelf life. t , f Storage temperatures above the recommended range may also result in elevated headspace pressure within packages. F 1i I; r,' s r . LIMITED WARRANTY INFORMATION—PLEASE READ CAREFULLY: A xMy di 2' n, h'''.44'I. • f The information herein is to assist customers in determining whether our products are suitable for their applications. Our is' products are only intended for sale to industrial and commercial customers. Customer assumes full responsibility for (' -_ quality control,testing and determination of suitability of products for its intended application or use. We warrant that our p� 1d " products will meet our written liquid component specifications. We make no other warranty of any kind,either express or +pn'1 " implied,by fact or law,including any warranty of merchantability or fitness for a particular purpose. Our total liability and t ;r1 ' ' customers'exclusive remedy for all proven claims is replacement of nonconforming product and in no event shall we be t: - �«, ,2 � 4\, liable for any other damages. 7.V •" `r V?1, 4 �' . RECEIVED fir" s '' L � 4 f Seal and Insulate +�< l` -1'""f with ENERGY STAR JUN` `�dP. x ' '�. Insulation saves energywhen installed r .t,' LEARN MORE AT 4 1'yA -�"�` F; _� energystargov according to ENERGY STAR guidelines. CITY OF ORONO Minnesota State Energy Code Calculations and Mechanical Code Requirements Form Additional copies can be found by going to: http://www.dli.mn.gov/CCLD/PDF/sbc 1322 cert.pdf N1101.8 Certificate Builder Name Campany Date: Co- 24-- 2401(0 Site Address: 1175 !)'loo `f LAL< DK.)p- ole...x.L0 ,MN Contractor Name: C1-1,412. 5-$ /'.usl) C o , L.L.C.. License Number: S (03 Z4S Location Type of Installed Type Location Size Insulation R-Value _ Makeup Air N,4 . ---- Roof(Ceiling _ S13R41.1bA0Aj 5O. 0 _ �.Ca i , Combustion Air , PA551v1T M J4. IZoo141 60" Walls 51)1W1 7-1,0 _ FoArn , Water Healing _ CIAS- A-0,5111rri4 MEC14. 2ooNZ 50 C714-- Slab-on-Grade RVat b 1c).0 , Manufacturer Model Floor - FL/. / 45.0 _ Wta ID Ducts Outside of Conditioned Spaces Rim Joist _ SPIGA`i 2.2.0 l=vP*M triter,Exterior or Integral Location R-Value Foundation Wall rill-+t, RES,/ ISv + SeR50/4Potw1-1f poi p trite i r,6tenir or Integral Average U-Factor 5HGC(solar heat gain coefficient) Passive Active Fenestration r ?0 r/1 Radon Control n Type Input Rating AFUE Manufacturer Model Calculated Heat Lass Healing System FDR.0.Wlj Al RJ ci z_.5-OV 9'Gg/O - L.ExGtto X EL-2/40 V 87, L DG r LA.T. CararS Type Output Rating SEER , Manufacturer Model Cooling Load/Heat Gain Cooling System _ ELEr.Tr21 mei,/ /3 .o L -.vivo) o 4Z- 4 3 , 3o0 Type Location Continuous Ventilation Total Ventilation Mechanical Ventilation FAA/7=K. i 1 e/-(, /7-00" /Zd C Fly pAArA 5oicieC.. ,eia-n-1 rezo m S :S 3co cfFm g 5' cFni V ovr A-i -cit /OTC 1-W—M 3 00 GFl RECEIVED JUN 2 9 7016 Packet Last Updated: August 2015 CITY OF ORONO Page 20 - Christine Mattson From: Adam Edwards Sent: Thursday,July 28, 2016 12:51 PM To: Christine Mattson Subject: RE: 1175 Mooney Lake Drive/#2016-00758 Grading Plan is approved. From:Christine Mattson Sent:Tuesday,July 26, 2016 8:48 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso<rpeitso@ci.orono.mn.us>; Mike Gaffron <MGaffron@ci.orono.mn.us> Subject: 1175 Mooney Lake Drive/#2016-00758 Adam, We received a building permit application for a new single family home at 1175 Mooney Lake Drive. Mike has completed the zoning review but has noted we will not issue the permit until construction of Mooney Lake Drive is complete. Roger has a set of the building plans, survey and is reviewing the septic. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway ! Orono MN 55356 (physical address) PO Box 66 { Crystal Bay MN 55323-0066 (mailing address) iit 952.249.4620 8 952.249.4616 ® cmattson@ci.orono.mn.us I 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,September 5, 2016 1 4 .,. .. . Zo"1„G Review 6 TTe seiGkr- r !.- L-1 o u777/� erife SD' Pal U /LOA ©u r / s fiw kir, V,4.5 4p 0 rn IA 4 x.4) ) 5kDe 3c,,)' 04 0 d D9wes-r lis 6 e ( ) $Tr&4i )frr scA) ac0 oFPoa R /d ,919 141101+st A-b._. 6 10`i -t (0 (( -103 ,q$ _ 7,O2 — 4 poi r Ut.5 (o(ft, As L-060 , Pi FaA--b g&f CC PP-oeoset, eLEys ; .6> /o fig, 2 lAitkuU torn i o (,oc✓a0--c,tuez-- to 3 g. 7g 0 c9-:1,UW � ? 4 1074 111/0 OF ( %a2_ 1Ayiuk°0) q.so 2 : ,7c' 10711. $ 14,7.C .7-- /070 , 0C- (070, 0r--- /o 2y,Of- 2_,( ,7 2-0=1- CSU Ey2A- 7--APPkc} D4/ C e(2- : ,4-t4,11)e,t) 2 c7 ? vp -- -- 11, 9 ? Xf P ,N1-r-e p AS eL-1)6 101-4k)s I3 . 3 Lf Xa • Christine Mattson From: Christine Mattson Sent: Thursday,June 30, 2016 2:45 PM To: Roger Peitso Cc: Adam Edwards; Mike Gaffron Subject: 1175 Mooney Lake Drive/#2016-00758 Roger, We have received a building permit application for a new single family home at 1175 Mooney Lake Drive. There was no septic information submitted with application. I have attached a copy of the septic report submitted with the subdivision application to the files in your office. Please review the septic and building plans. I have started the planning and zoning review, Mike will finish it and pass his portion of the application onto Adam. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono MN 55356 (physical address) PO Box 66 1 Crystal Bay MN f 55323-0066 (mailing address) it 952.249.4620 A 952.249.4616 cmattson@ci.orono.mn.us " 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 City of Orono rps.o4b Hardcover Calculation Worksheet Property Address: //7 5 aervEY lik'E OR/vE C//,IRUrr CNDO/ f �• L `'KEsuoa` Prepared by. Date: Ga,c.QxG #4P1bc/A TFS� 1A,C. Stormwater Quality Overlay District Tier: (Circle one) 4175, Tier 3 Tier 4 Tier 5 Step 1: EXISTING HARDCOVER In the following table identify all items of existing hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Total Hardcover Item(Describe) Length x Width (Square Feet) ) (Example) (Garage) (24'x 30') (720 S.F.) A 4/vuir SO&8 S.F. B gAliC£ r/JETi3CNED) // 9 9 S.F. C f'rrkoPi,_c _rr 6,1,1F y _ _ j g S.F. • o 11Crk 1/35 S.F. E 0044 /6 S.F. F /ORCH 307 S.F. G WA/.L y7 S.F. H Afaiyr tA. Atk 7 S.F. TTEi+S 9/ S.F. J COMcRETC 11)Al 1/6- 2O82. S.F. K 13G4 Cg TC? 10 '1' 650 9 S.F. L 14,24Li. 3 7 S.F. r I6 S.F. N r'D,n,de fid 7, 3 / S.F. S.F. P S.F. o l S.F. R S.F. S S.F. T S.F. S.F. ✓ S.F. W _ S.F. X S.F. Y S.F. Z S.F. (1) Total Existing Hardcover /ta, 7¢f? S.F. Excludable Hardcover(See City Code Sec 78-1684): S.F. S.F. S.F. RECEIVED S.F. S.F. (2) Total Excludable Hardcover IUN 2 2417c) S.F. (3) Net Existing Hardcover [Subtract line(2)from line(1)] /6", 7 tt S.F. (4) Total Lot Area /3.5 0741 S.F. Proposed Hardcover Percentage [(3)C(4)]OF e /2.9'fs (Proposed Hardcover next page) Subdivision Application-January 2016 This is an information packet regarding Hardcover. Every effort has been made to ensure 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.LOU- Page 18 611 5 n11.0� (r' 2OttR- 06-15 PrJ- 1iuzu_ l+e cAlis Copy Svc IGW et 143411KCV4U8Y 7 4 1 7/9/4 I OKUHOAt-WU/4,3E4S 6/U S t 7-.6 4A1/414.1A-1)ea- 7/14VIC6' L CERTIFICATE OF SURVEY FOR )(U g S K D ARCHITECTS 20 Me. 11x.ekir OF LOT 8, BLOCK 1, MOONEY LAKE PRESERVEP-- HENNEPIN COUNTY, MINNESOTA Govt + Tr / „/ ., I /' / / ,-" A _4) // i ti. . 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I /��\\ �S �l\\1 �V 4 `' ,00 \ 1 I `i�,�.__.,._ I SUG �/ SL/G-216, /' sul°-{2/' 1 / \FMF,I i .. 4O \ I r► (K) '1 1 i ! 1 / v 00\ vj\0, SL.IDAK-3D \ �✓'` 1 VCOPOSZD e�•n,,,,4InfPwA, .-�— i ,' / OD V \\ \ �I .L 1� \\ \ \ 1 [...,. Iwa.z+w.! // I I SUc-16/ ( 1 v °I j ) {�, �W I \ N 1 .''y0''w gza6 PC ' O SUG-14 I /'� ' sllGts 1111 \ 9 ti= 4 � I\II CS \ I \ \yy \� 4o-22 - I / Syr-1 W m \ b- ''... ---- \ sus-10...-Z7 s a I p s�. \ �1 c I 1 / 00 (� Z --17,_ _�--.J- 3Q .. I �• s % q 1 �l7 \ e I slit ELf1l-16 'I x43.19 West \; \�\; d \ (A) lin, /y� 1 /I / 1 / O I II� \ (4(,,---, U _:J I SUG 1 W 1 0i, .'al. 'T \ \\ v/� W-- L 1 I / / / OAK.18 h ' `� s1c�g� F ♦ \\ ` / / / Sit, / .ma c \ b s�NNx LN \�8° `CI I /) /' //1�uG18 / /. --+.-s14- \�L1177 SUG-•: II SU0- I \ -1e II I/ / wOAK-18 /// s�-+w_.i: ' III \ W \ b SU<- / / !' /' \\ / 6 / 1 W.OAK-14 r /' __T__I I SIGN(NJP'UFFERI 1 SU-18- \\ •• \� / / /// // SU0-16 :/� �. / I �_ -�J \\ ----.__ �\ \ \\\ �,/ ^�1� ///� / // / sye./:'�.. , 1 I \ -.POS USILTF E \40 , e.'..... I / //' '�-16 //SUGQO i-� — --- Q \\ I / A. / / / I` SUG-12 5 "�� V` / / 1 \__------------ LING2a / / Q s 26\ .d1E \\SUG18-18 6 / g4,1 _�/' /�/ 'Duca / // / / UG- suc- \ a .OAK-z4 • x `` / / / /7 I wone// I \�� suc-2a__-_----. \\ •••• / . -� / IL / I suo-za —— \ \ / SUU E) •..// T —� \ // I SUG•12 itt \\\ \\U �•� /Y�/.0'r.D// \\\ `/' SUG20 al ' SUG-20 // I - MAP-16 SUG-8-22 N. SUG1 s, ' / ��` y' / \� G2" '' I 1 _��� _5�-' \\�\ '`\ fig." ` ' / \\\ / \ , _ / SUG12"r� I ��� --- SUG-14 SUG-L`t `- Tom\ \\ \�\\ /� \ / /I- — �SUG--8 — --N; — '-. \\ /� I SUf-16 -- ��� �\ / \ __I -�SUG12 � --BUG$---._--- / \ / SUG-8 �/ y f-- \ / - m / -- ` IN. 'es\ ,-- SUO:iQ \ / / \ N. - LB-40=21...„_,,, _/ --�/ /'���\` J -> / BBG78 // \\ BUG,@-,\\ N 89°37`Q5" E -216.61 ^ ` \\ / ze / ' SUG \ sDG�\\ ; - ' '' ORONO CO I j / 4- LEGAL DESCRIPTION OF PREMISES SURVEYED: Lot 8,Block 1,MOONEY LAKE PRESERVE A This survey shows the boundaries and topography of the above PROPOSED ELEVATIONS(PER ARCHITECT,VERIFY) ISI described property,and the proposed location of a proposed house, garage and driveway.It does not purport to show any other improvements GARAGE =1048.2 or encroachments. DETACHED GARAGE =1048.2 Iron marker found 0 20 40 80 ° : Iron marker set MAIN LEVEL =1050.0 .1*/*/*** asaaaea_s 1 —,e46— : Existing contour line * .. -11-: Proposed contour line LOWER LEVEL =1038.98 11046.81 : Proposed spot elevation SCALE IN FEET --- - : Wetland buffer ® : Wetland buffer sign REVISIONS 'DESIGNEE" Ihereby certify that this Man,specification,orreport 17W:1S GRONBERG &ASSOCIATES, INC. DATE BY REMARKS was prepared by mea under my direct supervision s<u� end lhel I am a duty Lf Miro.Land Surveyor under i•'=zo' CIVIL ENGINEERS,LAND SURVEYORS,LAND PLANNERS 6-27-16 REVISED HOUSE the laws of the Slele of M/�ir'v�ylesota. ,p 7-13-16 WETLAND AND BUFFER NOTES ADDE CHECKEf' ����4� 15448 445 N.WILLOW DRIVE LONG LAKE,MN 55356 " — PHONE:952-473-4141 FAX:952-473-4435 DATE 7-47-/y MINN.LICENSE NUMBER/27$,f Mans ill5 M.00nty LW Of. 2o1(D-0015r ' Planning & Zoning Department Memo To: Finance Department From: Christine Mattson, Planning Assistant CA CC: Street File Date: June 29, 2017 G/L: 101-22205 Re: Escrow Refund Building Permit #2016-00758 pertaining to 1175 Mooney Lake Drive is complete. Please refund $2,500 to the property owner, Timothy Adelman. Mail to: Timothy Adelman 4545 Trillium Drive Medina, MN 55340 w:\street files\mooney lake drive\1175\escrow refund 2016-00758.docx V '( 'AT TIME CITY OF ORONO CALLED IN INSPECTION N T E �> SCHEDULED /- - 7 9'• 3U PERMIT NO. r /��75 COMPLETED r ADDRESS / / 7 6 /1i1 / /4. 4. OWNER / PHt,1 NO. "P/a f Lf6ia-7 dr CONTRACTOR / ,� = le; DESCRIPTION "9 / i ty� ❑ FOOTING 0 DEMO-FINAL 'A SEPTIC FINAL lc ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING O 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q FRAMING 0 MECHANICAL FINAL 0 RATED WALLS is ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ✓ ❑ DEMO-SITE 0 SEPTIC INSTALL Z• OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: -Akfite.ezizt f tfW I/6-3-A, cc ▪ 1l� A'-i- - 46 de y O. o -0 /1v mem - /2�1,1 60, -, IX0 , 2O(47a rcn ffe efeebcen=2 re,. ---- 4r- ph 4-f e la o &',cowe--he_ t1 5 417 -c _y4,-4,f e ‘100,-.5" - QIt.. Z---Lie` 4,0014,1 4 "'le .4 cone���e - 2 W Z W IX RGa•F Z.r4.55 /if /lE'Gt 0ela#. < o 4.te-. �. Q F'4rt�f 1.4,5-, opt /"fS / .SP, ac es IC .4,45e, W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE CCW CI CORRECT WORK&PROCEED CI ISSUE CERTIFICATE OF OCCUPANCY C:IO 11:1 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. LI PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR [7 CITATION ISSUED SPECTION REQUIRED.CALL TO ARRANGE ACCESS. Y/ Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector. i ti-- White Copy/inspector's File Canary Copy/Site Notice \/DATE TIME CITY OF ORONO CALLED IN `/(��'� INSPECTION OTICE, SCHEDULED PERMIT NO. l(�r. i sdv COMPLETED ADDRESS 1 1 "75 hrloc .e.1 Lo-k-e-0(.. OWNER TELEPHONE NO.10 '' I(7 2512 CONTRACTOR Cia.1 -,' <<�. L_c EDESCRIPTIONr (R)-441611 _ aJ (f-. tN 0 FOOTING 0 DEMO-FTNAL 0 SEPTIC FINAL lc ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING 11) C ElFOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL RADON SLAB El MECHANICAL RI 0 SITE INSPECTION Q MING 0 MECHANICAL FINAL 0 RATED WALLS Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL i• OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: at 4. arwns 5- Iiw r'w-. a'.r L"),:ilJDxt- A3ett( '0 crrle - - 4az n gt �O bK_ - I/1 4 w4g2 T 1 G f .,,,t— W et wolf Q W W CC LU�K SATISFACTORY:PROCEED ❑PROJECT COMPLETE 4a ❑ RECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR LI 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: 1 hs- 7(-- White Copyllnspector's File Canary Copy/Site Notice ,S • DATE TIME +' CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. �1/J� COMPLETED t7 (� /640 0 ADDRESS -1/ 7� / l(- p4 �� �ivu�e ;41/i, OWNER ' TELEPHONE NO. CONTRACTOR DESCRIPTION W 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING ci3 ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI ❑ SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL 0 DEMO-SITE 0 SEPTIC INSTALL OWNER/CONTRACTOR TO MEET YOU: YES NO v,• COMMENTS: cc CC ©ek7 Eire'��1 Z U`e_ lG 0 let o iye_ r.A I ✓r e r'' W z W cc 0 W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CCW ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY CZIO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY O BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. White Copy/Inspector's File Canary Copy/Site Notice \r---"\-. C--)c.' � DATE TIME \/ CITY OF ORONO CALLED IN _ INSPECTION NOTICE `. SCHEDULED .) . --)( PERMIT NO. -'(,'( le. CC 7.A COMPLETED ADDRESS / I —7 `_- j\,\ r f\c_.l' L k:7 DR OWNER TELEPHONE NO. C i Z, C., 3�, CONTRACTOR (_ 1. le ai(: C t(C4CI i DESCRIPTION < ) /l_ i,( 1 0 f i cT iZ E;(t 1 i W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL 5 ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z 0 RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS is ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE iq PTIC INSTALL .C.-- OWNER/CONTRACTOR TO MEET YOU: YES_NO cl COMMENTS: .--"V/`"-r/ C y c.Pc, ( /�,,,,-E-i'rc e41 tr,., c�, ci �. _ ( � . 0 Lu cc a S ��o Lti z lc— 4----- c-,c,k- (.2f-J ...7,'r 3 / --i-• a �� Gt d b i�l,e.4. - c 6 C . i,',�, i A.'y->kecW W .2"7) ❑WORK SATISFACTORY:PROCEED CIPROJECT COMPL fE WCt CICORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY CI CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 FORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. CI PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CI CITATION ISSUED 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector: 1 - L White Copyllnspector's File Canary Copy/Site Notice L/f DATE -7 TIME V CITY OF ORONO CALLED IN e%.1-7,-,?// 7 INSPECTION ISTICEAfivSCHEDULED O?4: /7 /7'/7( PERMIT NO. /fr 7-0 COMPLETED ADDRESS ,,i/ 7 / / ' C ,t4e- I OWNER A T a"EP ONE NO 2=�� �� CONTRACTOR I' W ....., A -' u Q >I: DESCRIPTION '� y� � v(, -e=4 Is tU ❑ FOOTING 0 DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ElPLUMBING FINAL ID TREE REMOVAL ❑ RADON SLAB ❑ MECHANICAL RI 0 SITE INSPECTION _ 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS 4� INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q /❑FINAL 0 WATER HOOK-UP 0 FOLLOW-UP 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP 0 FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL Z- OWNER/CONTRACTOR TO MEET YOU: YES_NO y COMMENTS: Q.. o - �'l�1,Ks/Pe J6'ses -4 sa-r� S ate' c:�L�etJ' N. CC s� �d2 CC 7/2 bc O 2 / 0✓a , 56/0","? a•tdcp- ecC'rctcc roc,OK 425 LUi _ 07 Cr,ft -.,O oaf aCl,�L ek5e h516 Ai /,' km Lucz vSte/ 4// /ec. ,r , 1; �c r,e i� fs - fo`o�i6 a res-e- -OK Gorreceer /Of A' GaorQ..-- .r Lu WORK JECT COMPLETE ❑ R ECTf WORK&PROCEED EEi�� kdir- 'y _I , .❑ SSOCC UE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FORUREIN PECTION Q/ �� TEMPORARY C.1 BEFORE COVERING a. 474 6'0I04" 47 tc.)/ PERMANENT El CORRECT UNSAFE CONDITION WITHIN HOURS. tl,e PHOTO TAKEN INSPECTOR WILL RETURN GJ/�. C14144.-171 El STOP ORDER POSTED.CALL INSPECTOR4) -710❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. GQ r c AI"' Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. / is-._/ White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION O ICE SCHEDULED = 60 PERMIT NO. IG7-C ‘S8 COMPLETED ADDRESS 1175 Froof 1().K-4 dr OWNER n TELEPHONE NO. L I��i-.-2`j 7..3r CS CONTRACTOR G I4C r J Lon cre DESCRIPTIO o9,�ij� �( ��_q o ('� t TOOTING t 0 ❑ DEMO-FINAL Vail c 0 SEPTIC FINAL ❑ POURED WALL N .j 0 PLUMBING RI 0 EXCAV/GRADING/FILLING kri 0 FOUNDATION WATER ROOF 0 PLUMBING FINAL 0 TREE REMOVAL CI ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION 4X0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 EP TIC INSTALL OWNER/CONTRACTOR TO MEET YOU: ES_NO COMMENTS: 'Aro vio�� f /iia 6 a, 7m . S,vn o cc 0 66- Go.>z� PiTPiS 4y iwa'f' wk • 9--%-/� ° - A 1/ re-rooi.r c, /- -, , CC - iv n/y a7L -Nlf 74'xe- � - 11 A>l /0a,olr �.o nno /e,,�; r-rn 6 043,7)Jr7 FS-tAi Sn.IG/ay W 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE CORRECT WORK&PROCEED CI ISSUE CERTIFICATE OF OCCUPANCY CI ❑ RRECT WORK,CALL FOR REINSPECTION TEMPORARY C.I BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN CISTOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector: �74r,� L,, White Copy/Inspector's File Canary Copy/Site Notice %f DATE TIME�� CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED /fes /7/� PERMIT NO. s-.( (jl(r C)0-7-t)0 COMPLETED ADDRESS / //?'/Z OWNER TELEPHONE NO. ��`� j�fIV CONTRACTOR DESCRIPTION $ / /C.-` ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING - ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL • ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION It 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP - ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE ❑SPTIC INSTALL S OWNER/CONTRACTOR TO MEET YOU: YES_NO y COMMENTS: cc CC Q.▪ S // 7/t ‘e7) /<cs �d CC W CC w CC W RK SATISFACTORY:PROCEED ❑PROJECT COMPLETE CCLW El CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY OO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING _ PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ElSTOP ORDER POSTED.CALL INSPECTOR 11 CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OWner!Contractor on site: Inspector. White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN /, / /9, , INSPECTION NQTICE HEDULED 9 7% �( //' w PERMIT NO..r'/( /62-�7c5°COMPLETED ADDRESS 1/ 75 Z.,c-iic_e__ ll7)r7Gam- OWNER TEL HONE NO(�43-iD -973F 73F CONTRACTOR e)A ' , / ,, ,� 1 DESCRIPTION 4-7-17<- W ❑ FOOTING 0 DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING ❑ MECHANICAL FINAL 0 RATED WALLS 1, ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ✓ ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES NO lam.) COMMENTS: cc //�'�\ L Q. Vim/ T . 74-r4Y 011 c . -� eV/04=1. - o j /G 1 r4:ehh.." �e, ,/ c, - i ,- ..ge.e, 5!L bK "eV ,50:1' rn«f W Q ye .! IQ CC W IM)RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE crW El CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY CI ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY cj BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. I White Copy/Inspector's File Canary Copy/Site Notice I— f ___ ill, TIME �/ `; CITY OF ORONO CALLED IN �� - t / INSPECTION N TINE JHEDULED '" ``! PERMIT NO. OMPLETED ADDRESS / 7–.5- 1;‘ 1� OWNER EPH NO- i g a-9‘7 g CONTRACTOR Mfg / r 6 11 >. DESCRIPTION /Gc-u, ��iC Oa, — -e( / ❑tit OOTING 0 DEMO-FINAL 0 SEPTIC FI POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q 13FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z 0 RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Is ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ✓ ❑ DEMO-SITE 0 SEPTIC INSTALL Z• OWNER/CONTRACTOR TO MEET YOU:_YES_NO y COMMEN cc Q. bill�(� re het./ IA 4 (( cc ✓ — . r •lea-✓ CC 0,0o W CC Q ` `/ ( re-r' .1 S/07G ate W Z W CC a W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE 41 W 0 RRECT WORK&PROCEED CIISSUE CERTIFICATE OF OCCUPANCY CZ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY B ECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN CISTOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: ,/ Inspector: / '7�'�-- Whit` Copy/Inspector's File Canary Copy/Site Notice tee+ V DATE TIME --CCITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED 1-07-77 0 7 .. Z PERMIT NO. 2/"i/..-cc'7' COMPLETED ADDRESS I I 7 IA/1 co L-j ` k- /TSL_, OWNER TELEPHONE Na. G'4-1 ' g$9-119i CONTRACTOR Ofd a r-/6.5 (Ii.41 DESCRIPTION / U/lda-ffCy) ( ti,, ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL / Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Vj � (O.UNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z�❑ ADON SLAB 0 MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • 0 INSULATION 0 WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL(\^V` , ❑ DEMO-SITE 0 S TIC INSTALL „U c- . Z OWNER/CONTRACTOR TO MEET YOU: YES_NO Si COMMENTS: Fc eiG>: —c -i S cctLie CC O. EC Fau d4b1.0>1 yes u/• - 10 1) &>ri i e4 -0-/c cc CC - 0 ree• Ii •/40‘k... 4 6.4 c- -OC z crd rlb - , d cc -F4.61-i on 541,e c G-5 he-LorI ael- frt W ❑WORK SATISFACTORY:PROCEED Gd�t/0 rIfS QCT COMPLETE CC 14 ORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 00 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 El CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlC or on site: Inspector. N"` /A y White Copylinspector's Flle Canary CopylSite Notice t--- l / T TIM CITY OF ORONO q INSPECTION NOTICE HEDULED -- 8--/0 PERMIT NO.c>2,47- -13COMPLETED ADDRESS //7 5 l/ (air-1 ,( ve- A T� EN OWNER '��-��� CONTRACTOR / / �2 e DESCRIPTION OV L-�' GC� ,/ `�'-,- 1 ,__, `❑ DOTING 0 DEMO-FINAL 0 SEPTIC F AL .4c POURED WALL 0 PLUMBING RI 0 EXCAV/ RADING/FILLING C ❑ OUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP ElFOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: a re ' p✓ e✓l, r cell K5 0 cc oK * ,ate' - 0 W ccQ 2 W Z IQ CC WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W 0 CORRECT WORK&PROCEED CI ISSUE CERTIFICATE OF OCCUPANCY C) 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE CCNERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR El 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:; / K"--, 7f--- White Copy/Inspector's File Canary CopylStte Notice L ( (Y± DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE ,� SCHEDULED /6- , - ) PERMIT NO. 7(�/,t' (C / COMPLETED ADDRESS 5 /2/�t o ,<- et , a/i id OWNER TELEPHONE NO. c6 eg 9/33 CONTRACTORC-7 CI)/ ),Skt, tC DESCRIPTION -)C�G / � ` 7A � ' UJ,FOOTING 0 DEMO-FINAL-4 ,/ 0 SEPTIC FINAL 5( ❑ POURED WALL 0 PLUMBING RI / �CntEl EXCAV/GRADING/FILLING O 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL C❑ TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI ❑ SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SE ER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 TIC INSTALL Z• OWNER/CONTRACTOR TO MEET YOU: YES_NO rr COMMENTS: at SG. ,4c ks - OK Q. O 7 Do -Fb . .. sd•G� - O O W CCQ DK evu✓ i W Z W cc J W @tLSARSFACTORY:PROCEED ❑ PROJECT COMPLETE CCW ❑CORRECT WORK&PROCEED CI ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY c.) BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. CI PHOTO TAKEN INSPECTOR WILL RETURN CISTOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector: / t White Copyllnspector's File Canary CopyIStte Notice V DATE TIME CITY OF ORONO �� LLED IN INSPECTION NOTICE) SCHEDULED -��? c 17 / , PERMIT NO. a c((7 COMPLETED ADDRESS 1 I T3 j" f x nor j (� _Ag OWNER TELEPHONE NO. til i 2 1 r35 12 CONTRACTOR A_A_•._ A " , Ill DESCRIPTION li ( -YY / W 0 FOOTING 0 DEMO-FINAL 0 SEPT C FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING C 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Z INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL c.714--# ' 1 ftiGen NS f CC/ OMfNEWCONTAACTOR TO MEET YOU:_�_NO 1 "0 9 4rit7 e u t ii cn COMMENTS: T1 4-� —�'Qf - 7 "/7 4-LeezrvAcg,r f km a. Ukr�6cp iw -!< a_.17 ii, /D 1`-- aC I nor'2.4%r .Gtir -' �ic✓'e�c kits_ 0 /Sbc.� �I u i t4 ® alrevie.-P c-i�/ ralf6-S6cep N. h.11b - fif►r�t.0 As db.* ct �O l4 Aovltie bear'4ch -61e 'a 4r 6),k • W Q f ci��s c_ oloor 4 e Ude rf — CP Proord-e Atvc� 4/ fru k-/( 6e.ale., i...)!6 '/44-,-,„ W C9 rkft 1 ' ePiroo/edl c/C-64x Kf Y its 4,ii 4'1— im544 G a v....;ps Oo 4 e r e47 d cc.� 14-'9_NS L. i k W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE WCORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY C 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN 0 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 OvvnerlContractor on site: Inspector. / . '74 White Copyllnspector's File Canary CopylSite Notice Jed Larson To: Roger Gehrt Subject: RE: Request for engineered strap attachment • Hi Roger, • The best way to anchor the straps at this point is to use concrete anchot screws through the straps horizontally and into the concrete. The options are: 6 each strap- 1/4" dia.Tapcon anchor screws with 1 3/4" embedment, equally spaced along the strap 5 each strap- 1/4" dia. Simpson "Titer HD Mini Screw Anchors,with 1 3/4" embedment, equally spaced along the strap 4 each strap-3/8" dia. Simpson "Titen HD Mini Screw Anchors,with 1 1/2" embedment,equally spaced along the strap 2 each strap-3/8" dia. Simpson "Titen HD Heavy Duty Screw Anchors,with 2 3/4" embedment, equally spaced along the strap All the anchors are set into predrilled holes,generally with a hole diameter 1/16" less than the anchor diameter. Let me know if you have any questions. Jared K. Larson, P.E. Structural Engineer Minnesota Reg.No. 15847 Larson Associates,Inc. 2381 Eaken Avenue NE Buffalo, MN 55313 763-682-9530 From: Roger Gehrt [mailto:RogerG@charlescudd.com] Sent: Friday,June 26,2015 2:35 PM To:larson.jed@gmail.com Cc: Dan Nunn; Bruce Sether Subject: Request for engineered strap attachment Good afternoon Jed, At the Wagener job,we have a situation at the garage jamb strapping similar to the Lang job which you designed a fix to. I have packaged photo's from Dan Nunn the Project Foreman and a portion of the working drawings which I believed you would require as well,into a single pdf document. Page#7 is the main floor plan where I have bubbled the area where the straps are unattached to the foundation. Could you design an acceptable attachment method of the straps to the foundation? I can send the entire plan set if you desire, but its 18mb and I didn't want to bind up either of our email servers if I could help it. Thank you, 1 • METRO WEST INSPECTION SERVICES, INC. Lgie J Loren Kohnen, Pres. (763) 479-1720 FAX (763) 479-3090 Mtrowst7 6@aol.corn Ciov siAi9d I� MEMORANDUM DATE: May 1, 2015 TO: Melanie Curtis, Planner FROM: Loren Kohnen, Metro West Inspections RE: Mooney Lake Preserve Proposed 11 Lot Subdivision I have reviewed the Plat and all the lots septic locations and septic types. At this point, all lots have 2 septic sites and all septic sites meet the setbacks from lot lines, wetlands and lake. Each lot will have to have a revised septic design, when application for a building permit is being requested. Thank you, Loren Kohnen 41104, uiPid p0 � o.J ,,,, cP4166 RECEIVED MAY 04 ?.015 CITY OF ORONO Box 248, Loretto, Minnesota 55357 Joseph Olson D.B.A. Rusty Olson's--Soil and Percolation Testing Joseph J. Olson--MPCA License #810 11481 Riverview Rd. NE, Hanover, MN 55341 (763) 498-8779 fax (763) 498-8290 April 22,2015 Mooney Lake Preserve Proposed lot 1,Block 2 W( h(,6 txr S� 8 Lc I J\ 300 Sixth Ave.N. Orono,Hennepin County This on-site Sewage Treatment System is partially designed for a Type 1,five-bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. Once the house size, location and septic primary and future sites are chosen this design can be completed. The periodically saturated soils were located at 24-30 Inches(mottled soil).Due to the periodically saturated soils,a pressurized mound system will need to be installed to treat the septic effluent.The bottom of the treatment area must be located at least 3' above the saturated soils. The soils at a depth of 12"have a percolation rate averaging 11 MPI. A pumping chamber will need to be installed to lift the effluent to the treatment area.The power supply and switches must be located outside the manhole and pumping chamber in a weatherproof enclosure.A warning device must be installed with a light and sound device;this is in case of a pump failure. Use 7/32 inch perforations on the laterals. Keep all heavy equipment off of the proposed treatment areas before and after construction.The treatment area must be fenced off before construction begins.This Design is not valid&the System will need to be relocated if failure to protect the areas proposed for the On-Site Sewage Treatment systems occurs. Nothing other than gray water,(laundry,showers,act.)human water&toilet tissue should be disposed of into the septic tanks. Garbage disposals are not recommended.Additives must not be used;they may cause harmful damage to your septic system.It is recommended that you pump the septic tank s every two years. Sincerely, Joseph J. Olson RECEIVED APR 222015 CITY OF ORONO ,- V\ U1 /' IOV. ..' ) / / Illr / / / G-_ 01 / \\ 7 G-14 / _ SU G-1 SU -1 1 esu°�' _ —T S .:r 26 -6 `t .' i -. 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ND 24 _�_-- /! S G: SU -7�\OAK —S��G�Z \OA 20 14 . / SN Q�K.26 `il su K-18 0."• _ta% SUG 4 U , ——— AK�tB \ f g su s /`1 �-_ --�--5\ IND..*\ AK 22 s18 —SG1? v1G TBS _� `12N S -2 OK-24,-----SSG-- — 'Si -♦ \:TIT-4.4B --. AK-18�- OSTP Design Summary Worksheet UNIVERSITY Minnesota Pollution OF MINNESOTA . Control Agency v�N"'",- Control Owner/Client: Lot 1, Blk 2 Site A Project ID: v 06.12.13 Site Address: That part of 300 6th Ave. N.,Orono, Hennepin County Date: 4/20/15 1. DESIGN FLOW AND TANKS A. Design Flow: 750 Gallons Per Day(GPD) Note: The estimated design flow is considered a peak flow rate including a safety factor.For long term performance, the average B. Septic Tanks: daily flow is recommended to be<60%of this value. Minimum Code Required Septic Tank Capacity: 2250 Gallons,in 2 Tanks or Compartments Recommended Septic Tank Capacity: 2250 Gallons,in 2 Tanks or Compartments Effluent Screen: Alarm: No C. Holding Tanks Only: Minimum Code Required Capacity: Gallons,in Tanks Designer Recommended Capacity: Gallons,in Tanks Type of High Level Alarm: D. Pump Tank 1 Capacity(Code Minimum): Gallons Pump Tank 2 Capacity(Code Minimum): Gallons Pump Tank 1 Capacity(Designer Rec): Gallons Pump Tank 2 Capacity(Designer Rec): Gallons Pump 1 GPM Total Head ft Pump 2 GPM Total Head ft Supply Pipe Dia. in Dose Volume: gal Supply Pipe Dia. in Dose Volume: gal 2. SYSTEM TYPE Type of Soil Treatment and Dispersal Area* r I ype of Disuiouuon' Trench Q Bed QQ Mound I Gravity Distribution Pressure Distritx�tlon-Level 0 Pressure Distrixition-Unlevel o Drip Q Holding Tank 0 At-Grade *Selection Required Benchmark Elevation: sea level ft Benchmark Location: topography map System Type Type of Distribution Media: 111 Type I n Type II ❑Type III E Type IV ❑Type V Drainfield Rock Registered Treatment Media: 3. SITE EVALUATION: A. Depth to Limiting Layer: 26 in 2.2 ft B. Measured Land Slope%: 6.0 % C. Elevation of Limiting Layer: D. Soil Texture: Clay Loam E. Loc.of Restricive Elevation: F. Soil Hyd. Loading Rate: 0.45 GPD/ft2 G. Minimum Required Separation: 36 in 3.0 ft H. Perc Rate: MPI I. Code Maximum Depth of System: Mound in Comments: 4. DESIGN SUMMARY Trench Design Summary Dispersal Area ft2 Sidewall Depth in Trench Width in Total Lineal Feet ft Number of Trenches Code Maximum Trench Depth in Contour Loading Rate ft Designer's Max Trench Depth in Bed Design Summary Absorption Area ft2 Media Below Pipe in Code Maximum Bed Depth in Bed Width ft Bed Length ft Designer's Max Bed Depth in OSTP Design Summary Worksheet UNIVERSITY Minnesota Pollution OF MINNESOTA Control Agency �.,� Mound Design Summary Absorption Area 625.0 ft2 Bed Length 63.0 ft Bed Width 10.0 ft Absorption Width 12.0 ft Clean Sand Lift 1.0 ft Berm Width (0-1%) ft Upslope Berm Width 11.6 ft Downslope Berm Width 20.0 ft Endslope Berm Width 10.8 ft Total System Length 84.6 ft Total System Width 41.6 ft Contour Loading Rate 12.0 gal/ft At-Grade Design Summary Absorption Bed Width ft Absorption Bed Length ft System Height ft Contour Loading Rate gal/ft Upslope Berm Width ft Downslope Berm Width ft Endslope Berm Width ft System Length ft System Width ft Level Et Equal Pressure Distribution Summary No. of Perforated Laterals 0 Perforation Spacing 0 ft Perforation Diameter 0 in Lateral Diameter 0.00 in Min. Delivered Volume 0 gal Maximum Delivered Volume 188 gal Non-Level and Unequal Pressure Distribution Summary Elevation Pipe Volume Pipe Length Perforation Size (ft) Pipe Size(in) (gal/ft) (ft) (in) Spacing(ft) Spacing(in) Lateral 1 Minimum Delivered Volume Lateral 2 gal Lateral 3 Lateral 4 Maximum Delivered Volume Lateral 5 gal Lateral 6 5. Additional Info for Type IV/Pretreatment Design A. Calculate the organic loading using option 1 or 2 1. Organic Loading =Pounds of BOD X Units lbs/day X = lbs BOD/day 2. Organic Loading to Pretreatment Unit =Design Flow X Estimated BOD in mg/L in the effluent X 8.35:1,000,000 gpd X mg/L X 8.35=1,000,000= lbs BOD/day B. Type of Pretreatment Unit Being Installed: C. Calculate Soil Treatment System Organic Loading: lbs. BOD/day=Bottom Area =lbs/day/ft2 lbs/day: ft2= lbs/day/ft2 Comments/Special Design Considerations: I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. Joseph J Olson 810 04/20/15 (Designer) (Signature) (License#) (Date) OSTP Mound Design UNIVERSITY Minnesota Pollution Worksheet > 1 % Slope OF MINNESOTA .4"QNZ- Control Agency 1. SYSTEM SIZING: Project ID: v 06.12.13 A. Design Flow: 750 GPD TABLE IXa B. Soil Loading Rate: 0.45 GPD/ft2 LOADING RATES FOR DETERMINING BOTTOM ABSORPTION AREA AND ABSORPTION RATIOS USING PERCOLATION TESTS Treatment Level C Treatment Level A,A-2,B, C. Depth to Limiting Condition: 2.2 ft Percolation Rate Absorption Absorption (tel) nd Absorption Absorption Area Loading u Area Loading u D. Percent Land Slope: 6.0 Rate P Rate P (gWd/ft=) Ratio (8pd/ft=) Ratio E. Design Media Loading Rate: 1.2 GPD/ft2 X0.1 - 1 - 1 F. Mound Absorption Ratio: 2.60 0.1 to 5 1.2 1 1.6 1 0.1 to 5(fine sand 0.6 2 1 1 6 Table I and loamy fine sand) MOUND CONTOUR LOADING RATES: s to 15 0.78 1.5 1 1.6 Measured • Texture-derived Contour 16 to 30 0.6 2 0.78 2 Parc Rate OR mound absorption ratio Loading 31 to 45 0.5 2.4 0.78 2 Rate: 46 to 60 0.45 2.6 0.6 2.6 t 60mpi 1.0, 1.3. 2.0, 2.4. 2.6 - -12 61 to 120 5 0.3 5.3 ^..�� >120 - - - 61-120mpi OR 5.0 <_12 *Systems with these values are not Type I systems. 170 mai' s.o' _6• Contour Loading Rate (linear loading rate) is a recommended value. 2. DISPERSAL MEDIA SIZING A. Calculate Dispersal Bed Area: Design Flow : Design Media Loading Rate = ft2 750 GPD : 1.2 GPD/ft2 = 625 ft2 If a larger dispersal media area is desired, enter size: 630 ft2 B. Enter Dispersal Bed Width: 10.0 ft Can not exceed 10 feet C. Calculate Contour Loading Rate: Bed Width X Design Media Loading Rate 10 ft2 X 1.2 GPD/ft2 = 12.0 gal/ft Can not exceed Table 1 D. Calculate Minimum Dispersal Bed Length: Dispersal Bed Area : Bed Width = Bed Length 630 ft2 : 10.0 ft = 63.0 ft 3. ABSORPTION AREA SIZING A. Calculate Absorption Width: Bed Width X Mound Absorption Ratio =Absorption Width 10.0 ft X 2.6 = 26.0 ft B. For slopes >1%, the Absorption Width is measured downhill from the upslope edge of the Bed. Calculate Downslope Absorption Width: Absorption Width - Bed Width 26.0 ft - 10.0 ft = 16.0 ft 4. DISTRIBUTION MEDIA: ROCK A. Media Volume: Media Depth X Length X Width 1.00 ft X 63.0 ft X 10.0 ft= 630 ft3 = 27 = 23 yd3 ' 5. DISTRIBUTION MEDIA: REGISTERED TREATMENT PRODUCTS: CHAMBERS AND EZFLOW A. Enter Dispersal Media: B. Enter the Component Length: ft Enter the Component Width: ft C. Number of Components per Row= Bed Length divided by Component Length (Round up) ft : ft = components/row D. Actual Bed Length = Number of Components/row X Component Length: components X ft = ft E. Number of Rows= Bed Width divided by Component Width (Round up) ft = ft = rows Adjust width so this is an whole number. F. Total Number of Components= Number of Components per Row X Number of Rows X = components 6. MOUND SIZING A. Calculate Minimum Clean Sand Lift: 3 feet minus Depth to Limiting Condition = Clean Sand Lift 3.0 ft - 2.2 ft = 1.0 ft Design Sand Lift (optional): ft B. Calculate Upslope Height: Clean Sand Lift + media depth + cover(1 ft.) = Upslope Height 1.0 ft + 1.0 ft + 1.0 ft = 3.0 ft C. Select Upslope Berm Multiplier(based on land slope): 3.85 Land Slope% 0 1 2 3 4 5 6 7 8 9 10 11 12 Upslope Berm 3:1 3.00 2.91 2.83 2.75 2.68 2.61 2.54 2.48 2.42 2.36 2.31 2.26 2.21 Ratio 4:1 4.00 3.85 3.70 3.57 3.45 3.33 3.23 3.12 3.03 2.94 2.86 2.78 2.70 D. Calculate Upslope Berm Width: Multiplier X Upslope Mound Height = Upslope Berm Width 3.85 ft X 3.0 ft = 11.6 ft E. Calculate Drop in Elevation Under Bed: Bed Width X Land Slope : 100 = Drop (ft) 10.0 ft X 6.0 % : 100 = 0.60 ft F. Calculate Downslope Mound Height: Upslope Height + Drop in Elevation = Downslope Height 3.0 ft + 0.60 ft = 3.6 ft G. Select Downslope Berm Multiplier (based on land slope): 5.26 Land Slope% 0 1 2 3 4 5 6 7 8 9 10 11 12 Downslope 3:1, 3.00 3.09 3.19 3.30 3.41 3.53 3.66 3.80 3.95 4.11 4.29 4.48 4.69 Berm Ratio 4:1 4.00 4.17 4.35 4.54 4.76 5.00 5.26 5.56 5.88 6.25 6.67 7.14 7.69 H. Calculate Downslope Berm Width: Multiplier X Downslope Height = Downslope Berm Width 5.26 x 3.6 ft = 18.9 ft I. Calculate Minimum Berm to Cover Absorption Area: Downslope Absorption Width + 4 feet 16.0 ft + 4 ft = 20.0 ft J. Design Downslope Berm =greater of 4H and 41: 20.0 ft K. Select Endslope Berm Multiplier: 3.00 (usually 3.0 or 4.0) L. Calculate Endslope Berm X Downslope Mound Height = Endslope Berm Width 3.00 ft X 3.6 ft = 10.8 ft M. Calculate Mound Width: Upslope Berm Width + Bed Width + Downslope Berm Width 11.6 ft + 10.0 ft + 20.0 ft = 41.6 ft N. Calculate Mound Length: Endslope Berm Width + Bed Length + Endslope Berm Width 10.8 ft + 63.0 ft + 10.8 ft = 84.6 ft • 7. . MOUND DIMENSIONS r ..,__ , ____ ---- ' ,. , Upslope (4.D) 11.6 �Endstope (4.L)` Dispersal Bed: (LB x 2.C) Iv �Endstope (4.L)� cO 10'8 10.0 X 63.0 10.8; _ co i V C n o20 0 Downslope (4.J) I0 -" .-) Total Mound Length (4.N) 84.6 / 4" inspection pipe ` 18" cover on top 20.0 Upslope berm (4.D) } Downslope berm (4.J) 11.6 12" cover on sides N .: _ (6" topsoil) Clean sand lift (4.A) 1.0 _ Depth to Limiting i1.C1 2.2 Unlitin° Condition - --__- ____ _-__-__----- - - Absorption Width (3.A) - ---_- / Note: 26.0 For 0 to 1% slopes, Absorption Width is measured from the Bedequally in both directions. For slopes >1%, Absorption Width is measured downhill from the upslope edge of the Bed. Comments: OSTP Mound Materials Worksheet UNIVERSITY - ' Minnesota Pollution OF MINNESOTA Control Agency •NN--_-,- Project ID: v 06.12.13 A. Calculate Bed (rock)Volume:Bed Length (2.C)X Bed Width (2.B)X Depth =Volume (ft3) 63.0 ft X 10.0 ft X 1.0 = 630.0 ft3 Divide ft3 by 27 ft3/yd3 to calculate cubic yards: 630.0 ft3 s 27 = 23.3 yd3 Add 20%for constructability: 23.3 yd3 X 1.2 = 28.0 yd3 B. Calculate Clean Sand Volume: Volume Under Rock bed:Average Sand Depth x Media Width x Media Length =cubic feet 1.3 ft X 10.0 ft X 63.0 ft = 819.0 ft3 For a Mound on a slope from 0-1% Volume from Length=((Upslope Mound Height-1)X Absorption Width Beyond Bed X Media Bed Length) ft -1) X X ft = Volume from Width=((Upslope Mound Height-1)X Absorption Width Beyond Bed X Media Bed Width) ft -1) X X ft = Total Clean Sand Volume: Volume from Length+Volume from Width+Volume Under Media ft3 + ft3 + ft3 = ft3 For a Mound on a slope greater than 1% Upslope Volume:((Upslope Mound Height - 1)x 3 x Bed Length)+2=cubic feet (( 3.0 ft -1) X 3.0 ft X 63.0 )+2= 189.0 ft3 Downslope Volume:((Downslope Height- 1)x Downslope Absorption Width x Media Length)+2=cubic feet (( 3.6 ft-1) X 16.0 ft X 63.0 )+2= 1310.4 ft3 Endslope Volume:(Downslope Mound Height- 1)x 3 x Media Width =cubic feet ( 3.6 ft-1 ) X 3.0 ft X 10.0 ft = 78.0 ft3 Total Clean Sand Volume:Upslope Volume +Downslope Volume +Endslope Volume +Volume Under Media 189.0 ft3 + 1310.4 ft3 + 78.0 ft3 + 819.0 ft3= 2396.4 ft3 Divide ft3 by 27 ft3/yd3 to calculate cubic yards: 2396.4 ft3 : 27 = 88.8 yd3 Add 20%for constructability: 88.8 yd3 X 1.2 = 106.5 yd3 C. Calculate Sandy Berm Volume: Total Berm Volume(approx):((Avg.Mound Height-0.5 ft topsoil)x Mound Width x Mound Length)+2=cubic feet ( 3.3 - 0.5 )ft X 41.6 ft X 84.6 )+2= 4921.2 ft3 Total Mound Volume-Clean Sand volume-Rock Volume=cubic feet 4921.2 ft3 - 2396.4 ft3 - 630.0 ft3 = 1894.8 ft3 Divide ft3 by 27 ft3/yd3 to calculate cubic yards: 1894.8 ft3 s 27 = 70.2 yd3 Add 20%for constructability: 70.2 yd3 x 1.2 = 84.2 yd3 D.Calculate Topsoil Material Volume: Total Mound Width X Total Mound Length X.5 ft 41.6 ft X 84.6 ft X 0.5 ft = 1757.6 ft3 Divide ft3 by 27 ft3/yd3 to calculate cubic yards: 1757.6 ft3 27 = 65.1 yd3 Add 20%for constructability: 65.1 yd3 x 1.2 = 78.1 yd3 • UNIVERSITY rr ,- -Minnesota Pollution OSTP Design Summary Worksheet „#?4 OF MINNESOTA Control Agency r' ,5.. Property Owner/Client: Lot 1, Blk 2 Site B Project ID: v 06.12.13 Site Address: That part of 300 6th Ave. N.,Orono, Hennepin County Date: 4/20/15 1. DESIGN FLOW AND TANKS A. Design Flow: 750 Gallons Per Day(GPD) Note: The estimated design flow is considered a peak flow rate including a safety factor.For long term performance, the average B. Septic Tanks: daily flow is recommended to be<60%of this value. Minimum Code Required Septic Tank Capacity: 2250 Gallons,in 2 Tanks or Compartments Recommended Septic Tank Capacity: 2250 Gallons,in 2 Tanks or Compartments Effluent Screen: Alarm: No C. Holding Tanks Only: Minimum Code Required Capacity: Gallons,in Tanks Designer Recommended Capacity: Gallons,in Tanks Type of High Level Alarm: D. Pump Tank 1 Capacity(Code Minimum): Gallons Pump Tank 2 Capacity(Code Minimum): Gallons Pump Tank 1 Capacity(Designer Rec): Gallons Pump Tank 2 Capacity(Designer Rec): Gallons Pump 1 GPM Total Head ft Pump 2 GPM Total Head ft Supply Pipe Dia. in Dose Volume: gal Supply Pipe Dia. in Dose Volume: gat 2. SYSTEM TYPE Type of Soil Treatment and Dispersal Area* r 1 ype of Dismftoon Q Trench 0 Bed 0 Mound I 0 Gravity Distribution 0 Pressure DistrIbutIon-Level 0 Pressure Dtstrbution-Hnlevel o Drip 0 Holding Tank 0 At-Grade *Selection Required Benchmark Elevation: sea level ft Benchmark Location: topography map System Type Type of Distribution Media: 0 Type I ❑Type II 0 Type III El Type IV 0 Type V Q Drainfield Rock El Registered Treatment Media: 3. SITE EVALUATION: A. Depth to Limiting Layer: 26 in 2.2 ft B. Measured Land Slope%: 2.0 % C. Elevation of Limiting Layer: D. Soil Texture: Clay Loam E. Loc.of Restricive Elevation: F. Soil Hyd. Loading Rate: 0.45 GPD/ft2 G. Minimum Required Separation: 36 in 3.0 ft H. Perc Rate: MPI I. Code Maximum Depth of System: Mound in Comments: 4. DESIGN SUMMARY Trench Design Summary Dispersal Area ft2 Sidewall Depth in Trench Width in Total Lineal Feet ft Number of Trenches Code Maximum Trench Depth in Contour Loading Rate ft Designer's Max Trench Depth in Bed Design Summary Absorption Area ft2 Media Below Pipe in Code Maximum Bed Depth in Bed Width ft Bed Length ft Designer's Max Bed Depth in OSTP Design Summary Worksheet UNIVERSITY Minnesota Pollution OF MINNESOTA Control Agency L1 " Mound Design Summary Absorption Area 625.0 ft2 Bed Length 63.0 ft Bed Width 10.0 ft Absorption Width 12.0 ft Clean Sand Lift 1.0 ft Berm Width (0-1%) ft Upslope Berm Width 11.1 ft Downslope Berm Width 20.0 ft Endslope Berm Width 9.6 ft Total System Length 82.2 ft Total System Width 41.1 ft Contour Loading Rate 12.0 gal/ft At-Grade Design Summary Absorption Bed Width ft Absorption Bed Length ft System Height ft Contour Loading Rate gal/ft Upslope Berm Width ft Downslope Berm Width ft Endslope Berm Width ft System Length ft System Width ft Level it Equal Pressure Distribution Summary No.of Perforated Laterals 0 Perforation Spacing 0 ft Perforation Diameter 0 in Lateral Diameter 0.00 in Min. Delivered Volume 0 gal Maximum Delivered Volume 188 gal Non-Level and Unequal Pressure Distribution Summary Elevation Pipe Volume Pipe Length Perforation Size (ft) Pipe Size(in) (gal/ft) (ft) (in) Spacing(ft) Spacing(in) Lateral 1 Minimum Delivered Volume Lateral 2 gal Lateral 3 Lateral 4 Maximum Delivered Volume Lateral 5 gal Lateral 6 5. Additional Info for Type IV/Pretreatment Design A. Calculate the organic loading using option t or 2 1. Organic Loading =Pounds of BOD X Units lbs/day X = lbs BOD/day 2. Organic Loading to Pretreatment Unit =Design Flow X Estimated BOD in mg/L in the effluent X 8.35 s 1,000,000 gpd X mg/L X 8.35 a 1,000,000= lbs BOD/day B. Type of Pretreatment Unit Being Installed: C. Calculate Soil Treatment System Organic Loading: lbs. BOD/day s Bottom Area =lbs/day/ft2 lbs/day= ft2= lbs/day/ft2 Comments/Special Design Considerations: I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. Joseph J Olson 810 04/20/15 (Designer) (Signature) (License#) (Date) OSTP Mound Design UNIVERSITY Minnesota Pollution Worksheet > 1 % Slope OF MINNESOTA w Control Agency 1. SYSTEM SIZING: Project ID: v 06.12.13 A. Design Flow: 750 GPD TABLE IXa B. Soil Loading Rate: 0.45 GPD/ft2 LOADING RATES FOR DETERMINING BOTTOM ABSORPTION AREA AND ABSORPTION RATIOS USING PERCOLATION TESTS Treatment Level C Treatment Level A,A-2,B, C. Depth to Limiting Condition: 2.2 ft Percolation Rate Absorption Absorption Area Loading Wound Area Loading Mound D. Percent Land Slope: 2.0 % (""P') Rate Absorption Rate Absorption (�fti) Ratio (�ftr) Ratio E. Design Media Loading Rate: 1.2 GPD/ft2 X01 - I - 1 F. Mound Absorption Ratio: 2.60 0.1 to 5 1.2 1 1.6 1 0 1 to 5(fine sand 0.6 2 1 1.6 Table I and loamy fine sand) MOUND CONTOUR LOADING RATES: s to 15 0.78 1.5 1 1.6 Contour 16 to 30 0.6 2 0.78 2 Measured ` Texture-derived Parc Rata OR mound absorption ratio Loading 31 to 45 0.5 2.4 0.7e 2 Rate: 46 to 60 0.45 2.6 0.6 2.6 1.60mpi 1.0, 1.3. 2.0. 2.4. 2.6 . ::12 61 to 120 5 0.3 5.3 .�� >120 - 61-120 mpi OR 5.0 ::12 *Systems with these values are not Type I systems. 120 mpi' S.0' _6• Contour Loading Rate (linear loading rate) is a recommended value. 2. DISPERSAL MEDIA SIZING A. Calculate Dispersal Bed Area: Design Flow = Design Media Loading Rate =ft2 750 GPD : 1.2 GPD/ft2 = 625 ft2 If a larger dispersal media area is desired, enter size: 630 ft2 B. Enter Dispersal Bed Width: 10.0 ft Can not exceed 10 feet C. Calculate Contour Loading Rate: Bed Width X Design Media Loading Rate 10 ft2 X 1.2 GPD/ft2 = 12.0 gal/ft Can not exceed Table 1 D. Calculate Minimum Dispersal Bed Length: Dispersal Bed Area : Bed Width = Bed Length 630 ft2 : 10.0 ft = 63.0 ft 3. ABSORPTION AREA SIZING A. Calculate Absorption Width: Bed Width X Mound Absorption Ratio =Absorption Width 10.0 ft X 2.6 = 26.0 ft B. For slopes >1%, the Absorption Width is measured downhill from the upslope edge of the Bed. Calculate Downslope Absorption Width: Absorption Width - Bed Width 26.0 ft - 10.0 ft = 16.0 ft 4. DISTRIBUTION MEDIA: ROCK A. Media Volume: Media Depth X Length X Width 1.00 ft X 63.0 ft X 10.0 ft = 630 ft3 = 27 = 23 yd3 • 7. , MOUND DIMENSIONS (....._ ____ \ \ _____ Upslope (4.D) 11.1 �Endstope (4.L)�, • Dispersal Bed: (2.6 x 2.C) o �Endslope (4.L)/ ca = v X9.6 10.0 X 63.0 Ln 9.6 C , \ cv U c t 0 200 a Downslope (4.J) \cp \ Total Mound Length (4.N) 82.2 / 4" inspection pipe 18" cover on top 20.0 Upsiope berm (4.D) f Downslope berm (4.J) Jr 11.1 NM' 12" cover on sides (6" topsoil) Clean sand lift (4.A) 1.0 Depth to Limiting i1.C1 2.2 Limiting Condition -- - ---- ------ -_--..------------ Absorption Width (3.A) - - --- - -_. Note: 26.0 For 0 to 1% slopes, Absorption Width is measured from the Bedequally in both directions. For slopes >1%, Absorption Width is measured downhill from the upstope edge of the Bed. Comments: OSTP Mound Materials Worksheet UNIVERSITY _ (4 Minnesota Pollution OF MINNESOTA - -4 Control Agency Project ID: v 06.12.13 A. Calculate Bed (rock)Volume:Bed Length (2.C)X Bed Width (2-B)X Depth =Volume (ft3) 63.0 ft X 10.0 ft X 1.0 = 630.0 ft3 Divide ft3 by 27 ft3/yd3 to calculate cubic yards: 630.0 ft3 f 27 = 23.3 yd3 Add 20%for constructability: 23.3 yd3 X 1.2 = 28.0 yd3 B. Calculate Clean Sand Volume: Volume Under Rock bed:Average Sand Depth x Media Width x Media Length =cubic feet 1.1 ft X 10.0 ft X 63.0 ft = 693.0 ft3 For a Mound on a slope from 0-1% Volume from Length=((Upslope Mound Height-1)X Absorption Width Beyond Bed X Media Bed Length) ft -1) X X ft = Volume from Width=((Upslope Mound Height-1)X Absorption Width Beyond Bed X Media Bed Width) ft - 1) X X ft = Total Clean Sand Volume:Volume from Length+Volume from Width+Volume Under Media ft3 + ft3 + ft3 = ft3 For a Mound on a slope greater than 1% Upslope Volume:((Upslope Mound Height - 1)x 3 x Bed Length)+2=cubic feet (( 3.0 ft -1) X 3.0 ft X 63.0 )-2= 189.0 ft3 Downslope Volume:((Downslope Height- 1) x Downslope Absorption Width x Media Length)+2=cubic feet (( 3.2 ft-1) X 16.0 ft X 63.0 )+2= 1108.8 ft3 Endslope Volume:(Downslope Mound Height- 1) x 3 x Media Width =cubic feet ( 3.2 ft-1 ) X 3.0 ft X 10.0 ft = 66.0 ft3 Total Clean Sand Volume:Upslope Volume +Downslope Volume +Endslope Volume +Volume Under Media 189.0 ft3 + 1108.8 ft3 + 66.0 ft3 + 693.0 ft3= 2056.8 ft3 Divide ft3 by 27 ft3/yd3 to calculate cubic yards: 2056.8 ft3 : 27 = 76.2 yd3 Add 20%for constructability: 76.2 yd3 X 1.2 = 91.4 yd3 C. Calculate Sandy Berm Volume: Total Berm Volume(approx): ((Avg.Mound Height-0.5 ft topsoil)x Mound Width x Mound Length)+2=cubic feet ( 3.1 - 0.5 )ft X 41.1 ft X 82.2 )+2= 4391.9 ft3 Total Mound Volume-Clean Sand volume-Rock Volume=cubic feet 4391.9 ft3 - 2056.8 ft3 - 630.0 ft3 = 1705.13 ft Divide ft3 by 27 ft3/yd3 to calculate cubic yards: 1705.1 ft3 + 27 = 63.2 yd3 Add 20%for constructability: 63.2 yd3 x 1.2 = 75.8 yd3 D. Calculate Topsoil Material Volume: Total Mound Width X Total Mound Length X.5 ft 41.1 ft X 82.2 ft X 0.5 ft = 1689.2 ft3 Divide ft3 by 27 ft3/yd3 to calculate cubic yards: 1689.2 ft3 + 27 = 62.6 yd3 Add 20%for constructability: 62.6 yd3 x 1.2 = 75.1 yd3 Soil Observation Log www.SepticResource.com vers 12.4 Owner Information Property Owner/project: Mooney Lake Preserve Date 4/10/2015 Property Address/PID: Lot 1, Blk 2 Soil Survey Information ❑ refer to attached soil survey Parent matl's: ill Till ❑ Outwash ❑ Lacustrine ❑ Alluvium ❑ Organic ❑ Bedrock landscape position: ❑ Summit ❑ Shoulder El Side slope ❑ Toe slope soil survey map units: L37B slope 2-6 % direction-Lineal Soil Log#1 E Boring ❑ Pit Elevation 1045.4 Depth to SHWT 24" Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-4 Topsoil <35 10yr3/2 Loose Loose Single grain 4-8 Loam <35 10yr4/3 Firm Strong Blocky 8-24 Clay Loam <35 10yr5/4 Firm Strong Blocky 24-30 Clay Loam <35 10yr5/4 10y4/8,1-6/10y Firm Strong Prismatic <35 loose loose single grain 35 -50 friable weak granular blocky >50 f moderate prismatic platy rigid strong massive Comments: Lot 1, Blk 2 Soil Log#2 0 Boring LI Pit Elevation 1045 Depth to SHWT 28" Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-6 Topsoil <35 10yr3/2 Loose Loose Single grain 6-10 Loam <35 10yr4/4 Firm Strong Blocky 10-18 Loam <35 10yr4/4 Firm Strong Blocky 18-28 Clay Loam <35 10yr5/4 Firm Strong Prismatic 28-36 Clay Loam <35 10yr5/4 10y4/8,1-6/10y Firm Strong Prismatic Lot 1, Blk 2 Soil Log#3 Boring ❑ Pit Elevation 1043.6 Depth to SHWT 26" Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-4 Topsoil <35 10yr3/2 Loose Loose Single grain 4-14 Loam <35 10yr4/3 Firm Strong Blocky 14-28 Clay Loam <35 10yr5/4 Firm Strong Blocky 28-32 Clay Loam <35 10yr5/4 10y4/8,1-6/10y Firm Strong Prismatic <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive I hereby certify this work was completed in accordance with MN 7080 and any local req's. Rusty Olson's Soil & Perc 810 Designer Signature Company License# Lot 1, Blk 2 Soil Log#4 _ Q Boring ❑ Pit Elevation 1043.6 Depth to SHWT Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-6 Topsoil <35 10yr3/2 Loose Loose Single grain 6-16 Loam <35 10yr4/4 Firm Strong Blocky 16-30 Clay Loam <35 10yr5/4 Firm Strong Blocky <35 loose loose single grain 35 -50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35 -50 friable weak granular blocky firm m moderate prismatic platy rigid strong massive Lot 1, Blk 2 Soil Log#5 0 Boring ❑ Pit Elevation 1045.5 Depth to SHWT 28" Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-4 Topsoil <35 10yr3/2 Loose Loose Single grain 4-10 Loam <35 10yr4/3 Firm Strong Blocky 10-28 Clay Loam <35 10yr5/4 Firm Strong Blocky 28-36 Clay Loam <35 10yr5/4 10y4/8,1-6/l0y Firm Strong Prismatic <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive I hereby certi&this work was completed in accordance with MN 7080 and any local req's. Rusty Olson's Soil testing 810 Designer afore Company License# Soil Observation Log www.SepticResource.com vers 12.4 Owner Information Property Owner/project: Mooney Lake Preserve Date 4/10/2015 Property Address/PID: Lot 1 Blk 2 Soil Survey Information ❑ refer to attached soil survey Parent matl's: 0 Till ❑ Outwash ❑ Lacustrine ❑ Alluvium ❑ Organic ❑ Bedrock landscape position: ❑ Summit ❑ Shoulder Q Side slope ❑ Toe slope soil survey map units: L37B slope 2-6 % direction-Lineal Soil Log#6 El Boring ❑ Pit Elevation 1045 Depth to SHWT 24" Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-4 Topsoil <35 10yr3/2 Loose Loose Single grain 4-8 Loam <35 10yr4/3 Firm Strong Blocky 8-24 Clay Loam <35 10yr5/4 Firm Strong Blocky 24-30 Clay Loam <35 10yr5/4 10y4/8,1-6/10y Firm Strong Prismatic <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive Comments: • Lot 1 Blk 2 Soil Log# 7 2 Boring 0 Pit Elevation 1042.8 Depth to SHWT 26" Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-8 Topsoil <35 10yr3/2 Loose Loose Single grain 8-18 Loam <35 10yr4/4 Firm Strong Blocky 18-26 Loam <35 10yr4/4 Firm Strong Blocky 26-30 Clay Loam <35 10yr5/4 10y4/8,1-6/10y Firm Strong Prismatic <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive 0 Boring 2 Pit • I hereby certfb,this work was completed in accordance with MN 7080 and any local req's. Rusty Olson's Soil &Perc 810 Designer Si �e Company License# Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 9:15 A.M. On 4/11/15 Location: lot 1, BIk 2 Hole number: 1 Date hole was prepared: 4/10/15 Depth of hole bottom_12" inches, Diameter of hole_6"_ inches. Soil data from test hole: Depth, inches Soil texture 0-4" Dark Brown Loam 10yr3/2 4"-8" Brown loam 10yr4/3 8"-12" Brown clay loam 10yr5/4 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 4/10/15 depth of initial water filling 12 inches above the hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches Time Time Depth Drop in H2O Perc Rate 9:30 10:00 6" 2.8 10.7 10:07 10:37 6" 2.7 11.1 10:38 11:08 6" 2.6 11.5 I AVERAGE PERC. RATE 11.1 MPI Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 9:15 A.M. On 4/11/15 Location: lot 1, Blk 2 Hole number: 2 Date hole was prepared: 4/10/15 Depth of hole bottom_12" inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil texture 0-6" Dark Brown Loam 10yr3/2 6"-10" Brown loam 10yr4/3 10"-12" Brown clay loam 10yr5/4 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 4/10/15 depth of initial water filling 12 inches above the hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches I Time Time Depth Drop in H2O Perc Rate 9:31 10:01 6" 3.6 8.3 10:06 10:36 6" 3.5 8.5 10:39 11:09 6" 3.4 8.8 AVERAGE PERC. RATE 8.5 MPI Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 9:15 A.M. On 4/11/15 Location: lot 1, Blk 2 Hole number: 3 Date hole was prepared: 4/10/15 Depth of hole bottom_12" inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil texture 0-4" Dark Brown Loam 10yr3/2 4"-12" Brown loam 10yr4/3 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 4/10/15 depth of initial water filling 12 inches above the hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches I Time Time Depth Drop in H2O Perc Rate 9:32 10:02 6" 3.5 8.5 10:05 10:35 6" 3.4 8.8 10:40 11:10 6" 3.3 9.1 AVERAGE PERC. RATE 8.8 MPI I R Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 9:15 A.M. On 4/11/15 Location: lot 1, Blk 2 Hole number: 4 Date hole was prepared: 4/10/15 Depth of hole bottom_12" inches, Diameter of hole_6"_ inches. Soil data from test hole: Depth, inches Soil texture 0-4" Dark Brown Loam 10yr3/2 4"-12" Brown loam 10yr4/3 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 4/10/15 depth of initial water filling 12 inches above the hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches I Time Time Depth Drop in H2O Perc Rate 9:33 10:03 6" 2.2 13.6 10:04 10:34 6" 2.1 14.3 10:41 11:11 6" 2.1 14.3 AVERAGE PERC. RATE 14.0 MPI 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. 201(0 - O )75 S/ Issued to: Tim Adelmann Permit No: 16-355 Location: 1175 Mooney Lake Drive, Orono Purpose: Erosion Control, Single Family Home `3 Date of Issuance: 7/08/2016 Date of Expiration: 7/08/2017 By Order of the Board of Managers Heidi Quinn Permitting Technician This permit is not transferable without District approval, and is valid to the date of expiration. No activity is authorized beyond the expiration date. If the permittee requires more time to complete the project, an application for renewal of the permit must be received by the District at least 30 days before expiration. The applicant is responsible for compliance with all District Rules and for the action of their representatives, contractors, and employees. Conditions: Project to be completed as described in plans submitted to the MCWD office on June 29, 2016 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) is We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Inspection/Analysis/Monitoring Fees A site inspection and monitoring by District staff will be performed where the activity involves: • a commercial/industrial/multi-family residential development • a single family residential development greater than 5 acres or of any size if within the Minnehaha Creek subwatershed • any alteration of a floodplain or wetland • dredging within the beds, banks or shores of any protected water or wetland • a violation • any project which in the judgment of the District staff should be inspected due to project location, scope, or construction techniques In these cases, the applicant shall pay to the District a fee equal to the actual costs of field inspection of the work, including investigation of the area affected by the work, analysis of the work, and any subsequent monitoring of the work, which in the case of a violation shall be at least $35. Standard Fee Schedule District professional staff $ 65.51* is District interns $ 40.35* District clerical staff $ 46.69* Consulting Senior Engineer $ contracted rate Consulting Engineer/Technician $ contracted rate District Counsel $ contracted rate Application fee $ 10.00 Copy costs $ .25 + actual staff time Color copy costs $ 1.00 + actual staff time • Hourly We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org /0..36 5 1 JUN 2 9 2016 WATER RESOURCE PERMIT APPLICATION FORT RRvV Use this form to notify/apply to the Minnehaha Creek Watershed District(MCWD)of aproposed pro$ dr their jurisdiction.Fill out this form completely and submit with your site plan,maps,etc.to me Dac.W.0 15320 Minnetonka Blvd.Minnetonka,MN 55345. • Keep a copy for your records. YOU MUST OBTAIN ALL REQUIRED AUTHORIZATIONS BEFORE BEGINNING WORK. 1.Name of each property owner: (i wc. Ack,1 n n Mailing Address: 4S4c 11-<1 L w- 1)rtk Al City: 'Medina State: MN Zip:'i'5 '40 Email Address: acklm ann & a-rat a.com Phone: 743-4-VC 620 3 Fax: 2.Property Owner ' -•resentative Information(not required)(licensed contractor,architect,pngineer,etc.,.) Business Name: r Its d. 6n.1a Representative Name: L•11 eSvv Business Address: /CoSv Z3 Ave . City: f/t rtw✓'t, State: Mg Zip:4-9P4-7„ Email Address: . i;st QGkarisscvd•• ow. Phone: b t1 •-35'5--/73'7 Fax: a/2.-6o 1-239. 3.Project Address: V //7 S" 7Ylconu./ L ke. be. City: Orono State: MN Zip: 55'3'( Qir Section(s): Section(s): Township(s): Range(s): Lot 8 Block: ( Subdivision: 7 laer+a./ Lake Preserve. PID: zs- /I8-23 44 oa 1-7 4. Size of project parcel(square feet or acres): (34,9 Z B sq. . Area of disturbance(square feet): 2 t,eo Vobime of excavation/fill(cubic yards):' /0/1 Area of existing impervious surface: NM Area of proposed impervious surface: /'f,258a Length of shoreline affected(feet): N/A Waterbody(&bay if applicable): 'Moon", LsL C&tel» IL) 5.Type of permit being applied for(Check all that apply): $ EROSION CONTROL 0 WATTRBODY CROSSINGS/STRUCTURES ❑ FLOODPLAIN ALTERATION 0 STORMWATER MANAGEMENT ❑ WETLAND PROTECTION 0 APPROPRIATIONS ❑ DREDGING C! ILLICIT DISCHARGE ❑ SHORELINE/STREAMBANK STABILIZATION 6.Project purpose(Check all That apply): ❑ SINGLE FAMILY HOME 0 MULTIFAMILY RESIDENTIAL(apartments) ❑ ROAD CONSTRUCTION 0 COMMERCIAL or INSTITUTIONAL ❑ UTILITIES 0 SUBDIVISIONS(include number of lots) ❑ DREDGING , ❑ LANDSCAPING(pools,berms,etc.) ❑ SHORELINE/STEAMBANK STABILIZATION 0 OTHER(DESCRIBE): 7.NPDES/SDS General Store water Permit Number(if applicable): M/A 8.Waterbody receiving runoff from site: 7Koaray L44.4 — RvIewitc, Fb+d 9.Project Timeline: Start Date: %/„/sp 2oib , Completion Date: t/i,, 7417 Permits have been applied for:City X County MN Pollution Control Agency DNR COE Penults have been received: City County MN Pollution Control Agency DNR COE By signing below,I hereby request a permit to authorize the activities described herein.I.certify that I am familiar with MCWD Rules and that the proposed activity will be conducted in compliance with these Rules.I am familiar with the information contained in this application and,to the best of my knowledge and belief,all information is true,complete and accurate. I understand that proceeding with work before all required authorizations are obtained may be subject to federal,state and/or local administrative,ci ' and/or criminal penalties. k6 -Z-/ I L Signature of Each Property Owner • - -. - - - . . - • •• --. Date • Revised 7/15/13 Page 1 of 1 Erosion Control Supplemental Information Final Stabilization will be provided with(seed,sod,etc): ew>bt 6a E Seto and 6 inches of topsoil will be added/replaced prior to final stabilization. Concrete Washout:Location of concrete washout Off site _Indicated on site plans _Other(description): No concrete washout: Vegetation:Protective fencing will be installed as necessary so as to exclude all fill and equipment from the drip line or critical root zone,whichever is greater,of all vegetation to be retained. 1 Yes _Not Applicable Other(description): Inspections:An erosion control inspection plan is required for all projects disturbing'A acre or greater.The inspection requirements are as follows: 1) The individual identified as being responsible for implementing the erosion control plan must routinely inspect the construction site once every seven days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours. 2) All inspections and maintenance conducted during construction must be recorded in writing and these records must be retained with the erosion control plan and made available at the District's request within 24 hours.Records of each inspection and maintenance activity shall include: i. Date and time of inspections; ii. Name of person conducting inspections; iii. Findings of inspections,including recommendations for corrective actions; iv. Corrective actions taken(including dates,times and party completing maintenance activities);and v. Date and amount of all rainfall events greater than 0.5 inches in 24 hours. Provide the following information for the primary individual responsible for implementing the erosion control plan: / LI1(( Name ChM. 2SV4 11 Organization (L iLS W�h i3Omeami Phone 412. 3E9-178/ Alternate Phone ivla-84" 4844 Email _ j IP)'1 t @ C-h arLsS Cuol c).to n. I certify that I am familiar with the requirements of the MCWD Erosion Control Rule and that the proposed activity willbe conducted in compliance with this rule. ?dee-.0.1-4-#2iv A8/4/4 Sign a of Applicant or Authorized Agent Date S K D ARCHITECTS OF LOT 8, BLOCK 1, MOONEY LAKE PRESERVE HENNEPIN COUNTY, MINNESOTA / // I i -- / , / N 89°37'0(5"E 334,4r / /' /' //- / -- __ f c- - I / f ti r t-- \ i .a6 / i „.$ , ---- I ,iYnN 1 �'/ }u I / w .................W" lit /• I1I o.12 .,yam ..G ---T'.mOnlr--- /L / / / 1 --' t ' / ^ /w^N,, / /' LOld0 / ' / eye I ,u. /y 1'\• y — --- 'J / /�;�i i / / / I ?L-^- --ter e------ ��_,,--�----—,'lj .aw,. /m4 7ir5. li i -----11111I-----�' %//„„_____\, lik"/ ;\, ry7ss'' ,{s j,m.1.� --.2„.l\,4 1 30 '„y\\"\ .. w."i, .U1''',' n ''''''':::/ ; / '.4.1\h>4"#_" r\ !- ' 7-7--— \\\ S f , I \ I ' "I6,a --.41k/ 40. x. `tea f".'" p, , , ./y;,-ale ; /\ \, ` 1 \ / kli % F •jam ' I * \ 'I IIi' 9Qs 9!t , •,,_„ .\\ -\\--,10 I ;+ wasi N 1,un \' /' WI' , (ate c " • PR RPG '� . +� I (ON Is \ „ k i` .• .\ R • c. _, crux; I su.„ al. - ..ik —.I %/Zsw, / / o BG,c.�w \\ I i owt=AC DRY»COONnLG I !I I Y, �. \l \\, \ +•\' us s ,\ � II 1 �" "2,-4 Av112,5z, , If -/ • t1 i �\ \ 1 w, _ <I lc; 3 I .,yw---- /'// /. .\ + / 1 11 n A 1 A I I ! i I �" 1 ,e. .F/ ii O ,_r__ :-.-- 43.19 west 7 0 i. ; �� ` \ ./20/`,Sti b.,. .1i. /I* / a. .ye��f ,,,„„A. / �w�y/.I `\ V i i / e Ll”/linty�s-fitr 0 UP j --'�-_' '1 n / uw.wj i \� 10.1 \7 , `` / / R 0.1 \\ T -'waw^-- _ qaN.0140, .v°'"."\\ -_ ti �,• / us ,' .�' / wow,' Nj I 1"'\\��.\:•c � +ar..e.� +•auo-r4 _ -� � ” ✓�'L / /' II / i i suoai__— I - . \' ! _ /""If' / 7'---. / sum- .N. .\• >-_ p. / / a,ale 2111.20 ,' i 1 _ ----.4--,r—__,T4. ▪ \� ]`._iv' 1 \\� / ,/\ www "1., p, / 7 , /T — ".•N-'''T- ._`s ------ -.—�/a te _ / ,\ \ - w., \\N89'3b o•°E _216.61 , SO' , //<\ \ ....1;\ it / \ \_ -'�_ suw / / / ,., \ u... \ 1' \ New • / / I / ,/-=_L------1 LEGAL DESCRIPTION OF PREMISES SURVEYED: Lot 8,Block 1,MOONEY LAKE PRESERVE - Ce...M.* F-1-ar,4�R,J,� This survey shows the boundaries and topography of tEs above ,• described property,and the Proposed location of proposed house, garage and driveway.It does not purport to show any other Improvements r,www.....errsn - 5.0r r.e,.e or encroachments. •:Iron marker found setellelESO - T.•, 9,-.1+e :Iran marker set 0 20 40 80 :Existing contour line wMrtmlymM w+diI Proposed Contour ,5 wIWm 15 ® :Proposed spot elevation SCALE IN FEET REVISIONS -"MONK" I oeroby ma•.n.n w.f.,. ^ GRONBERG ASSOCIATES, INC . DATE l[ IMAM xa•I.•Pw•d adirest me o,arts nedirestwl aaeiWn t111:7Z11V M8t ,w� and TMka lan•duly Lm•e l•ridSweprunda cu me rem aur sone NNinwem. ',...7:',...7: CL ENGINEERS.LAND SURVEYORS,LAND PLANNERS _/..11 -- - Issas 445 N.WILLOW DRIVE LONG LAKE,MN 55356 ""1 `"P'1.10.06.0.0014 .�. PHONE:952-473-4141 FAX:952-473-4435