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2017-01658 - new house
CITY OF ORONO * 20 I I I I�III I I I I I I I 8 * 2750 KELLEY PARKWAY DATE ISSUED: 01/16/2018 ORONO,MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS : 125 BAYSIDE TR PIN : 06-117-23-22-0029 LEGAL DESC : BAYVIEW FARMS 2ND ADDN : LOT 4 BLOCK 1 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 434-RESIDENTIAL VALUATION : $ 652,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,SEPTIC,FIREPLACE, WELL(STATE),ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM NOTE: CALL FOR EROSION CONTROL INSPECTION BEFORE EXCAVATION BEGINS. SEPTIC PERMIT WILL REQUIRE A SOILS VERIFICATIN BEFORE ISSUING. INITIAL: APPLICANT PERMIT FEE SCHEDULE 4,427.92 M&M HOME CONTRACTORS PLAN REVIEW 211.58 413 PAUL AVE S STATE SURCHARGE(VALUATION) 326.00 COLOGNE,MN 55322- TOTAL 4,965.50 (612)220-4521 Payment(s) Minnesota State License#:BUIL-BC560376 CHECK 2 4,965.50 (e7/b OWNER MERRITT,BRENT&TONI 18309 TYLER STREET ELK RIVER,MN 55330- 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 revoked at any time for due cause. « , / y A.'Bean 'e L e Signature Date Issued By S. ture Date Builder Acknowledgement Form Permit #2017-01658 / 125 Bayside Trail Builder Representative Name: X Qt- 1 irk,-?-- Permit Conditions: Initials **NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection, a foundation \(/(e �/1 �/ as-built survey must be submitted and approved by the City or a Stop Work order will be issued. l/� Schedule a minimum of one hour for the framing inspection. FM Erosion control mechanisms must be installed and inspected by the City prior to any land disturbing \ t activities. The contractor must provide a minimum of a 24 hour notice prior to inspection. V /V� Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. A haul route shall be submitted to the City Engineer for approval and inspection prior to commencement vh, of hauling from the site. Street cleaning. Streets shall be cleaned and swept within 24 hours whenever tracking of sediment or soils occurs and before the site is left idle for weekends or holidays. Septic permit will require a soils verification before issuing. \1A The plan depicts a retaining wall that is 3.9 feet tall. Please note,walls greater than 4 feet in height must be designed by a licensed professional and plans submitted to the City for review prior to construction. Tiered walls are considered one wall unless they are separated by at least twice the height of the lower wall. During final grading and landscaping should the wall become taller than 3.9 feet a Zoning Permit must be submitted with engineered plans for our review prior to construction. No underground sewer within 20 feet of well. gti Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations must be / ,� submitted and approved. . In the event of winter or other extended unfavorable weather conditions (which prevent the completion / of the exterior improvements and/or as-built survey) a Temporary Certificate of Occupancy(TCO) may be \l}/b/ 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. r 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 W construction. w:\street files\bayside trail\125\builder acknowledgement form 2017-01658.docx PLAN REVIEW CHECKLIST FOR NEW STRUCTURES I ADDITIONS Address: 125 ]�0►\pdt2_ Traces Permit No.: •017 - ouor Description of work: hi tAg. k-s• Date Rec'd: I 1-'L.(0 4-1 Septic review by:_ , (7 /i', 7i _ Date Approved: / 1(7/8 (' HI l o Zoning review by: ( o• ' '' Date Approved: v Building review by: .,(/-� Date Approved: ,'4,1'9 Grading review by: 1 = aiWant j ail Date Approved: j1--'Za•C-1 Zoning District: iu- If) Zoning File#: Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution / NA `1`t j Zoning: Lot Area: 2, SF AC Width: Structural Coverage: SF % Survey Submitted: es D No Date of Survey: 12-'2(.p '�1 Revised date(?): Landscape plan submitted? D Yes Landscaper: A3 JY WVA(V\ D No/ None proposed Proposed Setbacks: Front(L Rear(Str ( NS E ) ( N S E ) Other Buildings Wetland iW de Side 9r t 4o' 35' vu ' Building Height Analysis: Distance Between First Floor and defined Top of Roof* (See"building height" definition): (a) 2-(0,00 First Floor Elevation (from building plans): (b) qq(,,L Highest Existing ground level (per survey) or 10' above lowest ground level, (c) n iaq whichever is lower: `� Difference between (b) and (c)*: (d) 3,, DEFINED HEIGHT *If highest existing adjacent grade is above FFE-Height is(a)-(d): (e) 29.7 -grad .. e-is- _.lo -F- - FE- Heiglit-is-(a) I Average Lakeshore Setback Shoreland District MCWD Permit Met? Bluff 0 Yes No Permit Number: 11 -Liii5 0 Yes 0 No �N/A 0 Yes ZrNo 0 N/A-see attached , Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required (circle one) (% and sf) (% and sf1 �t 0 Yes yNo 0 Yes o 1 2 3 4 5 I v rt- . Type(s): Type(s): Updated: June 2017 z:\forms\plan review checklist 06-2017.docx Fees to be Charged YES ;, ae: s Plan Review Investigation Fee S Other(specify) Square Footage $ per Square Footage Basement 2 ( ;(c X ) 03 4 _ $ 121 9n- a- . 1StFloor Z- / 5@ X 105• gz = $ - 1 , 7 , )Z- 2ndFloor ( 9-_72— . X )Q� 3 • Z— = . $ l 3- 0) 97( 18 Garage -(4,k 17231- Z3( / XX v7 � = $ -7J 31 5 7 Estimated Construction Value: $ ((JJ Z j Off 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 O Foundation Waterproofing 0 Other(specify) 0 Landscaping Framing Septic Insulation As-Built Survey b Final 'fir Lathe Required State Permits O Other(specify) XWell 0 Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: See Builder Acknowledgement Form 0 Prior to release of escrow money an as-built survey and hardcover calculatiops must be submitted and approved. Ca. I/ ers/o h CO 1'1 -/ro / l n .2.ct/0 V1 ke_,-Pc re -Pvcc? U f f o vl b',e-,9 [ A ,se it),� p e 1 f'z1 1.- .7. l 4 IAA f v'P,C v 1-✓'B GC -50115 veer / f C-'t-d' 10 kI be-fors I S.S !/i V Updated: June 2017 z:\forms\plan review checklist 06-2017.docx City of Orono Building Permit Application for New Structures or Additions L Mailing Address: Permit number: /7-0I IS-3 0 ® PO Box 66 f VkJ r • (. Crystal Bay, MN 55323-0066 I,�..- Date received: j /2!,//'7 11 ry Street Address:' C1 11' Received by: i', y� ,� \ \ssV 2750 Kelley Parkway �i Plan review fee: $ alft'i,4,, 5-7 R c? Orono, MN 55356 X017_�f S 7 t�kFSHO lid Main: 952-249-4600 Total Fee: Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) L5'�r1:1�,J pc ��271/7 GENERAL INFORMATION: ca47-0lli67— Job Site Address: `2�-j \CulA v\ Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes 9-No If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMA ION: Name: 41.k'\s\-oV'�� O\JJk-rC-.Ckt vc \*.)0t.k \--(A-2-- State (\ —2-- State License# 0_ `," P Expiration Date: '?tel '17, Phone: (cell (s(Z-C Lk—Z.SSk-e (office) , —3-12.0 Mailing Address: ' 1 yr . G j! it : ^\ 4.w ZIP: J`JL� Contact Person: ' ! Z Applicant is: ontracto ' / Homeowner (Circle One) Email and/or Fax: iAW' • :�41.4 LA . , • `"1.- PROPERTY OWNER INFORMATION: Name: V..1\ c kA,CVJ"\kk Phone(day): l4 1i`b\'L blj2j Address: I City: ZIP: Email and/or Fax tOmtx4ktt wve,4-\Sccur�t_CC xvAAA.COwk--- ARCHITECT/ENGINE INFORMATION: J 1 Name: rG \---•—�i��,(�. V " Phone(day): - , �. \ "' Address: 1...\ Pr ' VA., City:,,N\y'>>AV ZIP: J C Email and/or Fax: -MU . -" ' vNe\\ ,64,\,(S)w'' PROJECT INFORMATION: Description of project: 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal& Water Supply AT New Construction Single Family with ❑Accessory Bldg./Garage ❑Addition attached garage [' Deck ❑ Public Sewer LI Accessory Building ❑ Single Family withOffice/Commercial El Relocation detached garage .Residence ❑ Private Sewer ❑Other:(specify) LI Multiple Family/Condo ❑ Retaining Wall(s) ❑ Public 4-feet or greater ❑ Public Water **Any earth movement may require ❑Commercial ❑ Storage MCWD review&permits. ❑ Industrial ❑Warehouse 0 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.oro CL Estimated Construction Valuation (excluding land) $ SV-71I Zii. Packet Last Updated: August 2015 Page 21 STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.T pe of Construction - .�1 a. Length(ft.)= Number of bedrooms= S CGv/G{ h C S/ G` 1 ood/ ' ame (/ b.Width(ft.)= Number of garage stalls: -I El :so cod, , ❑ Met Areas in square feet Attached= Y.. 2a � � ❑ Pol: :Idg. / ,(g c. c. Basement= Detached= El IC' d. 1St Story = ❑ •n-si - Prefab e.2nd Story= ❑ off-sit- Prefab f. %Story = V Other(pl-ase specify): g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑ Building Permit Escrow Agreement and Fees ❑ Plan Review Fee O Completed Application Form tit 0 Proposed Building Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/�x 11 set X. 0 Minnesota State Energy Code Calculations and Mechanical Code Requirements 0 0 Survey—2 full size,to scale(meeting ALL survey requirements) ❑ It Hardcover Calculations k ❑ Septic System Certification O Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD stating no permit is required ❑ . Landscape Walls and/or Retaining Wall Plans ❑ Stormwater Pollution Prevention Plan(SWPPP) O 0 Access Permit 0. Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a$10,000 escrow to ensure completion of the as-built survey and all site improvements. Applicant's Signature:1410 Date: Owner's Signature: ---.) r Date: 2 Z3 Packet Last Updated: August 2015 Page 22 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. ElCompleted Application Plan Review Fee Paid (yds 1 N G Signed Escrow Agreement & Escrow Payment ErBuilding Plans (to scale) x2 0 Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 INHardcover Calculations (if applicable) \J `ik 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 ' g t 's i roject. Signed by: AP' Address: I Z c A 4 in 6- 1P 4' Permit #: Packet Last Updated: August 2015 Page 2 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. M\V\lUiLQ Z- c'N \t---1-- First Middle Last 1C47G - CAO Address Ct\.n° "&' W ZZ 9DZ--1` --5-12o City State Zip Phone I under -nd m rights as state above. 0 .._-- ignature Packet Last Updated: August 2015 Page 7 New Construction Energy Code Compliance Certificate Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution Date Certificate Post panel. Place your Mailing Address of the Dwelling or Dwelling Unit City logo here iZS- ily.-s ' -rgik OFo"vo' Name of Residential Contractor MN License Number 14 d./� IIot1t main i cTa . I iiJ(-v B(,.-60.37(9 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply X Passive(No Fan) A, C r-�.uive vim/7 a rdn WIG'rnonurnewr i 1. ,x.b a o a or other system monitoring i4 c z> .-1.1./inn\ '+day Q , , m N Location(or future location)of Fan: TD T 6 — 12 O a a ° CO -O 0 0 o Q m m cu • -0 c O O n >< z ° m v OILw NInsulation Location m CO ` m a • E E `a o -- To -o • co _0 coo o m0) H e z L r u_ u_ E E Other Please Describe Here Below Entire Slab Foundation Wall le(U Perimeter of Slab on Grade } Rim Joist(1st Floor) St! 7 X Rim Joist(2nd Floor+) Wall az( x Ceiling,flat Pill_ X Ceiling,vaulted �/ X Bay Windows or cantilevered areas _ Lf X Floors over unconditioned area X Describe other insulated areas Building envelope air tightness: Duct system air tightness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: - 72 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): _71 R-value MECHANICAL SYSTEMS 1 Make-up Air Select a Type Appliances Heating System Domestic Water Cooling System 4 Heater Not required per mech.code Fuel Type ' ?U • A iP7ylg4C rVA-rtfi7, VG& Passive ManufacturervV ,7 A .0. soill# ZV Powered ./!� 1 Interlocked with exhaust device. Model 1Z ( gra) a 8,41 A/4U(, Describe: Input in Capacity Output Other,describe: Rating or Size BTUS: tZ/'i(}rti,^ in Gallons: 7 s in Tons: AFUE or v �w• SEER - Location of duct or system: Efficiency HSPF% Ct.Zig,' '� JEER Heating Loss Heating Gain Cooling Load Residential Load Calculati( f � /0/ �V� �(/ 2& 7 �. 7 Cfm's / "round duct OR MECHANICAL VENTILATION SYSTEM "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): Not required per mech.code Select Type x Passive .)( Heat Recover Ventilator(HRV) Capacity in cfms: Low: /03 High: ZO 3 Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system: Balanced Ventilation capacity in cfms: 6 (�" /iK_/-1_ /Z(Jfjm Location of fan(s),describe: fm's Capacity continuous ventilation rate in cfms: "round duct OR Total ventilation(intermittent+continuous)rate in cfms: "metal duct Metro Air M&M Home Contractors 16980 Welcome Ave.S. E.-Prior Lake, MN 55368 125 Bayside Tr. 952-447-8124-scott@metroairmn.com Orono, MN Sales Consultant: Job#: 125 Bayside Tr. Date: 12/13/2017 System I (Average Load Procedure) Design Conditions Location: Minneapolis/St Paul AP, Minnesota Elevation: 834 ft Daily Range: Medium Input Data: Outdoor Dry Bulb Indoor Dry Bulb Latitude: 44° N Design Grains: 24 Summer: 88 72 Heated Area 5348 Sq.Ft. Winter: -15 70 Cooled Area 5348 Sq.Ft. Heat/Loss Summary (July Heat Load Calculations) Gross Sensible Latent Area Loss Gain Gain Walls 4512.4 19544 2943 0 Windows 522.4732 25319 28917 0 Doors 75.35 2358 720 0 Ceilings 1020 1734 816 0 Skylights 0 0 0 0 Floors 5347.6 3678 0 0 Room Internal Loads 0 920 800 Blower Load 0 0 P031n14 Gt Hot Water Piping Load 0 0 0 Winter Humidification Load 0 0 0 KNURL.1 malimpv Infiltration 18021 830 770 Approved ACCA Ventilation 31155 5864 5437 MJ8 Calculations Duct Loss/Gain EHLF=O ESGF=O 0 0 0 AED Excursion n/a 3250 n/a Subtotal 101809 44260 7007 Total Heating 101809 Btuh Total Cooling 51267 Btuh 4.92 Nominal Tons of Sensible Cooling 4.27 Nominal Tons of Total Cooling *Calculations are based on the ACCA Manual.1 8th Edition and are approved by ACCA.All computed calculations are estimates based on building use,weather data,and inputted values such as R-Values,window types,duct loss, etc. Equipment selection should meet both the latent and sensible gain as well as building heat loss. This application has glass areas that produce relatively large cooling loads for part of the day. Variable air volume devices may be required to overcome spikes in solar load for one or more rooms. A zoned system may be required, or some rooms may require zone control(provided by individual, motorized, thermostatically controlled dampers). Adtek AFawLoad Report Version 7.0.1 Page 1 Table 501.4.1 Procedure to Determine Makeup Air Quantity for Exhaust Appliances in Dwelling Units MULTIPLE APPLIANCES THAT ONE OR MULTIPLE FAN- ONE ATMOSPHERICALLY ARE ATMOSPHERICALLY ONE OR MULTIPLE POWER VENT ASSISTED APPLIANCES AND VENTED GAS OR OIL VENTED GAS OR OIL OR DIRECT VENT APPLIANCES OR POWER VENT OR DIRECT APPLIANE OR ONE APPLIANCES OR SOLiD FUEL NO COMBUSTION APPUANCESA VENT APPUANCESe SOLiD FUEL APPLIANCEc APPLIANCESI 1.Ilse the Appropriate Column to Estimate House Infiltration a)pi¢ssure fader (cf1»Js F) 0.15 0.09 0.06 0.03 I))conditioned floor area{so 3 Q (Including unfinished basements) hstintale(I House Infiltration(chn): 0 (lar.til) a)clothes dryer 135 135 135 135 Ir)R0%nflargest �O exhaust rating(dm): (not applicable if recirc:ulating system or If powered makeup air Is electrically interlocked and matched to exhaust) 80%of next largest - - — exhaust rating(clm): not applicable _ --- (not applicable if recirculating system or if powered makeup air Is electrically interlocked and matched to exhaust) hital Exhaust Capacity 75- (1.a 1l.b2cJ • I Makeup_ Air Requirement ToalIlda_ . a)Total i•xltausl oom above) h)Estimated I louse Infiltration(front O above) M;ikrup Air - _..----. _ ill ality(din): ^ 7 (.l 3hJ Vim} (if value Is negative,no makeup air is needed -�-^ { _- 4.for Makeup Air Opening Sizing,refer to Table 501.4.2. ^..I/se this column If there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. I: OJ.;o Ills column if there is one fan assisted op/Vance per venting system.Other than atmospherically vented appliances may also be included. lice Ihls colt nm If there it one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. I t Ilse this rnkmin If there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically faunal(;as in oil appliances slid solid fuel appliances. 1 • IFGC Appendix E,Worksheet E-1 Residential Combustion Air Calculation M(fur Furnace,Roller,aethod Slop 1:Contploto vented combustion appliance informationnd/or Water Heater to the same space) Furnace/Boller: .-____..Draft Hood (Not fan assisted) -Pari Assisted &power Vent Direct Vent Water Heater: Input: (Not Hood (�O�r Q Utu/hr (Not fan assisted) Fart Assisted &Power Vent ______,Direct Vent: Step 2:Calculate the volume of the Combustion Appliance Space � --' Input: The CAS Includes all spaces connected to one another' p SV 0�—�-etu/ht (CAS)containing combustion app►lances. by code compliant openings. Step 3:Determine Air Changes per Hours(ACIi)t CAS volume/(� j Default ACI I values have been incorporated Into Table E.• for use with year of construction or ACH is not know,use method 4a(Standard Meth Mehb Step 4:Determine Required Volume for Combustion Air. Gill Method).If the 4a.Standard Method Total Utu/hr input of all combustion appliances (Do NOT COUNT DIRECT'VENT APPLIANCES) Use Standard Method column in Table F-.t to find Total Required Volume(11W) Irrpu(:_=_tiro/hr II CA5 Volume(from Step 2)Is greater than i HV then no outdoor o 171V; 1 if CAS Volume(from Step 2)is less than'r1iV then : , peninps are needed. _fl3 4b. Known Air infiltration Rate(i(AIR Method l'O to ,7k1�,. Total Utu/hr input of all fan-assIsted and power (DO NOT COUNT DIRECT VENT I u vent appliances CNT-APt t.ifINCES) Use ran-Assisted Appliances column in'I able E-1 to fine! Required Volume Fan Assisted(RVFA) input: q.:49 ll Total Uttt/hr input of all noti-fart-assistett appliances Use Nun-Fan-Assisted Appliances column In Table F.-: 1{VEA: liegtrtreci Volume 2_ lt� Non-Fan-Assisted(IlVNrA) t to find Input: It1t<r!Required Volume(TiiV = —�- -ittr/hr If CAS Volume{from Step 2)) RVFA a•RVNFA it/NM: I Is greater than-OW then no outdoor openings RV.:-.??50,. t��(t� if CAS Volume(from Step Z)Is less than TRV then Step 5:Caiculate the ratio ofavallabic Into are Weeder). 14,4„.• ���.1'ts r,t,to sreh Ratio= cava volume to the total required volume. CAS Volume(from Step 2)divided 1TtV b (from Step Step r:Calculate Reduction Factor Yqa or Step 4b) RI'-:1.minus natio (RV)). Ratio_` � Stem 7:Calculate single outdoor openin e. focal r, is if ell combustion girls from tlttr/hr input of all lif J ..�_c Combustion Appliances tri the sante CA5 FXcI TDI �. �-L� combustion Air Opening Area(CAOA : Tota!Ottr/hr dtvrded b 3 ) ( C f DIRECT VENT) Ste r ti; Y U40 Uhr/!rr per inr. input Calculate Minimum v�y�Utu/hr CnCJA. coon- 0 Mil ammo(AOA`CAOA rnultlptied b 00 3000 Btu/hr ho.� Step g;Calculate Cur Y in; tnz nbustion Air Opening;Diameter f MinHnurrt CAO ... l=f1UU`.Lia ntu(tiplled by (•AOD) __fio__6_a the square root of 3. ' 1y-�f�._inz ►f desired,qC}I can be ,led determt ed using Minimum CAVA ` !;ASHRAE calculation or blower CAOD door test, z.1a Minimum CAOA jFoOow procedures in Section GJ04. —"'"—�in TABLE 304.1 COMBUSTION AIR REQUIREMENTS FOR GAS-FIRED APPLIANCES WI•IEN THE COMBINED INPUT IS UP TO AND INCLUDING 400,000 Btu/hr TurF APPLIANCES, RGQUI►{Ep FREE AREA OF A 1QUL PUT OS OF[3ttr/hrAIR-SUPPLY ACCEPTABLE E APPROXIM (kW) OPENING QR DUCT,SQUARE INCHES ATE ROU Nd DtlCT (sq mm) EQUIVALENT(mm) 'fEKt, 7.5------(�� INCH(mm) ``�0(:15} • 7(4,500) -----------IT - ---— --- _ 75(23) 7(4,500} 3 (75) l 100(30) 1J (7,000) 3(75) 125 (37) 14 0),000) (zoo) 150(45) 18(12,000) 4 (100) 175 (53) 22 (14,000) 5(125) 200 (ro} 25(1 6,000)(azs) 225 (68) 29(�`�,Ooa) 6(a`i0) 2 20(75) 32 (21,000) G(:1.50) 275 (83) 36(23,000) fii(:150) 300(90) 40(26,000) 7(:175) 325 (98) 43(28,000) 7(:176) 15(.)(:10?,) 47(30,000) 7(17_"r) :375 (:10 ) 50(32,000) 8(l0U) _400(1 zo) 54 (35,000) i3(zoo) I. Fur total inputs fallingbetween listed capacities, '�tj37100) ....______________-_____L____( 8(200) 2. II flexible duct is Used, increase the duct diameter by use next inch. 't listed inlrut ----- (225) "`Flexible duct shall be stretched with minimal sags. one ittclt. `r BTU Amount for Nun-direct vent appliances VENTILATION REQUIREMENTS TABLE 8403.5.2 NUMBER OF BEDROOMS - --- _^ 1 2 3 4 CS/ Gz Total/ Total/ Total/ Total/ Total/ Conditioned spaces(in sq.ft.) Continuous Continuous Continuous Continuous Continuous Continuous _. 1000-1500_ C,0 40 • —'� / 7`'/40 `)_ 0/4J , 105/53 120/60 135/68 1501-2000 __ 40 / 85/43 100/50 115/58 130/65 145/73 ..._.__._.__ 2001-2500 80/40 9548 r 25013000 / 110/55 125/63 140/'70 155/78 —_ 90/45 105/53 120/60 135/G8 150/75-- �_ 165/83 --------7------- _. _ 3008 3500 100 5U ----- r __�"` 3501-4000031) / 115/58 130/65 145/73 `~160/8() 1.75/88 __.. — 11� 0_ /55 125/63 140/70 155/78 170/8 5 185 93 4001-4500 / - _.-... _., 4501-50000 --�--- 120/60 135/68 150/75 165/83 180/90 195/98 ____ 130-65 �x. 5001-5500 1.45/73 160/80 175/88 19 9�i 205/103 — - 140/70 155/78 170/85 185/93 200/100 ` 215/108 5501-6000 2 150/75 165/83 _ 180/90 / /�, 19S/98 210 105 225/113 1.Conditioned space includes the basement and conditioned crawl spaces. 2. If conditioned space exceeds 6000 sq.ft.or there are more than 6 bedrooms,use Equation 11403.5.2 8403.5.2 Total Ventilation rate. The mechanical ventilation system shall rovide sufficient outdoor air to equal the total ventilation rate average ior each 1-Hour period in accr_ntiarrce with Table 8403,5.2 based on square footage of conditioned space; including the basement and cond land c awl spaceShe timber of bedrooms and I or the purposes of Table 11403.5.2 and Section M03.5.3, the following applies: rr. l.iquation n403.5.2 Total ventilation rate: Dotal ventilation rate(cin)=(0.02 x square feet of conditioned space) I,. i:.quation 8403.5.2.1 Continuous ventilation rate:Continuous ventilation rate(( n • cf )=Totallventiationof rra)te/2. Amount Total Amount Continuous !� CERTIFICATE OF SURVEY for: M&M Home Contractors RECEIVED PROPERTY DESCRIPTION COPY DEC 2 6 2017 Lot 4,Block 1,BAYSIDE MEADOWS,Hennepin County,Minnesota.0RONO PROPERTY ADDRESS 125 Bayside Trail CITY OF ORONO Orono, MN 55356 PROPOSED ELEVATIONS Garage Floor at drive = 993.6 Fop of House Foundation=994.0 CITY O F ORONO First Floor =996.2 Lowest Floor = 985.3 City of Orono AREAS&IMPERVIOUS SITE PLAN )LGRADING PLAN Planning&Zoning Plan Review 41( Lot Area = 94,230 sq. ft. Site Plan Review Date: ••t1 ' ..„ 13...w- , PROVED Proposed Impervious Areas House= 2147 sq. ft. PROVED 0 APPROVED WITH REVISIONS Garage= 1238 sq. ft. Drive= 3127 sq. ft. APPROVED WITH REVISIONS(See notes) ❑ DISAPPROVED Walk = 147 sq. ft. Frontearioh = 304msq. ft. DENStaft ^IED BY }A�(,,r„'W_- EdWa Rear patio(assumed) = 200 sq. ft. 1 �n,r5l '/ - D I `'��P�■l ralt(441 Screen parch= 170 sa. ft. Total Impervious= 7333 sq. ft. = 7.8% � I ='- �� DATE 1Z- 2.4 • BENCHMARK Top of HUBS as shown. / / / / / /7. -- �y \ \982_ / / / / / // / \ \ cg,/ / / / / // \ \\ n� 7 � �/ / /� ��^y \ \ )\ I \\, J \ / rn� a c`;'' X00' ��O/�,�0 �10 „E, ,o x 991.4 �9 /x987 / / / \ •990.4 / 301.12 S 9°51'19"W / / \ g714 \ ", 7 / r 91.18 16.79 r 7 �/ 1 ''\ 16'79 R=245.0• to / /"'‘,./ I I I I I m i I I p_30 55, ,2„ f,\/ / C �I 1 / �t$B6 /// 0882 / I I r-- —�- \ �I i3 I 990 _, / / / \ ' I I / \��/ / '� / I\ \ I STORM POND / / / \ - ---`_` / // /; / / \ �\ \�f--\ c. ICE ELEV. 974.7 \ / / / \ o AS OF 12/14/17 ossa �o / / 4o �\ \ o /� \ 0585 / / oSB3 / \ \\ i I a. / / e / e 'per ,c Z� I H I \ / / �' \ ,f7 N �o •�i'o \ 9, g I ,, <c I '�' / / __----- __ O S81 \ / \ \ \ 'oma / I //�/ / aI \ \ \\ / I " \ \ \ Of I� Ns. - / / \ \\ ,t I w 10C- w Q 0 98 �� �1�M 'a � - VA \ \ \ 97��� 4 C Q / ‘,0___><-7_____ - — \ \ \ 9 0 \95 i m ui / / 99t-�j 'tP OF IHUB 988 \ \ 6 r a �r 6�� .€LEV 989.99 \ \ PROPOSED s I �� A 1...... PROPOSED 5V-15'CULV.O 4.0% / Z o / \ �.1 \ `.Io \ \ �l� 9Bo \ 1��1����INV.97 ORONS ,s,„... o e \,' /� oQ ♦P OF HUB \ i�IC"eall� I N i– ELEY. 98.62 \ \ \ b1.4414•!_•INLE TPROTECTION ' m; / 'po ..2/6 \ ♦ ii1p"-- REWIRED \ 1,1'2 / .,. 3352 .r0 91.•- �F,� ,. 0 -- I / \ g69. I \ \ cV / h/ c / \\ 992 _8g2� n/ \ / a, C� o /1 N a " ,' ® \ \ % \ I, –' ,p f \ \ O / / 99 — ••o s/ 2 Z o / Nl \ 8 I c Z ro.: / 5.Or 29 y 96 \ M RET. WALL All h 009 1 5p0�i 9'9? \ \ \ 10 / wry/ / 986 r__ Ob I ♦ 980.1/ I / Aro YN _ '- 1 I O I "� t J"°4 �o s I /� /-- 25 23 / % % ,• v/1a.r g .o I o " `J / , 0/ , 9Et,yA ® ® �/ B6 ��d�8 Q 60=7 13^ / / rn / /7 t�J.� ,9B\ \ \996 /°'n TOP OF HUB i I%/ / i 3A^ -- /- X982 I I �Q j �CEV. •_. O� / \ % I 9s 1000 ^ \ I I // ��/ ��S 4 II }, ' _ / 4 Q ' / N TOP OF HUBJJ ,aa' / - 611- EC / �3SOQQ / I I I \ LEV. 998.6g100n0 � > -0981.9 h QS, , oi I I –'--- ,((�� 4Y '• '� I IAN I co ' N I I o 996CO /// I I I I \ \ V \ 0To e I \ �2� \/. I /-'�/ \ to \ \ \ \ \ \\ I / \ I \ \ �� o/ r� 1 ' \ / �j�4. �� L \ SOURCE OF TOPOGRAPHY The source of topography with property limits based on I <:, S I I /// / / ( �i$ field survey. Some existing contours outside of the m / property limits from public UDAR information. I 10 \ 1 11 I 1 / to o \ / / m p / 4 1 / ro 1 +t / I / / LEGEND L/ I / f„13310 Denotes Proposed Elevation I XXX.% Denotes Existing Elevation Denotes Surface Drainage 990.5 I I / S'ORONU O Denotes Offset Hub or Spike I I Denotes Drain. and Utility Ease. I I I I – • Denotes Monument Found I \ I I I O Denotes Monument Set –980--Denotes Existing Contour I 0 20 40 —(984 Denotes Proposed Contour MS—Denotes Silt Fence, Type Machine Sliced I SCALE IN FEET ovA Denotes Rock I : :EEi Construction Entrance � 1 I CERTIFICATION SISU LAND SURVEYING / I hereby certify that this plan,specification,or report was prepared _,..401/4 10775 Poppitz Lane Iby rne or ander my direct supervision and that I am a duly Chaska,MN 55318 / Licensed//// Land Surveyor under .the laws of the State of Minnesota. ` 612-418-6828 [ t t 7 12/26/17 Curtiss J. Kallio, Lit. No. 26909 Date IJOB NO.: 1 764 125 goilicis -Fit 2.011 -01(o5r f N u,/ h-ot.Lk-- ort;i\i DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED I • I 1 .1.6" PERMIT NO. nCOMPLETED ADDRESS « /�sl u,1 I OWNER TELEPHONE NO. CONTRACTOR DESCRIPTION SAIITc S W 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING - 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q ❑ FRAMING 0 MECHANICAL FINAL 0 RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE 0 COMPLAINT R ❑ FINAL ❑ WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES—NO Let COMMENTS: a; o C Cly / j � e—C 1( CC0 W OG Q CC W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE CC ❑CORRECT 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 ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnedContra�t6r on site: r.:Inspecto White Copyllnspector's File Canary Copy/Site Notice Christine Mattson From: Adam Edwards Sent: Friday, December 29, 2017 9:25 AM To: Christine Mattson; Roger Peitso Subject: RE: 125 Bayside Trail/#2017-01658 Chris, I've reviewed the subject grading plan and stamped it approved and offer the following comments: 1. The septic sites should be marked and protected during construction. 2. Street cleaning-Streets shall be cleaned and swept within 24 hours whenever tracking of sediments or soils occurs and before the site is left idle for weekends and holidays. 3. Perimeter sediment control measures must be installed by the contractor and inspected by the City prior to any work, including demolition. Contractor must provide minimum 24 hour notice prior to inspection. 4. The plan depicts a retaining wall that is 3.9 ft tall. Should the wall increase in height during construction a engineered design and inspections will be required. Walls greater than 4' in height must be designed by a licensed professional, and plans must be submitted to the City for review prior to the approval of the permit. Tiered walls are considered one wall unless they are separated by at least twice the height of the lower wall. Adam From: Christine Mattson Sent:Thursday, December 28, 2017 10:36 AM To: Roger Peitso<rpeitso@ci.orono.mn.us> Cc:Adam Edwards<aedwards@ci.orono.mn.us> Subject: 125 Bayside Trail/#2017-01658 We received a building permit application for a new house. Items of note: • Survey is almost to scale, but not quite. • Landings needed for lower level patio door, lower level single door and garage service door. • Landscape plan needed • MCWD permit needed Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway i Orono MN 55356 (physical address) PO Box 66 ':; Crystal Bay 1 MN 55323-0066 (mailing address) 'N 952.249.4620 I 8 952.249.4616 E1cmattson@ci.orono.mn.us www.ci.orono.mn.us 1 MINNEHAHA CREEK r 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. 21X1 - a lA5' Issued to: Brent and Toni Merritt Permit No: 17-645 Location: 125 Bayside Trail, Orono Purpose: Erosion Control- Single family home Date of Issuance: 1/12/2018 Date of Expiration: 1/12/2019 By Order of the Board of Managers EI' beth Showa ter 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 December 29th, 2017 according to the provisions of this permit. • Properly install and maintain all required erosion control measures until the disturbed areas are re-stabilized • Notify MCWD in writing upon completing installation of perimeter and sedimentation controls • When the site is re-stabilized and the MCWD staff has performed a final inspection, all perimeter control must be removed (Statement concerning fees for inspections, violations, etc... on following page) We collaborate with public and private partners to protect and improve land and 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/Monitorinq Fees A site inspection and monitoring by District staff will be performed where the activity involves: • a commercial/industrial/multi-family residential de'velopment • a single family residential development greater than 5 acres or of any size if within the Minnehaha Creek subwatershed • any alteration of a floodplain or wetland • dredging within the beds, banks or shores of any protected water or wetland • a violation • any project which in the judgment of the District staff should be inspected due to project location, scope, or construction techniques In these cases, the applicant shall pay to the District a fee equal to the actual costs of field inspection of the work, including investigation of the area affected by the work, analysis of the work, and any subsequent monitoring of the work, which in the case of a violation shall be at least $35. Standard Fee Schedule District professional staff $ 65.51* District interns $ 40.35* District clerical staff $ 46.69* Consulting Senior Engineer $ contracted rate Consulting Engineer/Technician $ contracted rate District Counsel $ contracted rate Application fee $ 10.00 Copy costs $ .25 + actual staff time Color copy costs $ 1.00 + actual staff time • Hourly We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org DESIGN FOR AN SUBSURFACE SEWAGE TREATMENT SYSTEM (SSTS) PREPARED BY: CHIP'S SEPTIC SERVICE LLC. Pernel "Chip" Hentges 16762 Babcock Ave. Lester Prairie, MN 55354 952-200-3176 chipseptic(&,gmail.com Minnesota Pollution Control Agency Individual Sewage Treatment System License No. 2064 For: M & M Contractors 413 Paul Ave South Cologne, MN 55322 Location of proposed septic system site: PID# 0611723220029 125 Bayside Trail Orono, MN 55359 This site will be designed for an Above Grade Drain field upgrade The site must remain protected until construction begins. (This is the responsibility of the owner and or General Contractor) This site evaluation was completed on December, 12, 2017. It is for a type one dwelling with and estimated flow of 750 gallons per day. Soils information indicated a seasonal water table at 12 inches. An above grade drainfield will be used to meet the 3 foot separation from the seasonal high watertable as required by MPCA Agency Rules and Standards, Chapter 7080,81. The Mound System design area is 46 feet wide with a length of 99 feet. Pin Flags and lath have marked the location of the soil borings, plus the boundary of the rockbed and drainfield. The proposed system will require (1) 1250-gallon septic tank, (1) 1000 gallon septic tank, and (1) 1500 gallon dosing tank. The pump will need to be sized to deliver 36 gallons per minute with a lift of 21 feet of total head. An Effluent filter will be installed in the second tank and must be cleaned twice a year (spring and fall). This is the responsibility of the owner, The tanks two foot manhole risers on the septic and pump tank will need to be raised to be above the ground surface a minimum of 6 inches for maintenance and access to the tanks. The set-back for the well from the septic system area must be a minimum of 50 feet for both the septic tanks and the absorption area. The septic tanks will need to be at least 10 feet from the edge of the house and the absorption field must be 10 feet away from property lines. It is the responsibility of the owner to identify the property boundaries for designing and installing the septic system. The septic system if properly installed and maintained should have no problems treating effluent in the matter that it was designed for. Nothing other than human waste, toilet tissues, shower, sink, dishwasher and laundry water should be drained to the septic tanks and treatment field. If you have water treatment systems other than water softeners, in ex. Iron filters, they should be diverted from entering the septic system. Garbage disposals are not recommended, as they will add more solids to your septic tanks and may allow fine particles to enter the treatment area and clog the system. Daily toilet bowl cleaners, shower sprays (that are used after every shower), and excessive cleaning agents may kill bacteria needed to treat septic effluent. Additives are not needed, and are not recommended in properly maintained septic system. You should have your septic tanks pumped and inspected for proper maintenance by a certified pumper every 2 years. General The soil conditions have been established at the test hole location only. There may be variations in soil stratigraphy between and around the borings and interpolation and extrapolation of the results is not warranted. References: MPCA Website: http://www.pca.state.mn.us/programs/ists/index.html U of M Water Resources Center Website: http://septic.umn.edu/index.html If you should have any questions or need further information, you can contact staff at the Local Unit of Government that's permitting this project, and or me at your convenience. I hereby certify that I have completed this septic system design work in accordance with MPCA's Rules and Standards Chapter 7080-81, local ordinances, rules and laws. Perne "Chip" Hentges Licenses #2064 ZS lam.^ -.s T ;1 �`C!-11O,.. „v im C: t- ;7 l i / 7 Q E 114`` / / / / / / / — ix 7 / / I I il \ , a ita-(:, - / '''' -1 ' \ ;� I ' :rat, I Sim \� \�\� \ - L� i ° � -,.=d F�i.'r' carr Z , \ \ ,,,,, g _: — 411w1111%", , .q) 1 z.-,-.1.)- e:A-Li-ci,- I \ L !At L- { � {\ '. a � craw .� � �' \ \ suer t, xv.e�fi.o ` \ r ��1# L� ���� 2- X992 �/i N---. \T _-- ` \ % u # /1 , / / / x / / / I T.t•, 'V / 0 40, yl \_,ate ; fin' i f // / / — / I i I I 61 I I \ IlJ �� / 41 4„. 1— —L / ot., 4o I I 1 / rk1.1 ulli I \ I \ / / / \ 1 \ \ \ \ \ \\ \ I �` I/ � \ \ \ \ \ \ \ N I I 1 \ ,, ' - / ( �$ I \ I I \ \\ -,-' �� I / / I \ I / I \ \\ \ I I / I 1 / ` \ �\ \ \ 1 1 I I I I I I // I \ \\ \ �� I � � 1 I 1 I I I f \ \ \ ti Preliminary & Field Evaluation Form www.SepticResource.com vers 12.4 Owner Information Date 12/12/2017 Sec/Twp/Rng Parcel ID 0611723220029 LUG(county,city,township) Hennepin County Property Owner: M and M Construction Owners address(if different) Property Address: 125 Bayside Trail, Orono, MN 55359 City/State/Zip: Flow Information and Waste Type / Strength Estimated Design flow 750 Anticipated Waste strength ❑ Hi Strength E] Domestic Any Non-Domestic Waste ❑ Yes(class V) No Comments: Sewage ejector/grinder pump ❑ Yes n No Water softener El Yes ❑ No Garbage Disposal ❑ Yes No Daycare/In home business ❑ Yes 0 No Site Information Existing&proposed lot El Yes ❑ No Well casing depth improvements located (see site map) Easements on lot located ❑E Yes ❑ No Drainfield w/in 100'of ❑E Yes ❑ No (see site map) residential well Property lines determined ❑ Yes ❑ No Site w/in 200'of transient ❑ Yes ❑ No (see site map) noncommunity water supply(TNCWS) Req'd setbacks determined Ri Yes ❑ No Site w/in an inner wellhead ❑ Yes 0 No (see site map) mgmt zone(CWS/NTNCWS) Utilities located&identified ❑ Yes 0 No Buried water supply pipe ❑ Yes Ri No (gopher state one call) w/in 50'of system Access for system maintenance C Yes ❑ No Site located in Shoreland ❑ Yes 0 No (shown on site map) (w/in 1000'of lake,300'of river) Soil treatment area protected 0 Yes ❑ No Site map prepared with Ri Yes ❑ No previous items included Construction related issues Soil Information Evidence of site: Cut ❑ Yes 0 No Filled ❑ Yes 0 No Compacted ❑ Yes 0 No Disturbed ❑ Yes 0 No Original soils 0 Yes ❑ No Soil logs completed and attached Yes ❑ No Perk test completed and ❑ Yes [ 1/6o attached(if applicable) Soil loading rate (gpd/ft2) 0.45 Percolation rate(if applicable) Depth/elev to SHWT 12.00 Flooding or run-on potential ❑ Yes �No (comments) Depth to system bottom -24.00 maximum(or elev minimum) Flood elevation(if applicable) x;/yi Depth/elev to standing water(if applicable) Elevation of ordinary high //' Depth/elev to bedrock water level(if applicable) /��l//} (if applicable) Floodplain designation and Soil Survey information [ Yes ❑ No elev- 100 yr/10 yr(if applicable) determined(see attachment) Differences between soil survey and field evaluation(if applicable) I hereby certify this evaluation was completed in accordance with MN 7080 and any local req's. ,173 Designer Signature Company License# 2011 purple code Mound Design www.SepticResource.com (vers 15.2) Property Owner: M and M Construction Date: 12/12/2017 Site Address: 125 Bayside Trail, Orono, MN 55359 PID: 0611723220029 Comments: NEW CONSTRUCTION instructions: =enter data = adjust if desired = computer calculated - DO NOT CHANGE! 1) 5 bedroom Type I Residential System 2) 750 GPD design flow 3) No Garbage disposal or pumped to septic 4) 2250 Gal Septic tank (code minimum) 2250 Gal Septic tank (design size / LUG req'd) Tank options: Multiple tanks or compartments req'd 5) 1.2 GPD/ft2 mound sand loading rate contour loading rate of 12 req's a min 62.5 ft. long rockbed 6) 10.0 ft rockbed width 63.0 ft rockbed length 7) 3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both) end feed manifold connection 8) 3 laterals 61.0 feet long 21.0 perfs / lateral 63 perfs total (1/2 a perf means the first perf starts at the middle feed manifold) 9) 7/32 inch perfs at 1 feet residual head gives 0.56 gpm flow rate per perforation for this perf size a spacing, a pipe size on line 12, max perfs/lateral = 30 , line#8 must be less --> OK 10) 5.0 doses per day ( 4 minimum) 11) f 150 gallons per dose (treatment volume) 1.50 5x 12) 2.00 inch diameter laterals must be used to meet"4x pipe volume" requirement 2.00 3x 13) 90 feet of 2.0 inch supply line leads to 15 gallons of drainback volume (Tip: "top feed"manifold to control the drainback) 14) 165 gallons TOTAL pump out volume (treatment+ drainback) 15) 12 feet vertical lift from pump to mound laterals, leads to a: 16) 36 GPM® 21 feet of head, Pump requirement (note: >50gpm may require an extra 3-6'of head) 17) 1000 gal Dose tank (code minimum) 1500 gal Dose tank (design size / LUG req'd) at 36.80 gpi leads to a 18) 4.5 inch swing on Demand float, or timed dosing of 4.6 min ON (confirm pump rate with drawdown (this delivers Average flow, =70%of Peak design flow) 7.2 hrs OFF test and adjust as necessary) 19) 12 inches from bottom of tank to"Pump OFF"float 20) 17 inches from bottom of tank to "Pump ON" float, or 12 inches to "Timer ON"float if time dosed 21) 20 inches from bottom of tank to "Hi Level"float, or 30 inches to"Hi Level"float if time dosed 22) 764 gallons reserve capacity (after High Level Alarm is activated) 23) 0.45 gpd/ft2 Absorption area Soil Loading Rate, which gives a mound ratio of 2.7 (minimum) (this must match the soil boring tog) desired mound ratio 2.7 24) 5 percent site slope (0-20% range) 5 (% downslope site slope, if different than upslope) 25) 12 inches, or 1.0 ft. to Redox or other limiting condition (need at least 12" to be a Type I) Treatment zone contains 0 inches of 0%soil credit, and 0 inches of 50% soil credit. Giving a: 26) 24 inch, or 2.0 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!! 27) 27.0 ft.Total ABSORPTION width (with sand beyond rockbed as follows:) 28) 0.0 ft. upslope and sideslope 17.0 ft. Downslope Individual slope ratios give BERM widths (topsoil beyond rockbed) of: 29) 4:1 upslope ratio 13 ft. upslope berm 30) 4:1 sideslope 18 ft. sideslope berms 31) 4:1 downslope 23 ft. downslope berm 32) Overall Dimensions: 10.0 ft. wide by 63.0 ft. long Rock bed 46 ft. wide by 99 ft. long Mound footprint 4" inspection pipe 18" cover on top <U pslope berm 13 ) Downslope berm 23lar ,.� 12" cover on sides (6"loamy cap&6"topsoil) — ` 2.0 Ciean sand lift Ir:, 1,} Absorption Width 127.0 _ Note: For 0 to 1% slopes, Absorption Width is measured from the Bedequalty in both directions. For slopes >1%, Absorption Width is measured downhill from the upslope edge of the Bed 33) Rock Bed: 10.0 ft. by 63.0 ft. by 9 inches under pipe, plus 20% gives 28 yd'or*1.4= 39 ton 34) Mound Sand: (note: volume is based on 3:1/4:1 slope from top of rockbed, Exchange sand for loamy cap if desired) 50.5 up + 103.2 downslope + 18.1 ends + 52.5 under rock = 269 yd'or*1.4= 377 ton plus 20% 35) Loamy Cap: 42 ft. by 95 ft. 6" deep, plus 20% gives 89 yd'or*1.4= 125 ton 36) Topsoil: 46 ft. by 99 ft. 6"deep, plus 20% gives 102 yd'or*1.4= 143 ton I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. (-‘,'' -zo ,`t 12/12/2017 esiDner Signature c1/1.-%.°pay ''dd License# Date Installer Summary 2250 gallon Septic tank (minimum) Tank options: Multiple tanks or compartments req'd 1500 gallon Dose tank (minimum) at 36.80 gpi 36 GPM @ 21 ft. of head, Pump required 4.5 inch swing on Demand float which translates to roughly 3.3 inches of float tether length if time dosing is required --> 4.6 minutes ON time Et 7.2 hours OFF time 17 inches from bottom of tank to "pump ON"float, or 12 inches to "timer ON"float 20 inches from bottom of tank to"Hi Level Alarm"or 30 inches to"Hi level alarm" if time dosed 90 ft. of 2.0 inch supply lin€ with end feed manifold connection (Tip: "top feed" manifold to control drainback) 24 inch, or 2.0 ft. Sand Lift Mound 10.0 ft. wide by 63.0 ft. long Rock bed 3 laterals 2.00 inch diameter 61.0 ft. long 3.0 ft. lateral spacing 7/32 inch perfs 3.0 ft. perforation spacing yes Effluent filter Et alarm 3 clean out Et valve box assemblies 27.0 ft.Total sand ABSORPTION width (minimum) 0.0 ft. upslope and sideslope (sand beyond rockbed, minimum) 17.0 ft. Downslope (sand beyond rockbed, minimum) Specific slope ratios give BERM widths (topsoil beyond rockbed) of: 4:1 upslope ratio 13 ft. upslope berm 4:1 sidestope 18 ft. sideslope berms 4:1 downslope 23 ft. downslope berm 4" inspection pipe 18" cover on top <Upslope berm 13 > Downsto•e berm 23 .�_ 12" cover on sides �.---- '"' _� .._.....___._ �-`�..�� (6"loamy cap&6"topsoil) 2.0 Clean TT'1i7 i-1r 1 '' i i; ^ Absorption Width 27.0- _ _ Note: 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 Rock Bed: 28.0 yd3 or*1.4= 39 ton 9 inches under pipe Mound Sand: 269 yd3 or*1.4= 377 ton calculation based on 3:1/4:1 slope from top of rockbe, Loamy Cap: 89 yd3 or*1.4= 125 ton 6"deep Topsoil: 102 yd3 or*1.4= 143 ton 6"deep INSPECTOR CHECKLIST - mound 1L5 oaysloe I rail, urono, MN 55359 WELL setbacks: 20' to pressure tested sewer line (5 psi for 15 min) 50'to everything 100'to dispersal area with shallow well PROPERTY LINES setback: 10'to everything Road setback: platted: 10' prop line. Metes Et bounds: out of road easement, or outer ditch. LAKE/BLUFF setback: 20'for bluff. Lakes: GD_, RD , NE . Protected wetland . Building setbacks: 10'for everything, 20'for dispersal area. WATER LINE under pressure st 10'to bed,tank Et sewer line. (else sewer line > 12" below) Sewer line Et baffle connection (no 90's, 3'between 45's, slope min 1" in 8', max 2" in 8') (no depth req's, clean out every 100', Sch 40 pipe) Septic tank and risers (water tight, insulated, proper depth, existing verified by pumping) mfg 2250 gallons Multiple tanks or compartments req'd Riser over outlet, riser over inlet or center, and 6"+ inspection pipe over any remaining baffles. yes effluent filter Et alarm Dose tank risers and piping (water tight, insulated, proper depth, drainback) mfg 1500 gallons dose pump 36 gpm 21 head VERIFY PUMP CURVE 4.6 min ON 7.2 hr OFF float setting drop 4.5 inches at 36.8 gpi "DESIGNED" 3.3 inches approx float tether length 165.0 gal dose divided by gpi "INSTALLED" = inches float drop (field corrected LABEL pump requirements and drawdown on riser or panel Cam lock reachable from grade - 30"max. J-hook weep hole. Supply line access (no hard 90's) 2.0 inch supply pipe: Sch40, sloped 1/8"+, supported by 4" sch40 sleeve or compacted, and buried 6"+. splice box / control panel / electrical connections flow measurement: CT, ETM, time dosed, home water meter mound absorption area rough up mound rock dimensions 10.0 X 63.0 Sand lift depth 24 inches. (Jar test : 2"sand leaves < 1/8" silt after 30 min) Absorption Sand beyond rock 0.0 upslope 17.0 downslope Bermed topsoil beyond rockbed 13 upslope 18 sideslope 23 downslope cover depth of 12-18"+ VERIFY 3 laterals (1-2'from edge of rock) 2.00 inch pipe size (Sch40 pipe Et fittings) 3.0 ft lateral spacing 7/32 inch perforations 3.0 ft perforation spacing Air inlet at end of laterals, and at top feed manifold if necessary. VERIFY clean outs (no hard 90's) 4" inspection pipe to bottom of rock, anchored VERIFY Abandon existing system - if necessary Re-use existing tank certification monitoring plan and type well abandonment form - if necessary i ... , .. . System Elevations i - . •,',,A4..-1.,/,y .v.... 7 benchmark 7 - - - - SH\NT Mound / „.,, ..--- (Grade elevations are existing. If a 113-s loamy cap different final grade is desired it should 991 ' lateral be shown and described here.) cri i--6 bottom rock ii'?,"-) ''' _ .(,-- grade (at upslops•rock bed) SHWT (at up‘lope sock bed) ..,_ . ...A it .‘ e.. '/, _ -I y lk&.. _ k ,. • l .7II --v_ — ____ , , , ,.) v4 k-,'. , '. 'J1 _,, _ ,kJt , 70• •JV "%.. , , :i-.'....4M_ ,', -1_ 7 1 1 i EET"---C-----714 7 1 I I 7 7 i Sewer pipe exiting house Septic Tank Septic Tank (if applicable) Pump Tank • ivii- ib( C)Grade Ch;C Grade Grade Grade qt1 ,..; Pipe cii., ,s inlet inlet c--A t inlet Tank bottom Tank bottom Tank bottom Soil Observation Log www.SepticResource.com vers 12.4 Owner Information Property Owner/project: M and M Construction Date 12/12/2017 Property Address/PID: 125 Bayside Trail, Orono, MN 55355 Soil Survey Information ❑ refer to attached soil survey Parent matl's: 0 Till ❑ Outwash ❑ Lacustrine ❑ Alluvium ❑ Organic ❑ Bedrock landscape position: El Summit ❑ Shoulder ❑ Side slope ❑ Toe slope soil survey map units: Angus - slope 5 % direction- downhill Soil Log#1 ❑ Boring ❑ Pit Elevation Depth to SHWT 1.7-j 1 Depth(in) Texture fragment% matrix color redox color consistence grade shape loose loose <35 single grain la weak granular KOZTOJ 35 - 50 firm moderate prismatic taty f(4, >50 ��/�-3�Z rigid ., massive loose_ loose <35 single grain '�+� iab weak granular , / // 35 -50 firm moderate prismatic p�arY lk�� �` >50 V7.-- rigid str g--- massive <35 loose loose single grain friable weak granular bloc 35 ->5 50 lt1 5. '57� UM moderate prismatic aty �' S0 rigid stts massive loose loose single grain <35 friable weak granular blocky 35 -50 firm moderate prismatic platy >50 rigid strong massive loose loose <35 single grain friable weak granular blocky 35 50 firm moderate prismatic platy >50 rigid strong massive Comments: _..5"U'' i 2 125 Bayside Trail, Orono, MN 55359 Soil Log#2 c[ Boring ❑ Pit Elevation Depth to SHWT /Z: 7 Depth(in) Texture fragment% matrix color redox color consistence grade shape loose loose single grain 35<35 50 f�riable� weak granular J 'i7 rt`�i — moderate prismatic /Z _ �� >50 tlf �l nz� rigid stag massive loose loose <35 single grain 35 50 ria e weak granular › i tiim moderate prismatic pts aty Z �� C; C L. >50 rigid n loose loose single grain <35 table' weak granular 35-50 "11, fmoderate prismatic I O r �'' >50 L-7. 1 .-Z., rigirm id sir massive loose loose <35 single grain friable weak granular blocky 35 -50 firm moderate prismatic platy >50 rigid strong massive loose loose <35 single grain friable weak granular blocky 35 50 firm moderate prismatic platy >50 rigid strong massive 125 Bayside Trail, Orono, MN 55359 Soil Log#3 ,,mooring ❑ Pit Elevation Depth to SHWT / ,' '' Depth(in) l cxturc fragment% matrix color redox color consistence grade shape loose loose single grain <35 } 35-50 weak granular bbl cls moderate prismat��pTa'ty' 6 C,l_ >50 O7 rigid stteng massive t loose loosesingle grain <35 35-50 _ abl` weak granular /4>. // � firm moderate prismatic lat7 ( f� z e"�" >50 /� rigid st�eng , massive loose 'Toose <35 single grain . weak granular blocky C C— 35 50 S firm moderate prism tY >50 j`1 3 rigid serrg� massive loose loose <35 single grain friable weak granular blocky 35 50 firm moderate prismatic platy >50 rigid strong massive loose loose <35 single grain friable weak granular blocky 35 -50 firm moderate prismatic platy >50 rigid strong massive I hereby certify this work was completed in accordance with MN 7080 and any local reqs. Designer Signature Company License# 125 Bayside Trail, Orono, 55359 Soil Log#4 onng ❑ Pit Elevation Depth to SHWT /t. i Depth(in) Texture fragment% matrix color redox color consistence grade shape 100Se ! loose single grain <35 d.g weak granular �� 35 50 • firm moderate prisma ctG qty -7b La >50 ��1�` �� rigid o g massive loose loose <35 single grain la e > weak granular Tacky 35 50firm rigid moderate prismatic sing /6- C_-1---C_-1--- >50 �/ , massive r <35 loose loose single grain 35 - 50 t. iable) weak granular= Irm moderate prismati _ 7 v >50 �/ rigid s massive <35 loose loose single grain friable weak granular blocky 35 - 50 firm moderate prismatic platy >50 rigid strong massive loose loose <35 single grain friable weak granular blocky 35 50 firm moderate prismatic platy >50 rigid strong massive 125 Bayside Trail, Orono 55359 Soil Log#5 Boring ❑ Pit Elevation Depth to SHWTLL" /u Depth(in) Texture fragment% matrix color redox color consistence grade shape <35 loose loose single grain weak granular )tacky' 35-50 / rigid moderate prismatic( _ J .d >50 ( C�� rigid — massive j loose loose single grain <35 la e weak granular 35 50 . irm moderate prismatic p a y c/ —� >50 11 rigid s massive loose loose single grain <35 f,Qr.,..�%.. �'f"i-labl!D weak granularky 35-50 s' firm moderate prismatic platy 1° L- �-� >50 /j rigid trp massive <35 loose loose single grain friable weak granular blocky 35 50 firm moderate prismatic platy >50 rigid strong massive <35 loose loose single grain friable weak granular blocky 35 50 firm moderate prismatic platy >50 rigid strong massive I hereby certify this work was completed in accordance with MN 7080 and any local reqs. \ - C.y Designer Signature Company License# i.z .88-,7 rLd 1 Soil Log#6 /Viz ,3 ❑ Boring ❑ Pit Elevation Depth to SHWT /6, Depth(in) Texture fragment% matrix color redox color consistence grade shape <35 loose loose single grain 35 50 weak granular firm moderate prismatic�alatyy o L/3 — >50 C� //— ���— rigid s Feitg'�, massive loose loose <35 single grain ) weak granular�luctt}� 35>50 50 'Ilrrn moderate prismatic pTaty � C6 -/(j L �— ���� rigid massive <35 4 loose loose single grain e— . a e weak granular c35 50 Tinni moderate prismatic p l k� = >50 7,, / — / rigid �. massive loose loose <35 single grain friable weak granular blocky 35 50 firm moderate prismatic platy >50 rigid strong massive loose loose single grain <35 friable weak granular blocky 35 -50 firm moderate prismatic platy >50 rigid strong massive 0 Soil Log#r ❑ Boring ❑ Pit Elevation Depth to SHWT Depth(in) Texture fragment% matrix color redox color consistence grade shape loose loose single grain <35 friable weak 35 - 50 granular blocky firm moderate prismatic platy >50 rigid strong massive loose loose <35 single grain friable weak granular blocky 35 50 firm moderate prismatic platy >50 rigid strong massive loose loose <35 single grain friable weak granular blocky 35 50 firm moderate prismatic platy >50 rigid strong massive loose loose single grain <35 friable weak granular blocky 35 - 50 firm moderate prismatic platy >50 rigid strong massive loose loose <35 single grain friable weak granular blocky 35 50 firm moderate prismatic platy >50 rigid strong massive I hereby certify this work was completed in accordance with MN 7080 and any local req's. Designer Signature Company License# Soil Map—Hennepin County,Minnesota 3 a ry 449160 449200 449240 44.9293 449320 449360 449400 449110 449480 449520 44°5837N 5. 44°58'37N ,s d L40 L36A L41C2 i 4-",..;,*---,,,,,... L40B L23A _,.,, . w�,:. L41C2 Ham -: - -, L49A0,-.- ,r' I 9 , t L4OB ' i . ._.._ / MIO Gap ow lmo2 MI aannd l)e an@ OgEho 440 58'29"N 1 . . 44°58'29"N 449160 449200 449240 449280 449320 449260 449400 449440 449480 449520 3 3 N Map Scale:1:1,750 if printed on A landscape(11"x 8.5")sheet N Meters N 0 25 50 100 150 Feet A 0 50 100 2(X) 300 Map projection:Web Mercator Comer coordinates:WGS84 Edge tics:UTM Zone 15N WGS84 t ISDA Natural Resources Web Soil Survey 12/20/2017 Conservation Service National Cooperative Soil Survey Page 1 of 3 Soil Map—Hennepin County,Minnesota Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AO1 L23A Cordova loam,0 to 2 percent 2.0 15.2% slopes L36A I Hamel,overwash-Hamel 0.1 0.4%1 complex,0 to 3 percent 1 slopes L40B Angus-Kilkenny complex,2 to 2.8 21 4% i 6 percent slopes L41 C2 1 Lester-Kilkenny complex,6 to 6.3 47.2% 10 percent slopes, I moderately eroded L49A I Klossner soils,depressional,0 2.1 15.7% I to 1 percent slopes Totals for Area of Interest 13.3 I 100.0% LSL).\ Natural Resources Web Soil Survey 12/20/2017 laills Conservation Service National Cooperative Soil Survey Page 3 of 3 UNIVERSITY .. , OF MINNESOTA Septic System Management Plan for Above Grade Systems The goal of a septic system is to protect human health and the environment by properly treating wastewater before returning it to the environment. Your septic system is designed to kill harmful organisms and remove pollutants before the water is recycled back into our lakes,streams and groundwater. This management plan will identify the operation and maintenance activities necessary to ensure long- term performance of your septic system. Some of these activities must be performed by you, the homeowner. Other tasks must be performed by a licensed septic maintainer or service provider. However, it is YOUR responsibility to make sure all tasks get accomplished in a timely manner. The University of Minnesota's Septic System Owner's Guide contains additional tips and recommendations designed to extend the effective life of your system and save you money over time. Proper septic system design, installation, operation and maintenance means safe and clean water! Property Owner Email Property Address 125 Bayside Trail, Orono, MN 55359 Property ID 0611723220029 System Designer Chip Hentges Contact Info 952-200-3176 System Installer Contact Info Service Provider/Maintainer Contact Info Permitting Authority City of Orono Contact Info 952-249-4625 Permit # Date Inspected Keep this Management Plan with your Septic System Owner's Guide. The Septic System Owner's Guide includes a folder to hold maintenance records including pumping, inspection and evaluation reports. Ask your septic professional to also: • Attach permit information,designer drawings and as-built of your system,if they are available. • Keep copies of all pumping records and other maintenance and repair invoices with this document. • Review this document with your maintenance professional at each visit; discuss any changes in product use, activities, or water-use appliances. For a copy of the Septic System Owner's Guide, visit www.bookstores.umn.edu and search for the word "septic"or call 800-322-8642. For more information see http://septic.umn.edu Version: August 2015 - 1 - - Septic System Management Plan , .,. UNIVERSITY for Above Grade Systems OF MINNESOTA Your Septic System \�'V 7 1 n ____-Cleanout Manhole Inspection pipe-, . z,'' • 'l' '::?fl'i''' '-'Till ..i....... .., ,' • s f �. .� 110slyd-• & z, ,, 'i,.r ;''';''''' ','-i 4'- *7'::`..4 7 YF ' -_hr[OfiOad M1 Sn' r5d 1, - talent dearmut_— c r n£ x yy's � `• Cross-section of mound Distribution media r Inspection pipe try fill .Sand..'. .. .• --- •. Fr;nn prank -.---�1-� is rc l Naturalsoil to lIim ting condition V -- _ .;S}tvta[vd3mk5edw,ck ,_ Septic System Specifics System Type: Q I iQ II QIII QIV* Q V* n System is subject to operating permit* (Based on MN Rules Chapter 7080.2200—2400) n System uses UV disinfection unit* *Additional Management Plan required Type of advanced treatment unit Dwelling Type Well Construction Number of bedrooms: 5 Well depth(ft): na System capacity/design flow(gpd): 750 ❑ Cased well Casing depth: Anticipated average daily flow(gpd): 250 ❑ Other(specify): Comments Distance from septic(ft):>50 feet Business? :QY Q N What type? Is the well on the design drawing? (DIY Q N Septic Tank ❑ First tank Tank volume: 1250 gallons ❑ Pump Tank 1500 gallons Does tank have two compartments? QY O N ❑ Effluent Pump make/model: ❑ Second tank Tank volume: 1000 gallons Pump capacity 36 GPM ❑ Tank is constructed of Concrete TDH 21 Feet of head ❑ Effluent screen:®Y O N Alarm (Y Q N ❑ Alarm location In house Soil Treatment Area (STA) Mound/At-Grade area(width x length):46 ft x 99 ft 1-1 Rock bed size(width x length): 10 ft x 63 ft Inspection ports a Cleanouts Location of additional STA: Located on site map Surface water diversions Type of distribution media: rock 0 Additional STA not available - 2 - • UNIVERSITY Septic System Management Plan for Above Grade Systems OF MINNESOTA" ' Homeowner Management Tasks These operation and maintenance activities are your responsibility. Chart on page 6 can help track your activities. Your toilet is not a garbage can.Do not flush anything besides human waste and toilet paper. No wet wipes, cigarette butts,disposal diapers,used medicine,feminine products or other trash! The system and septic tanks needs to be checked every 6 months Your service provider or pumper/maintainer should evaluate if your tank needs to be pumped more or less often. Seasonally or several times per year • Leaks. Check(listen,look) for leaks in toilets and dripping faucets. Repair leaks promptly. • Soil treatment area. Regularly check for wet or spongy soil around your soil treatment area. If surfaced sewage or strong odors are not corrected by pumping the tank or fixing broken caps and leaks,call your service professional. Untreated sewage may make humans and animals sick. Keep bikes, snowmobiles and other traffic off and control borrowing animals. • Alarms. Alarms signal when there is a problem; contact your service professional any time the alarm signals. • Lint filter. If you have a lint filter, check for lint buildup and clean when necessary. If you do not have one,consider adding one after washing machine. • Effluent screen. If you do not have one, consider having one installed the next time the tank is cleaned along with an alarm. Annually • Water usage rate. A water meter or another device can be used to monitor your average daily water use. Compare your water usage rate to the design flow of your system (listed on the next page). Contact your septic professional if your average daily flow over the course of a month exceeds 70% of the design flow for your system. • Caps. Make sure that all caps and lids are intact and in place. Inspect for damaged caps at least every fall. Fix or replace damaged caps before winter to help prevent freezing issues. • Water conditioning devices. See Page 5 for a list of devices.When possible,program the recharge frequency based on water demand(gallons) rather than time (days). Recharging too frequently may negatively impact your septic system. Consider updating to demand operation if your system currently uses time, • Review your water usage rate. Review the Water Use Appliance chart on Page 5.Discuss any major changes with your service provider or pumper/maintainer. During each visit by a service provider or pumper/maintainer • Make sure that your service professional services the tank through the manhole. (NOT though a 4"or 6"diameter inspection port.) • Ask how full your tank was with sludge and scum to determine if your service interval is appropriate. • Ask your pumper/maintainer to accomplish the tasks listed on the Professional Tasks on Page 4. - 3 - UNIVERSITY Septic System Management Plan , for Above Grade Systems OF MINNESOTA_ `' Professional Management Tasks These are the operation and maintenance activities that a pumper/maintainer performs to help ensure long- term performance of your system. At each visit a written report/record must be provided to homeowner. Plumbing/Source of Wastewater • Review the Water Use Appliance Chart on Page 5 with homeowner. Discuss any changes in water use and the impact those changes may have on the septic system. • Review water usage rates (if available)with homeowner. Septic Tank/Pump Tanks • Manhole lid. A riser is recommended if the lid is not accessible from the ground surface. Insulate the riser cover for frost protection. • Liquid level. Check to make sure the tank is not leaking. The liquid level should be level with the bottom of the outlet pipe. (If the water level is below the bottom of the outlet pipe, the tank may not be watertight. If the water level is higher than the bottom of the outlet pipe of the tank, the effluent screen may need cleaning,or there may be ponding in the soil treatment area.) • Inspection pipes.Replace damaged or missing pipes and caps. • Baffles.Check to make sure they are in place and attached,and that inlet/outlet baffles are clear of buildup or obstructions. • Effluent screen. Check to make sure it is in place; clean per manufacturer recommendation. Recommend retrofitted installation if one is not present. • Alarm. Verify that the alarm works. • Scum and sludge. Measure scum and sludge in each compartment of each septic and pump tank, pump if needed. Pump • Pump and controls. Check to make sure the pump and controls are operating correctly. • Pump vault. Check to make sure it is in place; clean per manufacturer recommendations. • Alarm. Verify that the alarm works. • Drainback. Check to make sure it is draining properly. • Event counter or elapsed time meter. Check to see if there is an event counter or elapsed time meter for the pump. If there is one or both,calculate the water usage rate and compare to the anticipated use listed on Design and Page 2. Dose Volume: gallons: Pump run time: Minutes Soil Treatment Area • Inspection pipes. Check to make sure they are properly capped. Replace caps and pipes that are damaged. • Surfacing of effluent. Check for surfacing effluent or other signs of problems. • Lateral flushing. Check lateral distribution; if cleanouts exist, flush and clean at recommended frequency. • Vegetation-Check to see that a good growth of vegetation is covering the system. All other components—evaluate as listed here: - 4 - Septic System Management Plan UNIVERSITY for Above Grade Systems OF MINNESOTA Water-Use Appliances and '-`\N. Equipment in the Home Appliance Impacts on System Management Tips • Uses additional water. • Use of a garbage disposal is not recommended. • Adds solids to the tank. • Minimize garbage disposal use.Compost instead. Garbage disposal • Finely-ground solids may not settle. • To prevent solids from exiting the tank,have your Unsettled solids can exit the tank tank pumped more frequently. and enter the soil treatment area. • Add an effluent screen to your tank. • Washing several loads on one day • Choose a front-loader or water-saving top-loader, uses a lot of water and may overload these units use less water than older models. your system. • Limit the addition of extra solids to your tank by • Overloading your system may using liquid or easily biodegradable detergents. Washing machine prevent solids from settling out in Limit use of bleach-based detergents and fabric the tank.Unsettled solids can exit softeners. the tank and enter the soil treatment • Install a lint filter after the washer and an effluent area. screen to your tank • Wash only full loads and think even—spread your laundry loads throughout the week. • Powdered and/or high-phosphorus • Use gel detergents. Powdered detergents may add detergents can negatively impact the solids to the tank. Dishwasher performance of your tank and soil • Use detergents that are low or no-phosphorus. treatment area. • Wash only full loads. • New models promote"no scraping". • Scrape your dishes anyways to keep undigested They have a garbage disposal inside. solids out of your septic system. • Finely-ground solids may not settle. • Expand septic tank capacity by a factor of 1.5. Grinder pump(in Unsettled solids can exit the tank • Include pump monitoring in your maintenance home) and enter the soil treatment area. schedule to ensure that it is working properly. • Add an effluent screen. • Large volume of water may • Avoid using other water-use appliances at the same Large bathtub overload your system. time.For example,don't wash clothes and take a (whirlpool) • Heavy use of bath oils and soaps can bath at the same time. impact biological activity in your • Use oils,soaps,and cleaners in the bath or shower tank and soil treatment area. sparingly. Clean Water Uses Impacts on System Management Tips High-efficiency • Drip may result in frozen pipes • Re-route water directly out of the house.Do not furnace during cold weather. route furnace discharge to your septic system. Water softener • Salt in recharge water may affect • These sources produce water that is not sewage and Iron filter system performance. should not go into your septic system. Reverse osmosis • Recharge water may hydraulically • Reroute water from these sources to another outlet, overload the system. such as a dry well,draintile or old drainfield. • Water from these sources will • When replacing,consider using a demand-based Surface drainage overload the system and is recharge vs.a time-based recharge. Footing drains prohibited from entering septic • Check valves to ensure proper operation; have unit system. serviced per manufacturer directions - 5 - Septic System Management Plan UNIVERSITY for Above Grade Systems • OF MINNESOTA *" ti Homeowner Maintenance Log Q. Track maintenance activities here for easy reference. See list of management tasks on pages 3 and 4. Activity Date accomplished Check frequently: Leaks: check for plumbing leaks* Soil treatment area check for surfacing** Lint filter: check,clean if needed* Effluent screen(if owner-maintained)*** Alaiul** Check annually: Water usage rate(maximum gpd Caps: inspect,replace if needed Water use appliances—review use Other: *Monthly **Quarterly ***Bi-Annually Notes: "As the owner of this SSTS, I understand it is my responsibility to properly operate and maintain the sewage treatment system on this property, utilizing the Management Plan. If requirements in this Management Plan are not met, I will promptly notify the permitting authority and take necessary corrective actions. If I have a new system, I agree to adequately protect the reserve area for future use as a soil treatment system." Property Owner Signature: Date Management Plan Prepared By: Chip Septic Services LLC Certification# 2064 Permitting Authority: City of Orono ©2015 Regents of the University of Minnesota. All rights reserved. The University of Minnesota is an equal opportunity educator and employer. This material is available in alternative formats upon request. Contact the Water Resources Center,612-624-9282. The Onsite Sewage Treatment Program is delivered by the University of Minnesota Extension Service and the University of Minnesota Water Resources Center. -6 - .\\ INDIVIDUAL SEWAGE SYSTEM DESIGN SUMMARY Property Owner: David Gange Phone: 612-490-3378 Address: 1140 Wyndmere Rd. Township: City: Orono Zip: County: Hennepin County DESIGN USAGE SITE CHARACTERISTICS Single Family Home 4 Other Soil type Samdy loam Number of Potential Bedrooms Hydraulic Loading .6 Garbage Disposal no Depth to restrictive layer 18 inches Sewage Lift Pump no PUMP INFORMATION CAPACITIES Pump GPM&TDH 38 gpm and 21 tdh Daily Water Use Est Calc 600 Cycles per day 4 cycles Septic Tank Capacity 2-1250 gallon tanks-to be installed Gallons per cycle 150 gallons Pump Tank Capacity 1250 gallon tank-to be installed Perforation size&spacing Vs"perfs every 3 feet MOUND SYSTEM Number,spacing,& diameter of laterals 3-2 inch laterals every 3 feet Dimension of Rock Base I0x50 Depth of Rock Below Pipe 6 inches Mound Materials Dimensions of Mound 55x88 Amount of Rock 24 tons %Slope of Soil Under Mound 12% Amount of Mound sand 403 tons Upslope Dike Width 9 feet Amount of loamy cap 134 tons Downslope Dike Width 36 feet Amount of topsoil 151 tons Sideslope Dike Width 19 feet Lineal Feet supply line 30 ft. Lineal Feet Main Line 75 ft. APPROVAL By Z:g. ' Date 11/29/2016 See additional information sheet if checked IX RECEIVED 24910 Territorial Road • Rogers,MN 55374 763-428 4489 • www.endeseptic.com • Info@endeseptic.com DEC 0 5 L,i i CITY OF ORONO CERTIFICATE OF SURVEY for: M&M Home Contractors PROPERTY DESCRIPTION Lot 4, Block 1.BAYSIDE MEADOWS.Hennepin County,Minnesota. PROPERTY ADDRESS 125 Bayside Troll Orono,MN 55356 + PROPOSED ELEVATIONS Garage Floor at drive =993.6 Top of House Foundation=994.0 First Floor =996.2 I----- Lowest `Lowest Floor =985.3 I C7.1 CV AREAS&IMPERVIOUS Lot Area -94,230 sq. ft. Cq Proposed Impervious Areas a) House=2147 sq. ft V Crags- 1238 sq.ft. L.1.13 Drive-3127 sq. R. CD Walk 147 sq. N. (1) Front porch= 304 sq.ft. .8 [Ln Rear patio(assumed)=200 sq. ft. $creen arch-170 sa ft, 0 Q Total Impervious= 7333 sq. ft. = 7.8% t BENCHMARK Tap of HUBS os shown. / \ / / / / / / -- \y \ \-892 // /y, ----:„......,-...,N)\\\ \ \ I // // \ \\ x9 \*990.4 X 991.4 / 301.12 S °51'19"W/x 9857 / / . ` 97614 m �\ n / / 16.79 m 91.18 10 ���\`� / I I I m / / I II I I p_3a55 2,. ZASB6 1 i--r- I —990 ` / / / \, // / /~,> I\ i 1 u, 'at STORM POND I �\ I / / / I / \ -Is r\ G ICE ELEV.974.7 I / / / 1 ✓ t - , / / \ \ \ AS OF 12/14/17 0 se`i / / v \ 0585 / / if 0SB3 / \ \\ `�`� at `7y • , f \ /A., /// �, ,/ m . \ \ \ \ 'Z I I 1�1 / \ 9� \. , f \ /ZP , J Q // p \ \ \ \\\ /`, c g / '� 1/„/i 'a 581 \ , �I \ \ \,.!\ \ y,• // N < I a. �N �\ / S.- \ \ \ / n w / \ r+ W L 1-mi \ M0 \ _ \ \ lir T C SA �r I \ \ \ \...3.-, NCO '� / / A 9.,--1.15./.4z...,_ sP OF HUB N (I4) \ �� \ ,B� CIO r ~ LEV, 9p9.99 PROPOSED / x• t �'; •-r 1 lr �O 7 \ \ c\ r 50•-15-CULV. •4.0% gg / �� .�Q' \�,i: ' FAL_ \ \ 980 \ 0�f•�. INV.GS 97&0RONS �i s s a� L ,„„4" { T� Q °IOW •r!�����INV.976.0 N • • / 4' ELEy. 988.62 \ ---- \ ,•t•4#�� INLET � a3.sz "ie.o \ % 'e.%,'-' - REQUIRPED PROTECTION ,. / 992 -----992-.........„„ �1 \ 9W9 \ .� rm l o / g4 q �` I \/ / Sr J/ / / RET.WALL1S.0Oo 99? 101• C‘ /111-3. , FII h /-77'7". p,27 8 I , Y 980.1 --i 40.4 �L 1-,a.•• ti - .95 \ S I % I / �' / �, � a .8 4;cess 00 / Q. - 996/ .•g` \ t ��_.,, TOP OF HUB a a' $ I /7 / i a0, �982— FE>Y. \ I r I i/ =�s� / / l 1 \ ® 1 99� ,0pa / a lI�,.�, i4.60 \ TOP OF HUB d, i \ 76 1- C / / 4 '3,54°)0 5 �0 I I I I \ ��4 LEV. 998.6io� \ m '-•Al 987.9 °� t r u EkT,.0 9�a m IAN I 7 \ \ .' 1 I — (:SIB tO °' TO I \ I G- \ \ \ \ \\I \ 2` \ / , \ 1 \ \\ \ \ \I 1 \ )�P / ;110' $ \ \ a sv - aQ�� \ I �� � t \ SOURCE OF TOPOGRAPHY IS' --i The source of topography with properly limits based on --_;rot i / ( i_ field survey. Some existing contours outside of the 10 i 1 I 0 / e' property limits from public UDAR Information. i I� �'1 I �� a / 174 IN ; .-'-- II / / LEGEND ���iii I I / 4 O Denotes Proposed Elevation XXX.X Denotes Existing Devotion I 990.5Drainage I I / I O Denotes Offset Hub or Spike I I I I I Denotes Drain.and Utility Ease. I • Denotes Monument Found O Denotes Monument Set 1(998484)--- 980- Denotes Existing Contour I I I o 20 40 �984�- Denotes Proposed Contour I —MS—Denotes Silt Fence, Type Machine Sliced SCALE IN FEET Opp; Denotes Rock I I %•!•A� Construction Entrance / I CERTIFICATION SISU LAND SURVEYING I hereby certify that this pian,specification,or report was prepared A10775 Poppitz Lane by me or under my direct supeMsion and that I om a duly ' Chaska,MN 55318 / Licensed Land Surveyor under the laws of the State of Minnesota. f� /A 612-418-6828 < r t 4.A4 12/26/17 Curtiss J. Kallio, Uc. No. 26909 Date IJOB NO.: 1764 s DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED 1//q/ii cf :00 PERMIT NO.;01-7" 0)1.161$ COMPLETED ADDRESS 1 P)' SIGN hat L OWNER TELEPHONE NO. ,'15 (--LSi) CONTRACTOR MI Iv( Rona C ori -1 (J'o DESCRIPTION vosi on (�L W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL • ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION IT 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL . ❑ DEMO-SITE 0 SEPTIC INSTALL • OWNERICONTRACTOR TO MEET YOU: YES NO COMMENTS: • / I I I '(,hC 2 / (G S 11n (ccecc .� 0 pi lc roeok ac�I 0 -e Lk,07 cc Q cc UJ RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W• 111RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT O 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 OwnerICont a for o site: Inspector. �r White Copyllnspector's File Canary Copy/Site Notice 422 , t TEc TIME \/ CITY OF ORONO CALLED IN INSPECTION NO _ Er, CHEDULED 1— -I 10.36 PERMIT NO._ 41� / / OMPLETED ,c7a,,:,.1 ADDRESS /d1.5 OWNER ATE E' ONE O gs -z_3 -3---1)U0 6 /7/t±CONTRACTOR � aces - I/511A yl a DESCRIPTION 0 `-cet W 0 FOOTING 0 DEMO-FINAL ❑ SEPTIC FINAL 1.1. ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING (4 ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO Fg COMMENTS: $I.Tbcc. i..2t$ datf"V"Me 4 by Svu ry rf cr foil 4p'Pr&r S 1 at)4 61 ay) 4riv 5 Si Lt./Apt'. o 'cr.' "Ai w7s7 / ,ti pitce N. CC 2 0 1 J I( t) f t �D 1 �/< 2 Q 2 W Z W 2 0 W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W 'Q CORRECT WORK&PROCEED CI ISSUE CERTIFICATE OF OCCUPANCY OO 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED 0 STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. 7 .e.'ii dol White Copyllnspector's File Canary CopylSite Notice y7,-- ie S2A—______________-- DATE TIME CITY OF ORONO CALLED IN "--1B- -1 r,� INSPECTION figTICE O f/ �-y SCHEDULED D 5-1 ?� 9'2 4-6 PERMIT NO. 49 . PLETED t. ADDRESS /a1_5- /' , ,' ---)---/ 7 OWNER •• f P-INE NO. Ins 3 ,'�/�A CONTRACTOR ' 7% t -�"� DESCRIPTION ] / 0.1eli W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS is ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 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 IL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO 9 COMMENTZCF ..Qp ....hien... i SEl.. J e// per-- ,/»g (�ec"Cean.s (S•pcGS L1/ all SteeCC l / h cc /15 c4 o i7Ar -7-7, 11.W CC Q W Z W CC fr -(�ThWo41KSATISFACTORY:PROCEED ❑ PROJECT COMPLETE Ct W ElCORRECT WORK&PROCEED ElISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN EDSTOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. AO AO AC461° White Copy/Inspector's File Canary Copy/Site Notice / NSC/t / DATE Q TIME �- CITY OF ORONO CALLED IN /' /(J INSPECTIONNOTICE To L A,)/ SCHEDULED L ' C-),.CZ— PERMIT NO /7 - VTCJ I1 OMPLETED - AS . ADDRESS /,( ).5 / / Af ' t/ OWNER iLEPH•NE NO. 9 -L3 )) vifi- 66 CONTRACTOR Cniry 61 A t, DESCRIPTION ,/ t I �2 ).'(fifY1 ` , W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL LL. ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING O ❑ FOUNDATION DRAIN TILE 1=1 PLUMBING FINAL 171 TREE REMOVAL ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q 0 FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP El FOUNDATION/REMOVAL . ❑ DEMO-SITE 0 SEPTIC INSTALL C OWNER/CONTRACTOR TO MEET YOU: YES_NO 2 COMM ENTS::1 C' r 4 '44s r pb- 0 J r� I(A.,i 4. t cc • h./si— go! Go/i 1..t 4.Lr ee/Ja' ' - b' ,IA CC • -- " -T ' pc -Fa • i1, O. cc ` 4.1 Qto Uar2�.hLlc d--i-i'Ie sy�'a-M aG0s a ,„, %/ G//pb,rS ST L - OL� s e -;ay\ iia l R:01 h / dr e pod 1e lr` nnz t>to vt.,C per---5p94-.3 ,r 401.6r*rr 73 be inSfaikei aT a fie• t W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE • q CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY OO - fsRRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 :EFORECOVERING 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. ,,/ -4;:S e ti i White Copy/Inspector's File Canary Copy/Site Notice DATE TIME V CITY OF ORO 0 ALLED IN t., Lei-- ________-- o� INSPECTION NOTICE SCHEDULED - 9, e PERMIT NO. A/ OMPLETED ADDRESS / �� 42-2 7-- OWNER �/� T � ONA, O. -r--/ ,- 2,?/-0.5/0 n / V CONTRACTOR M LEPH! I 1/?GC� DESCRIPTION 4/19thil-5 P % 1 /V W ❑ FOOTING❑ 0 DEMO-FINAL 0 SEPTIC FINAL t/. ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING 0 ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP _ ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL . ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO Ei COMMENTS: G Iia a k Q I p i IST /O g J S a ba4rt $pr'a y foe h,, At' riri.S 0 oic rb Go a c lt 0 4. W CC Q 12 2 W Z W CC IQ WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CCW ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY (..) 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 Owner/Contractor on site: Inspector. C2" 50 » A White Copy/Inspector's File Canary Copy/Site Notice CERTIFICATE OF SURVEY for: M&M Home Contractors RECEIVED PROPERTY DESCRIPTIONDEC 2 b 7017 Lot 4, Block 1,BAYSIDE MEADOWS, Hennepin County,Minnesota.ORONO COPY PROPERTY ADDRESS CITY OF ORONO 125 Bayside Trail Orono, MN 55356 PROPOSED ELEVATIONS Garage Floor at drive = 993.6 Top of House Foundation= 994.0 CITY O F ORONO First Floor = 996.2 Lowest Floor = 985.3 City of Orono AREAS&IMPERVIOUS Planning&Zoning Plan Review SITE PLAN '`GRADING PLAN Lot Area = 94,230 sq. ft. Site Plan Review Date: _ t_ w PPROVED Proposed Impervious Area 0 APPROVED WITH REVISIONS House= 2147 sq. ft. PPROVED Garage= 1238 sq. ft. Drive= 3127 sq. ft. APPROVED WITH REVISIONS(see notes 0 DISAPPROVED Walk= 147 sq. ft. (� ILA/ Front ioh = 304msq. ft. DENIED BY 'r�Olf edWQ I/A/ Rear patio(assumed)= 200 sq. ft. Screen porch = 170 sa. ft. 1A/ '—I Total Impervious = 7333 sq. ft. = 7.8% DATE +✓- 2-C1 � L, BENCHMARK Top of HUBS as shown. / / / / — � � \ -992-../ / / / / / // // \ \ -1- / / a o / / / \ \ \y x991.4 / 301.12 S89°5119"Wx985. •,y0.4 -. 976.4 / �r91.18 6.79 r7 a 1,"- R=2 45.0 10 / //t''NZ 74i .M' I 1 1 1/ I rc' Xi / / 0 / I �1, / / �Sa6 / �B2 I� Oe —990 _ / N / 2 / • / \`5/ / I`\\ \ I \ 7^ I / / '" / STORM POND i / /i / / \ ��\ \''�-"\ G� ICE ELEV. 974.7 IN )L / / // i \ \\ O AS OF 12/14/17 0 884/ o / / \ \ I1 \ 0 SB5 / / 0583 / \ \ +�� rn I \ / / / / / Q� /� \ \ \ \\\ \\, ` Li. I � '�' /// 0581 \ / I \ \ \ \ 9� / (p I cn `�`` '�;// /�. VII \ \ \ \v. / 01 \ / l — \ N ---_-- " / 98. I f \ \ rn I w m C W \ \ \\\ z Q o I / c�M \ \\ \ 976 - T 0 QM 2 / c��.— '� \ \ \ \ BO N9 \ * I W m m / �' A 99c=�j�� 'CP OF IHUB \ ,v.,..\ \ ,e� 978 r PROPOSED ) < / �r \ .�LEV. 9✓�9.99 \ \ N 50•-15"D1LV. • 4.07. / z o13 Z / \ J� `\,° I \\ \ \%N9 \ INV.97 ORONS / o r^ o,�o ® ,-- o4 ELE P O968U62 \ \A1C",41e�:�INV. 976.0 N „ 5 ns _ 1( \ \ \ 165-- .V.--2.- Nr:, 1-V.. INLET PROTECT!, ' o / 8 so of \ c,..7 '- REQUIRED \ �z y / ? 3,152 3 Sz 6.0 91.- --y. / lv / 992 X992\ 0/ I °' - 3 1 C� / / � \ � \ <"1 / 00 / / I400 1 ® ,off 111 Os g 6.r•a vt' \ \ 90p- \ / / RET. WALL ..........14.........: ;3 n 9�h. S.00m I 99? <F \ \ \ 101 1 1'7 �;j m ui 9. o / • 980.1/ / --. ilo .96 .,pal 6. ,n �, rn a I / 2' / % j;711:12;°:::,,,,5:;, ....., I 4 i o, 99' I �/ ,'80,, o'�a\8 00 / % go" , GARPOEI�Oo \5,\ l v '1 j 23„ / a� �\ Io Q oo, 1 I z/J / r �� -- / �� / \ ®0 9--------t 'P TOP OF HUB I m/ / I -_-...).g +/ -982 'g8� ECFV. I 3 l I / j By�B X000�.. _� / f/" _.SF / o—/ �' I 4 Q I I TOP OF HUBoaa' I } \ \ 6I7- __I /� c / \3So�0 I \ LEV. 998.6k0.°,9 1 A 1'�'` -4496 1.9 S, / a 1 \- i9 0(AN / m I 993.0 I .o 6. rn, \ \ \ \ \ I ,,, u \ It° I I \ 2 \\ I // S \ \ \ \ \\ \ I \1 /--------;:r0"`"\924 ;o01 / ,o ` \ I 1dJ\ I %m i - •- -/- -Y \ \' � jJ \\ \ \ \ SOURCE OF TOPOGRAPHY P �' i / The source of topography with property limits bgyeQ,jn _ app \ I / I field survey. Some existing contours outside of!ftthad/7 m i / roc, property limits from public UDAR information. �, / —� / s \ o i, I _— o I cc I i i+\\ I / / LEGEND I / �� Denotes Proposed Elevation I / XXX�X Denotes Surace DrainageI I / OROtiUI,OPi Denotes Surface Drainage9905I O Denotes Offset Hub or Spite "�.,.,.� Denotes Drain.and Utility Ease. • Denotes Monument Found ...-a I I 1 I I - I O Denotes Monument Set -980--Denotes Existing Contour I I I 0 20 40 —(984}—Denotes Proposed Contour I I —MS—Denotes Silt Fence, Type Machine Sliced SCALE IN FEET *pp; Denotes Rock !AA/ Construction Entrance ICERTIFICATION 4 SISU LAND SURVEYING / I hereby certify that this plan,specification,or report was prepared /� 10775 POppitz Lane 1 by mes or under S Surveyor supervision and that am f duly Chaska,MN 55318 / Licensed Land Surve r under the laws of the State of Minnesota. 41, 612-418-6828 44,44 7 � 12/26/17 Curtiss J. Kollio, Lic. No. 26909 Date I JOB NO.: 1 764 'gcpCQIN wve daka I • lq • i V 2_011 -p I(6r N 0/4 u-• bDATE TIME CITY OF ORONO CALLED IN INSPECTION t PT RCE SCHEDULED 3-7--/Y Ts() PERMIT NO. o'111 !-0I(p COMPLETED ADDRESS (e25 0161 d-o rrA-, I OWNER / TELEPHONE N 19 "10 Q CONTRACTOR '� r/0....-1.- -. DESCRIPTION PC (ti ( i Ccs! 1/IS L ❑ FOOTING ❑ DEMONAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUM RI 0 EXCAV/GRADING/FILLING Q0 FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL 2 ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL , ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES NO 9 COMMENTS: if:p.'d cf'ryr'o-arae" IriS✓itt%or, 4�✓Sep•»S t7�td ayct p0r+�ef' o✓1S st.a1ei 0 pi:// cpit- 0 /Qa dvn old of d7' v. G. gr• a14. , > W cc Q 4/.... CC CJ IQ "SIWORK SATISFACTORY:PROCEED 1:1PROJECT COMPLETE W a CORRECT WORK&PROCEED 9 ISSUE CERTIFICATE OF OCCUPANCY 0 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 9 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. V;Saw. g White Copy/inspector's File Canary Copy/Site Notice DATE TIME 'l CITY OF ORONO CALLED IN INSPECTION NOTICESCHEDULED ,3-13 I- /.0.,: e).PERMIT NO. '- 0 S COMPLETE ADDRESS 1 5 ,- Id Q r� OWNER TELEPHONE NO. ;- CONTRACTOR /1/1 d 14 ri a& • DESCRIPTION < +' _— ",- WFOOTING 0 DEMO-FINAL 0 SEPTICFINAL Q'0 POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING C ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS is ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL _ ❑ DEMO-SITE 0 SEPTIC INSTALL ZJ �r� OWNERfCONTRACTOR TO MEET YOU:_YES_NOiit SP oil h COMMENTS: '50,6 - 9) f firs. er f /J 4 cc Q. o ..- Sees- c•< cc - ip/`DUi ik .SP#VO z 46es �,- 4 e 01.-- O. -to ip Lu R .T W Z W O; CI IQ 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE CC W OARECT WORK&PROCEED 9 ISSUE CERTIFICATE OF OCCUPANCY IZ 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 ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor.ite: r. Inspecto White Copyllnspector's File Canary Copy/Sits Notice �� �r 1•3/5E TIME \/ CITY OF O ONO ,7LED IN / /" INSPECTION T . "" HEDULED WNW a' PERMIT NO. ��� !-'OM ED ADDRESS / Al Af / ' r OWNER TELEP"a NE NO. - 2.?'-° • CONTRACTOR fr/a 4 DESCRIPTION - c<J lu ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL 5 ❑ POURED WALL 0 PLUMBING RI (J 0 EXCAV/GRADING/FILLING C 0 FOUNDATION DRAIN TILE ❑ PLUMBING FINAL 0 TREE REMOVAL Z ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q XFRAMING 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 OWNERICONTRACTOR TO MEET YOU:_YES_NO c o V"\P( atli ✓ire.c(--- a44Lccl cc COMMENTS: S iA- W A./�. . - y- 3 - /V Q.CCJ 0 a.. Pry -fir #04.t 6, <0e /41.4. xs ai -ro-o Qi/ Lir ier ) 4J� amp- I /a " -!,v ,tel/fieelr .,---/w4-4,c 71,f4dcc i .r,'/ j _ r r'CG6 --. DK , /aiV5i • W 0 WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN IDSTOP 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. //PI' White Copyllnapector's File Canary CopylSite Notice V DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE <- SCHEDULED q-11-121 7'30 PERMIT NO. a0///—I/l i,-)04COMPLETED ADDRESS /�5- , ,5/o& T? T- OWNER �/�TELEPHONE NO.1 SO-37 �J CONTRACTOR /"► /VI DESCRIPTION W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL I4. ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING ✓ 0 FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL C 2 ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION _ ,,,❑,,,.........//////FRAMING 0 MECHANICAL FINAL EI RATED WALLS ULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT v 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 IC 2 OWNER/CONTRACTOR TOMEET YOU: ES_NO O MENTS: GS T al-‘- W a 1),- t7- s�� /vim 5f • 0 £ir.pc rreco-s 12 v540- Cam W Q �0/� ---'-- , --- - k lf7 ,71 11(-k Of" f "(%' IQ cc ef 7-7 a © rd L° Lu 0 .'-K SA FACTORY:PROCEED 0 PROJECT COMPLETE CCLU CORRECT WORK&PROCEED CI ISSUE CERTIFICATE OF OCCUPANCY C ❑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 ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContra site: e Inspector: 4 White Copy/Inspector's File Canary CopylSite Notice Christine Mattson From: Christine Mattson Sent: Thursday, February 22, 2018 11:13 AM To: 'Mike Fritz' Cc: 'bmerritt@mortgagecapitalmn.com'; Roger Peitso; 'Brian Fritz';Curt Kallio Subject: RE: 125 Bayside Trail/#2017-01658 Good Morning Mike, A full-size copy of the foundation as-built survey was received,thank you. Please provide the City with another full-size copy of the survey dated 1-30-18. We need this to prepare a new"Site Copy"for the construction site. Please have your surveyor mail us a full-size copy at his earliest convenience. As soon as I have the new site copy ready for pick up we will contact you. The current(outdated)site copy will need to be brought into City hall when you pick up the new site copy. Please don't hesitate to contact me if you have any questions. 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) 9 952.249.4620 I A 952.249.4616 ®cmattson@ci.orono.mn.us I -1� www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm From:Christine Mattson Sent: Friday, February 02,201810:11 AM To: 'Mike Fritz'<mfritz@mandmquality.com> Cc: 'bmerritt@mortgagecapitalmn.com'<bmerritt@mortgagecapitalmn.com>; Roger Peitso<rpeitso@ci.orono.mn.us>; 'Brian Fritz'<bfritz@mandmquality.com> Subject: RE: 125 Bayside Trail/#2017-01658 Mike, Our engineer has reviewed and approved the grades changes at 125 Bayside Trail. Please provide us with two full-size copies of the survey.We will notify you when the new site copy is ready to be picked up. Don't hesitate to contact me with any questions. Christine Mattson Planning Assistant City of Orono 1 2750 Kelley Parkway I Orono MN 155356(physical address) PO Box 66 1 Crystal Bay ( MN 55323-0066(mailing address) 9 952.249.4620 ( 8 952.249.4616 ® cmattson@ci.orono.mn.us I www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, February 19,2018 From:Christine Mattson Sent:Tuesday,January 30,20181:12 PM To: 'Mike Fritz'<mfritz@mandmg ality.com> Cc: 'bmerritt@mortgagecapitalmn.com'<bmerritt@morteaeecapitalmn.com>; Roger Peitso<rpeitso@ci.orono.mn.us>; 'Brian Fritz'<bfritz@mandmauality.com> Subject: 125 Bayside Trail/#2017-01658 Mike, As we discussed on the phone today,while I was reviewing the electronic copy of the foundation as-built survey I noticed the as-built top of foundation elevations did not match the proposed. I called the surveyor and he informed me the foundation was raised three feet. We recalculated the building height based on the higher foundation elevation and the house still falls within the defined height of 30'. In the future,if field changes occur,or need to occur,you must notify me of the changes and a revised plan must be submitted and approved be ore the changes are made. We will need a full-size copy of the foundation as-built for our records. Before any work can continue on the site, please submit two full-size paper copies of the updated survey showing newly proposed grading. We will review and notify you when the new site copy is ready for pickup. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono MN 155356(physical address) PO Box 66 ( Crystal Bay I MN 55323-0066(mailing address) It 952.249.4620 8 952.249.4616 ® cmattson@ci.orono.mn.us I -1� www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, February 19,2018 2 Christine Mattson From: Christine Mattson Sent: Friday, February 02, 2018 10:11 AM To: 'Mike Fritz' Cc: 'bmerritt@mortgagecapitalmn.com'; Roger Peitso; 'Brian Fritz' Subject: RE: 125 Bayside Trail/#2017-01658 Mike, Our engineer has reviewed and approved the grades changes at 125 Bayside Trail. Please provide us with two full-size copies of the survey.We will notify you when the new site copy is ready to be picked up. Don't hesitate to contact me with any questions. 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) 9 952.249.4620 18 952.249.4616 ® cmattson@ci.orono.mn.us ( -2� www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, February 19,2018 From:Christine Mattson Sent:Tuesday,January 30,20181:12 PM To: 'Mike Fritz'<mfritz@mandmquality.com> Cc: 'bmerritt@mortgagecapitalmn.com'<bmerritt@mortgagecapitaimn.com>; Roger Peitso<rpeitso@ci.orono.mn.us>; 'Brian Fritz'<bfritz@mandmquality.com> Subject: 125 Bayside Trail/#2017-01658 Mike, As we discussed on the phone today,while I was reviewing the electronic copy of the foundation as-built survey I noticed the as-built top of foundation elevations did not match the proposed. I called the surveyor and he informed me the foundation was raised three feet. We recalculated the building height based on the higher foundation elevation and the house still falls within the defined height of 30'. In the future,if field changes occur,or need to occur,you must notify me of the changes and a revised plan must be submitted and approved before the changes are made. We will need a full-size copy of the foundation as-built for our records. Before any work can continue on the site, please submit two full-size paper copies of the updated survey showing newly proposed grading. We will review and notify you when the new site copy is ready for pickup. 1 Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono ( MN 155356(physical address) PO Box 66 1 Crystal Bay I MN 55323-0066 (mailing address) 9 952.249.4620 8 952.249.4616 ® cmattson@ci.orono.mn.us I -1� www.ci.orono.mn.us Office Hours: Monday-Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, February 19,2018 2 Christine Mattson From: Christine Mattson Sent: Tuesday,January 30, 2018 1:12 PM To: 'Mike Fritz' Cc: 'bmerritt@mortgagecapitalmn.com'; Roger Peitso; 'Brian Fritz' Subject: 125 Bayside Trail/#2017-01658 Mike, As we discussed on the phone today,while I was reviewing the electronic copy of the foundation as-built survey I noticed the as-built top of foundation elevations did not match the proposed. I called the surveyor and he informed me the foundation was raised three feet. We recalculated the building height based on the higher foundation elevation and the house still falls within the defined height of 30'. In the future, if field changes occur,or need to occur,you must notify me of the changes and a revised plan must be submitted and approved before the changes are made. We will need a full-size copy of the foundation as-built for our records. Before any work can continue on the site, please submit two full-size paper copies of the updated survey showing newly proposed grading. We will review and notify you when the new site copy is ready for pickup. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono MN 155356(physical address) PO Box 66 1 Crystal Bay ( MN 55323-0066(mailing address) 9 952.249.4620 A 952.249.4616 ®cmattson@ci.orono.mn.us -1� www.ci.orono.mn.us Office Hours: Monday-Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, February 19,2018 1