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HomeMy WebLinkAboutIssuance of Permits check off list • CHECK OFF LIST FOR ISSUANCE OF PERMITS /d"S"90 FOR OFFICE -USE ONLY .DDRESS OR LEGAL DESCRIPTION: -7 7'o /z )/ PID: 6AA • �2`'r S . DESCRIPTION OF WORK: �h a � Ian S -"�`JG' w.a � D� T° ' AO D M 1 T &xl e'rv'r►eY-" ------------------ -- -------------------------------------------------------------------- ZONING REVIEW BY: DATE APPROVED: BUILDING REVIEW BY: DATE APPROVED: =/6 •C110 PERMIT ISSUED BY: DATE: -------------------------------------------------------------- ---- FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes No SEWER UNIT $ PLAN REVIEW Yes 1.10, No SEWER CONNECTION STATE SURCHARGE Yes " No WATER CONNECTION PENALTY Yes No ,./ PARK FEE SAC Yes No SITE INSPECTION OTHER (specify) �-Q ZONING CHECK LIST -----------------Zoning District /`�-�- -------------------- Fire Department: L L- Post Office: - School District: d9✓2-JN O Lot Area: A Width: D Depth: T Survey Submitted: Yes- No Date of Survey: 7 - 2 - 87 o fS Proposed Setbacks : Front ' (ha c) : l 2 s Right Side Rear ( � :� 3� + -� Left Side: �a / Adjacent Structures: !� yrtlN.�� FfS• Wetland: -'-� Existing Proposed Hardcover: 0-75 ' 75-250 ' A, Hardcover Variance Required: Yes No !t. Date of Council Approval: Grading: Staff Approval Date: .-'J`7 O By:,/,V%4� Council Approval Date: Septic: Staff Approval Date: NO Co^Jj'-�LIC_- By:� Zoning File: # Resolution #: 'V Resolution Date: REMARKS (in house) : Om l-M W, (OkI &o-y '1 Tp joA Elrn- 10' J P1'XAe44 TQ /40u.S6 F,2o�r. (' rCPrCs� . tN1 L� �� �; t{/GSD/� G 5Z-4>rc -5"yu �.� Ply /?,9 6N14a� P PA_A.1J 1 BUILDING REVIEW CHECK LIST DBC: gS 2- _2, CONSTRUCTION TYPE: 5�- BLDG SIZE: H. L. W. Sq Footage $ Per Sq Ftg Basement x = 1st Floor x - 2nd Floor x - Garage x �f17 6" SPO per'K- u Co x S o o = T TOTAL Estimated Construction Value: $ g,6 Inspections Required: Work Requiring Separate Permits: Site Plumbing Grading/Filling _Footing Mechanical Fire Framing Well Water Connection Insulation Septic Sewer Connection Wall Board Fireplace Other =Final (Masonry) Other (Manufactured) REMARKS (IN HOUSE) : --------------------------------------------- REVIEW BY OTHERS: DATE: Access: Existing New Access Approval: Date By: --------------------------------------------- REMARKS (TO BE NOTED ON PERMIT) : i 9 EXTERIOR ENVELOPE ENERGY CODE COMPUTATION WORKSHEET To Determine Cmpliance with the Minnesota Energy Code (Section 502 of the State Amended 1983 Model Energy Code) Project Title Site Address I. EXPOSED WALL CALCULATIONS AREA "U" VALUE AREA, x "U" A: Opaque Wall 1. Masonry/Concrete a. x = b. x = C. x = 2. Foundaticn Wall (Above Gr e) a. x = b. x = 3. Wood Frame Wall a. Insulated Area x b. Framing Area (Ave. 15% at 16" oc) x = c. Framing Area (Ave. 10% at 24" oc) x = 4. Peripheral Floor Edge/Rim Joist a. x = b. x = B. Glazing 1. Windows a. x = b. x = 2. Doors x = C. Doors 1. wood a. Solid x = b. With storm door x = 2. Metal x = 3. Overhead + x = 4. Other x = D. TOTAL WAIL ARTA, sq. ft..................... E. TOTAL of AREA, x "U"................................................... IL ROOF/CEILING CALCULATIONS A. Roof/Ceiling Insulated Area x B. Roof/Ceiling Framing (Ave. 15% at 16" oc) x = C. Roof/Ceiling Framing (Ave. 10% at 24" oc) x = D. Skylight x = E. TOM ROOF/ICEILING AREA sq. ft.............. F. TOTAL OF AREA X "U" .................................................. 10 r III. BUILDING ENVELOPE REQUIREMENTS TOM ARFA RDQUIM nu" ALLOWABLE (Fran I.D & II.E) (From V.) (Area x "U") A. Exposed Wall: x B. Roof/Ceiling: x C. TOTAL ALLOWABLE BUILDM ENVELOPE (Total of A & B above) ... IV. ACTUAL BUILDING ENVELOPE ACTUAL (Area x "U") A. Exposed Wall (From I.E) B. Roof/Ceiling (Fran II.F) C. T07!AL ALT= BUILDIM ENVELOPE (Total of A & B) ............ *(Meets code requirements if less than III.C) V. REQUIItED "U" VALUES �LI� ROOF/CEILING Detached one and two family dwellings .11 .026 * MUlti-Family Residential Buildings ..238 .033 (3 stories or less in height) * All Other Construction Types (3 stories or less) .238 .06 * All Other Construction Types (More than 3 stories) .28 .06 i * Based on 8007 heating degree days (Mpls/St. Paul) Adjust "U" values accordingly for other locations CERTIFICATION I hereby certify that I have catpleted the above information and that it cxmplies.with the Minnesota State Energy Code. Signature Date BCSD 3-89 11 CC/SM/6574 -CONSTRUCTION R VALUE WALL FRAMING SECTION: 1 Interior air film 0.6R 2 3 inches soft wood 4 0------------- 5 F Exterior air film n. 17 TOTAL R - U - 1/R - WALL SECTION (INSULATED) �1 Interior air film n.68 2 3 4 B5 F, Exterior air flim 0. 17 TOTAL R - U - 1/R - RIM JOIST SECTION: 1 Interior air film n.68 2 3 5 - 6 Exterior air film f1. i7 Is TOTAL,R - FOUNDATION INSULATION REQUIRED: Min. R-5 on entire wall OR U - i/R - . a•a .;:;a Min. R-10 down to frost depth • . A; FOUNDATION SECTION: e.--"- 1 Interior air film •.� 2 • . .'A = 4 Exterior air film x. 17 a.. A• A.• G A (5 � • �, •• '4 TOTAL R - U - 1/R - SLAB ON GRADE Q tea. ," • ,• , ,yvi 4 '� ,: �1• .- • ' 4• • as as .. • • • , 0.41. eae Minimum R = 8.5 , ' . p' . • • .. Unheated Slabs: • as Q s Minimum R = 6.2 ' . - 4•a 4•.••a 'a 4��: `: q 12 page 3 ., CONSTRUCTION R VALUE- CEILING SECTION (INSULATED) : 1 Interior air film 2 3 3 4 4 Exterior air film (stili) n.Al TOTAL R = U - 1/R � CEILING FRAMING SECTION: I L@ 5 1 Interior air film 0•61 2 AIR VENTED 4 Interior air film stilt 0 1 FLOW 5 inches soft wood TOTAL R - U i/R = CEILING SECTION (INSULATED) : ^b2S17rJ ,"�3�'i&Ta�+.3Ss�?.� b 1' Interior air film n.Fl 2 3 4 Exterior air film still 6.61 oil TOTAL, R = U � 1/R = I 2 3 4 5 CEILING, FRAMING, SECTION: 1• Interior air film n.6i VENTED 2 3 4 Exterior air film still n.6J • 5 Inches soft wood TOTAL R = U = t/R = 3 4 5 • ,_. ,;: ;�•=* "., i Inside air film 4 / I 2 S Outside air film n.17 TOTAL R 13 Page 4 GUIDELINE TO (R) FACTORS FROM ASHRAE MANUAL OF TYPICALLY USED, PRODUCTS AIR FILMS (R) SHEATHING (R) Interior Air Film (Walls) 0.68 3/4" Wood Subfloor or Sheathing 0.94 Exterior Air Film (Walls) 0.17 1/2" Plywood Sheathing 0.62 Interior Air Film (Vented Ceiling 0.61 1/2" Particle Board 0.66 Exterior Air Film (Vented Ceiling 0.61 Gypsum or Plaster Board 3/8" 0.32 Interior Air Film (Non Vented) 0.61 Gypsum or Plaster Board 1/2" 0.45 Exterior Air Film (Non Vented) 0.17 Gypsum or Plaster Board 5/8" 0.56 Plywood 3/8" 0.47 Plywood 1/2" 0.62 BLOWING WOOLS Plywood 3/4" 0.93 Approx. 3" 9.00 Sheathing, Reg. Density 1/2" 1 .32 Approx. 4 1/2" 13.00 Sheathing, Reg. Density 25/32 2.06 Approx. 6 1/4" 19.00 Nail-Base Sheathing 1/2" 1 .14 Approx. 7 1/4" 24.00 Approx. 14" 30.00 ROOFS Approx. 18" 40.00 - Built-up Roofs 0.33 All other insulation materials must Asbestos-Cement Shingles 0.21 be verified (R Factor) Asphalt Roll Roofing 0.13 Asphalt Shingles 0.44 INSULATION Insulation: 2-2 3/4" Fiberglass 7.00 SIDING Insulation: 3 1/2" Fiberglass 11 .00 Aluminum Siding 0.61 Insulation: 6" Fiberglass 19.00 Aluminum with Backer 1 .82 Insulation: 3 5/8" Fiberglass 13.00 -Aluminum with Backer & Foiled 2.96 Insulation: 9" Fiberglass 30.00 1/2 x 8 Lap Siding (Wood) 0.81 Insulation: 12" Fiberglass 38.00 7/16 x 12 Hardboard Siding 0.67 Insulation: 8" Cellulose 29.00 Asbestos Sidings 1/4 Lapped 0.21 Insulation: 10" Cellulose 37.00 Stucco (Brown and Finish Coat) ---- Insulation: 12" Cellulose 44.00 Insulation: 1 1/2" Thermax 12.00 Insulation: 2" Thermax 16.00 DOORS (U 1 3/4" Solid Core Door .46 WOODS w/Storm, Wood .31 Fir, Pine & Similar Soft Woods w/Storm, Metal .26 1 1/2" 1 .89 Pease Steel Door Insl/N/GL 7.45R .13 2 1/2" 3.12 Sliding Glass Door, Wood .65 3 1/2" 4.35 Metal .72 5 1/2" 6.87 CONCRETE BLOCK WINDOWS 8" Concrete Block (S & G Reg. ) 1 .11 All Windows (Filled with Vermiculite) 1 .93 (w/Storms 1" to 4" Space) .56 12" Concrete Block (S & G Reg.) 1 .28 Removal Double Glazing (RDG) .55 (Filled with Vermiculite) 3.15 Thermo or Welded 3/16" Air Space .69 8" Light Weight 2.18 1/4" Air. Space .65 (Filled with Vermiculite) 5.03 1/2" Air Space .58 12 Light Weight 2.48 (Other windows specifically tested (Filled with Vermiculite) 5.82 can use better ratings) 14 Page 5 r r ENERGY CODE DESIGN BY ACCEPTABLE PRACTICE To Determine Compliance with the Minnesota Energy Code (Section 602 of the State Amended 1983 Model Energy Code) This form is oily applicable do detached one-and two-family dwellings. The requirements herei are based cn Table No. 6-11 in lieu of the criteria specified in Sections 602.2.1, .2 and .3. Building Address Contractor or Owner Building Element "R" Values Area (sq ft) of Ext. Walls Ceilings Design Req'd 38 Walls (exterior) Design Req'd 20 (w/o fdn) Floors (over unheated spaces) Design Req'd 20 *Windows (in bldgs w/o Design Req'd 12 sliding glass door) (glass) *Windows (in bldgs with a Design Req'd 10 sliding glass door) (glass) Foundation Walls Design Req'd 5 (when insulating full depth of foundaticn wall) Design Req'd 10 (when insulating only to frost depth and footings extend below) Slab-cm-grade floors Design Req'd (See Figure No. 3) **Doors (1-3/4" metal faced) Design Req'd 3 * All windows shall be double glazed or have storm windows ** Conventional doors other than metal require a storm door 10�rjLF KATION I hereby certify that I have coapleted the above information and that it complies with the Minnesota State Energy Code. Signature Date BCSD 3-89 15 CC/SM/6593 MINIMUM STANDARDS CITY OF ORONO Single Family Residential Zoning Districts I. MINIMUM LOT REQUIREMENTS Lot Setbacks (required yard areas) Section Zone Area Width Front Rear Side Side/Street 10.27.5(B) RR-lA 5 Ac. 300' 100' 100' 50' 100' 10.28.5(B) RR-1B 2 Ac. 200' 50' 50' 30' 50' 10.23.6(B) LR-lA 2 Ac. 200' 50' 50' 30' 50' 10.20.5(B) R-lA 1 Ac. 140' 35' 30' 10' 35' 10.24.5(B) LR-1B 1 Ac. 140' 35' 30' 10' 35' 10.21.5(B) R-1B h Ac. 100' 30' 30' 10' 15' 10.25.6(B) LR-1C h Ac. 100' 30' 30' 10' 15' & LR-1C-1 II. SHORELANDS/WETLANDS SETBACK Lakeshore Setback: 75' minimum (Section 10.22.1), measured from the Ordinary High Water Mark (elevation 929.4' for Lake Minnetonka). Average Lakeshore Setback: Defined by a line drawn between adjacent residence structures (Section 10.22.2). Lakeshore construction must meet 75' minimum setback and average lakeshore setback requirements. Wetlands Setback: 26' minimum (Section 10.55.8) - No building, excavation, grading, or filling allowed in wetlands nor within 26' of wetlands. III. GENERAL BUIJDING REQUIREMENTS Building Height: 30' maximum Minimum Floor Area: None Hardcover Ordinance: Lot hardcover limited on all properties within 1,000' of lakeshore (refer to Hardcover Worksheet attached) IV. ACCESSORY BUILDINGS (_Section 10.03.7-15) Maximum Floor Area: 1,000 s.f. (except barn, stable or greenhouse) Setbacks: Same front yard (street) setback as zone All zones - Side: 10' Rear: 5' (except garages 1014 Structure-to-Structure: 10' Detached Garage: minimum 30' to street if doors face street (but no closer to street than principal structure) Height: No greater than principal residence structure (except barns or stables) NOTE: All accessory buildings on double-frontage lots ("through lots") require a Conditional Use Permit. Lakeshore Lots: Accessory structures must be located to meet principal structure lakeshore setbacks (75' from shoreline and average lakeshore setback defined by adjacent residence structures). Also, detached garages may be located 10' from street lot line if doors face to the side. 16 CITY of ORONO Post Office Box 66•Crystal Bay,Minnesota 55323•Municipal Offices • e e •. On the North Shore of Lake Minnetonka INSTRUCTIONS FOR COMPLETING HARDCOVER CALCULATION WORKSHEET 1. Circle which setback zone (0-751, 75-2501, etc.) the calculation is for. 2. For each item of hardcover within that zone, enter the length and width, and multiply to get square footage (s.f.). 3. Add up all the square footages to get total square footage of hardcover. 4. Divide by the total area of property within the zone and multiply by 100 to get percentage of hardcover in the zone. 5. If changes in hardcover are proposed, you should do a "before" worksheet and and "after" worksheet. If either results in percentages greater than those allowed, contact City staff before proceeding with your project planning! HARDCOVER ORDINANCE - In 1975, the Orono City Council adopted an ordinance limiting the percentage of lot area that can be covered with impervious surfaces ("hardcover") such as roofs, driveways, sidewalks, etc. on properties located within 1,000 feet of a lake. Studies have shown that sediments, oils, and debris carried into the lake from highly urbanized areas have a detrimental impact on the quality of water in the lake. The intent of Orono's ordinance is to ensure that rainfall run-off will be cleansed by filtering through grassed or vegetated yard areas before entering the lake. Hardcover Zones - Allowed Percentages: 0-75' 0% 75-250 ' 25% 250-500' 30% 500-1000 ' 35% Hardcover includes: - Roofs - Sidewalks - Paved or gravel driveways - Patios & decks (includes slatted decks) - Tops of retaining walls & rock walls - Decorative landscape areas underlain by plastic sheeting or fabric - Any other surface that does not allow direct absorption of rainfall into the ground BUILDING&ZONING—473-7357 • ADMINISTRATION&FINANCE—473-7358 • PUBLIC WORKS—473-7359 ASSESSING 17 L.K.wTNn+c-roNKa � - sxoaguNe I)6HNe'D $AMPLE HARDCOVER CALCULATIONS Ar AMSV- 9Z9.y F (Note: Use a survey for a base map) X51 0 1 Area of 0-75 ' zone: �l 75 ' x 110 ' = [8,250 s.f. Area of 75-250 ' zone: 1 F r° (112' 2 1521 ) x 100 ' ® _ 13 ,200 s.f . / p o' aw 25 ® W i 0' 2M � 1527 1 © 1 IV' (Zo,4D RARKOVER CALICILATIall MkMIMT WIROCNER CALCUATIOR IA)RIC51 SETSACK ZORII (CIRCLE ONE 0-1S' 15-2SO' $SQ-$00• $00-IM, SMACK ZOME1 (CIRCLE ONE) 0-1S' 2SO-S00' 500-1000• ExistlRI IIAEOCOVER iE Zore EKIar1NE IWlocovEN IE ZERI A. ROUSE /Q J, x A. 110NSE 20 .-20 -_.Ls.r. O LENGTH WIDTH LENGTH WIDTH //,��(/,J� �—x 30 - 2 .L�S.F.O X S.F. x S.F. x S.F. x S.F. x . S.f X S.F. �' - ��}/ 3 a. GARAGE x S.F. S. GARAGE �1�x 2M S.r. O C. DRIVEWAY S S.F. C. ORIVEHAT 2-0—x 2,Q_ x S.F. x D. SIEENALS x s.r. D. SIDEWALK _x -'_ F 8 x� -�_S.F. O E. OEAT10/ S S.F. !D E. WIG/ x S./- PP S' �� CK CA lam/ I Z's x S.F. 1�L 10 ..LGZ0 a.F. '� FAAWosEAFE x s.r. F.LANOSCAFE x AREAS AREAS UNDERLAID WIEENLAIM ST Y PLASTICx S.I. PLASTIC S.F. MEETING $HEETINO x S.F. x D"\i6WAY--LL1—x S.OTHER x I.F. E.OTHER x S.F. TOTAL RARocoveN Ir ZaE - �/L( S.F. wvEa TOTAL UcoR Zaw TOTAL PRMMTV AREA IN.ZEEE - 8471-S-0 S.F. M TOTAL PRO►ENTV ARIA 1011011E - �0 S.F. x 100 x 100- O 18 ' HARDCOVER CALCULATION WORKSHEET SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' 500-1000' EXISTING HARDCOVER IN ZONE -------------------------- A. HOUSE x = S.F. LENGTH WIDTH x = S.F. x = S.F. x = S.F. x = S.F. B. GARAGE x = S.F. C. DRIVEWAY x = S.F. x = S.F. D.. SIDEWALK x = S.F. x = S.F. x = S.F. E. ATIOI �ECK x = S.F. F.LANDSCAPE x = S.F. AREAS UNDERLAIN BY x = S.F. PLASTIC SHEETING x = S.F. x = S.F. G. OTHER x S.F. ------------- TOTAL HARDCOVER IN ZONE - S.F. IE TOTAL PROPERTY AREA IN ZONE - S.F. Eil A ; El-. x 100 = 19 HARDCOVER CALCULATION WORKSHEET SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' 500-1000' EXISTING HARDCOVER IN ZONE -------------------------- A. HOUSE X = S.F. LENGTH WIDTH X = S.F. X = S.F. X = S.F. X = S.F. B. GARAGE X = S.F. C. DRIVEWAY X = S.F. X = S.F. D.. SIDEWALK X = S.F. X = S.F. X = S.F. E. EATIO/ ECK x = S.F. F.LANDSCAPE X = S.F. AREAS UNDERLAIN BY X = + S.F. PLASTIC SHEETING X = S.F. X = S.F. G. OTHER X = S.F. TOTAL HARDCOVER IN ZONE - S.F. TOTAL PROPERTY AREA IN ZONE - S.F. X lOO = 20 ® CITY of ORONO Post Office Box 66•Crystal Bay,Minnesota 55323•Municipal Offices OF On the North Shore of Lake Minnetonka ORONO­ SOILS AND SITE EVALUATION FOR SEPTIC SYSTEMS (IF APPLICABLE) Determination of site suitability for the use of an on-site sewage treatment system is one of the .most important factors in planning your home. Soil capabilities, water table depth or seasonally saturated zones, topography and structure locations must be considered to ensure a system that will work effectively. IN MOST OF ORONO' S 2 AND 5 ACRE ZONES ,CITY SEWERS ARE NOT PROJECTED TO BE INSTALLED IN THE FORESEEABLE FUTURE. Your drainfield must serve you for a long time . Orono Code requires that a minimum of 10 ,000 square feet of suitable area be set aside on your lot for use as drainfield. This will allow sufficient room for expansion or reconstruction of your drainfield as necessary. PLEASE READ ALL INSTRUCTIONS AND FOLLOW THEM CAREFULLY: 1. CONTACT AN MPGA-CERTIFIED SITE EVALUATOR (LIST AVAILABLE) AND THE ORONO SEPTIC SYSTEM INSPECTOR. MEET WITH THEM ON THE SITE TO DISCUSS POSSIBLE LOCATIONS FOR THE HOUSE, DRAINFIELD, AND ACCESSORY STRUCTURES. STAKE OUT THE PROPOSED DRAINFIELD SITES. A. BOTH A PRIMARY AND ALTERNATE (FUTURE) DRAINFIELD SITE MUST BE DELINEATED, EACH THE APPROXIMATE EQUIVALENT OF 50- X 100- IN AREA. B. SEE BACK OF THIS SHEET FOR SYSTEM LOCATION SETBACKS AND GENERAL REQUIREMENTS. 2. AFTER THE DRAINFIELD LOCATIONS HAVE BEEN SELECTED AND STAKED, MAKE SOIL BORINGS AT THE APPROXIMATE CORNERS OF EACH DRAINFIELD SITE. WHERE SITES ARE ADJACENT, COMMON CORNER BORINGS ARE ACCEPTABLE. THEN, MAKE AT LEAST ONE ADDITIONAL BORING IN THE APPROXIMATE CENTER OF THE SITE o Sones goE:N�- � PERc -1-Es'r PRt�-2y SOS -i`(P)CAFt- PRlrnnRy O' SO !op' too 3. BASED ON THE PRESENCE OR ABSENCE OF LIMITING FACTORS (SOIL MOTTLING, ACTUAL WATER TABLE, BEDROCK, OR HEAVY CLAY LAYERS) ENCOUNTERED IN THE BORINGS, EITHER PROCEED WITH PERCOLATION TESTS OR MAKE ADDITIONAL BORINGS UNTIL AN AREA OF ADEQUATE SOILS AND SIZE IS DEFINED, AND RESTAKE AS NECESSARY. PERCOLATION HOLE DEPTH - FOR TRENCHES: SAME DEPTH AS BOTTOM OF PROPOSED TRENCHES FOR MOUND: 12"-24' DEPTH AT LEAST '3 PERCOLATION TEST HOLES ARE REQUIRED FOR EACH SITE. 4. A SITE PLAN DRAWN TO SCALE IS REQUIRED. SEE HACK OF THIS SHEET FOR DETAILS. FAILURE TO SUBMIT THE PROPER SITE PLAN WILL RESULT IN DELAYS IN THE REVIEW PROCESS UNTIL THE SITE PLAN IS SUBMITTED. S. STAKES TO BE USED TO OUTLINE THE DRAINFIELD SITES MUST BE A MINIMUM OF 2' OUT OF THE GROUND. THEY MUST BE OF A STURDY MATERIAL AND MUST REMAIN IN PLACE UNTIL THE SYSTEM HAS BEEN INSTALLED AND INSPECTED. ABSOLUTELY NO CONSTRUCTION TRAFFIC OR GRADING OF ANY KIND IS PERMITTED IN THIS AREA. IF YOU HAVE ANY QUESTIONS, OR IF PROBLEMS ARISE DURING TESTING, PLEASE CALL FOR ADVICE. (BUILDING AND ZONING DEPARTMENT - 473-7357) BUILDING Ac ZONING-473-7357 • ADMINISTRATION&FINANCE-473-7358 • PUBLIC WORKS-473.7359 ASSESSING 21 STANDARD REPORT FORMS REQUIRED: ALL SOIL BORING LOGS, PERCOLATION TESTS, AND SYSTEM DESIGN PROPOSALS MUST BE REPORTED ON STANDARD REPORT FORMS (MOST SITE EVALUATORS CURRENTLY USE THE STANDARD PERCOLATION TEST AND SOIL BORING LOGS). THE SITE PLAN MUST BE ATTACHED, AND THE ENTIRE PACKAGE SUBMITTED FOR REVIEW AT ONE TIME. PIECEMEAL SUBMITTALS WILL DELAY PROCESSING. NOTE: IF A SITE EVALUATION WAS PERFORMED ON YOUR LOT DURING THE SUBDIVISION PROCESS, THE RESULTS ARE -' AVAILABLE FROM THE BUILDING AND ZONING DEPARTMENT (473-7357) . YOU MUST STILL SUBMIT A SITE PLAN AND SYSTEM DESIGN PROPOSAL. SITE PLAN REQUIREMENTS. SITE PLAN SHOULD BE TO SCALE (PREFERABLY 1" 201, 40' or 501) AND MUST INCLUDE THE FOLLOWING: A. ALL PROPERTY LINES AND LOT DIMENSIONS. B. ALL EXISTING AND PROPOSED STRUCTURES. C. ALL EXISTING AND PROPOSED WELL LOCATIONS AND/OR WATER SUPPLY PIPING. D. RELATIVE ELEVATIONS OF HOUSE, LOT CORNERS, TANKS, AND DRAINFIELD SITES. E. SLOPE OF GROUND AT DRAINFIELD SITES (CONTOUR LINES OR SLOPE DIRECTION ARROWS AND SLOPE 8). F. LOCATION OF ALL PERCOLATION TEST HOLES AND SOIL BORINGS, WITH IDENTIFYING SYMBOLS AND RELATIVE GROUND ELEVATIONS OF EACH. G. PRIMARY AND ALTERNATE DRAINFIELD AREAS IDENTIFIED. H. DISTANCE FROM PRIMARY AND ALTERNATE DRAINFIELD AREAS TO PROPERTY LINES, WELLS, AND ANY MARSH, LAKE, STREAM, OR DRAINAGE CHANNEL WITHIN 75' OF ANY PART OF THE SYSTEM. fffwwfwfffwwwwww►►wa+ttwfwfwfrwwffwwwrwffwwwtwffwwwwtwwwwwfwwfww+twwwffwfrrwwwwffwfwfwfffwwwwwwfffwfwffwf GENERAL SEPTIC SYSTEM REQUIREMENTS 1. THE TRENCH DRAINFIELD SYSTEM IS STANDARD AND MUST BE USED WHENEVER POSSIBLE. MOUND SYSTEMS MAY BE SUITABLE FOR NEW DEVELOPMENT AND FOR REPLACEMENT OF EXISTING FAILING SYSTEMS WHERE SITE CONDITIONS LIMIT THE USE OF TRENCH SYSTEMS. BED OR WIDE TRENCH SYSTEMS ARE NOT ALLOWED EXCEPT AS -REPAIRS TO EXISTING SYSTEMS WHERE LOT SIZE SEVERELY LIMITS ALTERNATIVES. 2. SITE EVALUATION MUST IDENTIFY 10,000 SQUARE FEET OF SOILS AND SLOPES SUITABLE FOR DRAIN— FIELD. THIS IS GENERALLY A LARGE ENOUGH AREA FOR A PRIMARY AND ALTERNATE (FUTURE) SYSTEM.. 3. SLOPES: FOR STANDARD TRENCHES, GROUNDSLOPE MAY NOT EXCEED 18%. FOR SHALLOW TRENCHES, AND FOR STANDARD TRENCHES WHERE IMPERMEABLE SOIL LAYERS MAY CAUSE SIDEHILL SEEPAGE, GROUNDSLOPE MAY NOT EXCEED 12%. FOR MOUND SYSTEMS, SEE BELOW: = PERCOLATION RATE ALLOWABLE MAXIMUM SLOPE 1/2 — 5 MPI 6% NOTE: THESE ARE COARSE SANDY SOILS; 3' MIN. DEPTH TO WATER TABLE. 5 — 30 MPI 128 MAXIMUM ! .30 — 60 MPI 69• MAXIMUM _ 60 — 120 MPI 38 MAXIMUM OVER 120 MPI MOUNDS NOT ALLOWED 4. SEASONAL WATER TABLE (IDENTIFIED BY SOIL MOTTLING OR ACTUAL WATER, WHICHEVER IS SHALLOWER). DEPTH TO SEASONAL W.T. 0' — 21........................NO SYSTEM ALLOWED 2' — 4.........................MOUND SYSTEM ALLOWED 4' — 5.........................MOUND OR SHALLOW TRENCHES ALLOWED 5' OR DEEPER...................STANDARD TRENCHES OR MOUND ALLOWED 5. PERCOLATION RATE — SYSTEM OPTIONS 0 MPI.........NO SYSTEM ALLOWED; TOO POROUS FOR TREATMENT — 60 MPI........STANDARD TRENCHES ALLOWED 60 — 90 MPI........MOUND SYSTEM; FILL TRENCHES MAY BE ALLOWED WHERE WATER TABLE IS NOT A FACTOR. r 90 — 120 MPI.......MOUND SYSTEM ONLY; OVER 120 MPI, NO SYSTEM ALLOWED. 6. SETBACKS A) SEPTIC TANKS FROMs HOUSE.................'........10' MINIMUM; 20' PREFERRED. WELL.........................50' MINIMUM; 75' PREFERRED. LAKE, STREAM, WETLAND........75' MINIMUM B) DRAINFIELD FROM: HOUSE, DRIVEWAY, PATIO, POOL, TENNIS COURT, OTHER HARDCOVER DISCHARGING TOWARD DRAINFIELD......20' MINIMUM WELL...............................................75' MINIMUM -- LAKE, STREAM, 75' MINIMUM WETLAND.............................. , I 22 CITY of ORONO MY Post Office Box 66•Crystal Bay,Minnesota 55323•Municipal Offices OF- ORONO, On the North Shore of Lake Minnetonka DATA PRIVACY ADVISORY In accordance with M.S. 13.04, Subd. 2 , "Rights of subjects of data", 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 M.S. 13.04 to review private data on yourself. 6. Your full name is required to process this application or permit. r� r C � t r t, I , First Middle Last Address City State Zip Phone I understand my rights as stated above. -17 Signature L BUILDING&ZONING—473-7357 • ADMINISTRATION&FINANCE—473-7358 • PUBLIC WORKS —47 3-7 35 9 ASSESSING 513.04 RIGHTS OF SUBJECTS OF DATA Subdivision L Type of data. The rights of individuals on whom the data is stored or to be stored shall be as set forth in this section. Subd. 2. Information required to be given individual• An.individual asked to (a) the supply private or confidential data concerning himself shall be lectin estate agencyp purpose and intended use of the requested (b) whether he ata within e may refuse or is legally political subdivisionthe requested or dat, (c) any known consequence arising from his required to supply private or confidential data; and (d) the identity of supplying or refusing to supply p federal other persons or entities authorized b stat requirement shall not apply when an ual LSasked lto supplyw to einveive st investigative data pursuant to section 13.82, subdivision 51 to a law enforcement officer. nder The commissioner of revenue mT rolert tax ace thliew notice und instructionsunsteadhos re subdivision in the individual income tax • BE those forms. -- - Subd. 3. Access to data by individual. Upon request to a responsible authority, an individuals be informed whether he is eor eonfidential.ect of ed data on Upon his individuals, and whether it is classified as public, p c data further request, an individual who is the subject of storedto private or if heub fres, shah individuals shall be shown the data without that charge After an individual has been Se informed of the content and mell aning a need not be disclosed to shown the private data and informed of its meaning, the data action pursuant to this section is him for six months thereafter unless a dispute pending or additional data on the individual has been eeor public datacollected responsible request by responsible authority shall provide copies o p onsible authority may require the the individual subject of the data. The r�P certifying and compiling the requesting person to pay the actual costs of making, Yl g� copies. if possible, with any request The responsible authority shall comply immediately, made pursuant to this subdivision, or within five daysimmediate of thedat of th ce request not excluding Saturdays, Sundays and legal holidays, i possible. If he cannot comply with the request within that time, he shall so inftorh the individual, and may have an additional five days within which to comply request, excluding Saturdays, Sundays and legal holidays. Subd. 4. Procedure when data is not accurate or complete. An indiviIf dual To contest the accuracy or completeness"of public or private theoncerning responsible authority exercise this right, an individual shall notify in writing describing the nature of the disagreement. The responsible authority shall within to 30 days either: (a) correct the data foundincomplete to m inaccurate aineluding incomplete recipients named by notify past recipients of inaccurate or in P the individual; or (b) notify the individual that he believes the data to be correct. Data in dispute shall be disclosed only if the individual's statement of disagreement is • included with the disclosed data. pursuant to the The determination of the responsible authority may be appealedP provisions of the administrative procedure act relating to contested cases.