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1248 Carriage Hill Dr CITY OF EAGAN 1 8 4 3 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 4548100 BUILDING PERMIT Receipt # 14 To be sued for Est. Value Dote Site Address i ^ Erect ❑ Occupancy Remodel 0 Lot ' Block Sec/Sub. Zoning ' - Parcel No. Repair ❑ Type of Conat. Enlarge ❑ No. Stories Move ❑ Length Z Name Demolish ❑ Depth z Address Grade ❑ Sq. Ft. City Phone Install ❑ Approvals fees Name Address Assessment Permit City Phone b , Water b Sew. Surcharge Police Plan Review. °Name Fire SAC ~1 FW W 11 Address Eng. Water Conn. u <W City Phone Planner Water Meter Council . Road Unit I hereby acknowledge that I hove read this application and state that Bldg Off. Parks the information is correct and agree to comply with all applicable APC Total State of Minnesota Statutes and City of Eagan Ordinances. ,Var. Date Signature of Perrnittee A Building Permit Is issued to: on the express condition that all work shall be done in occordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official I Permit No. Permh Holder Deb ToW hone tt Plumbing H.VA.C. EMatrie ? / I Softener Inspection Date Insp. Other Footings Foundation Framing Rooting Rough Plb& Rough HVA Insulation Final Plbq. Final HVAC Final Cert/Ooa. War /Describe loeat _ YYal l / w d 1~ Sewer Pr. DNp. PERMIT# AGP MECHANICAL PERMITS { CITY OF EAGAN RECEIPT # l i 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: CONTRACT PRICE. PHONE: 454-8100 Site Address 1 BLDG. TYPE WORK DESCRIPTION Lot Block (Se Sub Res. ' New Name r. i . i , Mult Add-on a Address Comm. Repair c City Phone Other FEES r Name RES. HVAC 0-100 M BTU _$24.00 c Address . ADDITIONAL 50 M BTU - 6.00 p City Phone (RES. HVAC INCLUDES A/C ON NEW CONSTRUCTION) GAS OUTLETS (MINIMUM - 1 PER PERMIT) - 1.50 EA. TYPE OF WORK COMM/IND FEE - 1% OF CONTRACT FEE Forced Air M BTU w s APT, BLDGS. - COMM. RATE APPLIES TOWNHOUSE & CONDOS - RES. RATE APPLIES Boiler M BTU MINIMUM RESIDENTIAL FEE - ALL ADD-ON & Unit Heater M BTU $ REMODELS - 12.00 Air Cond. M BTU $ MINIMUM COMMERCIAL FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 Vent CFM $ (ADD $.50 S/C IF PERMIT PRICE GOES Gas Piping Outlets # $ BEYOND $1,000) Other $ FEE: S/C: SI MI EE TOTAL: Aeln FOR: CITY OF EAGAN INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55123 Date Issued: ~ (612) 681-4675 SITE ADDRESS: APPLICANT: 101 I r ~ ~ r 1 H i l l It; r I'k I ~~jj y PERMIT SUBTYPE: TYPE OF WORK: I I ~ r:GI i Idtlr~i z i i I i !i~ INSPECTION DATE INSPTR. • TYPE DATE INSPTR. I I vial i L 5NV Permit No. Permit Holder Date Telephone # PLUMBING HVAC ELECTRIC ELECTRIC Inspection Date Insp. Comments Footings I Foundation Framing Roofing Rough Plbg. Rough Htg. Isul. Fireplace Final Hig. Orsat Test Final P1bg. Plbg. Inspector - Notify Plumber Const. Meter Engr./Plan Bldg. Final Deck Fig. Deck Final Well Pr. Disp. INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: ,4 a Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS: APPLICANT: trR t'AfsaHit I fil"~ ; ra PERMIT SUBTYPE: TYPE OF WORK: INSPECTION TYPE DATE INSPTR. INSPECTION TYPE DATE INSPTR. Permit Holder Date Telephone # PLUMBING H VAC Inspection Date Insp. Comments FOOTINGS FOUND FRAMING /J ROOFING OKI ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYPSOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL DOMESTIC METER IRRIGATION METER FLUSH MAINS CONDUCTIVITY TEST HYDROSTATIC TEST BSMT R.I. BSMTFINAL DECK FTG DECK FINAL L INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55123 Date Issued: (612) 681-4675 SITE ADDRESS: APPLICANT: . ~ '1HFt 1 d1",V II I I I ICI' li' ! FI i! 1 t 1 1`t AI I PERMIT SUBTYPE: TYPE OF WORK: INSPECTION DATE INSPTR. INSPECTION TYPE DATE INSPTR. I I ! L~ L Permit No. Permit Holder Date Telephone # S/W PLUMBING HVAC ELECTRIC ELECTRIC Inspection Date Insp. Comments Footings I Foundation Framing Roofing Rough Plbg. Rough Mg. Isul. Fireplace Final Htg. Orsat Test Final Plbg. Plbg. Inspector-Notify Plumber Const. Meter EngrJPlan Bldg. Final Deck Fig. Deck Final well Pr. Disp. a J 3, Am - CITY OF EAGAN Remarks L I v 'v : i • L Addition Section 34 Lot Blk Parcel 10 0 400 030 76 Owner Street 1250 Carriage Hill State Eagan,MN 55123 3yy~ Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Additio Lot 34 Blk Z Parcel 10 99540 390 02 Owner;' treat 1284 Carriage Hills Dr. State Improvement Date Amount Annual Years Payment Receipt Date STREET SURF, STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Remarks Addition Section 34 Lot Rlk Parcel lo o 4oo o4o 76 Owner Z" A Street 1218 Carriage Hills State Eagan,MN 55123 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK g1261fgE REQUEST FOR ELECTRICAL INSPECTION M: EB-00WI-07 ji~ See instructions for completing this form on back of yellow copy ~Ilv/ 5,1K 4 7 'X" Below Work Covered by This Request e Add Rep. Type of Building Appliances Wired EquipmentWired Home Range Temporary Service Duplex Water Heater Electric Heating Apt. Building Dryer Other (Specify) CommAndustrial Furnace Farm Air Conditioner Other (specify) Contracture Remarks' Compute Inspection Fee Below: # Other Fee # Service Entrance Size Fee # Circuits/Feeders Fee Swimming Pool 0 to 200 Amps 0 to 100 Amps Transformers Above 200 Amps Above 100 Amps Signs Inspector'; Use Only: TOT/AL Irrigation Booms Special Inspection Alarm/Communication Other Fee S ~(J I, the Electrical Inspector, hereby Rough-in Date certify that the above inspection has Final been made. OFFICE USE ONLY This request void 18 months from (Yt me ter-' CITY OF EAGAN N_ 9843 3830 Pilot Knob Road, P.Q. Bqp~A1.199, Eagan, MN $5121 n PHONE: 454.8100 CJ BUILDING PERMIT Recelpt # ire, M tmd for REMODEL BATH Est. Value $6100 Data JANUARY 11 19_m8_5 Site Address 1284 CARRIAGE HILLS DR Erect ❑ Occupancy R3 Lot 39 Block 2 Sec/Sub. EAGAN CARRIAGE Remodel ® Zoning R1 HILLS Repair ❑ Type ofConst. V Parcel No. Enlarge ❑ No. Stories Move ❑ Length ZW Name AElC ld Myers Demolish ❑ Depth 2 Address SAME Grade ❑ Sq. Ft. b City Phone 454-15$6 Install ❑ NORTH STAR SERVICES Appnovab Is" Name =,o 62. it o, Address P.O. BOX 4099 Assessment Permit 50 UI- City ST PAUL Phone 227-7061 Water a Sew. Surcharge 3-90 Palice Plan Review W Neme Fire SAC 11 Address Eng. Water Conn. aw City Phone Planner Water Meter Council Road Unit I hereby acknowledge that I have read this application and state that Bldg. OR. 12/26/8 Parks the information is correct and agree to comply with all applicable APC Total $66.00 State of Minnesota Statutes ,~aannd_City of Eagan Ordinances. Var. Date Signature of Permittee ~°/1,* f- J-S7'o jP,k A Building Permit is issued to: N TH STAR SERVICES on the express condition shat all work shall be done in accordance with all a iwble State (g1`71114tIlmesota Statutes and City of Eagan Ordinances. Building Official -'x'177' zzl> n/-70/F& E 5 614 7„ ,g qU d~ Request Date Ma No. Rough-in Inspection 7 _ Rwimd1 o Ready Now W~Ihen iReady4edor I licensed contractor ❑ owner hereby request inspection of above electrical work at: Job Address q P or Route NO.) CRY Cp-ie 2 / P~ section No. Township Name or No Range No County / Ocwpanl PRINT) Phone No. 2 O L Power supplier A fd res EI actor Comparw Name) , Com actor9 License No. G?/K'I /F /V ~ D y 0 ~(G Y -.3 Meiling Address (Contrador or Owner Making Installation) Am ig re (Comm et Me ristailaWn) Phone u7, MINNESOTA STAfE BOARD OF ELECTRICITY THIS INSPECTION REQUEST WILL NOT Griggs-Midway Bldg. - Room S-173 BE ACCEPTED BY THE STATE BOARD 1821 University Ave.. SL Paul. MN 55104 UNLESS PROPER INSPECTION FEE IS Phone (612) M-0800 ENCLOSED. This reeuest void V `T3 3 U I 18 months from A 7 L a G-..- Reeu //Date yam/ yj~ Fire No- . ugh )nscection Ijl.ady Now 91211,11 Notify Inspec- f0 J/'~/yr (0~ []yes ~7JO tot When Ready (9-kfEensed Electrical Contractor I herabv reauest inspeebon of above ❑ Owner electrical work installed at: Street Address. Box or Route No. City ectlOti o. Township Name or No. Range No. County Occupant IPRINT) phone No. F~ ! ✓ (9 /-15 Por Supplier Address Electrical Contractor (Company Natural Contractors License No. Marling Address (Contractor or Owner Makirg Insmilaii Authorized Si ure (Contractor Ovrner Makin,, f Ilatiani Phone MI OTA STATE BOARD OF ELECTRICM THIS INSPECTION REQUEST WILL NOT Gfr -Mi iiv Bldg. - Room N-191 BE AC CEPIED BY THE STATE BOARD 1821 University Ave., St. Paul. MN 551 I1a UNLESS PROPER INSPECTION FEE IS PM- IR121297~111 ENCLOSED. 1(, 2 z / REQUEST FOR ELECTRICAL RMECTIOM EB-00001 ma See instructions for cprrmtetirgl ibis fwm m back of yellow copy. ✓J 3(~ ~g5 A '-X-- Below IV64 Covered by This Request Adtl Rep. ♦pe of Suildmg Appimnees Wired Equipment Wired Home Range Temporary Service Duplex Water Neater Lighting Fixtures Apt. Building Dryer Electric Heatin Commercial Bldg. Furnace Silo Unloader Industrial Bldg. Air Conditioner Bulk Milk Tank Fafm Other mvce'fv) the, Is peel fy) t r peufy Other 01h., otnpute Inspection Fee Below R Fee Service Entrance Site g Fee Feedws/Subteedem g Fee circwts 0 to 200 Am 0 to 30 Amps UY+ 0 to 30 Am s Above 200 -Amps 31 to 100 Amps 31 to 100 A Swimming Pool Above 100-Amps Above 100_Am Transtonmers Ivigation Booms . Partial•'Other Fee Signs Special Inspection Lp TOT FEE ; (.i Rough-in Date 1, the Electiic t In.pector, he,eby fy that the ahoy. Final Dateg inspection has been rrmde. ikb nepueet ydd t8 monS6lrom EAGAN TOWNSHIP No 823 BUILDING PERMIT i Owner ? Eagan Township Address (present) Town Hall Builder J~ '_LZ~.u-ems Dale S/ -/4 ~ Address DESCRIPTION Stories To Be Used For Front Depth Height Est. Cost Peerrmii~tt Fee Remarks LOCATION Street, Road or other Description of Location Lot Block Addition or Tract This permit does not authorize the use of streets, roads, alleys or sidewalks nor does it give the owner or his agent the right to create any situation which is a nuisance or which presents a hazard to the health, safety, convenience and general welfare to anyone in the community. THIS PERMIT MUST BE EPT ON T PREMISE WHILE THE WORK IS IN PROGA S. This is to certify, that .................'.-.-.-.......has permission to erect upon the above described premix suject to the pro fsions of the Building Ordinance for Eagan Towns adopted April 11, 1955. --.-/('%1!1.?n~l Per , . Chairman of Town Board Suildin ~ns ector.. . vroula you please call Elliot at 227-7061 with the amount so a check can be sent for the permit M. III Wa IF qofty Oww, • • Thanks. MMUM ALL CONTRACTORS MUST BE I CENSED WITH THE CITY OF EAGAN Gy/ INCLUDE © SETS OF PLANS, Remodel bathroom in sing-le family home. CERTIFICATES OF SURVEY Q SET OF ENERGY CALCULATIONS To Be Used For: 4cn:~/z&Valuation:6,100.00 - Date: Dec. 19r 1984 Site Address: 1284 Carriage Hill Drive • • Lot:9'~l Block: =i Sect/Sub:`~a-ACLU Erect: Occupancy:-3 Parcel CW0 - ~00 Remodel: Zoning: (L-I Repair: Type Of Const: q Owner: Patricia PTyers Enlarge: # Stories: Move 1284 Carriage Hill Drive : Length: Address: Demolish: Depth: City/Zip Code: Eag'any MN. 55123 Grade: Sq. Ft//.: Phone 454-1586 ~~i~ f Contractor: North Star Services- Address: P.O. Box 4099 Assessments: Permit: (oZ City/Zip Code: St. Paulo MN. 55104 Water/Sewer: Surcharge: 3.` 227-7061 - Police: Plan Rev.: Phone Fire: SAC: _ Engr.: Water Conn: Arch./Eng: Planner: Water Meter Address: Council: Road Unit: Bldg. Off.: Z '1 Parks: City/Zip Code: APC: Phone#: Variance: ~d CITY OFEAGAN Remarks ~lJl`~IJh -r wzg9 Addition Section 34 Lot Blk Parcel 10-03400-031-T6 Owner 'L? Street 17S P (A11416 " A•:f State t Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK ) v the first, all detached shirts family The cost these site-specific mvestl- dw dwelli[sgs are charged a flat rate of one gations should be borne by the e eontriF- I single family unit (SFU), while other citing commercial /industrial entities. parcels are charged on the basis of the Using permit fees to recover the cost of total impervious area on the individual establishing and maintaining the . NPDFS permit parer) divided by the single family unit process also is essential footage. In communities with access of square of a Stormwafer Management The other option bases the fee an growth, the long-term success o - stormwater management program de- equivalrnt residential unit (ERU), which pods on the requirements for new da is derived by totalling the impervious velopments. A stormwater management area of all dwelling types and dividing ordinance that sets levels of service for Through User Fees by the number of dwelling units. protection flood and water quality goals Four (scrota supporting the fairness should be be established to guide storm- of an ERU-based fee structure are di- water matter planning and ensure that rectly connected impervious area for I new development meets stormwater each land use, increased revenue, con- management requirements. By Nilo Priede struction cost vs. density of develop- Developers an be required to con- off and billing system savings. turner stormwater management facilities Through the populations of 19g7 Clean 100,000 or Water Act During the'1990s, tnunieiPatitses of all of stormwater rwtby protecting the The best estimate f a parcel's runoff that meet runoff quality and quantity Amendments, municipalities with sizes will be developing and implement- total scram system from flooding and contribution is the directly connected control requirements or pay an upfront more ing stormwater management programs 'water qualinydeglndahon. mill rvious area (DCIA) on the parcel. fee to participate in regional or basin- DCIA is the impervious area that drains wide stormwater facilities. This "front. are required to obtain National Pollut- to control urban rstoric and its tin sourGenerating sufficient ces to cope with water qquality is- end" capital contribution an be [sego-ant Discharge Elimination System water quality. Historically, tiered bused on the services rendered. (NPDES) permits for their storm sewer management has been limited to plan- sues and drainage infrastructure needs is direct) Driveways, to a gutter or drainage channel. system while still managing incriminate, ning, designing and implementing storm critical in a stormwater management included in DCIAmbeause ehevfl drain Significant apical is required to re- system drainage improvements. water o-uahiv program. Funding to meet the typical direct) to the street via the utter. troll: existing facilities to men water runoff to control water quality imps backlog of oratnage corrections and the directly g quality requirements. Two options for to receiving water bodies. The final rule controls were not required. Rooftops and patios are not included this cost recovery process are including is expected by the end of this month. The new comprehensive stormwater new water quality considerations ecan vobe an annual capital improvement pro- as ,management approach, however, seeks substantial. Although the State Rns fawn) they drain to a surface (the to control both the quantity and quality Ing Fund Loan Program makes loans s here the runoff has an opportu- gwn ithe rate base and levying a sDe- with arly as two permit years from submission now. deadlines I . to filter into the ground before eel assessment reaching the drainage channel. Using the first option, costs for im- received. Charges are related to ing the rate base. To achieve this objet- Using an ERU-based structure usu- proving the system are recovered available below market rate and extends services eligibility to nonpomt source contro! a given land parcel's stormwater run- live, each element of the rate structure ally results in a significant increase in through the user raft but with all users still must o(f, Therefore, each parcel of land must be carefully determined. The typi- the revenue generated by the stormwa- sibling equal)). Tnhgilhr exist ceeshe sey~ protects, local governments m bear full financial responsfbihq for on- within a local government's iunsdicuon cal stormwater utilny rate structure IS tat utility. Increases from generally range base up to an aeceptabce standard on all of rvious area Iron( rather than an SFU e base gey range the utility's customers gore stormwater, programs is assessed a fee based on its runoff based on the total impe f one financing option is the stormwa- characteristics. The user fee system must area, patios, drivewavs, etc.) of each from ?S to 35 percent. However, in The second option for recovering ter utility, which relies on user fees be tailored to local goals and conditions land parcel The fee structure is based communities with large numbers of capital costs is based on contributing rather than traditional tax revenues to such ac soil types, depth to groundwa- typical the average impervious area of z mu f~miY lu~nits,incincreases higher the areas For example, it a customer's typical residential unit. percent. property represents 10 percent of the fund stormwater management. ter, land use and financial needs. v A stormwater utility is user-oriented. Fairness and eouity for all ratepayers Two options exist for determining the development density, the grease; the service yea, he would pay lo percent or with costs allocated according to the must be the primary focus for establish- Impervious area of the rate structure. In ERU total. the project's capital cost. Some communities have incorporated The stormwater management utility IS user fees for platted-vacant land in their a mer fee system that mtesrates all user stormwater utilities- Computing an eq- classes into a fair and equitable rate uitable fee for this category involves structure. As such, it an generate on- considering soil characteristics, depth to going revenue from monthly user fees groundwater and the design storms se. and permit fees to cover planning, de- lected by the community to pro-ide sign and construction of facility im- drainage and water quality protection. provements; operation and mainte. Including the platted-vacant parcel in nance; and the organizational and ad. ministrative requirements of a the customer base is common in come comprehensive stormwater man igemen- municies with limited large tracts of un- program r developed properly and numbers of patted-vacant parcels. Implementing the NPDE5 permit Nua Pnede a aarmo~ imemm! Program for storm sewer systems Costs rontuiram( Jar Camp Dreier et Whirr. Jaeesomville, Fla. of n average of 00 for communities Anw reon C" i patndy/oeiebar 1090 Ki or more. . KEMO TO: HONORABLE 1[AYOR 71ND CITY COUNCILKEIBERS PROM: CITY ADKIKISTRATOR ZRDGES DATE: SAY 10, 1990 SUBJECT: PROPOSED STORK WATER UTILITY RATE At the direction of the City Council, additional financial analysis was performed by the Director of Public Works and the Director of Finance as background data for the presentation of the storm water utility rate. The water quality management plan, adopted at the April 3, 1990 City Council meeting, has proposed a limited list of corrective actions and objectives to help restore and enhance the quality of numerous ponds and lakes within the City of Eagan. Water quality is not only enhanced by corrective measures and education, but also through an expanded preventative maintenance program which requires the acquisition of various capital equipment, as well as funding to insure adequate renewal and replacement and the occasional expansion/modification of the storm sewer system. Presently, a limited amount of dollars is budgeted -through the General Fund for ongoing street sweeping and general repairs to catch basins and lift stations which are performed by street and utility employees subsidized in part by the Sanitary Sewer Enterprise Fund. The storm water utility rate is proposed as a new revenue source to provide a partial funding for the necessary increased maintenance programs, acquisition of capital equipment, establishment of a renewal and replacement system like the water and sewer enterprise and to improve the City's storm sewer infrastructure system in addition to the water quality of ponds within the community. Grants can provide additional funding for specific water quality improvements if matching funds are available. The following is a breakdown of various categories the storm water utility rate revenue source would fund: Operating Budget General maintenance, as previously stated, is presently limited to annual street sweeping and the occasional repair of catch basins and lift stations and responding to problems on a complaint basis. The City has over 143 miles of storm sewer, 50400+ catch basins and 16 storm sewer lift stations that presently comprise the storm sewer utility system. A small allocation of dollars in the General Fund Street Department Budget and use of sanitary sewer employees are currently utilized for ongoing maintenance. There are outlets in ponds that have silted over and that City crews cannot readily locate and access, catch basin repairs that must be limited to the most severe problem areas, storm sewer pipes that have not been inspected and televised, etc. lt3 The inadequate dollars presently budgeted for ongoing limited maintenance programs will not be able to stop the deterioration of water quality within our lakes and ponds. An increased maintenance program will help restore the level of water quality that is described in the hater Quality Management Study. In addition, significant diagnostic studies and sampling programs cannot be implemented to determine where the best cost/benefit ratio can be achieved. Please refer to Attachment A which provides specific information as to an annual budget for a storm water utility division. This attachment also shows the impact on the General Fund and the existing divisions in the Utility Fund. capital Presently, there are no financing mechanisms for funding capital equipment and improvements, such as street sweepers, sewer vacs, aeration equipment, dredging to improve water quality, expanded storm sewer improvements for certain areas of the community and other related capital projects. A certain portion of the storm water utility rate can be set aside for capital expenses that are incurred with the maintenance of the system. Renewal and Replacement The Public Enterprise Fund has established a user fee which includes a renewal and replacement charge for the sanitary sewer and water infrastructure. To date, there are no provisions for replacement and renewal of the City's storm sewer system. As previously stated, there are significant miles of storm sewer pipe, lift stations, catch basins and other system needs that will require periodic and ongoing replacement and, eventually, renewal when the system is ultimately updated. The storm sewer system currently has a historical cost of approximately $32,000,000, including trunks and laterals. Additional trunks, as defined in the current master plan, will bring the total to $38,000,000. It is unknown what the cost of laterals will be, however, the total historical cost of the system will likely exceed $40,000,000. Based on the same assumptions that are used in the sanitary sewer utility of an 80 year life and 4% interest, the annual renewal and replacement amount that should be set aside is $101,474. Since this has not previously been considered, there is an accrued deficit of $804,611 through 1989 which should also be amortized over the next few years. There are many locations where storm sewer was constructed prior to present day engineering design standards that will require replacement or upgrading in the near future. There are many examples, such as Project 584 (Rahn Road) which requires $129,000 to upgrade and expand the present system with no defined benefited property to assess and, therefore, no revenue source. Eroanaion aad Modifications The City has experienced, through private design and construction of storm sewer facilities, the need to take corrective action for resulting inadequate storm sewer systems in new subdivisions. Examples include Lexington Square Addition, Stafford Place, Park Cliff, Oak Cliff, Lexington Parkview and Wilderness Ponds to name a few. Generally, developers have finalized the project and the City's only recourse is to sue the developer, assess the residents or subsidize a portion of the additional improvements. The developer may not be in business or has moved out of the City of Eagan, making collection a problem. Residents have paid a storm sewer assessment and are generally not pleased with any additional cost, subsequently obligating the City for the necessary expenditures. To date, there are no dollars allocated for corrective actions or modifications when they become necessary. Storm Sower Trunk Fund Storm Sewer Trunk Fund is used exclusively for new construction to finance the completion of the major trunk system. When storm sewer trunk mains are extended into a new area of the City, a trunk area storm sewer assessment is levied for that improvement. The ultimate system is defined in the City's master plan. Based on current assumptions, it is expected that there will be a positive balance of approximately $2,000,000 in the Storm Sewer Trunk Fund upon completion of the system. That would amount to 5% of the total system cost of $40,000,000 which is a reasonable target at this time. Upon completion of the storm sewer utility trunk system, it would be appropriate to transfer any available balances to the Storm Sewer Utility Enterprise Fund for renewal and replacement or capital purposes. It would not be prudent to tap this fund until the system is complete, however. ummar The completion and adoption of the City's water quality management plan has served to identify and consolidate several environmental items which are of concern to the residents of the City. This financial analysis was intended to bring that same sort of identification and consolidation to the financing of the implementation and on-going operation of the related storm water utility enterprise. To the most practical extent possible, budgets, balances and projects have been identified and quantified. •City Adm' i trator Attachment TLti/vmd ATTACEM EN7 A The presentation of this proposed budget is designed to clearly identify the total cost for annual operations of a storm water utility; that information is presented in Column 2. Column 3 identifies the cost of what could be looked at as new program activities. Columns 47 identify the departments where expenditures for the current program are recorded. The total of Columns 3-7 is therefore equal to Column 2, which represents the total cost of the consolidated storm water utility operation. l ATTACHMENT A d" STORM WATER UTILITY 1 2 3 < S 6 7 8 ACCOUNT ( ANNUAL 1 NEW I SAYINGS TOITRANSFER FROM I 1 NUMBER I ROGET I PROGRAM S 1 122 1 4124 I i61 J; d62 I STEM 1 I I I I I 1 I I 4110 I 119,800 1 33,000 i 58,100 1 I I =1,000 IPersareet•IncLudes 1 I I I i i (ester Resource Coordinator I 4112 I 4,200 ( 4,200 3.5% 1 ,6130 i 6,5D0 J 6,500 I I I I (Part Time-1,040 hr. 856.25 1 4140 1 14,670 1 4,110 1 7,130 I 1 1 3,430 1Rettrsment Serf its I 4150 1 17,770 J 3,04D i 9,86D J 1 I 4,170 [Insurance benefits 1 I i I I I I I I SUBTOTAL i 162,940 I $0,150 I 75,790 I I I 36,300 I I I I i I I 1 i I 4210 I [Included under #4710 1 I I (Office supplies I 4215 I 100 I 100 I 1 I I [Reference Material I 4220 1 goo I Soo I I - I I - IOperatinb Supplies I 4222 1 300 I 300 I I 1 I isafety Supplies 1 4223 ( Ilncluded under 04710 I 1 I 1Cleaning supplies 1 4224 I 1,500 [ 150 1 350 1 [ 900 1 100 1Clothing 4231 1 14,250 I 3,250 1 10,000 1 I 1 1,000 1MObile Equipment Parts I 4234 1 3,000 I 1 3,000 1 I I Ifield Equipment Parts-lift Station 1 4235 I 4,700 I S00 I 2,435 1 i 1 1,765 1FUets I 4236 I 1,100 I 1 300 I 300 J 250 1 250 ILUbricants I 4240 I soo I 500 I I i ( IS=LL Tools 1 4255 I 10,000 [ 1 10,00D I 1 i (Street Repair I 4257 I 200 [ 200 I I 1 I Isiena 1 4260 I 12,000 I I 12,00D I I I IUtility System Parts 1 1 I I i I I I i VAIDIAL J 4E,450 I 5,800 [ 38,085 1 300 1 1,150 1 3,115 [ i I I I I I I I I 4310 J 10,000 I 10,ODO I I I i [Professional Services I 4311 1 1,000 I 1,000 I I I I ILesat 1 4312 1 9,000 I 9,000 J i I I IEn9ineering I 4313 J 1,0001 1,0001 - I - I - I I►lemirg I . 431 1 3,0001 3,0001 - I _ I I - JAUdit I 6323 J 9,000[ 9,000[ - I I - I ITestitg 1 4330 1 T,ODOI 2.6001 - I - I 2.2001 2,2001Pastage 1 4336 1 600 1 600 I I 1 I 1Talephone 1 4341 1 Soo I Soo I - I - I I lEaployment Ad 1 4342 1 Soo 1 SOD I - I - I - 1 IL"al Motion 1 4350 1 1o,ODD I to,000 I (Printing I 4360 I 10,ODD i 10,000 i - I - I - I - Ilnsurence I 4374 1 35,000 I 2,000 J 33,000 J 1 I (lift station Electricity I 4381 1 1,300 I Soo i goo i J 1 }Mobile Equipment Repair I 4335 1 2,000 I 2,000 I I I i (street Repair I 064 STORM WATER UTILITY 1 2 3 4 S 6 7 8 ACCOUMT I ANNUAL ( NEW I SAYINGS TO/TRARSFER FRDM I I O MBER 1 SIAGET I PROGRAM S I 022 I 024 I 161 I 162 I ITEM I 4386 { 100 { 1 1 I SO I 50 1CepmLrviution System Repair I 4390 I 5,000 1 1., 000 1 1,000 I I I - lutiiity system Repair 1 4397 1 200 { 200 I - 1 - I I - iEa+tpment Rental I "it 1 70o i 700 { I I - 1 junferenees 1 4412 1 10o 1 100 { I - 4 - I - pWMtiros { 1.14 1 200 I 200 i I I - I - loues 1 u15 1 too I I I so 1 so (Licenses 1 4456 1 Soo I Soo I I I I (Tree Reaovat 1 I I I I I I I I SUBTOTAL { 106,800 1 67,400 1 34,BOO 1 { 2,300 1 2,300 I I 064 STORM SEWER UTILITY 1 2 3 f S 6 7 8 ACCOUNT I ANNUAL I NEW 1 SAYINGS TO/TRANSFER FROM I amsER I BUDGET 1 PROGRAM S I 422 ( 824 I 061 I 862 I ITEM I I I I I I I I I 4560 1 6,000 I 8,000 I I I I loffiee Equipment I 46570 1 22,225 I 22,225 I I I 1 IField Equipment 1 4560 I 13,000 I 13,000 i I 1 I I9eMic(e I 471o I 29,900 I I 9,500 I 9,000 I 9,500 ITrwmfer B of 824 (119) I I I I I I 1 I I I I I I I 1 1 I I I I I I 1 I I GRAND TOTAL 1 39,415 I 167,275 I 146,675 I 9,800 I 12,450 I 51,215 I I A. DIAGNOSTIC/FEASIBILITY STUDIES 1. Thomas Lake MnPCA Cleanwater Partnership Program $ 30,000 (503 City Match) • 1991/92 2. Blackhawk Lake • MnPCA Cleanwater Partnership Program 45,000 (503 City Match) • 1992/93 3. Le May Lake • US EPA Clean Lakes Program 40,000 (753 City Match) • 1992/93 4. Stormwater Drainanae System Study • JP Watershed -0- (,1003 State LCMR Grant) • 1992/94 TOTAL DIAGNOSTIC/FEASIBILITY STUDIES $115,000 B. CAPITAL IMPROVEMENTS 1. Lake Aeration • Thomas Lake (In-place) $ 35,000 • Blackhawk Lake (In-place) 350000 • Le May Lake (Portable) 20,000 • Heine Pond (Portable) 250000 • Carlson Lake (Portable) 150000 Sub-total Lake Aeration $120,000 2. Fisheries Management/Restocking • Thomas Lake (Stocking/Biomanipuiation) S 10,000 • Blackhawk (Stocking/Biomanipuiation) 10,000 • Carlson Lake (Stocking Only) 5,000 Sub-total Fisheries Mgmt./Restocking $ 25,000 3. In-basin Treatments • Blackhawk Lake (Biological Control) $ 10,000 • Thomas Lake (Algaecide Treatment) 8,000 • Le May Lake (Biological Control) 10,000 • Fish Lake (Weed Harvesting - Annual) 5,000 Sub-total In-basin Treatments $ 33,000 4. Wet Pond Modifications • Blackhawk Lake (BP-2 Deepening) $ 3,000 • O'Leary Lake (Dredging East End) 10,000 • Le May Lake (Detention Pond Development) 10,000 Sub-total Wet Pond Modifications S 23,000 5. Storm Water Drainage Modifications • Schwanz Lake (All costs assume 50% matching PCA Cleanwater Partnership Grant.) - Storm Water Bypasses (2) $ 60,000 - Storm Water Modifications Into LP-31' $00000 - Sediment Trap Construction 10,000 • O'Leary Lake DP 20 i 25 Integration 40,000 • Le May Detention Basin Construction $ 10,000 • Heine Pond storm Sever Bypass 40,000 • Burr Oaks Weir Construction CP 1.1/1.2 5,000 Sub-total Storm Water Drainage Modif. $2450000 6. Other ? • Phosphorus Precipitator - Heine Pond $ 15,000 - Carlson Lake 15,000 • Nutrient Pond Bisect Burr Oaks (BP-1.2) 10,000 Sub-total Other $ 40,000 TOTAL CAPITAL IMPROVEMENTS $486,000 ~ ' ~ f'~bl:L ~fe4r:n~ 6[.FWC rLarn;hq S.- 0.11 APRfL 71, /970 4tkd A4 l4pq ..s1 T JL° C-4,, Co,R c / A" AO Y 17,0 y, y ORDINANCE &13MiDKLNT - CITY OF SAGAN AN ORDINANCE AMENDMENT TO THE CITY OF EAGAN, KINNESOTAr AMENDING FAGAN CITY CODE CHAPTER 13 ENTITLED "SUBDIVISION REGULATIONS (PLATTING)" BY AMENDING SECTION 13.20 REGARDING PUBLIC USES AND WATER QUALITY MANAGEMENT DEDICATION AND BY ADOPTING BY REFERENCE EAGAN CITY CODE CHAPTER 1 AND SECTION 13.99. THE CITY COUNCIL OF THE CITY OF EAGAN DOES ORDAIN: Section 2. Section 13.20 is hereby amended by adding Subdivision 6.R. to read as follows: K. That the subdivision is in compliance with those standards set forth in that certain document entitled "City of Eagan Water Quality Management, Plan for the Gun Club Lake Watershed Management Organization" which document is properly approved and filed in the Office of City Clerk hereinafter referred to as the "Water Quality Management Plan". Said document and all of the notations, references and other information contained therein shall have the same force and effect as if fully set down herein and is hereby made a part of this chapter by reference and incorporated herein as fully as if set forth herein at length. It shall be the responsibility of the City Clerk to maintain the Water Quality Management Plan and make same available to the public. Section 2. Section 13.20 is hereby amended by changing Subdivision 8.A.4 to read as follows: 4. Dedication of Ponding Areas. S. Ponding areas, needed as a part of the overall City Storm Drainage Plan, shall be dedicated in fee or easement at the option of the City and in a form acceptable to the City. However, no credit shall be given for park dedication unless said area meets the criteria for public parks as stated in the City"s Comprehensive Plan and the City's Park Dedication Resolution and is approved as such by the council. Said dedication of land or easement shall be in a form approved by the Council. b. As a prereauis to to plat gpproval and/or a waiver of plat approval, the applicant shall dedicate conding areas reauired under the City Water Quality Management Plan and/or shall make a cash contribution to the Cityfs Water Quality Management Fund at the C tyrs option Ponding area _dedication shall be in an amount as determined by the Council as reasonably necessary to comply with the City's Water Quality Management Plan The cash contribution shall be based on a rate schedule established by resolution of the Council from time jo time. Section 3. Eagan City Code Chapter 1 entitled 'General Provisions and Definitions Applicable to the Entire City Code Including 'Penalty for Violation"' and Section 13.99 entitled "Violation, a Misdemeanor" are hereby adopted in their entirety be reference as though repeated verbatim. Section 4. Effective Date. This ordinance shall take effect upon its adoption and publication according to law. ATTEST: CITY OF EAGAN By: E. J. VanOverbeke By: Thomas A. Egan Its: Clerk Its: Mayor Date Ordinance Adopted: Date Ordinance Published in Legal Newspaper: L CITY OF RAGAN RESOLUTION NO. 1990- 145 A RESOLUTION ESTABLISHING A "STORM WATER UTILITY USER FEE" IN THE CITY OF EAGAN. The City Council of the City of Eagan, after review of all pertinent City files, records, and proceedings, finds as follows: 1. The City Council has established by ordinance a Storm Water Utility and a Water Quality Management Plan. In addition, the City has a Comprehensive Storm Water Management Plan. 2. The City Council of the City of Eagan must balance and decide between the policy objectives of competing and conflicting factors of Storm Water Management. The system can be made safer and water quality can be improved by the establishment of a Storm Water Utility User Fee. Such a fee will be charged to those users for whom the Storm Water Utility, Comprehensive Storm Water Management Plan, and Water Quality Management Plan benefit and such fee shall be an increased cost. 3. The City Engineer's office, in conjunction with studies done by Bonestroo, Rosene, Anderlik & Associates, Inc. ("BRA"), the consulting engineers to the City, determined the estimated cost for the completion of the Comprehensive Storm Water Management Plan and the implementation of the Water Quality Management Plan. 4. BRA submitted the Storm Water Utility Policy Report dated June, 1990, which report is attached and incorporated to this Resolution as if fully set forth herein. 5. The City Council upon weighing the policy objectives of effective implementation of the Water Quality Management Plan and Comprehensive Storm Water Management Plan specifically including the benefits derived to the City and its residents versus the cost to the users of the system, decides that the benefits outweigh the cost and hereby does order: a. That the City of Eagan adopt the Storm Water Utility Policy Report dated June, 1990 and acknowledges the findings.of the report, specifically including the "Residential Equivalent Factor" (REF) as the basic unit of the fee structure for the Storm Water Utility User Fee; and b. That the City establish the REF at $4.56 per quarter as a Storm Water Utility User Fee; and c. That the City finds that the REF is just and equitable; and d. That the REF shall be in full force and effect from and after the date of passage and publication until amended from time to time by resolution of the City Council of the City of Eagan. ADOPTED by the City Council of the City of Eagan this 19th day of June, 1990. F EAGAN / CIT IL / By: Thomas A / Its: Mayor ATTEST nv~ By: E. J. VanOverbeke ItS: City Clerk APPROVED AS TO FORM: VAtt . She l on orne Dated: 0 APPROVEDDAAS TO CONTENT: Thomas A. Colbert City Engineer and Public Works Director Dated: 7 le" -4:- 9i Motion made by: Pawlenty Seconded by: Wachter Those in favor: Egan, Wachter, Gustafson and Pawlenty Those against: McCrea DATED: June 19, 1990 Cc ; n g f u Viva (Opc f r,C0PE9T~ Not evrrt..411 54vvt1 Ry d4y U~;1;f i<s -City of eagan 3830 PILOT KNOB ROAD THOMAS EGAN EAGAN, MINNESOTA 55122-1897 Mayor PHONE (612) 454.81D0 DAVID K GUSTAFSON FAX. (612) 454-8363 PAMELA WCREA TIM PAWLENTY NOTICE REGARDING NEW STORM WATER UTILITY FEE THEODORE WACHrER Coup l Mzmo¢r5 THOMAS HEDGE5 CM Admms[rator Dear Property owner: EUGENE VAN OVERBEKE CRY Ckrk On May 17, 1990, the City Council formally adopted an ordinance that created a Storm Water Utility for the City of Eagan. This establishes a formal program to manage, operate and maintain comprehensive storm drainage and water quality control issues within the City of Eagan. With the recent adoption of the Comprehensive Water Quality Management Plan and the increasing costs associated with our aging storm sewer infrastructure system, a dedicated fund is required to finance related expenditures. Subsequently, a Storm Water Utility Fee was established for all -property owners within the City of Eagan. This newly created utility is identical to the water and sanitary sewer utilities that are currently in effect where the fee for the use of the sanitary sewer and water utility systems is allocated, to the users through a utility billing format. While, inherently, all property owners in the City of Eagan are users of the storm water drainage system, there are a few instances where some property owners do not receive this quarterly water and sanitary sewer utility billing from the City due to their needs being provided by private systems. However, the City has determined the most efficient method to collect this new Storm water Utility Fee would be through the utility billing format similar to sanitary sewer and water. Therefore, you are being sent the enclosed Storm Water Utility Fee billing in accordance with this recently adopted program and ordinance. Also enclosed is an informational sheet providing additional background regarding this new program. If you would like additional information regarding the details associated with the City's new Comprehensive Water Quality Management Plan or the new Storm Water Utility System, please contact the City's Engineering Division at 454-6100• (,gt-wbwb With the adoption of these new programs, the City hopes to provide more resources and efforts in the enhancement and/or maintenance of our natural resources and storm water runoff control. Thank you for your continued support in allowing us to serve you. CITY OF EAGAN THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity/Affirmative Action Employer EaW ChmNde-VOidnWSr. Much 20, terra-434 Stormsewer i utility rate adoption MO Agrfi 3 , . ByTesnseerileveea vim it amesOOwatesquality," andsc odswsuldberegndredtn ussfub,ew to, ther cemmuoity, residential areas where said Cafbat, Bagan's public pay the rate under the water quality phosphanhs is absorbed' by Bdwe Ulna was m awn wer4sdheelor. Quarterly chprges break management plaa Anew lakes lowna; commercial sits have High schad and Daketa. Hills To protect Eagan 'a natural down as follows: singta family, with, the, highest 'rating of laelle impervious surface areas middle School Marxssatidle. 'resaraces, city staff members homeowners would pay $4:56, usefulness or potential such as parking lots and Whatever ram fell would sosk began work on the water quality quad tower house, residents usehdnees would be targeted rooftops. Into, Wee wens fsmsed:geamd management plan tmea years would pay $3.s5, sclook would first forimproreme 1. Residents whoattemdedtheIn- eventually making it-way into ago- A water inventory would pay. 0.7& an acre, churches But a surcerakd plan cannot formation: meeting appeared the Mlmbnsta River. kludify more than 340 lakes, would pay $11.19 an acre. Cam- be done piecemeal. Colbert sai& supportive of the plan. One resi- The penetrable Vaud soar pons and other wetlands m the mercud/irakntrud would pay The city most take a muldi de dent saki.-[ don't mind paying would begin its decline. With the city. the most atg $21.54 an acre. apprmch. to improving its water for something Pm go mg to see schools came rooftops and Abdo lay million. will be Those rates are based on quality. Tighter restrictions going to work," blacktop, beg fields and tennis needed to begin protecting and averages only. Charging by the would be placed m develgrers Thirty.four percent of the courts. improving those 340 wetlands. A. phosphors fertilFaers used and to ensnae a new development money raised through the pro- A drainW pared collect the proposed storrnwater drainage other pollutants is not practical, does not have a negative effect posed rate would pay for minion now. Mormseweshave utility rate wadi cove the pro he said. on. surrounding water bodies- . wetlands preservation and become the gateway to the gram's cast far three years. Instead,. the plan calls for the New ordinances might spring up wabr quality control: 39 per. river, via Ffah L2he. 11he'90s f ttelieve cis going b city to wage a pubbe education that would ban such. lhirpt as cent would fund the operation . Stormwater naMf rsstens be a decade of environments! campww on the proper fer- commercial applicatiow of amdmaimeoaneeofstmrmwate• the vitality of Fish Lake. awareness," Colbert said. lilixer to use. Colbert said: phosphorus fenti bzm facilities as the city's 144 miles Without a compirelemdve water A better environment comes phosphorus is the leading cause Phosphorus, a poisonous of sewers age; 27 percent would gnatity plan the popular more,. with a. cost is everyone the bfor ~ of poor water uppity- nonmetallic element, robs lakes be derignatek for erasion and dme~ hdemEaWm%btb "Phosphorus green up. of the oxygen fbihand plant life sedimentation control. said Tom Colbert, dining a stormwater run-orf fee. Colbert your lawn but that's what need to survive. Commercial The City Council- is expected public information. meeting said the utility rate is not a true greerwup your ponds too," Col, and industrial. areas are main to adopt the water quality 54ardh 22 regarding the rater tax because it is based on land bet said. areas where phosphorus col- management ptm at its April 3 management plan. size, not value. Tax-exempt Eagan lakes and pads have lects, Colbert said. Unlike meeting. "We are our watat envy organizations such as churches been rated according to f4Let's Pretend OLD NEWSPAPERS ARE NEEDED for Recycling in May . Save your paper for collections The Eagan 3fagedoar Per+ formers has a pagmm for 8- through 12-year-old children who have a desire to perform or love to play in the world of The group, with the city of Eagan, will alts IA's Pre Dakota Electric Association's tend," from 7 to 8 p.m., Tuesdays, May 1, 15 and 22 at any Will Park on Blue Creas Road between Blackhawk Rood 1990 Annual Meeting and Yankee Doodle Road. Theater staff will assist children in cheaft roes and PS,i~n. ADOPTED MaY ,7~ i990 P°~~M9P I ORDINANCE NO. ~L 2ND SERIES AN ORDINANCE OF THE CITY OF EAGAN, MINNESOTA, AMENDING EAGAN CITY CODE CHAPTER 3 ENTITLED "MUNICIPAL AND PUBLIC UTILITIES - RULES AND REGULATIONS, RATES, CHARGES AND COLLECTION" BY RESTATING AND AMENDING SECTION 3.07 REGARDING ESTABLISHING A STORM WATER DRAINAGE UTILITY AND USER AND CONNECTION AND AVAILABILITY CHARGE,J FOR THE STORM WATER DRAINAGE UTILITY; AND ADOPTING BY REFERENCE CHAPTER 1 AND SECTION 3.99. The City Council of the City of Eagan does hereby ordain: Section 1. Eagan City Code Chapter 3 is hereby amended by adding Section 3.07 to read as follows: 1. Storm Water Drainage Utility. A storm water drainage utility for the City of Eagan is hereby established. The municipal storm sewer system shall be operated as a public utility pursuant to Minnesota Statutes 5444.075, from which revenue will be derived subject to the provisions of this Chapter and to Minnesota Statutes. The storm water drainage utility will be a part of the City of Eagan Public Works Department and under the administration of the Public Works Director. 2. Purpose of Funds Derived and Allocation of Revenue. The purpose of all funds derived is to pay for all or part of the construction, reconstruction, repair, enlargement, improvement or other obtainment and the maintenance, operation and use of the storm sewer utility as established by the City of Eagan. All revenues derived from the fee shall be credited to the appropriate storm sewer fund. 3. Storm Sewer Utility Fee. (a) A storm sewer utility fee for connection and availability of the storm sewer facilities shall be determined by resolution of the City Council and shall be just and equitable A charge for the connection and availability of storm sewer service may be imposed for all premises abutting on streets or other places where municipal storm sewers are located, whether or not connected to them. A charge for the availability and connection to the storm sewer service may, in the discretion of the City Council, be fixed by reference to the portion of the cost which has been paid by assessment of the premises. (b) A storm sewer utility fee for use of the storm sewer facilities shall be determined by resolution of the City Council and shall be just and equitable. Charges made for the use of the facilities may be fixed on the basis of water consumed, or by reference to a reasonable classification of the types of premises to which the service is furnished, or by reference to the quantity, pollution qualities and difficulty of disposal of the water, or in any other equitable basis including, but without limitation, any combination of those referred to above. 4. Adjustments. The Council may adopt, by resolution, policies and standards for the adjustment of the fee for parcels. Such adjustments shall not be made retroactively. 5. Exemptions. (a) Public rights-of-way are exempt from the fees established in paragraphs 3(a) and 3(b). (b) Vacant, unimproved land with ground cover and City of Eagan owned land are exempt from the fees established in paragraph 3(b). 6. Billings. Bills for charges for the fee shall be made by the Finance Department. All bills shall be payable at the office of the City Finance Director: 7. Recalculation of Fees. If a property owner or person responsible for paying the fee questions the correctness of such charge, that person may have the determination of the charge recomputed within six months of mailing, by submitting to the Public Works Director a written request for the recomputation. 8. Collections. All fees are due on the due date specified by the City for the respective account and shall be delinquent 15 days thereafter. It is the duty of the City to endeavor to promptly collect delinquent accounts, and in all cases where satisfactory arrangements for payments have not been made, all such delinquent accounts shall be certified to the city Clerk who shall prepare an assessment of the delinquent accounts against the property served or to be served. To each account, there shall be added a certification charge (preparation for certification of taxes of delinquent accounts) in the amount provided for by City Council resolution. This assessment roll shall be delivered to the Council for adoption on or before October 1 of each year. Such action may be optional or subsequent to taking legal action to collect delinquent accounts. Section 2. Eagan City Code Chapter 1 entitled "General Provisions and Definitions Applicable to the Entire City Code Including 'Penalty for Violation"' and Section 3.99, entitled "Violation a Misdemeanor" are hereby adopted in their entirety by reference as though repeated verbatim. Section 3. Effective Date. This ordinance shall take effect upon its adoption and publication according to law. DATED: May 17, 1990 CITY O EAGAN ~B THOMAS A. 26AN/ Its: Mayor ATTEST: By: . VanOverbeke Its City Clerk Date Ordinance Adopted: May 17, 1990. Date Ordinance Published in the Legal Newspaper: May 24, 1990. . r Report for storm Water Utility Policy Eagan, Minnesota June 1990 APPROVED i /KPic Date EAGAN ENGINEERING D ' R Ono G BOu PE Ke~ A Al FW PE JanesR M PE rn yr R A.rperso^ AIn Bonestroo JDWpW $o PE IDk e C FD5(er PE Mao o A o PE Gay r R anY' JOSep^ [ ArpeM PE Donaltl C Bugartft. PE Marl R Ron PE PE Mres E ~m PE Rosene Mar L SCrWy PE JtnyA Boomer PE IbtenC Ruses A I A L mabp Grs+ei In PE Rtt: rV E Tr PE Mart A Hanson PE Tlwmas E Mqvs PE Rene C PWmar A I A tJE Anderlik & Janes C Olson PE TM R Feb PE No A Senlom PE Ayres M P j A IC P R COW PE M~l T PE Dames J n FE Jery D eer n PE 1 Losiw PE rt A Cep arp PE PE Cenho O*m' PE Associates RaDen E Nvsn PE Reel D R ft,* PE Ma J Rsoert G Ynunrnl PE Davw O LPfawa PE map J Cas+sea PE Cranes A Er¢kio^ Susan M fbt, p . C PA TM s W Ellerson PE ft y l Manim PE LED M Pa IsLy "KWIC Ly h PE Mart D Wiais PE Hate M OISo^ Engineers & Architects June 14, 1990 Honorable Mayor and Council City of Eagan 3830 Pilot Knob Road Eagan, Minnesota Re: Storm Water Utility Policy Report File No. 49482 Dear Mayor and Council: Enclosed Is the Storm Water Utility Policy Report for your review and consideration. Council adoption of this report will establish the policies and procedures used to Implement and administer the Storm Water Utility. We will be pleased to meet with Council and other Interested parties at a mutually convenient time to discuss this report. Yours very truly, BONESTROO, ROSENE, ANDERLIK 6 ASSOCIATES, INC. Jerry Bourdon 2335 West Highway 36 • at. Paul, Minnesota 55113 • 612-6364600 9I STORM WATE UTI PAY REPO JUNE, 1990 SUMMARY The following sections describe the policies and procedures for the implementation and administration of the Storm Water Utility Fund as adopted by City Council. DEFINITIONS User: All properties contributing storm water runoff within city boundaries except: vacant unimproved land with ground cover, property used for agricultural purposes and public parks and rights of way. Golf courses, business campus and open space areas and other similar land uses are all considered users. Vacant unimproved land with ground cover: Property that has not been platted or developed to Its intended design use or purpose. Residential Equivalent Factor (REF): A parameter that relates the amount of runoff from a property to the amount of runoff from a single family residential property. Low Density Residential Property: Properties conforming to R-1 and R-2 zoned land use (single family detached and duplexes). Medium Density Residential Property: Properties conforming to R-3 zoned land use (Townhomes). High Density Residential Property: Properties conforming to R-4 land use (Apartments / Condominiums). Apartments and Condominiums are defined as dwellings with shared ground space. Impermeability Ratio: The Impermeability Ratio Is a parameter that is determined for all properties that are not classified as low or medium density. It establishes the Residential Equivalent Factor for the property. It is the ratio of the Impermeable Area to the Property Area. A minimum ratio of 1.0 % Is established to recognize that property with minimal or no Impermeable area 9911 contributes runoff Into the system. Impermeable area: Impermeable area, for the purpose of determining a property's REF, Includes Improvements consisting primarily of buildings, driveways, roadways end parking lots. Page 1 Property area: For the purpose of determining a property's REF, the property's area Includes all property within a legally described parcel except: * dedicated public right of way, * designated outiots that meet the requirement of 'vacant unimproved land with ground cover', and * Normal Water Level (NWL) area of ponds that are identified on the City's most recent Comprehensive Storm Water Management Plan. @ILLIN~ Off The Residential Equivalent Factor (REF) The billing unit of the Utility will be the Residential Equivalent Factor. Each User will pay Its proportionate share of the Utility's obligation based upon the Residential Equivalent Factor of the property. Determination of REF for low density residential land use: All property conforming to low density residential land use will be assessed an REF of 1.0 per dwelling unit. Detnbnnination of REF for medium density residential land use: All property conforming to medium density residential land use will be assessed an REF of 0.8 per dwelling unit. Determination of REF's for all other land uses: All property, except low and medium density residential, will be assessed an REF that is determined from: • the property's impermeability Ratio and its corresponding REF per acre as established in Appendix A of this policy statement, and • the property's area. ESTABLISHMENT 4.E nZ un BILUNQ BA's The Utility's budget, billing rate and allocation of it's revenue will be at the discretion of the Council. The billing rate will be the result of the budgeted obligation of the Utility and the most current REF Inventory as determined by the Public Works Department. The 1990 billing rate Is $4.56 per quarter for each Residential Equivalent Factor (REF) unit. Page 2 )s iN~ l P~]C I POU Billing of newly developed property will commence with the first water utility bill. Residential Equivalent Factors will be evaluated with each building permit application based upon the site plan submitted with the permit application. The city may at any time and at he discretion recompute the REF for any property from the best available Information Including she plans, aerial photographs, field measurements or any other available data. ADJUSTMENTS I APP • No adjustments will be made for low and medium density residential land uses. * Adjustments will be solely based upon recomputation of the ratio of Impermeable Area to the Property Area only. * Requests for adjustments must be directed to the attention of the Director of Public Works within three (3) months of the City's mailing of the property's utility bill. The request must Include a she plan with associated computations that determine the Impermeable Area and Property Area. * Adjustments will not be retroactive beyond the three month period for which the request for recomputation was made. iLYDROLOGIC BASIS The following criteria was used as the basis for the hydrologic aspects of the fee structure model * model storm: 5 yr. frequency, 24 hour event, (3.5' rain as per soil conservation service charts) * hydrologic soil type: Type B • Typical residential unh: 0.5 acres, 26% Impermeable surface This criteria Is established as City policy. Adjustments may not be made based upon hydrologic arguments. Page 3 APPENDIX A IHPERHEABILITY RATIO YS. REF PER ACRE Impermeability Impermeability Ratio (Z) REF per Acre Ratio (1) REF per Acre 1 1.10 51 3.38 2 1.14 52 3.44 3 1.18 53 3.50 4 1.22 54 3.54 5 1.26 55 3.60 6 1.30 56 3.64 7 1.34 57 3.70 8 1.38 58 3.76 9 1.42 59 3.82 10 1.46 - 60 3.88 11 1.50 61 3.92 12 1.54 62 3.98 13 1.58 63 4.04' 14 1.62 64 4.10 15 1.66 65 4.16 16 1.70 66 4.22 17 1.74 67 4.28 18 1.80 68 4.34 19 1.86 69 4.40 20 1.93 70 4.46 21 1.94 71 4.54 22 1.95 72 4.60 23 1.96 73 4.66 24 1.97 74 4.74 25 1.98 75 4.60 26 2.00 76 4.86 27 2.02 77 4.94 28 2.06 78 5.00 29 2.10 79 5.06 30 2.14 80 5.12 31 2.20 81 5.20 32 2.26 82 5.28 33 2.32 83 5.36 34 2.38 84 5.44 35 2.44 B5 5.52 36 2.50 66 5.60 37 2.58 87 5.68 38 2.66 88 5.76 39 2.74 89 5.84 40 2.80 90 5.92 41 2.86 91 6.00 42 2.90 92 6.08 43 2.94 93 5.18 44 3.00 94 6.28 45 3.04 95 6.40 46 3.10 96 6.54 47 3.14 97 6.68 48 3.20 98 6.84 49 3.26 99 7.01 50 3.32 100 7.20 p.A. 034-oo -oge-7 11 U:1 1`~I I ' r OCT 8 i October 7, 1993 Mayor Tom Egan Eagan City Hall 3330 Pilot Knob Road Eagan, MN 55122-1397 Mayor Egan, This is the requested follow-up letter per our telephone conversation of a few weeks ago. We have been, for quite some time, requested to pay a City of Eagan Utility Bill for storm drainage and city lights, acct # 155046081. We live in one of the few remaining rural areas of Eagan where we need to have our awn Well, sewer system and yard lights and any other precautions for our own protection. In having our own well, because of the huge amount of pollution of lawn chemicals, etc. we need to have our well chlorinated once a year. The last time we had it done it cost us *90.00. If we need to pay for city clean-up, I feel it is only fair that the city help pay our costs as well. Living where we do there is no need to keep up with the neighbors, so we do not even use any of the lawn chemicals and neither do our neighbors. As far as the city tights are concerned, as I mentioned early, we do have our own yard (or street) light which we own, have to repair and pay for the electrical use. Once again the city is not helping to pay for our costs. The city lights far more benefit those living on the streets than they do us. The lights provide for them a certain amount of protection both to their families and to their homes.. They do not benefit us. We have approached the utility company at least on two separate ocas=_.ions as to the necessity of us having to pay this bill. The first time was upon receiving the first bill and the second being when the city lights portion was added. Both conversations ended in a like manner. The fact being that we just had to pay it regardless and that if they were in Our position they would not feel it was fair either. Nothing was ever said about writing any letters or speaking or being able to contact anyone else. Each time we receive the bill it aggravates us a little more. So we decided on our own to go to the top. What we are requesting is to be eliminated from paying this bill because of reasons stated above and to be reimbursed for all past payments because we were not given the proper information when contacting the Utility Department and because this bill is unfair for people who live in areas as we do. We also wanted to bring to your attention Carriage Hills Drive. We have noticed that according to your city map you have Carriage Hills Drive listed as a private road. We were told many, many years ago that it was not nor could it be a private 1 road because of the park. Before work was started on Pilot Knob, we contacted the County Commissioner, Don Chapdelaine who informed us that Carriage Hills Drive belonged to the city. We do get the snow plowed and grading and some gravel upon request for which we are grateful. The road could use some major work liKe a better road bed, crowning and better drainage. The park trails that cross the road are always raising havoc with the road. They groom their trails and we lose gravel and gain their sand and clay. The trails also cause a huge water run off problem during the rains. It would be great if these problems would be addressed. Thank you for your interest and concern in this matter and we trust that your action will be a positive one for us. We await your response. Robert and Rufh Pryor 1248 Carriage Hills Drive Eagan, MN 55123 PERMIT CITY OF EAGAN 3830 Pilot Knob Road PERMIT TYPE: BUILDING Eagan, Minnesota 55123 Permit Number: 021819 (612) 681-4675 Date Issued: 08/25/93 SITE ADDRESS: 1248 CARRIAGE HILL DR LOT: 4 BLOCK: 76 SECTION 34 P.I.N.: 10-03400-031-76 DESCRIPTION: (GAS) Blu3 di`ng' Permit Type FIREPLACE Building~W'ork Type NEW J QE gd] REMARKS: FEE SUMMARY: Base Fee $25.00 Surcharge $.50 Total Fee $25.50 CONTRACTOR: - Applicant - ST. LIC. OWNER: HEAT-N-GLO FIREPLACES 18900758 0002960 PRYOR 808 3850 W HWY 13 1248 CARRIAGE HILL DR BURNSVILLE MN 55337 EAGAN MN 55121 (612) 890-0758 (612)454-8636 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Mn. Statutes and City of Eagan Ordinances. APPLICANT/PERMITEE SIGNATURE fSSU D e . SI N INSPECTION RECORD CITY OFEAGAN PERMIT TYPE: BUILDING 3830 Pilot Knob Road Permit Number: 021819 Eagan, Minnesota 55123 Date Issued: 08 /25 /93 (612) 681-4675 SITE ADDRESS: LOT: 4 BLOCK: 76 APPLICANT: 1248 CARRIAGE HILL DR HEAT-N-GLO FIREPLACES SECTION 34 (612) 890-0758 PERMIT SUBTYPE: TYPE OF WORK: FIREPLACE NEW DESCRIPTION (GAS) INSPECTION TYPE .DATE INSPTR. INSPECTION DATE INSPTR. FIREPLACE C ~ REACTIVA-~-_ CITY OF EAGAN PERMI~ # 1993 BUILDING PERMIT APPLICATION lit IQ ss1-as7s SINGLE & MULTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 copy of energy calcs. COMMERCIAL 2 sets of architectural & structural plans, 1 set of specifications, 1 copy of energy calcs. Penalty applies: 1) when permit is typed, but not picked up by last working day of month in which request is made, 2) address is changed or 3) lot change is requested once permit is issued. Date Valuation of work Site Address: 014 1/LCAQ c c" )67 STREET SUITE L' Tenant Name: (commercial only) LOT BLOCK Sul OjA 41f P.I.D. N )m 1 S~ Description of work: V "41& The applicant is: ❑ Owner contractor ❑ Other (Describe) Name Phone Property LAST FIRST Owner Address IM ~ c K (&2 ~ ell STREET STE M City 612 nL~ State Al Zip4 Company Phoned Contractor Address ?&SU 1. UJI I~ License # Exp. 9v ~Ieo zips 3 City State Architect/ Company Phone Engineer Name Registration # Address City State Zip Sewer & water licensed plumber Processing time for sewer & water permits is two days once area has been approved. I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: 0Y0 o ~ o r 7~ city of eagan THOMAS EGAN Mayor PATRICIA AWADA SHAWN HUNTER SANDRA A. MASIN THEODORE WACHTER Council Members October 21, 1993 THOMAS HEDGES City Administrator E. J, VAN OVERBEKE ROBERT & RUTH PRYOR City Clerk 1248 CARRIAGE HILL DR EAGAN MN 55123 _ Dear Mr. & Mrs. Pryor: I have received your letter of October 7 and researched your concerns with our City staff. Your concerns pertain to the quarterly billing for 1) community street and signal light energy fee, 2) storm water drainage utility fee and 3) the jurisdiction and maintenance of Carriage Hills Drive. In relation to the quarterly fee for community street and signal lights, this is for the energy fee incurred by the City for the major intersection streetlights and traffic control signals throughout our community to provide a safer driving environment for all of our citizens who use any number of our public streets for either work or pleasure. This fee was implemented by Council action on December 3 and December 17, 1991 and applies to all property owners (business and residential) within the City of Eagan whether or not they have local residential /neighborhood streetlights. Approximately 60% of our community who have these local streetlight systems pay an additional quarterly utility fee for their related energy cost. However, your quarterly billing is for the community-wide major intersection streetlights and traffic signal systems. In regards to your second concern pertaining to the Storm Water Utility Fee, this Ordinance was adopted by Council action on May 17, 1990. This program establishes a quarterly utility fee based on the size and use of every parcel within the City of Eagan. The revenue from this utility fee not only finances comprehensive water quality improvements for many of our community's recreational waterbodies within our park system, but also finances the ongoing operational, maintenance and renewal costs associated with maintaining the community's overall storm sewer system helping to ensure that storm water drainage throughout our community is handled in a responsible manner. This helps to ensure that all streets in our community remain open to traffic for the commuting needs of our citizens as well as maintaining our 350+ ponds, wetlands and lakes in such a manner to meet the recreational needs of our community. MUNICIPAL CENTER THE LONE OAK TREE MAINTENANCE FACILITY 3830 PILOT KNOB ROAD THE SYMBOL OF STRENGTH AND GROWTH N OUR COMMUNITY 3501 COACHMAN POINT EAGAN, MINNESOTA 551 22-189 7 EAGAN, MINNESOTA 55122 PHONE: (612) 661-4600 PHONE: (612) 681-4300 FAX: (612) 681-4612 Equal Opportunity/Affirmative Action Employer FAX' (612) 681-4360 TDD. (612) 454-8535 TDD (612) 4548535 Page 2 Your last concern pertained to the jurisdictional responsibilities and maintenance of the present gravel surfaced Carriage Hills Drive. This public right-of-way of 40'-70' was dedicated with the platting of the Eagan's Carriage Hill Addition and is the maintenance responsibility of the City of Eagan. Our street map currently reflects this as being a public street. However, there may be some confusion pertaining to the line delineating the Lebanon Hills Regional Park boundary which follows this same roadway alignment. The City's Street Maintenance Department presently performs all-season maintenance on this roadway. However, it is difficult to provide a stable roadway that is not improved with hard surfacing and curb and gutter to contain and control drainage and erosion. While unimproved gravel roads may require a higher level of maintenance efforts to meet the desires of the adjacent property owners, it should not be disproportionate to the amount of maintenance performed on improved streets throughout the rest of the community. This reflects the philosophy that general street maintenance is financed equally by all property owners within the community, and public road improvements, which minimize the amount of maintenance, is financed by special assessments against the adjacent property owners only. If affected property owners wish to have a gravel surfaced street maintained to a higher level of service, the City's long-term policy has been to have those streets improved to the City standards of bituminous surfacing with concrete curb and gutter and related storm sewer facilities which would be financed by the adjacent property owners. This type of improvement would ensure continuous high quality access to a level of service than can be provided with the current unimproved condition. The City Council is constantly dealing with the budget process and related fiscal constraints and works very hard to balance service delivery with the community's ability and desire to finance those services. Your community's elected officials and City staff are very sensitive to the costs for all citizens and property owners and work very hard to balance competing needs. I hope this letter helps to explain the rationale behind the City policies as it pertains to the concerns you have raised. Please feel free to call me or our City Administrator, Mr. Tom Hedges, if you have any additional questions or concerns. Sincerely, as A. Egan Mayor TAE/jj cc: Thomas L. Hedges, City Administrator PERC TEST AND SEPTIC DESIGN Prepared for; Richard Pryor Prepared by; Gary Staber Date; September 20, 1999 25275 VERGUS AVE. 56 'Ew PRAGUE. MN 56071 FAX 461-2336 Ax 46 -2336 PAGER 560_7336 Gary Staber BCOIATON TESTING, CUMPWNCE IN]VECTIONS, SEPTIC SYSTEM DESIGN SOIL BORINGS, SEPTIC SYSTEM TROUBLE-SNORTING L. CFNSED, NSUREO AND BONDED CERTIFIED BY MINNESOTA POI,LILT N CDNTROL AGENCY # 400 ON-SITE SEWAGE TREATMENT SYSTEM - INSPECTIONREPORT Applicant and Permit Date of Inspection: Inspected by: Parcel ID: Municipality/Township: Site Address: S t~iuk 'h I G /Zl- SE' PE S A ,SCIIT.S:' <Hx"` 7. 7 G # Soil Borings (e>,zs Depth to Restriction House Type: `J II III (Indies) 3 #Perc Test lit 1P. Garbage Disposal: Yes.R Type: Mottling Bedrock W.Wtable Z_o Average Perc Rate Z # of Bedrooms (MPI) o._~ Acceptance Rate (sq. K/fzd) U # Potential Bedrooms Reserve Ar es No .SEPTIC'.TANKSEECMCA'ITQNS:-~' Number of Septic Tanks Outlet a min. 3" below inlet c y Inspection Pipes (4^ min.) I't~o Capacity ' city (1.000 ~g, tZtin.) t"j Y Horizontal Dimension (24".i.) Manhole (z4^ min.) Pre-fab Tank ModeL-(:2~0 Tani; is level Pumping tank es No Outlet Baffle (35%,f total liquid Inlet Baffle (6•' below liquid-1" 1 depth. 6" above liquid surface) above inld crown) I Capacity 7 Liquid Depth (3o^ min.) l Watertight Construction _ ;..a. - EPTI .Te1NIC AC'.KS~:._;:. .S C SET,B , ^ 3> Property Lines (I o,) ]o Buildings (to) Buried Water Pressure Pipes (to-) 7> Well (75') Recreation & Tributary (ps') - _ All others except Rec. &Trib. Buildings (2o') - 2>% -t r) ~-Recreation & Tributary (n') All others except Rec. & Trib. - (Iso') Large Trees (lo*) ~nh Well (so' or loo') - Z~ Buried Water Pressure Lints L~ Property Lines (la•) (lo ) DROY FE Y Watertight Construction Pipe to Drop Box (unperronced) Box is Level Y Inlet Inverts (t^ about outad Outlet Inverts (a" above floor) Distribution: mvit / Pressure invert) 7 Pipe Connection '-F Number of Laterals Trench Widths (19".,6,-36- C> Slope of Pipe ~o Rock Under Pipe (6 -za) ~ Soil over Laterals (6'• mim -76•' ~7 Rock is Covered (with-tar b N' Lateral Lengths (too', ) Y p~ nv~d) Size of Washed Rock (s/4^ a Lateral Spacing (r -cc w Z'h') Z Rock Over Pipe (T) ~ermca) Total Trench Depth Bottom of Trench to Water 26 -MN Total Sq. Ft. Trench Area inches Table or Bedrock N SCALE: -.Q = feet Site Drawing: ter. j w_ ...,,i,._.....,.F.,,..,a ..w, F F F _ _ a _ f [ i F i _l ,fm i i : Designer: Approved: Yes / No Installer: Signature'. PERCOLATION TEST DATA SHEET n, /ate •--3-`l`~ ; 1{ S a.m. Percolation test readings tt75de by bh~~ on staving at ®m Test hole location /248 Hole numbers Date hole was prepared Depth of hole bottom z-Ii nches, Diameter of hole inches Soil data from test hole: Depth, inches Soil texture v-1z 1 ,t zkz ~ Method of scratching sidewall 1 /-4 A," Depth of gravel in bottom of hole Z inches o~ Date and hour of initial water filling Depth of initial water filling- inches above hole bosom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours f z:- Q f `i 1 t 1 h 1 +Maximum water depth above hole bottom during test U inch! Time Percolation Time interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch ~J Percolation rate = L minutes per inch. PERCOLATION TEST DATA SHEET ~I Percolation test readings made by on J- 3-99 starting at 'test hole location f+'ce Hole number ~ Dale hole was prepared Depth of hole bottom Z4 inches, Diameter of hole (~inchcs Soil data from test hole: Depth, inches Soil texture U- 1 I o 1z-y~ ro~ X14 Method of scratching sidewall > n Depth of gravel in bottom of hole 2 inches 1J•~a Date and hour of initial water filling Depth of initial water filling- Z inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours ~ L J ! r f t\ 1 ( - n-c~Maximum water depth above hole bottom during tcsr F inch. 1 Time Percolation Time interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch -4 :Lz- 17 1 S7 -4- Percolation rate = • ~ minutes Minch, PERCOLATION TEST DATA SHEET Percolation test readings made by oe--~9 starting at > m Test hole location / 24 3 CA'?~< `Y-4- t4'% (••s , Hole number, Date hole was prepared Depth of hole bottom Z~ inches, Diameter of hole inches Soil data from test hole: Depth, inches Soil texture Method of scratching sidewall 2 > _2 N ° Depth of gravel in bottom of hole inches o~~- Date and hour of initial water filling , Depth of initial water filling -Z -inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours ~ 1 ~j 6,,,4f~ t ! v - (~1 ^ 12 aximum water depth above hole bottom during tesr F incliL/ Ti me Percolation Time interval, Measurement, Drop in water rate. Remarks minutes inches level, inches minutes per inch ~2 vafcr lfv~t r • 1~ x,17 V-~ F`G_ 1! -r+2__ rI Z_ Percolation rate = Z` n minutes per inch. Logs of Soil Borings - - B-31 'Location or Project / Gs' Borings made by Date Classification System: AASHO USDA-SCS L Unified ; other Auger used (check two): Hand 71' , or Power Plight or Bucket ; other Depth, Boring number - J-- Depth, Boring number ~Z in Surface elevation in Surface elevation feet feet 0 0 . / ~~31~ SA~c1 I o-v< 1- 1 - 2 - 2 - 3 - 3 - 4 - 4 - 5 - 5 - 6 - 6 7 - 7 - 8 - 8 - End of boring at feet. End of boring at feet. Standing water table: Standing water table: Present at feet of depth, Present at feet of depth, hours after boring. hours after boring. Not present in boring hole Not present in boring hole. Mottled soil: Mottled soil: Observed at feet of d7L h. Observed at feet of depth. Not present in boring hole Not present in boring hole . Observations and comments: Observations and comments: Logs of Soil Borings B-31 Location or Project / D- q E- ~ Borings made by, r Date Classification System: AASHO ; USDA-SCS L Unified ; other Auger used (check two): Hand or Power -;'Plight or Bucket f ; other Depth, Boring number Depth, Boring number feet Surface elevation feet Surface elevation 0 0 2 - 2 3 - 3 - 4 - 4 - 5 - 5 - 6 - 6 - 7 - 7 - 8 - 8 - End of boring at feet. End of boring at feet. Standing water table: Standing water table: Present at feet of depth, Present at feet of depth, hours after boring. hours after boring. Not present in boring hole Not present in boring hole. Mottled soil: Mottled soil: Observed at feet of depth. Observed at feet of depth. Not present in boring hole 4-- Not present in boring hole Observations and comments: Observations and comments: Logs of Soil Borings ' H-31 Location or Project / D-4 Borings made by , Date Classification System: AASHO USDA-SCS Unified ; other Auger used (check two): Hand or Power Flight or Bucket -71 ; other Depth, Boring number - Til Depth, Boring number in Surface elevation Ak-k- in Surface elevation feet feet 0 0 . S"z' `J I ^-vim •S\--s S a~c1 1 - ) 1 - 2 - 2 - 3 - 3 - 4 - 4 - S - S - 6 - 6 - 7 - 7 - 8 - S - End of boring at feet. End of boring at feet. Standing water table: Standing water table: Present at feet of depth, Present at feet of depth, hours after boring. hours after boring. Not present in boring hole Not present in boring hole. Mottled soil: Mottled soil: Observed at feet of d_e/pth. Observed at feet of depth. Not present in boring hole r Not present in boring hole . Observations and comments: Observations and comments: 95. 11.99 TUE 07:24 FAA 9514207614 ISO 196 DISTRICT OFFICE 16002 N Pryor Property Pel ID 1"* w E 3400.031-76 Area: 10.03400-040-76 5 TOTAL +1-2.5 Acres SCALE 1:1200 100 0 100 200 FEET v J✓' 1~ O v. Affected Tax Parcel Prepared by Dakota Cou* Surrey and Land Information Department 0MAW A W4 Jew SEPTIC SYSTEM DESIGN DESIGN CRITERIA; Existing 3 bedroom type 1 single family home. No garbage disposal. WATER USAGE; 450 gallons per day maximum. PERCOLATION RATE; 2.0 minutes per inch. SEPTIC TANK; Examine existing tank, check size and condition. Minimum size required is 1,500 gallons. Install a new 1,500 gallon double compartment precast tank if needed. DRAINFIELD; 374 square feet required, 480 square feet proposed. Each trench is 36 inches wide with 6 inches of rock below the pipe. 160 lineal feet of drainfield proposed. Please see detail. PUMP CHAMBER; Install a 1,000 gallon precast tank. Set as specified for a three bedroom house. GENERAL CONSTRUCTION PRACTICES; Divert all surface water away from the drainfield area. Do not disturb the drainfield area during construction. Fence off the drainfield area if necessary. If there are any questions regarding this design please contact Gary Staber at 461-2356. SOIL TREATMENT SYSTEM SITE PLAN DRAWING REQUIRED I1fFORMATION Check box u completed: ❑ North arrow ❑ Lakes, rivers, streams, wetlands ❑ Road rightof-way(s) Z11 1~~ ❑ Dailgoated wll treatment *sea..,.- ❑ Ordinary high water level of public waters ❑ Lot lines ors -U 1,51; ❑ cell borings i pan test locations with ❑ Flooding potential ore" ❑ Lot e"aments horizontal i vertical reference point ❑ Location of disturbed or compacted once ❑ Setbacks from buildings ❑ wells within 100 feet ❑ Location of ran-on potential w" ❑ Proposed & walathag building ❑ Sewer line within 50 feet'yf wells ❑ Movation of bottom of sell treatment wren with foundations ❑ Direction f slope(s) ❑ Aces" route for tank maintenance SCALE: 1 inch PLI I ---YC ► I I i I I I c~ 1 F- 64 n I- I ~ c 0 _ _ CIl c " S _ Cr 3 I A o=ars n ~ ^ " n I hereby ces ify a a Stale of Minnesota Licensed Site Evaluator that the individual x age treatment system diagrammed above is p n signed in accordance with all applicable requirements of Minnesota Rules Chapter 7080. The diagram of the on-site sewage treatment system is cwrate w of the dst t me bottom of this form for the site identified in this report. No determination of future hydraulic performance can be made ^ c = ue to future waler go ov a life of the system. 3 w a G o r >esigner SI( lire I • olm It Dnlo sNU1V1UUALbL•VVAIa11' 11(L•A1MLNI bYS'1'LM WUKKSHhhl' ' FLOW Esumalod Sewage Flows in Gallons per daY I 1 d) A. Estimated Sa gpd wormer ITypel (Typell of IType m Type measured x 1.5= gpd I I SEPTIC TANK VOLUME ' I ga110IL5 A.. Q 2 300 225 190 B. r*3 Q 1c_ 3 1450 300 219 I Of ' / _ \ 4 1600 375 256 valves SOILS (Site evaluation data) 5 750 450 00 525 290 6 ,9 900 525 332 17sye 1, C. Depth to restricting layer = S feet 7 1 1050 1 600 370 Her D. Maximum depth of svstem C - 3 ft = z feet 8 1200 1 675 408 1 m i ao6utun E. Texture CA- c~ Percolation rate Z - rN MFI F. SSF,sgft/gpd Tank c. tw G. Slope Z % 1„a,e oar e. Nuol of Niw Ugwd Lxndeapa,rywh wmd'sp~.ala~ e6lanm ocd TRENCH BOTTOM AREA . catuoty jw H. For trenches with 6 inches of rock below the pipe: _ 11 p x3..44 low 15M u U A-_ &zs 5.o 6 1506 n" 3000 A x F 1l Qi x _ sq ft of bottom area 7. s,yy _nn 3606 + I. For trenches with 12 inches of rock below the pipe: A x F x 0.8 = _ x _ x 0.8 = _ sq ft of bottom area Sal Characteristics and Required Areas J. For trenches with 18 inches of rock below the pipe: for Sewa a T.eatment A x F x 0.66 = x _ x 0.66 = sq ft of bottom area permisoon Ram in Square K. For trenches with 24 inches of rock below the Minutes per Inch Soil Texture feet per gallon pipe: (Mpn per day AxFx0.6x_x0.6sgftofbottom area BED BOTTOM AREA Faster than 0.1 • coarse sand - 0.1 w5 sand 013 L. For seepage beds with 6 or 12 inches of rock below the pipe; 0.1 to 5 Fine scud 1.67 1.5 x A x F = 1.5 x _ x _ s q of bottom area 6 to 15 sandy Loam 127 q 16 to 30 Loam 1.67 31 to 45 Silt Loam _00 ROCK VOLUME IN CU FT slowathan60... ~clav -0 M. Rock depth below distribution pipe plus 0.5 foot times bottom area: Soil too coarse tot sewage ueatt mm M =Rock depth + 6 inches x Area (H,I,J,L,K) use systesos for raptdq prmteable soils. or more of fine sand +0.5 ft yON ft plus Soil vluvin m 6e= 50% sand - ) - ROCK VOLUME IN CU YDS '''Soil with too high a parentage of else for N. Volume in cu ft divided by 27 installation of an mgtotnd standard system M+27=cu ydsq_,'j:no 27cuvds ROCK WEIGHT 6 inches-., 0%'Reduction" 0. Cubic yards times 1.4 = tons)) OO 12 inches= 20% Reduction N x 1.4 = tons x 1.4 = zs tons 18 inches= 34Y6 Reduction 24 inches= 40% Reduction SYSTEM LENGTH * sizing for gravelless trench P. Select trench width = 3 ft Q. Divide bottom area by trench width: (H, 1, J, or K) + P = lineal feet Geotextile Fabric /dd i a' ado H+~=llineal feet 2"Rock cover it Q1. Gravegess Design e, o... A x F- (3 for 1 pipe, 2 for 8" pipe, widthof the Chamber) n,D, o p o° 0. ;i c„ i 4" Dist. Pipe x feet ,mean Do:;D; LAWN AREA 0....w°.• .?o. = feet oavo.?. R. Select trench spacing, center to center s S. Multiply trench acin b lineal feet R x Q = s q of lawn area spacing d6•a°x°xc6.:G vooAp: f x= L L~~cq It q o a: o>:g o;bea•• 6-24 Rock ; son 3/4-21/2., oe,W ;n vo . Vann°. LAYOUT (Use other ide`) ~ rr 1. Select an appropriate scale; one s4j!W-- __7 _ feet. oe' Y 2. Show pertinent property boundaries, right-of-way, easements. °'Oeo 0 oe;0s6°p" 3. Show location of house, garage, driveway, and all other improvements, existing or proposed 18-36" width 4. Show location and layout of sewage treatment system. 5. Show location of water supply well. 6. Dimension all set backs and separation distances. TRENCH CROSS-SECTION FINISHED GRADE ORIGINAL GRADE IN CHES OF ORIGINAL GRADE BA VKFU-LOVERROCK FILL SOIL TO A MINIMUM[ OF 6 INCHES OVER ROCK AA)MAUM TRENCH DEPTH NONWOVEN GEOTEXTILE FABRIC Z INCHES 2 INCHES OF ROCK OVER PIPE 2" OF ROCK OVER PIPE 4 INCH PIPE 4" DISTRIBUTION PIPE INCHES OF 3/4" TO 2 1/2" 6 - 24 INCHES OF WASHED SEWER ROCKS WASHED ROCK BELOW BELOW DISTRIBUTION PIPE DISTRIBUTION PIPE INCHES TRENCH WIDTH PUMP SELECTION PROCEDURE A. Determine pump capacity: Gravity Distribution 1. Minimum suggested is 20 gpm 2. Maximum suggested is 45 gpm Pressure Distibution 3. a. Select number of perforated laterals Perforation Discharges in GPM b. Select perforation spacing = feet. Head Perforation diameter c. Subtract 2 ft. from the rock layer length- (feet) (inches) - 2 ft. = feet. 7/32 1/4 14th Ip<r I<ngN d. Determine the number of spaces between perforations. 1.0a 0.56 0.74 Length pert. s acin = ft. + ft. = spaces 1.5 0.60 oso P S- 2.0b 0.80 1.04 e. - spaces + 1 = perforations/lateral f. Multiply perforations per lateral by number of laterals to a Use 1.0 foot single homes. Use 2.0 feet for anything else. It get total number of perforations. r x rr nrra= - perforations. 9 Fzrlr x °-gpm- SELECTED PUMP CAPACITY L gpm " / Soil treatment system B. Determine head requirements: (/-1Zi oaogoo•o: 1. Elevation difference between pump and point of discharge. _'2 '2 feet Total pipe length 2. If pumping to a pressure distribution system, five feet for pressure required at manifold if gravity system, zero. nlet Elevation DJferenre feet npe 3. Friction loss x - a. Enter friction loss table with gpm and pipe diameter. Read friction loss in feet per 100 feet from table (F-14). F.L. = ~ 1 ft./100 ft of pipe b. Determine total pipe length from pump to discharge Friction Loss in Plastic Pipe point. Estimate by adding 25 percent to pipe length for fitting Nominal loss, or use a fitting loss chart (F-15 feet). pipe dia. Equivalent pipe length - 1.25 times pipe length = Flow Rate ,P 7 t x 1.25 = 344 feet gpm 1.5" 2" 3" c. Calculate total friction loss by multiplying friction loss in ft/100 fS by equivalent pipe length. 20 2.47 0.73 0.11 Total friction loss = ~~V x 1, 1 +100 = 4 feet 25 3.73 1.11 0.16 4. Total head required is the sum of elevation difference, 30 5.23 1.55 0.23 35 6.96 2.06 0.30 special head requirements, and total friction loss. 40 8.91 2.64 0.39 45 11.07 3.28 0.48 Zr~ + - + 4 50 13.46 3.99 0.58 55 4.76 0.70 (1) (2) (30 60 5.60 0.82 65 6.48 0.95 TOTAL HEAD 3 1 feet 70 7.44 1.09 C. Pump selection 1. A pump must be selected to deliver at least ZS gpm (Step A) with at least -2 l feet of total head (Step B). ALARM WIRE PIGGY BACK PLUG IN WEATHER MANHOLE COVER SECURED TO PROOF ENCLOSURE-OR LOCATE PREVENT UNAUTHORIZED IN HOUSE BASEMENT ENTRY POWER SUPPLY JO UNION OR OTHER OVICK CONTROL WIRE DISCONNECT FITTING PUMP POWER CORD plpE I LAID ON A 24' MANHOLE UNIFORM SLOPE FROM PUMP STATION UP TO AIL TREATMENT AREA r FROM 1 - FOR PROPER DRAINBCK IL SEPTIC PLASTIC ROPE OR CHAIN TANK WITH ANCHOR IF PIPE AT TANK MUST ALARM FLOAT ON SEPARATE BE LOWER THAN UNION ELECTRICAL CIRCUIT TO GET EI-EvATION FOR _ RESERVE CAPACITY KIF HOLE WEEP HOLE MUST BE AFTER ALARM SOUNDS USED - - - - _5TA9LLEVEL -2 - 7~ r - - r SHUT-QFF_{„EyELy 12'-IB" MINIMUM DEPTH PUMPnBLE DOD " CAPACITY AT LEAST 75 GALLONS REDWOOD. CEDA7 OR q WATER" TIGHT'6 LOCKABLE'ELECTRIC BOX-~ TREATED POST (q mI~) i PLUGS OR ELECTRIC CONNECTIONS- /-NSIDE ELECTRIC CONNECTIONS MADE 2- PVC CONDUIT SCHEDULE 80 MANHOLE COVER CHAINED B LOCKED 6*,SP.ACE LOOP OF POWER CORD FOR SEALED IAANHOLE RINGS / SETTLEMENT / FINAL GRADE AT LEAST 12* UNION BELOW GRADE WIRE FROM POWER SUPPLY _ PIPE IS LAID ON A UNIFORM SLOPE FROM PUMP STATION UP TO SOIL TREATMENT AREA FOR PROPER DRAINBACK SEALED TANK COVER ~IF PIPE AT TANK MUST BE LOWER THAN UNION TO GET ELEVATION FOR DRAINBACK, PLASTIC ROPE OR CHAIN A I/4 INCH WEEP HOLE MUST BE USED WITH ANCHOR - WEEP HOLE ALARM FLOAT ON SEPARATE ELECTRICAL CIRCUIT NOTES= ELECTRICAL WIRE FROM POWER SUPPLY 51AIn_UVo`9 _ Lr MUST OTLRU OVER AOTI TANKS BUT U BE 3'~ . AND MUST BE PLACED IN CONDUIT ALONG POST SHUT-gtinLEVLEL_ _ ELECTRICAL CORDS FROM PUMP AND FLOATS MUST BE RUN THROUGH PUMP CONTROL FLOAT- _ CONDUIT WIRES CANNOT HAVE GROUND CONTACT. 000 F•]5 80 1/2 HP-A PUMPS HEAD. /ZHP A 'hHP-B '/ZHP-C /3HP-D (Flow in gprril 70 10 69 77 108 63 15 72 54 60 20 61 65 40 43 ~ c 25 8 25 H P.7 B 30 52 50 - - 50 2 '40 43 26 a°~ .50. 35 - = 60 25 40 70 I5 o 1/3 HP-0 So- 3 30 .T Q • - 0 20 1/2 HP C 10 00 10 20 30 40 50 60 70 80 90 100 Discharge, in Gallons per Minute (gpm) CLAIM VOUCIIF,R - RErUiTo RtQOF.ST CITY OF EACAN i i CLAIMANT HUNTER CONSTRUCTION ADPRtSS 6015 ASHER I INVER GROVE HEIGHTS, MN 55077 Location 1245 CARRIAGE HILLS DRIVE L31, B76, SECTION 34 _ Receipt No./Date 10532/07-15-93 _ Reason for Refund OVERCHARGED BUILDING CONTRACTOP FOR BUTLMNG WM JI Type of Refund Electrical Permit 01-3211 S Plumbing Permit 01-3212 $ Mechanical Permit 01-3213 S Surcharge 01-2155 S Water Connection Permit 20-3713 $ Sewer Connection Permit 20-3743 S Account Deposit 20-2252 S Utility Account Over-Payment 20-2250 S Other: CONTRACTOR LICENSE FEEg31~ OOI $ 5.00 $ TOTAL S. 5.00 I declare under the penalties of law that this account, claim or demand is Just and . Wt no part of it has been naid. JULY 14, 1993 Si nature Date 3CITY USE ONLY , ( L U L 1* 131 RECEIPT#: SUED. Se GA1 O Vl `T RECEIPT DATE: C~'~ PERMIT # t"7 ` `P 1999 PLUMBING PERMIT (RESMENTIAL) CITY of EmAN 3830 PILOT KNOB EtD EAGAN, MN 55122 (651) 661-4675 3(b IC 0 Sat goo Please complete for: > single family dwellings y S - O O a 4 > townhomes and condos when permits are required for each unit '5'0 L > backflow preventer for underground sprinkler system - u r Cjo"Cr g~ FIXTURES EACH # TOTAL Bath tub $ 3.00 x = $ Floor drain 3.00 x = $ Gas piping outlet ' minimum -1 3.00 x = $ Hot tub/spa 3.00 x = $ Kitchen sink 3.00 x = $ Laundry tray 3.00 x = $ Lavatory 3.00 x = $ Minimum fee alterations to existing dwelling 30-00 x = $ Private Disposal System new/refurbished " requires MPC lic. 75.00 x = $ S- " Private Disposal System abandonment 30.00 x = $ RPZ new installation/re air 30.00 x = $ Rough opening 1.50 x = $ Shower 3.00 x = $ Underground srinkler if dwelling is under construction 3.00 x = $ Under roundsprinkler if existing dwelling 30.00 x = $ Water closet 3.00 x = $ Water heater 100 x = $ Water softener if dwelling under construction 5.00 x = $ Water softener if existing dwelling 30.00 x = $ Water turnaround 30.00 x _ $ State Surcharge .50 > > $ .50 Total > > > $ o Reminder. Call for inspections of alterations, Le. water heaters, water softeners, etc. - I hereby acknowledge that I have read this application, slate that the information is correct, and agree to comply with all applicable City of Eagan ordinances. It is the applicant's responsibility to notify the property owner that the City of Eagan assumes no liability for any damages caused by the City during its normal operational and maintenance activities to the facilities constructed under this permit within City property/right-of-way/easement. SITE ADDRESS: /a, Ly c OWNER NAME:: U4~iF~~n N k/' u9"7 TELEPHONE ZSI pp nn (AREA CODE) INSTALLER NAME: :o„ fiU. 7~ TELEPHONE p S/ F3-y 3G a STREET ADDRESS: (AREA CODE) CITY: STATE: ~~//lJn ZIP: ,S-5%o1 3 SIGN URE OF PERMITTEE PERMIT CITY OF EAGAN PERMIT TYPE: ~830„11ot Knob Road ~ ~ ~ ~ s ~ N G agan, Minnesota 55122-1897 Permit Number, (612) 681-4675 Date Issued: 06/22/98 SITE ADDRESS: 1284 CARRIAGE HILL DR ILO : 39 BLOCK: 2 EGAN'S CARRIAGE HILL P.S.N.: 10-22540-390-02 DESCRIPTION: E,x~-~ NEW ROOFING SYSTEM BuIl!MvllPermit Type SF (MISC. ) Erailt4lh'g'O4,rk Type NEW ffn-StiS. o4e,7:`!W,% , 434 ALT. RESIDENTIAL 7" W 9YJ➢V~ i_ J 2 t E _ _ - ff E l - nra i. i c et' i~ iN h G A~p Mt Pd E6;r 18 k.IC 5IS 18 REM~LW*REVIEWED BY BILL ADAMS FEE SUMMARY: VALUATION $10,000 Base Fee $162.25 Surcharge 16.00 Total Fee $167.26 CONTRACTOR: OWNER: - A p p l i c a n t FOSS ROLLIN ' 1284 CARRIAGE HILL DR EAGAN MN 55123 (612)688-0171 "S herel7y a`cknowled'ge thai-I 6- 11 a0 p1 P,'atko' n a7d sta s_ tkidt "t "Lk nf€trrtiatzon °-i s .,corre-nt an,d clgr e~ to cr~mply } th a 7=r app2iea7~le C `scf ti: . +5tat0t.es a r City t) 1<agarj Urd7.n' Tfces - _ - 41, y IIIIri APPLICANT/PERMITEE SIGNATURE 1 SUED BY. SIGNATURE L+ G~~ I Sfckivh3c( ON-SITE SEWAGE TREATMENT SYSTEM - INSPECTIONREPORT Applicant and Permit 474 N 4 199Vateoflnspe tion: Inspected by: Parcel ID: Municipality/township: -SiteAddress:Yi- L_,T ~ . HOUSE SPECS AND SOILS # Soil Borings ZO Depth to Restriction House Type: a II III 3 # Perc Test ware table Garbage Disposal: Yes oWmg~ atrod Average Perc Rate Type. # of Bedrooms (yy.L Rate (sq. FtApc44 C~ # Potential Bedrooms Reserve Area:/Yea,/ No SEP1` CITANX SPECIFICATTOIVS.: Number off.Wtic Tanks Outlet a min. 3- below inlet / f~ ; 3 Inspection Pipes (4-mm.) / Capacity (1,Ooo g min.) Horizontal Dimension (24^ min-) Manhole (24^aam) Pre-fab Tank Model: Y/ No Tank is level / ' / Pumping Yes o v Outlet Baffle (3s% of tots) liquid " Inlet Baffle (6^ beto o liquid-t^ /depot 6•' above liquid audaoe) above inlet crown) • /~Caapacity Liquid Depth (30^ mitt) Watertight Construction SEPTIC TANX UTBACRS aO tl Property Lines (to, Buildings (to, 4tey"Buried Water Pressure Pipes (to•) 7 5 Well (7s•) =-RVigon & Tributary (75') ors except Rec. & Trib. (tso, DRAINMLD SETBACKS Buildings (zo, n& Tributary (75•) All others except Rec. & Trib. S Large Trees (to, fr,p L°VrWe1t (so• a too, Lines re-LE Property Lines (to*) y DROP BOX Watertight Construction Pipe to Drop Box (umaturated) Box is Level Inlet Inverts (t^ above outlet 6 Outlet Inverts (4^ above door) Distribution: Pressure urvat) ~ipe Connection i D.RAINFIM]j Number of Laterals Trench Widths (is"mm -36" ~ Slope of Pipe t< Rock Under Pipe (6"-24^) ^ Soil over Laterals (6" min. -36" ( /.a ri is Covered (with were max.) 1kU Lateral Lengths (ioo• that) P0101' m'tww) i Sim of Washed Rock (3(4" to ell L Rock Over Pipe (2^) Lateral Spacing (7• m oeoter - 2%-) w 6.~ Total Trench Depth pvfiffcd) _ Bottom of Trench to Water Total Sq. Ft. Trench Area ion Table or Bedrock CA] E = feet Site Drawing: ~d c q._, t ' ~ efJeTli s tl.w . t , Designer: Approved: es No Installer:"rte Signature: PERMIT ~CITY OF EAGAN/mil ~~10.00 3830 Pilot Knob Road PERMIT TYPE: B U I L D I N G Eagan, Minnesota 55123 Permit Number: 021471 (612) 681-4675 Date Issued: 0 7 / 15 / 9 3 SITE ADDRESS: 1145 3~4's CARRIAGE HILL OR LOT: 31 BLOCK: 76 SECTION 34 DESCRIPTION: WINDOWS/SKIRTING Bu'ildin-g-,Permit Type SF (MISC.) Building Work Type REPAIR t v 10 vim,-~, REMARKS: FEE SUMMARY VALUATION $4,000 Base Fee $63.00 Surcharge $2.00 Total Fee $65.00 CONTRACTOR: - Applicant - ST. LIC. OWNER: HUNTER CONST 16431216 0003829 WEISS CLAIRE 6015 ASHER T 1275 CARRIAGE HILL DR INVER GROVE HTS MN 55077 EAGAN MN (612) 643-1216 (612)454-8671 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Mn. Statutes and City of Eagan Ordinances. J. J APPLICANT/PERMITEE SIGNATURE 'ISSUED Y: SIGNATURE -SIGNA~-E INSPECTION RECORD CITY OFEAGAN PERMIT TYPE: BUILDING 3830 Pilot Knob Road Permit Number: 021471 Eagan, Minnesota 55123 Date Issued: 07/15/93 (612) 681-4675 SITE ADDRESS: LOT: 31 BLOCK: 76 APPLICANT: 1245 CARRIAGE HILL DR HUNTER CONST SECTION 34 (612) 643-1216 PERMIT SUBTYPE: TYPE OF WORK: SF (MISC.) REPAIR DESCRIPTION WINDOWS/SKIRTING INSPECTION TYPE .DATE INSPTR. INSPECTION DATE INSPTR. FINAL F L REACTIVSTE _ CITY OF EAGAN PERMIT # 1993 BUILDING PERMIT APPLICATION 2Xqj 681-4675 .SINGLE & MULTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 copy of energy Calcs. COMMERCIAL 2 sets of architectural & structural plans, 1 set of specifications, 1 copy of energy calcs. Penalty applies: 1) when permit is typed, but not picked up by last working day of month. in which request is made., 2) address is changed or 3) lot change is requested once permit is issued. Date Valuation of work 36; - Site Address: !dg/yE STREET SUITE / Tenant Name: (commercial only) LOT BLOCS 1(p_ SOBD.„f / P.I.D. M (0-03400-o31-lcP Description of work: oewtv ~M S~7r~ ~G' 9 _ q x- ZAP The, appl icant is: Owner ❑ Contractor ❑ Other (Describe) Name lnl ~i Ss ( ~iAJAE Phone ~sz4'- A6 Property LAST FIRST _ .Owner Address lads rA4e1'4ajF- O~• STREET STE M City 2 -W,4W State Zip Company N 04s')-e, Phone ~ z ~-Baa✓ur 33/ ~ Contractor Address (S As,1E/C GT' License #a043~29 Exp. City :TA-111E4 C411• State A4. zip 5-5-0 Architect/ Company Phone Engineer Name Registration 6 Address City State Zip Sewer & water licensed plumber Processing time for sewer & water permits is two days once area has been approved. I hereby acknowledge that I have rea d this application and state that the information is correct and agree to comply wit al applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: { Gti x d'~✓`l~ OFFICE USE ONLY BUILDING PERMIT TYPE r ❑ 01 Foundation ❑ 06 Duplex ❑ 11 Apt./Lodging ❑ 16 Basement Finish , an.. 13 02 SF Owg. El 07 4-Plex ❑ 12 Multi. Misc. ❑'i7'°Swix-PoBr'tlt ❑ 03 SF Addition ❑ 08 8-Plex ❑ 13 Garage/Accessory ❑ 18 Comm./Ind. ❑ 04 SF Porch ❑ 09 12-Plex ❑ 14 Fireplace ❑ 19 Comm./Ind. Misc. ❑ 05 SF Misc. ❑ 10 Multi. Add'l. ❑ 15 Deck ❑ 20 Public Facility ❑ 21 Miscellaneous WORK TYPE ❑ 31 New ❑ i13 Alterations ❑ 35 Tenant Finish 13 37 Demolish 13 32 Addition 34 Repair ❑ 36 Move GENERAL INFORMATION Const. (Actual) Basement sq. ft. MWCC System (Allowable) 1st Fl. sq. ft. City Water UBC Occupancy 2nd Fl. sq. ft. PRY Required Zoning Sq. Ft. total Booster Pump # of Stories Footprint Sq. ft. Fire Sprinkler Length On-site well Census Code Depth On-site sewage SAC Code APPROVALS Planning Building Assessments Engineering Variance REQUIRED INSPECTIONS ❑ Site ❑ Footing ❑ Framing ❑ Insulation ❑ Wallboard ❑ Final ❑ Draintile ❑ Fireplace Permit Fee 6 vetuetion: $ 3a' fO, Surcharge n2 m Plan Review License 5 MWCC SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment Pl. Road Unit Park Ded. Trails Ded. Copies Other Total: SAC % SAC Units ~r 2005 COMMERCIAL BUILDING PERMIT APPLICATION 7 5 City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 • a. x x s • s a • Structural Plans (2) sets • Architectural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Analysis (1) " • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • Code Analysis (1• Landscaping Plans (2) . Key Plan (1) • Project Specs (1) . Code Analysis (1) " • Master Exit Plan (1) • Spec. Insp. & Testing Schedule " . Certificate of Survey (1) . Energy Calculations (1) not always" • Soils Report (1) • Spec. Insp. & Testing Schedule (1) " • Else. Power& Lighting Form (1) not always- • Meter size must be established • Meter size must be established • Meter size must be established-if applicable 1 • Project Specs (1) 1 . Energy Calculations (1) 1 • Electric Power & Lighting Form (1) " 1 1 • Master Exit Plan (1) l .I . Emergency Response Site Plan (1) 1 • Soils Report (1) 1 • SAC determination -call 651-602-1000 • SAC determination - call 651-602-1000 SAC determination -call 651-602-1000 . Fire Sto in Submittals Call MN Dept of Health at 651-215-0700 for details regarding food & beverage or lodging facilities. Contact Building Inspections for sample and if required * Permit for new building or addition will not be processed without Emergency Response Site Plan. ^1 Date-,4( GD Construction Cost c2 ~ 3 -V Site Address />ZY8 Ccifriarie /+z ils Qr. Unit/Ste # Tenant Name A &,-R Former Tenant Name Description of Work LeA n 1' 6 D a' c y ~S cr rr~ Property Owner p 0.ke4-0- Cvuv~~ c/ Telephone # (65 1 43 72 Contractor \ IK Q.r- C C'Lc,U~~71-~r~T Address %Q 30 1.5 a.. Sf City 5-f ~S i State IfY\ rJ Zip SAD 3 3 Telephone #(/oSt) X437- 87- 84 (r~ 1 6s1 - 30-1 ~9aat ~ Arch/Engr a7-~ Registration # Address City State Zip Telephone # ( ) Licensed plumber installing new sewerlwater service: Phone ( ) I hereby apply for a Commercial Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. I (tea. 4 Q-1^ Applicant's Printed Name Applicant's Signature 2005 COMMERCIAL PLUMBING PERMIT APPLICATION rJ~ CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN NIN 55122 651-675-5675 Date Site Address 4f r ' Unit # Tenant Name Former Tenant Name Property Owner ec c TlL 1_~~ci~l ! Telephone &I Contractor i FLC S ~2i ~rsrS q~ Address City l~45 Ti/r5 State Zip $ S~ Telephone # ((~9/) Z13? License # Expires: The Applicant is Owner Contractor _ t7 Other Work Type _ New Bldg _ Modify Space _Irrigation System** -Yes -No Work in public r-o- N /casement? -RPZ _ PVB: New _ Repair/Rebuild _ Replace _ Remove Rain sensors are required on irrigation systems Description of Work To inquire if Pressure Reducing valve is required on new service, call 651-675-5646 Meters - Call 651.675-5300 to verify that hydrostatic, conductivity, and bacteria tests passed prior to picking up meter. Irrigation Size & Type Avg GPM 2" turbo req'd unless smaller size allowed by Public Works Fire Size & Price 3/4" displacement $161.00 Domestic Size & Type Avg GPM Includes high demand devices? - Yes - No Flushometers - Yes - No PRV Required _ Yes -No Permit Fee $50.50 minimum (includes State Surcharge) Contract Value $ x 1% _ $ Permit Fee $ Meter(s) Required on all new buildings & boulevard irrigation systems $ Radio Meter Read $ State Surcharge If Permit fee is less than $1,000, surcharge is $.50 If permit fee is more than $1,000, surcharge is $.50 for each $1,000 owed. - Following fees apply when installing new lawn irrigation system $ Water Permit Call John Gorder at 651-675-5645 for required fee amounts $ Treatment Plant $ Water Supply & Storage $ State Surcharge $ Total Fee I hereby apply for a Commercial Plumbing Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Plumbing Codes; that I understand this is not a permit, but only an application for a pennd, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work teh requires a review and approval of plans Applicant's Printed Name Applicant's Signature CITY USE ONLY REQUIRED INSPECTIONS: _ U.G. Air Test - Gas Test _ Rough In Final PLANS SUBMITTED APPROVED BY: , BUILDING INSPECTOR General Information • Radio Meter Read (required on all new buildings. Boulevard irrigation systems may require a radio read - $141.00 • RPZ's must be tested every year and rebuilt every five years. Test results should be mailed to Paul Heuer at the City of Eagan. • A minimum fee permit per address is required for the following RPZ's: new, rebuild, repair, remove. • Water meters include copper horn/strainer, remote wire, and touch-pad meter. METERS REQUIRING 4-HOUR ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5/8" residential $125.00 4-120 1-1/2" irrigation syst $ 735.00 displacement sin commercial turbine** Public Works maximum must approve continuous meter size 10 2-30 lawn irrigation $161.00 4-160 2" turbine Ig irrigation syst $ 931.00 maximum displacement residential & continuous sm commercial production lines 15 3-50 1" displacement very Ig res $296.00 1/4 to 160 2" compound bldgs over $ 1,849.00 bldg to 24 units 65 units maximum sm commercial & continuous & lg comm bldgs 25 irrigation stems 5-100 1-1/2" bldgs 25-64 units $42900 maximum displacement & continuous most comm bldgs 50 METERS REQUIRING 30-DAY ADVANCE NOTICE PRIOR TO PICKUP GPM METERS USE PRICE GPM METERS USE PRICE 5-350 3" turbine very Ig irrigation $1,182.00 6-500 4" compound +300 unit bldgs & $3,563.00 syst & production very lg comm bldgs lines 1/2-320 3" compound +200 unit bldgs $2,282.00 10-1000 6" compound +400 unit bldgs $6,076.00 very Ig comm bldgs very lg comm bldgs 15-1000 4" turbine very lgirrigation $2,226.00 syst & production lines Comments • To schedule inspection of the inside water line and backflow preventer, call 651-675-5675. • To arrange for water turn-on, call 651-675-5200. cc: Utility Division Systems Analyst October 2005 10:01 FEB 24, 2006 FR: THERESA SCHOSTAG #31814 PAGE: 2/3 ENVIRONMENTAL MANAGEMENT DEPARTMENT GROUNDWATER PROTECTION SECTION 14955 Galaxie Avenue • Apple Valley, MN 55124 952.891.7557 • Fax 952.891.7588 • www.co.dakota.mn.us MUNICIPAL NOTICE OF WELL SEALING PERMIT APPLICATION DATE: February 24, 2006 TO: Tom Colbert/Wayne Schwanz (EM) Fax (651) 675-5694 RE: Well Permit 06-11210491 Well Type: Domestic Municipality: Eagan Environmental Specialist: Runen The Water and Land Management Section of the Dakota County Environmental Management Department has received the following permit application for the well described. If you require further review of the application or if you have any questions or concerns about it, contact the Environmental Specialist listed above or our office at (952) 891-7557. If there is no response from your office within 24 HOURS (excluding weekends and holidays), we will assume that you have no objections to the issuance of the permit. Please note that permit issuance is always conditioned on the permit applicant's observance of and compliance with all applicable state, county, and municipal laws and codes. Well Contractor: Maher Well Drilling Date Application Received: 2/2312006 Anticipated Drilling Date: Time: Anticipated Grouting Date: Time: Property Owner: Dakota County Parks Dept Well Owner: Dakota County Parks Dept WELL LOCATION: PLS Coordinates: 1/4, SW 1/4, NW 1/4, SE 1/4, Sec 34 Town 27 Range 23 Street Address: 1248 Carriage Hills DR PIN Number: 100340004076 WELL INFORMATION: Diameter: 4 Casing Depth: 219 Total Depth: 228 Static Water Level: Aquifer: COMMENTS: tiGi rLtie~ :1.M.? ioo _'!rrWr ?msa' ~Wy C M 100340W 6 ~ a: 12x6 FM- 5trwt CARRIAGE H DR ° Apt L. Gty. EAGWJ C State M C py Catle. 1061 C' A[rez 0 447 44J3568fi2n ~.i C Sinn Ades 0,4474 1 C Sq Ft 19466 744 saw 34 i ID M T.m : J El Range, n 19 Op ]3 © Lot: X30 M342T23 - ©plat SECTION 34 TWN 0 RANGE 23 PT OF N I2 OF SE 114 DOM EW CM OF W 1/4 OF SW 114 N 365 FT N MD E 14M FT 520] FTS 13 Legal, MD E 336.E5FT TO BEG CO 5 750 E 13015 FT N 11D 32M E 150 FT N M W 130.15 FT 5110325 W 150 FT TO BEG WITH ES sigmas= El GW. 1N3a000 El Pd Name. CIX.NTY OF F DAKOTA Ow. Atl 1 1530 HIGHWAY 55 O O.Atl .2. ' HA51]!YS MN O Oty Sat. wwa r~,mm.:oas>smx +Mep:542]3].91,211465.t6-Imepe'559,591-. yuleFa6y. 3.155199W99A435] F +LKUrtro< O .i 1998 BUILDING PERMIT APPLICATION (RESIDENTIAL)I CITY OF EAGAN • ` • 3830 PMOT KNOB RD - 55122 681-4675 New Construction Requirements Remodel/Repair Requirements 4 3 registered site surveys ♦ 2 copies of plan • 2 copies of plans (include beam & window saes; poured fnd. design; etc.) • 2 site surveys (exterior additions & decks) ♦ 1 energy calculations ♦ 1 energy calculations for heated additions - ♦ 3 copies of tree preservation plan if lot platted after 7/1193 required: _ Yes _ No DATE: PH(3 CONSTRUCTION COST; Uq 4 TM-_~ DESCRIPTION OF WORK: ~i^tn !Zwts _~Ae C- Q tt_i;L ` STREETADDRESS: 11~44 C!4 Q1 (s Il, OQ . EAt1}u~ 12~ 1?e0_Za_ BLOCK: SUBD./P.I.D.#: E(~Gf~ 5 C49R/IJ [tLjL- Name: %f LL[ w Phone 017/ PROPERTY Last First OWNER StreetAddre/s~s: Z~ City t~(1Csyr✓ State: Zip: Company: t Ph n 1 CONTRACTOR. Street Addre (O Picens # 1 City fate: Zip: ARCHITECT/ ENGINEER Company: Phone Name: Registration Street Address: City State: Zip: Sewer & water licensed plumber (new construction only): Penalty applies when address chang and lot change is requested once permit is issued. I hereby acknowledge that I have read this application and state that the informs ion is correct and agree to comply with all applicabl State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: OFFICE USE ONLY Certificates of Survey Received Yes No Tree Preservation Plan Received Yes No Not Requ OFFICE USE ONLY BUILDING PERMIT TYPE ❑ 01 Foundation ❑ 06 Duplex ❑ 11 Apt./Lodging ❑ 16 Basement Finish ❑ 02 SF Dwelling ❑ 07 4-plex ❑ 12 Multi Repair/Rem. ❑ 17 Swim Pool ❑ 03 SF Addition ❑ 08 8-plex ❑ 13 Garage/Accessory ❑ 20 Public Facility ❑ 04 SF Porch ❑ 09 12-plex ❑ 14 Fireplace ❑ 21 Miscellaneous 05 SF Misc. ❑ 10 _-plex ❑ 15 Deck y' WORK TYPE Ne w Roo t r Sys / C ~''1 31 New ❑ 33 Alterations ❑ 36 Move ❑ 32 Addition ❑ 34 Repair ❑ 37 Demolition GENERAL INFORMATION Const. (Actual) Basement sq. ft. MC/WS System (Allowable) Main level sq. ft. City Water UBC Occupancy sq. ft. Fire Sprinklered Zoning sq. ft. PRV # of Stories sq. ft. Booster Pump Length sq. ft. Census Code. Depth Footprint sq. ft. SAC Code Census Bldg APPROVALS Census Unit Q- Planning Building S Engineering Variance Permit Fee Valuation: $ ~T0 Surcharge Plan Review License MC/WS SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment Pl. Park Ded. Trails Ded. Other Copies Total: ! ! % SAC SAC Units