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1350 Rocky LaneCITY OF EAGAN SKOVDALE Street I -Parcel 10 68701 040 OO State Eagan g, M 55123 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK 1973 75.00 8.75 20 Paid SEWER LATERAL WATERMAIN WATER LATERAL - WATER AREA 1977 1 6n. oo lo.66 15 //,,0.00 7 -76 -2 STORM SEW TRK 1018 1986 1485.00 99.00 15 ?S'5.00 C-lil,14 STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK 2 Remarks CITY OF EAGAN 3795 P1W Knob Read Eagan, MH 55122 PHONE: 454-6100 BUILDING PERMIT Receipt # To be used for Est. Value Date 19 Site Address --- Erect ? Occupancy Lot Block Sec/Sub. Alter ? Zoning Parcel # I on Repair Q Fire Zone W Name Address Enlarge ? Move p Demolish p b city Phone Grade p p Nome Approvals ~ U? Address = Assessment . I- r:... 1 OL___ i Water & Sew. - - - -- Police Nome Fire Address Eng. City Phone Planner Council Type of Const. # Stories _ Length Sq. Ft. Fees Permit Surcharge _ Plan check _ SAC Water Conn. Water Meter Rood Unit _ 1 hereby acknowledge that I have read this application and state that Bldg. Off. the information is correct and agree to comply with all applicable APC Total State of Minnesota Statutes and City of Eagan Ordinances. Signature of Permittee A Building Permit Is issued to: on the express condition thnn all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official Permit No. Permit Holder Misc. Permit No. Holder Plumbing H.V.A.C. Well Wstar D'ap. Sewer I E Uctric Inspection Date Insp. Other Footings Foundation Framing Rough Pibg Rough HVA Insulation Final Plbg. Final HVAC Final Water Describe Location: Well Sewer Pr. Disp. CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PH ON E: 454-8100 BUILDING PERMIT Receipt # To be used for Est. Value Date Site Address 71 VL,At;? 2N. Lot Block Sec/Sub. Parcel No. Name 3 Address C City Phone Q Name 0 0 ` Address City Phone Name Address City Phone 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 Permittee A Building Permit is issued to:__-__. on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official 19 O FFICE USE ONLY On Site Sewage Occupancy MWCC System Zoning On Site Well (Actual) Const City Water (Allowable) PRV Required * of Stories Booster Pump Length Depth S.F. Total Footprint S.F. APPROVALS FEES Engr./Assess. Permit Planner Surcharge Council Plan Review Bldg. Off. SAC, City Variance SAC, MWCC Water Conn. Water Meter Road Unit Treatment P1 Parks TOTAL Permit No. Permit Holder Date Telephone Plumbing HN.A.C. Electric Softener Inspection Date Insp. Comments Footings 1 Footings II Foundation Framing Roofing Rough Plbg. Rough Htg. Isul. Fireplace Final Htg. Final Pibg. Bldg. Final Cert occ. Temp. LP Deck Ftg. Deck Final Well Pr. Disp. ,-/ - j -S, VDA& =)-- TOWN OF EAGAN 3795 Pilot Knob Road St. Paula Minn. 55111 PERMIT NO.: 11 The Board of Supervisors hereby grants to CaOmar League of 887 E. Oranges St. Paul 55106 a Cesspool Installation Permit for: (Owner) Gus Bergman _ at 1350 Rocky Road, St. Paul pursuant to application dated July ls_ 1970 i Fee Paid: $10.00 Dated this 1st day of July 1 9 1972-- Building Inspector TOWN OF EAGAN 3795 Pilot Knob Road Eagan, Minnesota 55121 PERMIT N0, 61 The Board of Supervisors hereby grants to Gust Bern_ man Of 1350 P.ac4 anr,, Eagan iiT22 CESSPOOL & a PUNP'?T £ Permit for: (Owner) sagRe at ALMA NrA91nr) , pursuant to application dated June, 1971 $10.00 Cesspool Fee Paid: Sjn_nr stne Dated this 10th day of _7unn , 197,x. Building Inspector CITY OFEAGAN N°_ 14240 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 ?a 1 BUILDING PERMIT PHONE: 454-8100 Receipt #---I To be used for GARAGE Est. Value $11,000 Date OCTOBER 1 1 g 87 Site Address 1350 ROCKY LN Lot 4 Block 0 Sec/Sub. SKOVDALE ND Parcel No. Name KEVIN HILL T o Address SAME City Phone 454-9443 c 0 Name CORCO CONST ou Address 10700 HWY 55 , STF 780 City PT YMOTTTH Phone 542-9676 W W W Name 1 Address a w City Phone I hereby acknowledge that I have read this appli n and state that the information is correct an re to mply ji h al11)ap able State of Minnesota Statutes and 21 f , ina ces. Signature of Permittee J `a <,' A Building Permit is issued to: GCILCO `. on the express condition that all workshall be done in accordance with all E gan Ordinances. applicable State of Minnesota Stta-ttAes and City of ??' -L- Building Official I /t_!'-+.zu OFFICE USE ONLY On Site Sewage _ Occupancy MWCC System Zoning On Site Well (Actual) Const City Water (Allowable) PRV Required x of Stories Booster Pump Length 36 Depth 24 S.F. Total Footprint S.F. APPROVALS Engr./Assess. Planner Council Bldg. Off. Variance FEES $100.50 Permit Surcharge 5.50 Plan Review 50.25 SAC, City SAC, MWCC Water Conn. Water Meter Road Unit Treatment P1 Parks (Copies t50 TOTAL 156.75 CITY OF EAGAN 9795 Pilot Knob Read Eagan, MN $5122 N9 7392 PHONE: 434.8100 - __0 7 S 2- BUILDING PERMIT Receipt # To be used for SIDING Est. Value $3800.00 Date July 16 19 2 Site Address 1350 Rocky Lane Erect ? Occupancy Lot 4 Block 1 Sec/Sub. Skovdale 2nd Alter ? Zoning Parcel 68701 040 00 Repair (I Fire Zone Enlarge ? Type of Const. of Name Eiazel Bergman Move ? # Stories zz Address 1350 Rocky Lane Demolish ? Length- ' G Eaaan 55123 Phone 454-3879 Grade ? Depth -Sq. Ft.- Name Richuel ts Rrna _ Oonsrtrsmt4 on Approvals Fees 0 ou Address 1310 Kendon Lane, Assessment Permit 44_5n u? Ci St. Paul 5512%... 452-1616 WaterB Sew. Surcharge 2. no Police Plan check Name r= Fire SAC u6 Address Eng. Water Conn. <W Ci Phone Planner Water Meter Council Road Unit I hereby acknowledge that I hove read this application and state that Bldg. Off. the information is correct and agree tow y with all applicable APC Total $46.50 State of Minnesota StatpXres and City of ag Ordino S. Signature of Permittee A Building Permit Is issued to: RiCh 18 Borg. HOPS ctiOn an the express condition that all work sholl be done in accordance with all appli a Stote of Minn to Statutes and City of Eagan Ordinances. Building Official .Le CITY OF EAGAN BUILDING PERMIT APPLICATION Include 2 sets of plans, 1 site plan w/elevations & 1 set of energy calculations. Tb Be Used For ?Z-i Ak, n valuation DD Date --/ DLT ll /??5 Site 'A'ddress I3h'd O , i/ OFFICE USE. ONLY Lot `i Block Sec./Sub ??.?? 2 ?d Erect Occupancy Parcel /d Lo VC) DyO C) Q Alter -'T- zoning Oamer; Enlarge _ Type of Const. Repair Fire Zone Move # Stories _ Address: /SSA n,¢1t/E Demolish _ Front City/Zip Code: 2 do gW Phone #: Contractor:/ F? ?hyds ?oa Address: 131C &-Al? City/Zip Code: r- PA", .5-fi7a Phone #: & 14 Arch./Eng.: Address: City/zip. Code: Phone #: Grade Depth APPROVALS FEF S gyp= Assessments Permit [4ater/Sewer Surcharge a Police Plan Check Fire SAC Eng. Planner Council Bldg. Off. r A '}; APC Water Conn. Water Meter Road Unit s? TOTAL This reque fr void 16 oxmths rom 54804/,4 79,1c-" Now ? Will Notify Inspec- tor When Ready IIfL`"""`° 1 hereby request inspection of above ? Owner electrical work installed at: Street Address, Box or Route No. CGIy OG G UE k ecupn o. Township Name or Range No. County Occu nt (PRINT) Phone No. r c. c. 454 -9 Power Supplier itog ' Address o - aaA_-,?' Q? ¢n Electrical Contractor (Company Name) Contractor's License No. 2Mi9-7 2e1 Fr , ZAIC, Mailing Address (Contract., or Owner Making Installation) P ay M1 5sdz 7. iz ed Signature 1 Ira c1 or10 wner Ma ing Installation) Phone Number ?/ 44&l^_6Flo MINNESOTA STATE BOARD OF C RICITY THI IN PECTION BEQUEST WILL NOT Griggs-Midway Bldg. - Room N-1 BE ACCEPTED BY THE STATE BOARD 1821 University Ave.. St. Paul. MN 55104 UNLESS PROPER INSPECTION FEE IS Phone (612) 642-0800 ENCLOSED. 7 REQUEST FOR ELECTRICAL INSPECTION See instructions for completing this form on back of yellow cop Y. NT8 O 4 '"X" Below Work Covered by This Request EB-00001-06 ` 79 mac' 7 Nevv Add Rep. Type of Building Appliances Wired Equipment Wired Home Range Temporary Service Duplex Water Heater Lighting Fixtures Apt. Building Dryer Electric Heatm Commercial Bldg. Furnace Silo Unloader Industrial Bldg. Air Conditioner Bulk Milk Tank Farm Other Deu y Iher IS,O,fyl ?i y thcr Of her Compute Inspection Fee Below 0 Fee Service Entrance Size # Fee Feeders/Subfeeders # Fee Circuits 0 to 200 Amps 0 to 30 AnIS 0 o 30 An Above 200 Amps 31 to 100 Amps 31 to 100 Amps Swimni ng Pool Above 100_Amps Above 100_Am s Transtormer6 Irrigation Booms Partial-'Other Fee Signs Special Inspection J S TOTAL Renwrks 0. f Rough-in ? Date 'h, E ctri Inspector. ereby certify that the above Final r k, I inspection has been node. vv{?c??iLJ This request void 18 months from Vv? " EAGAN TOWNSHIP No 403 BUILDING PERMIT Owner W_,& 4X...k.. --. ?- . ---- - - - - ............ Eagan Township Address (present) .. ------ .. ...... .... .' ............... Town Hall 7 Builder ...... ... . ------ ----- ... - - /1 f Date ,.? 5_ -------- Address .-°. - --• ---'--- - ..---------------- ............ .. DESCRIPTION Stories To For Front Depth Hei ght I Est. c°sf ermif Fee Remarks ? , L IIIL!-7 ? r ' - LOCATION Street, R d or other Description of Location Lot Block Addition or Tract ^ s / This permit riot authorise the of of streets, roads, alleys or sidewalks nor does it give the owner or his agent the right to e e e any situation which is a nuisance or which presents a hazard to the health, safely, convenience and general welfa to anyone in the community. THIS PERMIT MUST B KEPT?I?THE PREMISE WHILE THE WORK IS IN PROGRESS. -- ---- - ... This is to certify, that- -.... ., iP!(?/------------------has permission to erect ? 4, - ...... ... .......-upon the abov descy. d preny?e-sybleci_ the provisions of the Building Ordinance for Eagan To ?., ip adopted April 11, 1955. r / / / ///?' / 1' Per Building Inspector Permit #: _ 467 :t> ) 0 ? Receipt Date: CITY OF EAGAN 2004 SEWER AND WATER CONNECTION AND AVAILABILITY CHARGES EXISTING RESIDENTIAL PROPERTY Address Q0 QC C- ., (-Q BSI ' S' ??' Property Owner Telephone # Plumber Date of Inquiry Contact Name WQ ,V\- --9 ( \Sewer 4" Sewer Service Lateral charge @ $24.60/ff Trunk @ $1,000/connection City SAC MCES SAC Receipt # Septic abandonment Permit Fee State Surchar OFFICE USE ONLY PRV required - City _ County R-O-W Permit Water $ 00.00 1" Water Service 670.00 Lateral charge @ $24.85/ff Trunk @ $1,040/connection 100.00 Water supply & storage 930.00 1,350.00 Receipt # e Treatment plant 588.00 50.00 Permit Fee 50.00 50.00 State Surc a .50 .50 Plumb' permit required - water me to be acquired with plbg permit $ I I Total $ Sewer and Water 4" Sewer Service 1" Water Service Sewer lateral charge @ $24.60/ff Water lateral charge @ $24.85/ff Sewer trunk @ $1,000/connection Water trunk @ $1,040/connection City SAC MCES SAC Receipt #. Date _ Water supply & storage Receipt # Date _ Treatment plant Septic abandonment Permit Fee State Surcharge Total Plumbing permit required Water meter to be acquired with plbg permit cc: Carolyn Krech, Finance Department $ 600.00 670.00 100.00 1,350.00 930.00 588.00 50.00 100.00 .50 $ J?? ?A ??• o-u"9 Lt 'A X? k0J, \P d ?• X1, ??? ror Z-' tr k° ?oV A? S I flzq6 1987 BUILDING PERMIT APPLICATION - CITY OF EAGAN 12 SINGLE FAMILY DWELLINGS ? INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCULATIONS NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR /HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. MULTIPLE DWELLINGS - RESIDENTIAL RENTAL UNITS FOR SALE UNITS INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURVEY - CHECK WITH BLDG. DEPT., 1 SET OF ENERGY CALCULATIONS COMMERCIAL INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS, $2,000 LANDSCAPE BOND To Be Used For: Valuation: Site Address 1350 Rocky Lane //0'90 OFF: Lot Block On Site Sewage_ ry-9L' MWCC System _ Parcel/Sub 1LLrr t??P a On Site Well _ City Water _ Owner Kevin Hill Address 1350 Rocky Lane City/Zip Code Eagan 55123 Phone 454-9443 Contractor k?? Address DO 11,E S S U SX"u0)40 City/Zip Code S S 4W 1 Phone 542-9626 Arch./Engr. Address City/Zip Code Phone # APPROVALS Assessments Water/Sewer `- Police Fire Engr Planner Council Bldg Off `?7k1 io/1 APC Variance Date: 9-22-87 Occupancy K-I Zoning M-1 Type of Const (Actual) y-N (Allowable) V-AJ # of Stories Length 3G Depth _?9 S.F. Total Footprint S.F. FEES Permit 100.50 Surcharge 350 Plan Review 5j2.25 SAC, City SAC, MWCC Water Conn Water Meter Road Unit Treatment P1 Parks Copies yr0 TOTAL /S G., 7 S ?6 x y = ?6y xi2= ?b 3?F1 p6 CONTRACT GORCO CONSTRUCTION 10700HIGHWAY 55, SUITE 2 GOPIJO CONSTRUCTION CO., hereinafter called CONTRACTOR Ie directed to make the PLY M OUTH , M N. 55441 fo:oawlnp Improvements to the property of: DATE: NAME: ?Yln K'-"i ti 'la • 1 HOME # 424-9443 I 5, f- ADDRESS: (350 - RQ C-kj cLc_n y- BUS.N 3APw6 -1 1 <01 CITY: (-- ?: ? ZIP N MATERIAL SPECIFICATIONS DESCRIPTION GARAGE SIZE: 3G' v. 1V OD STUDS: k, A Ito* OC RAFTERS: t (0 14. OC GARAGE. 44114 ROOF: I? SIDE A SIDE B SIDE EAVES: la- la" END A END B END EAVES: TIES: w? x1.4"4 48 OC FACIA TRIM: IA( ° PI?r A4, ZnIN 3hwty HEADERS, (3') a-x I?ittDeus10M ROOFING: A= Flbe?.4loss oZ` WID7H EXPOSURE SHEATHING: `?A p SIDING: Drc-( ) CLADWOOD SIDING ( ) CLADWOOD SHAKES OTHER ( ) HARDBOARD SIDING ( ) PRIMED SHAKES ( ) INSULITE SIDING ( ) ALUMINUM SIDING ( ) WOODTEX SIDING ( ) BACKERBOARD ( ) HORIZONTAL LAP ( ) STUCCO MILLWORK ? FLUSH DOOR GkIPANELDOOR aL" Cclun .aL SA•ccL ? AUTOMATIC DOOR OPR. ELECTRICITY S¢ e N e (e c r--__-----T i HARDW_A_R_E_ 1 WINDOWS :'4SION ( ?) (4 ) RANCH STYLE STRETCHI 1 1 1 NOTE: r___-__ ___-__i SERVICE DOOR,, .!)2•x6• S4.A. L )3'x6' MASONRY 8LD0. PERMIT VARIANCE SURVEY GARAGE SLAB y 00 0 _ 14 • GARAGE APRON g I REINFORCEMENT DRIVEWAY GROUND PREPARATION WALK-PATIO-STEP - ' GARAGE BUILD UP REMOVAL _ EXCAVATION S -iz CONTENTS FOOTINGS an - REMOVAL ` EXCESS DIRT BLOCKS, UNDER SLAB ($) CO?ASL REMOVAL __ 0 BLOCKS, OVER SLAB GONS'T DEBRIS MOVAL GO R WATERPROOF R VAI.TREE P„tt HutheS? SACKFIL L - OTHER (SEE R EVERSE SIDE OF CONTR4C 7 FOR CONDITION$ HEREOF ) LI ..0., INC. F NUMBER: S41°? BD 11 F FINANCE eo c-,&wz s-v-eT SOURCE: 'S-7 E DISPATCH So.' A. Eleclirrlc. To tf%0-. dt Pont.". . TRENcH - 170 -GRc ?.?d FAU ?T, c/?owtheo.d L..?ht, ci) SlnSlt poi Sw,#?L.. fbwe..ti be, r? - I,,la Aace55 InA-o hmF+?- . ?. PLAf-C'1'eENT -Tb St CoYt?'1rtccd c.. ? L M/1Q, (4,411 PI" }O pr .M, 1 r+S Ca,..ll 6h?`. co, u=c?s-L OFFICE GORCO GARAGES 542 - 9626 WORK ORDER JOB #.__ CONTRACTOR: DATE CUSTOMER: DATE OF SALE 9-6-87 STYIE: Detached___-_ NAME Kevin Hill HOME PHONE 454-9443 BUSINESS PHONE Same _ ADDRESS 1350 Rocky- LaneCITY _ Ea?t,an STATE Mn ZIP 55123 PROMISED START PROMISED FINISH SALESMAN CONCRETE SPECIFICATIONS SLAB SIZE 36'x 24' CONDUIT Yes -'- - ' - H x _. RODS APRON SIZE 3f ? , i -- -- a BUILD UP W/P-B/F - .. _.....__ CUT DOWN Sod, etc TREES Owner .-. - - - -- FOOTINGS 8" x 2 0N STUMPS Grade __.__.. _.._ _ . _.-- BLOCKS BUSHES wne Q BLOCK WALLS See Note FENCE None `' DRIVEWAY None PERMIT Gorco ..._.... _._._ ... . E PATIO SLAB STAK S k> LAWN WALK None SURVEY - _.___ STEPS None GRADE ® - - SQUARE WITH NPtP_ FROM FRONT LINE 50 Note S FROM SI DE LINE- ee GRADE POINT_ 50' + FROM REAR LINE DISTANCE FROM HOUSE I FROM ALLEY LINE- 7 NOTES A B U WORKUP 1. Grade calls for (5) course 8" block under slab with 8"x 20" haunch and slab elevation at least 6" above exist A A INCHES 0 driveway. Core fill & rods thru block c as per code. 0 TOTAL 2. Customer must be given minimum 24 hr. -4"= notice prior to forming. He wants to arrange to meet to you determine exact C =x4? angle off driveway. ABU 0 APRON "I NOTE: IF THERE IS A QUESTION OR PROBLEM YOU CONTACT NAME Jim Coplin WISH TO CHECK BEFORE OR AFTER OFFICE HOURS PHONE LoE L/n 7o CaFp¢ ) ss' o Cavp¢wy-?_-_?.?? i?4FG SO Npy pC FN1/TR ?( r C SITE PLAN FOR 36'x 24' Detached SITE PLAN: 1350 Rocky Lane garage per accompanying specifications. Eagan, Minnesota DRAWN FOR: Mr. Kevin Hill BY Gorco Construction Company, Inc. PJC V rC-AR-R-IAGE BOLT 6X6XlO REINFORCING WIRE 7-k- . SAND FILL ? G 10 i TYPICAL SECTION m 6" (6" H y ?. a 1 n. .. 0* .X - (! A.. A - CnRRDE s1' s x ao - 3tf?p Foo?.l?s : a ao" s E REVISIONS DATE SY GORCO CONST. CO TYPICAL FOUNDATION DRAWN SYDG SCALE MATERIAL CHK'D DATH DRAWING NO. TRACED APP'% 00/ ® NO. 175HI %Xll ' bxBG?'RD 1/2 PLYWOOD- 15# FELT-, 229#' THICK BUTT ROOFING FBERCIAS S I X C TRUSS BRACING 2X6 WALL TIES IX6 COLLAR TIES 1?cs"' RIDGE BOARD \ 48"CENTER WALL TIES DBL 2X4 TOP PLATES 2X4 RAFTERS 2X6 = 1 4'O- C. zx4 = 16"O.C 2X6 NO. DATE BY GORCO CONST CO. I TYPICAL GABLE FRAMING z S DRAWN BT DG SCALE MATERIAL 4 - CHK'D DATE 7 7 1 1-26 - DRAWING NO. e TRACED APP 'D 6 ® NO. ITONI- %Xll I' uloo D 29 t)-19 f - 30.?? D 23, "Iq A-8 to } , PILOT KI fl 2 .rte, ``j •` ,;'n iT!\.f Z F'It ) N !''t{FA?!`, ! .... . Jil. J -73 +^?,? `buy+' . _?- A ;1 - --1: kw i :. t'1 J 10 i'r ?r Jf? r.,? i ALL 71 55 s ? SK itpAdE l J S ' 11)? , is ` i S i/ w ' V'3 2 ?.? IA C J-5 J 5, J" 6 1.' r-- - - ?, JpN N -...1 E 4 of 3830 PILOT KNOB ROAD. P.O. BOX 21199 EAGAN. MINNESOTA 55121 PHONE: (612) 454-8100 August 20, 1987 MR KEVIN HILL 1350 ROCKY LANE EAGAN MN 55123 Re: Pond JP-6 Lot 4, Skovdale Addition No. 2 Dear Mr. Hill: BEA BLOMQUIST Mayor THOMAS EGAN JAMES A. SMITH VC ELLISON THEODORE WACHTER Council Members THOMAS HEDGES City Administrator EUGENE VAN OVERBEKE City Clerk Recently, you had expressed concern regarding the water elevation of the above referenced pond and its encroachment onto your property during the past three weeks. Based on your concerns, I have requested our Engineering and Maintenance Divisions to investigate the outlet for this pond and downstream storm sewer facilities to try and identify the reason for the increasing water elevations. With the significant amount of rainfall that the City experienced during the month of July and first part of August, all of the City's ponds, lakes and wetlands are at an elevation higher than would normally be expected. Your pond is tied into a series of several other lakes and ponds as a part of the City's overall storm sewer system in our central district. The apparent reason for the continuing rise in elevation is the drainage of the upstream ponding areas to the south faster than what can be pumped out through the storm water lift station at Hurley Lake north of Wescott Road. All downstream facilities have been checked and found to be operating at their full capacity. Therefore, the limiting factor is the pumping station at Hurley Lake. Based on our evaluation of this system, it is likely that the City will be expanding the pumping capacity of this lift station to provide a quicker draw down of the storm sewer system, minimizing the.impact of the fluctuating water levels. It is unfortunate that our investigation did not discover anything that could provide a quick solution to your concerns. However, this explanation will help you to understand the system and the future corrective actions that will be pursued by the City. THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Pond JP-6 August 20, 1987 Page Two I appreciate you bringing this information to our attention and hope that your patience and understanding will last until future corrective actions can be undertaken. Sincerely, ?r Thomas A. Colbert Director of Public Works cc: Mike Foertsch, Assistant City Engineer Joe Connolly, Superintendent of Utilities TAC/jeh C7? 3830 PILOT KNOB ROAD - THOMAS EGAN EAGAN, MINNESOTA 5 51 22-1897 MWyor PHONE: (612) 454-8100 DAVID K. GUSTAFSON FAX: (612) 454-8363 PAMELA McCREA TIM PAWLENTY THEODORE WACHTER Council Members July 24, 1990 C THOMAS IHEDGEES nistrat EUGENE VAN OVERBEKE Cay Clerk MR KEVIN HILL 1350 ROCKY LANE EAGAN MN 55123 Re: Pond JP-6 Filling vs. Ponding Easement Acquisition Lot 4, Skovdale 2nd Addition Dear Mr. Hill: On July 23, I received a letter from you indicating your desires to fill in the part of your property that is periodically inundated by rising water elevations of the above-referenced pond. This letter is to inform you that the City would have no objection to this subject to the issuance of the appropriate permits. This particular. City pond is also classified as a Department of Natural Resources (DNR) Public Waters Protected Wetland #144W. The DNR has jurisdiction over property up to elevation 818.7. It appears that this elevation incorporates the extreme northeast corner of your property. Any fill below this elevation would require a permit from the DNR. However, historically, these types of permits have not been issued. Also, any fill that would exceed 5 feet in depth or cover more than 10,000 square feet would require the issuance of an Excavation and Fill Permit from the City of Eagan. After reviewing this information, if you wish to proceed further with the application of an Excavation and. Fill Permit from the City, please feel free to contact Mr. Craig Knudsen, of the Engineering Division, who can assist you in that matter. He can also help to coordinate the installation of some field markers identifying the elevation jurisdiction of the DNR Public Waters designation on your property. THE LONE OAK TREE ...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity/Affirmative Action Employer Page 2 Based on your letter of July 23, we will not be pursuing the acquisition of this ponding easement unless so requested by you. However, please,be assured that the City of Eagan will be willing to assist you in either alternative. Your willingness to coordinate these activities is very much appreciated. Sincerely, Thomas A. Colbert, P.E. Director of Public Works TAC/jj cc: Craig Knudsen, Engineering Technician Joe Earley, Assistant City Attorney To 'f o vv?,, Fro w\- -? kq?, LOr v 5KovI04e-G Z---P /-13- 70 -Jbb ! C, /?,),- dr 1?9C 9v . cow : ?V III A, 1360 ?Qn??y Cate 'Y45 Y` 1`'/L/3 14-IA 64C1e,'A.'C. L/00 P?c'S??c jy . Z 1 /?J' ,?l'r/rtl 17'f?f"!i FCC c? vr/ L ?i w/cp Vow, ?7" Ss s lvrUrf2 Ga 06w,u g-uy Vf. L tJ 4D y0v (i cC ' / ( O U f rt G/ OUT W /T 1V..,oAv "r ao row*v, ?77- /mss /v25L/,??e ecluf Tlgl-r &cf /'f /,? w Fv I#tCMVED J U L 1 3 1990 'fo Tom. (r FTov. -5ohv. v,1 IMPORTAN TO MESSAGE w DATE ?oZ TIME /0:30 P.M' y:HILE Y U WERE OUT M Gurl? o? OF ?o h skoy dale No 2 Area Code & Exchange 7 T TELEPHONED PLEASE CALL Message Operator 7- ?z - qO GALLED TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU URGENT RETURNED YOUR CALL 5[M -i4?? 'lam- 2 ` 2 fao a ? NIC, c>eb?? ,qtr ?e-•n_ s mll B ? 4 A.L. ?- H w 0. 4 d- re-M- - V?A? Ul AAA; SO- j Ne? t ' O 4-1 ?7` v V v X C - ?v ?v ??vv ca_ ?? 'v _f w, r-- _aJ 8? ?? ? '`' a ii?ll `\4\\???`' \ ?? it s? ? ? ?_,?? ?.^? _ -?'_-_ _ ? '?.?, ?,<. I!n ffT\ ` I. i --- ----------- 41 t \ ? ` r ..,?•"w°.iar? ,?$? .. / ! ? ? / / , : ?? / ? / W i? L ? 9 S ? I 1 ? I 1 it ? ? ? ? _ ?- ? ? ? ?.-.-? -/1 ? I r ! / ?/•/ [ ?! ? , ? 1? ?? ? ?. WOW l K _ / ,o , 14 I'D aW Q? I V 1 ?.I •II • y ? I q q _ iY NI' N ? • .?.. ' 1 ?!¢r q Y IL 11 ?1 ? t w ?? f I G CITY, • out . . . M M 1 , . ! L!1. 19 i 1. s // ?pIJO{NG I UTO-1 Esm"r WIr .J>brM?- is a a ' { t ag Pc- DOC, No. ri314 I Nd s • I /' h O/V ERSMT DCC a w•md r Fhrk city afecom Part , r =4 ix S', t a4 _ qOI rl IhE1J I a ?r#' r - otr' -?' s F a ;_ ` = Do Ne. 11369 -. r• Ia ? /I . s a- I T' I• r 4 . ? IT Jyt 4 f ?. ?L It .. '.1 g 1 S ? g 1 r RIVE ilo DEERWOOD ?.p13L• „" > e DR Iin IF a -citu OF 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122-1897 Mayo PHONE: (612) 454-8100 DAVID K GUSTAFSON FAX: (612) 454-8363 PAMELA McCREA TIM PAWLENTY THEODORE WACHTER Council Members July 20, 1990 THOMAS HEDGES City Administrator EUGENE VAN OVERBEKE CM Oe MR KEVIN L HILL 1350 ROCKY LANE EAGAN MN 55123 Re: Lot 4, Block 1, skovdale Addition #2 Pond JP-6 Dear Mr. Hill: On July 13, you submitted a letter expressing your concerns regarding the elevation of the City's pond and its encroachment on your property as a result of the continued rains we have experienced this spring and early summer. I recall you expressing similar concerns as indicated in my response to you of August 20, 1987. While the City has made corrective improvements to the system, upstream development of the overall central drainage district still continues to provide a significant amount of runoff which results in the continuous fluctuation of the pond elevation and its encroachment on your property. Subsequently, it appears that the time has come for the City to acquire a permanent ponding easement over that portion of your property below the 830.0 elevation. Based on your recent concern, the City Council on July 17 authorized the City to negotiate the acquisition of this permanent ponding easement. Therefore, the City Engineering Division will be coordinating the surveys to prepare the legal description of the easement to be acquired. Mr. Joe Earley, 432-3136, of the City Attorney's office, will then be involved in preparing the formal easement documents and coordinating the acquisition of this easement from you. I regret that we were not able to modify the overall drainage system to eliminate the need to acquire this ponding easement from your property. However, please be assured that the City will compensate you for the fair market value of this property similar to the acquisition of a ponding easement from your neighbor on Lot 5, Mr. Victor Staff. THE LONE OAK TREE ...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity/Affirmative Action Employer Page 2 If you have any questions or concerns regarding this process, please feel free to contact me. Your cooperation and understanding will be greatly appreciated. Sincerely, Thomas A. Colbert, P.E. Director of Public Works TAC/jj cc: Joe Earley, Assistant City Attorney Bruce Allen, Engineering Technician Enclosure TO r),-. 1J- ri of 3830 PILOT KNOB ROAD. P.O. BOX 21199 EAGAN. MINNESOTA 55121 PHONE: (612) 454-8100 August 20, 1987 MR KEVIN HILL 1350 ROCKY LANE EAGAN MN 55123 Re: Pond JP-6 Lot 4, Skovdale Addition No. 2 Dear Mr. Hill: BEA BLOMQUIST Mo, THOMAS EGAN .MMES A SMITH VIC ELLISON THEODORE WACHTER Council Members THOMAS HEDGES Ciry Anm no,=, EUGENE VAN OVERBEKE Ciry Cle1k Recently, you had expressed concern regarding the water elevation of the above referenced pond and its encroachment onto your property during the past three weeks. Based on your concerns, I have requested our Engineering and Maintenance Divisions to investigate the outlet for this pond and downstream storm sewer facilities to try and identify the reason for the increasing water elevations. With the significant amount of rainfall that the City experienced during the month of July and first part of August, all of the City's ponds, lakes and wetlands are at an elevation higher than would normally be expected. Your pond is tied into a series of several other lakes and ponds as a part of the City's overall storm sewer system in our central district. The apparent reason for the continuing rise in elevation is the drainage of the upstream ponding areas to the south faster than what can be pumped out through the storm water lift station at Hurley Lake north of Wescott Road. All downstream facilities have been checked and found to be operating at their full capacity. Therefore, the limiting factor is the pumping station at Hurley Lake. Based on our evaluation of this system, it is likely that the City will be expanding the pumping capacity of this lift station to provide a quicker draw down of the storm sewer system, minimizing the impact of the fluctuating water levels. It is unfortunate that our investigation did not discover anything that could provide a quick solution to your concerns. However, this explanation will help you to understand the system and the future corrective actions that will be pursued by the city. THE LONE OAK TREE.. THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Y Pond JP-6 August 20, 1987 Page Two I appreciate you bringing this information to our attention and hope that your patience and understanding will last until future corrective actions can be undertaken. Sincerely, Thomas A. Colbert Director of Public Works cc: Mike Foertsch, Assistant City Engineer Joe Connolly, Superintendent of Utilities TAC/jeh -"o 10c tra /,1 OF 3830 PILOT KNOB ROAD. P.O. BOX 21199 EAGAN, MINNESOTA 55121 PHONE: (612) 454-8100 May 29, 1986 DAVE KELLER HAUGE, EIDE, KELLER, P.A. ATTORNEYS AT LAW WATER VIEW OFFICE TOWER 1200 YANKEE DOODLE RD SUITE 303 EAGAN MN 55121 BEA BLOMQUIST Mayor THOMAS EGAN JAMES A SMRH VIC ELLISON THEODORE WACHTER CwM11 Members THOMAS HEDGES City Administra or EUGENE VAN OVERBEKE City bens Re: Project 411, Easement Acquisition/Assessment Appeal Settlement Lot 5, Block 1, Skovdale 2nd Addition Dear Dave: Enclosed please find a fully executed agreement as approved by Council action on May 21, 1986, authorizing the payment of $3,080.00 to Victor and Sharon Staff for the acquisition of a drainage and utility easement. A copy of the description for said easement is enclosed for your information in drafting the appropriate easement conveyance documents. Please be sure that the easement conveyance documents are executed by Mr. and Mrs. Staff in exchange for the payment enclosed herein. Please return a copy of this recorded easement document to Bruce Allen, Engineering Tech, If any additional information or clarification of the easement is necessary, please contact Bruce for a prompt response. Sincerel , )al omas A. Colbert, P.E. Director of Public Works TAC/jj cc: Bruce Allen, Engineering Tech. Enclosure THE LONE OAK TREE... THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY SETTLEMENT AGREEMENT Agreement made this _a J s<- day of M,# y , 1986 between Victor and Sharon Staff of Eagan, Minnesota, herein referred to as Plaintiffs and the City of Eagan, herein referred to as Defendant. PURPOSE This Agreement is made as a compromise between the parties for the complete and final settlement of their claims and causes of action with respect to the following disputes: a) Inverse condemnation action - Summons and Complaint dated September 5, 1985; b) Appeal of Special Assessment - Notice of Appeal dated September 27, 1985. The parties desire to reach a full and final compromise and settlement of all matters and all causes of action arising out of the facts and claims as set forth above. SETTLEMENT In consideration of the mutual promises and covenants set forth below, the parties agree as follows: 1. Defendant agrees to pay to Plaintiffs the sum of Three Thousand Eighty Dollars ($3,080.00) to be paid upon execution of this Agreement. 2. Defendant agrees to reduce the assessment levied against Plaintiffs property regarding Patrick Eagan Park - Improvement Project Number 411 from a proposed assessment of $2,970.oo to an assessment of $2,227.59, a reduction of $ 742.41 . r 3. Plaintiffs agree to convey to Defendant City of Eagan an easement over a portion of their property legally described as Lot 5, Block 1, Skovdale 2nd Addition. A copy of the easement is attached hereto for reference. 4. Plaintiffs and Defendant agree that.all claims, and demands that they have against the other with respect to the above described disputes are satisfied, discharged and settled. RESERVATION OF RIGHTS This Settlement Agreement is to operate as a release and discharge only the parties hereto, and it is agreed that Plaintiffs expressly reserve the right to prosecute suits and claims against any and all other entities that may be responsible for or that have contributed to the injuries and damages sustained and claimed by Plaintiffs. In witness whereof, the parties have executed this Agreement the day and year first above written. Victor Staff Sharon Staff City of Eagan By: d Z/- Its: 1M ave2 731451_ PONDING AND UTILITY EASEMENT THIS INDENTURE, made and entered into this 1L0 day of 1986, by and between VICTOR STAFF and SHARON STAFF, husband ane, as Grantors, and the CITY OF EAGAN, Dakota County, Minnesota, as Grantee, WITNESSETH WHEREAS, said Grantors are the owners of the tracts of land in the City of Eagan, Dakota County, Minnesota, legally described as follows: A perpetual drainage, utility and ponding easement over and across that part of Lot 5, SKOVDALE NO. 2, according to the recorded plat thereof, Dakota County, Minnesota, lying northeasterly and northerly of a line described as follows: Commencing at the northeast corner of said Lot 5; thence on an assumed bearing of South 0 degrees 02 minutes 21 seconds East along the east line of said Lot 5 a distance of 251.98 feet to the point of beginning of the line to be described; thence North 59 degrees 01 minutes 26 seconds West a distance of 151.54 feet; thence North 72 degrees 17 minutes 55 seconds West a distance of 70.37 feet; thence North 61 degrees 00 minutes 51 seconds West a distance of 63.13 feet; thence North 84 degrees 15 minutes 42 seconds West a distance of 58.26 feet to the west line of said Lot 5 and there terminating. NOW, THEREFORE, the said Grantor-, in consideration of One Dollar ($1.00) and other good and valuable consideration, to them paid by Grantee, receipt of which is hereby acknowledged, hereby grants an easement to the above premises to said Grantee, its heirs and assigns, for permanent ponding purposes, including the normal practice of filling with water the above described premises from storm sewer runoff and for utility line purposes. The Grantee shall have the right to do whatever is necessary for the enjoyment of the rights herein granted, including the right of clearing the easement area to allow ford the use of the land as stated herein, and for ingress and egress to and from said tract of land and over and across said easement only for the purpose of laying, maintaining, operating and repairing said utility lines. And the said Grantors, for themselves, their heirs, executors, administrators and assigns do hereby release the said CITY OF EAGAN, its successors and assigns, from all claims for any and all damages resulting to said land by reason of the location of lake, ponding area or utility line. By acceptance of these easements, the Grantee agrees that it shall restore the property located outside the anticipated perimeter of standing water to as near the existing grade as is reasonably possible and further agrees to replace existing cultivated shrubs or sod and to seed all other areas not covered with standing water. It is expressly understood that the Grantee, its successors or assigns shall waive and release said lands or that portion thereof used for permanent lake or podding purposes from any special assessment levied on an area basis on account of any improvement in the City of Eagan for such time as said lands are used for permanent lake or ponding purposes, but at such time as such uses or purposes are abandoned then said lands may again be subject to such special assessments, as have been levied or may hereafter be levied. IN WITNESS WHEREOF, the parties hereto have hereunto set their hands and seals the day and year first above written. STATE OF MINNESOTA) Victor Staff I Sharon Staff ) ss. COUNTY OF DAtnT4 ) On this -L° day of 19 u, before me a Notary Public within and for said County, personally appeared VICTOR STAFF and SHARON STAFF, husband and wife, to me personally known to be the persons described in and who executed the foregoing instrument and acknowledged that they executed the same as their free act and deed. (S E A L)""' Notary Public THIS DOCUMENT DRAFTED BY: Hauge, Eide o Keller, P.A. 1200 Yankee Doodle Road Water View Office Tower, Suite 303 Eagan, MN 55123 (612) 456-9000 ,otYti DARREL A. SASKA p? s1 NOTARY PUBLIC • MINNESOTA l DAKOTA COUNTY My Commleelor, Expires Nov 12. 1989 EXEMPT FROM STATE DEED TAX STAMPS Exempt from Dakota County Deed Tax ' homci o \j n ouaAc IYi{ -.- Dakota Cowry Trwun? Y Q 2 C9 2 ., .. 1.... rREST IAVEfVUFf `:? • __ r LJy 1 r? 1 h .1 5i e ' •• ?1 e1 . Wlndc,?f i .r.u. ' \1 V K ' V O 0 D A 9 Af 0. tANE ii? r D ? 11 - Wr, / 1 ?... /? ?? \ )?,?J J' !J ? 1 tip` _ / ?Yl TI! F ?? J\rj ? .? P.'. 1 • ,.. .'11. 1, _ ?. '. l.•? 111 / • :'s%A 10 33 '• {{{YIYIYL.. 1 ,1 \\\ \? /1 ?1 1 ?1 ? If/?,? i t .•i / .r ., ?_ RECE'VED JUL 2 3 F401h: /<,e U I ^" d 1l- L 1330 /;or- / 4-N 1-f,gG.gN vnw SS)w To: Tor, cot-d),4 r c / T/ of G4c.4ti. P6Ae s/k -7-Z3-9o T PpN/< you /=0R T hh` ?/uSwc Q TO *y LFrTc- R o^ Pm-- `li/tL w4P,24 ?fo6L6?. S'iAlrp ?'Pr_ TimF_ L wRo77c TNz C c j L ??fIU GODLY?J No[!J/v FlvovG-o To 7nclc To /",y W ? hW ur_" 0 6 c) 0 Eo T H E /- 0051 uG T it6 u5 r" o r` 7H,'?-7- 10A97- v)= ov>C PkoPrsTy +S To V4LUFFBcti, 71hr4tf0Rr_"/ wL tjA?r Dr"ciDEo To F),, /)u 7-141T PA4T O)= pRovr'?ry 70 BkIiVG i T- L /6VFL W)774 77-ff- qf6'7- 0/: TPRwK /;,)o Fo-?, VOU4 G o Nc,?441 L/ T- w)i I.U i LL woT !!c w rro.r.c, you /Z /i? T/fAS *"147775,Q„ Z tFM Sv4F- TfF/J' Gv1L? SOLVr_ Jmy P?O(TLcJ- L w ? L. L. Juo T Tkovl3u2 you r v ,T+ 77fi,r ??- / 4 f rcL F?f) TD C,.4& L, mF l r you /mow)=" /??y Q u rs T 10-JJ. 416 1/;- #)/3. 5,o3 3 1 RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB RD, EAGAN MN 55122 13 851-681-4875 New Construction Reeuirements Remodel/Repair Reauiremems • 3 registered she surveys showing sq. R of lot, sq. ft. of house; and L11 roofed areas • 2 copies of plan (20% maximum lot coverage allowed) • l set of Energy Calculations for heated additions • 2 copies of plan showing beam & window saes; poured found design, etc.) • 1 site survey for exterior additions & decks . 1 set of Energy Calculations • Indicate it hone served by septic system for additions • 3 copies of Tree Preservation Plan d lot platted after 711193 • Rim Joist Detal options selection sheet (bldgs with 3 or less unb) DATE VALUATION M 90x0 SITE ADDRESS 13SD -PR LiU MULTI-FAMILY BLDG _ Y 4 N TYPE OF WORK v -);' FIREPLACE(S) A 0 _ 1 _ 2 APPLICANT STREET ADDRESS 9 TELEPHONE # r'61- 7I1--79?g CELL PHONE # z?la4t4,yb STATE*V _ZIP S5__.7aW FAX # PROPERTY OWNER SYPuo','-L ZxgA/ TELEPHONE# 6.57- yJy-X361 COMPLETE THIS SECTION FOR "NEW" RESIDENTIAL BUILDINGS ONLY Energy Code Category _ MINNESOTA RULES 7670 CATEGORY I _ MINNESOTA RULES 7672 (J submission type) • Residential Ventilation Category 1 Worksheet Submitted New Energy Code Worksheet Submitted • Energy Envelope Calculations Submitted Plumbing Contractor: __ Plumbing system includes: Mechanical Contractor: _ Mechanical system includes: Sewer/Water Contractor: Phone # Phone # Fee: $90.00 MAY 1 6 2002 ----------------------------------------------°-----°°-------°-----°------ -.. , I hereby acknowledge that I have read this application, 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 OFFICE USE ONLY Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _ Updated 4102 Water Softener Water Heater No. of Baths Phone # Lawn Sprinkler No. of R.I. Baths - Air Conditioning - Heat Recovery System MASTER CARD • LOCATION OWNER STRUCTURE AND _SEcv?wl? ?- Permit No. Issued Issued To Contractor Owner BUILDING PLUMBING CESSPOOL - SEPTIC TANK O ' WELL ELECTRICAL HEATING GAS INSTALLING SANITARY SEWER OTHER OTHER 1* 0 Items Approved (Initial) Date Remarks Distance From Well FOOTING SEPTIC FOUNDATION CESSPOOL FRAMING TILE FIELD FT. FINAL ELECTRICAL EPTH HEATING D OF WELL GAS INSTALLATION SEPTIC TANK CESSPOOL + I I DRAINFIELD PLUMBING WELL --1? SANITARY SEWER --- Violations Noted on Back COMMENTS: 41101/1 City of Eagan Date: 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: 119 ogp Permit Fee: 5 °D Date Received: 7 j Gr"t l ii Staff: 2013 RESIDENTIAL PLUMBING %PLUMBIINGPERMIT APPLICATION 7)(f,9 Site Address: /3'5 RePcikevZolfo Tenant: Suite #: Name: 1) Address / City / Zip: / 350 Phone: 5-1- q477- 301 pockyht„ 5.0y.i, /4 • 5'S/? -1 Name: (1 4'4Ow • CW'''") License #: 1? 1 Address:, cir3Q d-ch:7 " 4t e' City: 7. State: Zip: 55Phone: 6P- St? 7 gco ` 5J Contact: _ New V Replacement Email: Repair Rebuild Modify Space Work in R.O.W. Description of work: RESIDENTIAL Water Heater Lavern Irrigation (_ RPZ / _ PVB) SSeptit System \/New abandonment ppfay#1i - 0755-97 RD Water Softener Add Plumbing Fixtures (_ Main / Lower Level) Water Turnaround RESIDENTIAL FEES: $60.00 Water Heater, Water Softener, or Water Heater and Softener (includes $5.00 State Surcharge) $60.00 Lawn Irrigation (includes $5.00 minimum State Surcharge) $60.00 Add Plumbing Fixtures, Septic System Abandonment Water Turnaround* (includes $5.00 State Surcharge) *Water Turnaround (add $200.00 if a 5/8" meter is required) $105.00 Septic System New ($10.00 per as built) (includes County fee and $5.00 State Surcharge) TOTAL FEES $� CALL BEFORE YOU DIG. Call Gopher State One CaII at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. Www.agiljherst*teppec;~ lsr8 I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is ;ot 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 o p ` s. App y Ra / icant's Printed Name e t'6 v jam" � W W W wr 0�r V] �" 0. L .-N•+ CII c 0 8 V )0(1 ) " " " +2) bk) w t) Q" M M y N N• N ..r 11 M M M N N N egl 741 F-1 ;74 U •5 •> •> prz40 0 C4 .C2 N C) g:1 G7 C7 C7 c dJ c U G ;:,„t• - LnQN.- v, zra� 00 4.,cc v rES -� o a AND Prepared For: Mulvihill Excavating Attn: Glen Prepared By: Advanced OnSite, Inc. Prepared: July 19 2013 rv„,'°""..---EAGAN REVIEWED EDWATE 7/t; i 9 BUILDING INSPECTIONS DEPT. 1350Rocky Lane, Eagan, MN. 55123 (PID # 106870100040) cb Soil Slil'VC,N, 1.- Act,a intnio,r ,A0`, . _ . _ _ _ • „ Dakota County, Minnesota (MN037) Map Map Unit Name Acres Percent • Unit in of A01 Symbol Arn Totals for Area of Interest 8.1 100.0% P,IVItat.,k, V0,510,1. AO, ',b• + • Warning'. Soil Map may not be valid at this scale. tne ,!are Of 0,21:,,ded littp: clos1/4)i1sup, L\ .SON ,usc.fi.t.go‘ ,zispN S y )ESI.GN DESIGN CRITERIA; Existing 3 bedroom type 1 single family home. wit WATER. USAGE:, 450 gallons per day maximum, 'PERCOLATION RATE: 6 to 15 minutes per inch. out a garbage disposal_ SEPTIC IANK: Pump, ( ollapes, and fill existing tanlo s). Install one 1,500 gallon double compartment septic tank. Set as specified.. NOTE: 1) Tanks require pumping, (maintenance) once every three ye:t 2) l'se "APPROVED" tank(s) only. DRAM:1E1_1): Draintield trenches, 577 square feet required, 580 square feet proposed. L.a'h trench is 36 inches wide with 160 1 inear FT of 12 inches sidewall credit chambers. Please see detail. GENF:RAI, CONSTRITCTION PRAC Divert all surface xv-ater away from the Jr intiekl area. Do not disturb the draintield area during construction. Fence off the drainficld area before peri,, application. If there are any questions regarding this design please contact. I oth Klanclmik at (952) 461-2356. Minflesota Pollution Control Agency OSTP Design Summary Worksheet t.rtilVERSITY OF \illitiNESCil.:1. Property Owner/Client: iMulvihili Excavating: The Sh.art :ate- 'iioject Project ID:1 - — Site Address: 11350 Rocky Lane Eagan, M.N. 55123 Date; • 1. DESIGN FLOW AND TANKS A. Desisn Flow: i 450 'Gallons Per Day GPD) Note: The estimated deSiqn flow is considereo nw?ok limy rote incual safety factor. For long term performance, the overc3e doi fM,v B. Septic Tanks: reCOMITIErlded to he .6.(n this value, Minimum Code Required Septic Tank Capacity: 1500 Gallons, in 2 !Tanks or Compartments Recommended Septic Tank Capacity:i 1500 Gallons, 2 .Tanks or CompartMeelis Effluent Screen a Alarm?1 C. Holding 'Funks 001 y: L —1 Humber 0 of Holding Tanks: 1 —1i Type of High Leve ANonearm: L_. 1 ,--- 1- 1._ Gallons iGallhi-s D. Pump Tank 1 Capacity: Pump Tank 2 Capacity: 1 , No Tota: lifolurne of Holding Tanks: i 0 inns 2, SYSTEM TYPE Tyv?!:-,o41 Treatment and '.0spetsal ca ea' Treod, :7,t,.ael 0 Mound Ar,.Grade 1272 C i.c,;(.1in,9 Tank 0 Ottleri P:Te 1 erere Selectior, Required Benchmark Elev z 100 System Type Benchmark Location: Top of Wel,heao El Type 11 7.1 Type 111 fl Type PV "I'ypt-,t SITE EVALUATION: Type of Distribution media: Registered Product; Chia:el:Deis A. Depth to Limiting Layer : L 70 B, Measured Percent Land Slope F : 20 , 0.0 i ROCK Fragments: to<35%_.101 Pec Ra,e:: 5 ;Ad l ..: imiiii in j 5.8 lir C. Soil Texture. D. Sandy Loam 8w/at:on Et Location of Limiting, 91 2 P.t 1 Soil Hydraulic Loa0ing, Rate: 0.78 IGPalft' E. Contour Loading Rabe: 4. DESIGN S1,IMMARY Trench Design Summary Dispersal Area Total Lineal Feet1 0 Jft ift Sidewail Depth: 0 Trench Width I Number of Trencnes: Cocie Maxi.:mirti Trench Deo r- Designe max Trench 0 . . _ 13,KI Design Summary —_, Absorption Area 2 Media Below Pipc,d lin Code maximum Sec De:;:iii! Bed Width r--- i ft Bed Lenvz.h1 1Jf til Designer's Max Bed Debi IJ: Mound Design Summary Absorption Area 7 ft' Absorption Width ! Upsl.ope Berm Wdrift itl Total System': Leqtni f t Bed Lengthl ft I'1 DOwt'Stopo berm width: ift Tota, System \yi2:7h! Bed sii/idz", beriin Width dope 0 Endstope Berm Wichin Minnesota Pollution Control AgenCy OSTP Design Summary Worksheet NTVF-RSIrY or MINNESOTA „, At -Gracie Dein Summary Absorption Bed Widthl — f t Absorption 3ed Le5Qtt - , 1 1, Absorption Bed Areal ...i lf ttlpslope Berm Width' jft. Endslope Berm Width It t System Length of Perforated Laterals' Lateral Diameter— Pressure Distribution Summary System . Downslope Berm Vddtt, .ft• System Widtt . ..,. i Perforation Spacingt if t Pe rf or a tion Diameter !in Supply Pipe Diameter (1 Mlmarn Doe Volurra,,, Flow Rate 'GPM Tota Hea If ,'. ma>iimum Dose Voiorre , 1 Additiol InfoType nafor IV/Pretreatment Design ; .. ,v Calculate the organic loading using option 1 or 2 1, Orson:c Looding - Poi s of BOO X Units ilbs/day X l 2. Organic Loading to Pretreatment Unit = Desi3a Flow X Estimuted BO() in ingli., in toe effluent X 8,35 •-: ,000,0)70 Ilos BOD/day BODIday ispd X X 8— 3s 1,000,000 I B, Type Ot Pretreatment Unit Being Instalted: C, Calculate Soil Treatment System Organic Loading : hs BODIrloy Bottom Area U.'s/clay/ft' ilts/dayitt2 ir lay Comments/Special Design Considerations: r I hereby certify that I nave Completed th T. Klancrinik (Designer) work aocordank:e witri all applicable ordinances, r'i.i10 and laws, 1.2656 iLicense Minnesota Pollution Control Agency OSTP Trench Design Worksheet A, Design Flow (Design Sum. 14): B. Maximum Depth:• C. Soil Loading, Rate (Design Surn,2D); 450 1GPD 1„ 34 iincnes 0.78 GP ft UN IVERSITY OF MINNESOTA p 7111-r:9 condirion(Design Stir 3 • Separation may be reduced for Trt. or f3 D. Required Bottom Area: Design Flow (1.4) Loading Rote 11 C11 Inirici Required Bottom area E74;0 1 GPD -1 0.78 E. Select Dispersal Media 1 GPD/ft2= 1 577 jft2 Rock (selection required) E• Registered Product F. Select Distribution Method: E Pressure L7.1 Gravity -Drop Box E Gravity -Other (Describe): I A. In' required trench bottom area (ft 2 ): (from 1.D) Sidewall Absorption, (inches) Bottom Area Reduction, Bottom Area , Design rt ench Multiplier bottom area 6 to 11 0% 1 12 to 17 20% 0.8 18 to 2:3 34% 0.66 24 40% 0.6 B. Select Sidewalt Height : C. Design Bottom Area (2.A): ;inches , fr 1ft 1).Vdit) D. Select Trench Width: linches i i l't E. Total Des gned Trench Length: Bottom Area (2.C.) --: Trench Width (2.D) = Total Required Trer.cn LE,r),-, ft ),,- -I 1-__J t- f 1 i lft ----1 ' I F. Seect Trench Spacing : jft (tyt;ically 5 - J2 ft from center to center) G. Calculate Lawn Area: Trench Length (2.E) X Trench Spacing (2.F) - ftz lawn area ft X ift " 1ft 2 lawn ,))-ea H. Calculate Minimum Length based on Contour Loading Rate: Design ffow(lA) CLR , gpd gal/ft - 1, Select Depth Required to Cow' Distribution Pipe.: ift 10.33 for pressure, 0.5 for gravity) J. Calculate Rock Volume: (Sidewoll Height i2.61 - Depth to Cover Pipe (2.1)) X Bottom Area (2.C) ,- )::unic _ ) ft ift X )r,„2 , , L. i , - ________________ Divide ft" by 27 ft''Iye to calculate cubic yards: Comments: 27 yd' TRENCH CONFIGURATION: (Registered Products) A. Initial required 1 Sll idewa trench bottom area i Absorption Reduction Multiptier i , trench (ftli): ifrom 1,D) i (inches) , -i-: I bottom area 6 to 11 0% 1 • i: ,:.-;,-,' 12 to 17 20% 0.8 i 462 tiottorn Aa bottomAre 577 B. Regstered Product: _ ..._, C. Select Sidewall Height: 12 !inches D. Design Bottom Area i3.A): i 480_ ift- I 1 . E. Registered Width: 36c inches, i 1.0 3.0 ift F. Total Designed Trench Len3th: Bottom Ares (3.C) ÷ Trench Width (3.D) Total Required Trench 480 f t2 r3.0 ft 160 !ft G. Select Trench Spac r--78 (typict:Ily 5 - 12 ft from center to center) H. Calculate Lawn Area: Trench Length 13.E1 X Trench Sp.. -.sins, (3.F) ---:- square feet of lawn area i 160 1 ft xi 8 : ,, : ::. { 1280 ki.' iaw, .reJ i J L L Calculate Minimum length based on Contour Loading Rate: Design Flow(1A) -.°: CLR (lCi) - 450.0 ! gpd .-i: 12.0 gaLift - i 37.5 ift ...: ,_ J. Enter the Registered Product Component Length: 4S 12 K. Number- of Components - Total Length Required. (2..E..) divided by Component Length (2.K) (Round up) t/60 Comments: L._ I 4 ft mponents cAArA6EK • TRENCH CROSSSECTIO Orioina de Maxi um Trench Depth --Yy" ch es FIN S ED GRADE Inches ( [lad:tilt O r ipr mal Era& INCH WIDE TRENCH .11 t L3,2 2 I CL1 V, • Z.' O , 0 7-1 0 0 0 OSTP Soli Observation Log c. L) O 0 0 ✓ k-1 (C1 0 ition: (check one fr vation 11/Locatio u. 0 r. 0 0 0 0 00 0 0 4.0 01 "5;1 4.0 3 >, .1.7 L I ' (7, 0 % ,%.1 r,-, -7.. 47: •0 n c..-: O '0 ---..▪ .. ,"' 0 t.., 7....: 0 r3 4- ,..r, 01 UNIVERSITY OF MINNESOTA Septic System Management Plan for Below Grade Systems The goal of a septic system is to protect human health and the environment by properly- treating wastewater before returning it to the environment. Your septic system is designed to kill ham. ful organisms and remove pollutants before the water is recycled back into our Iakes. streams aid groundwater. This management plan will identify the operation and maintenance activities necessary to ensure long-term performance of your septic system. Some of these activities must be performed Sy y-oc, :he homeowner. Other .tasks must be performed by a licensed septic rnaa:rtainer or service provider. However, it is YOUR responsibility to make sure all :asks get accomplished in a timely manner. The University of Minnesota's Sep& System Owner's Guidle contains additional zips and recommendations designed to extend the effective life of your system and save you money over 'time. Proper septic system design, installation, operation and maintenance means safe and clean water: Property Owner Stuart Zaun Property Address 1350 Rocky Lane Eagan, MN. 55123 Grope' ID 106870100040 System Designer T. Klanchnik Phone (612) 232-9737 System Installer Mulvihill Excavating Attn: Glen . Phone (612) 598-2455 5-u zoo Service Provider/Maintaine Phone (OSI Permitting Authority City of Eagan Phone (651) 675-5685 Permit = Date Inspected Keep this Management Plat vitt your Septic Sy stcrr, Owner's Guide. The septi. 5. stem Owner's Guide includes a folder to hold _maintenance records including punpir_g, inspection and evaluation reports. Ask your septic professional to also: • Attach permit information, designer drawings and as-buiits of your system. if they are availab ie. • Keep copies of all pumping records and other maintenance and repair invoices with this document. • Review this iiocument with your maintenance professional at each visit: discuss any changes in pr3duct use, activities, or water -us appliances. For a opy of the Septic System Owner's Guide. cal! 1 -SCO -876-5636 or go to http:. shop.extension.umn_edu Veramu; 6;10,0;0 7.(1flf/Tn0L A 000/Z000 http://septic_umn.edu DUT 2UTanA1DXR TTTttTATntq EloAos poontaTd1ly n£RRVPZJ.ngT Yv..t Rn : l.n £Tfl7. /S'7 // n Z59Z 0617 T59 Xdd 00:90 S;TOZ/£Z/L0 UNIVERSITY Septic System .tlanagement Plan _fin. Beloit' Grade Systems OF MINNESOTA Your Septic System Septic System Specifics System is subject to operatina. permit* Sy stem pe:01011 Ol1101V* 0 V* E System uses UV disinfection unit* (Based on ACC Rules Chapter -OSO 2200 - 2-101 1 pe of advanced treatment unit *Additional Management Plan required Dwelling Type Well Construction Number of bedrooms: Three System capacity; design flow (gpd): 450 Anticipated average daily flow (gpd): 270 Comments Pusiness?El What type? Well depth (ft): Deep Type 7 Cased well Casing depth; 50FT Other (specif\ ): Distance from septic (ft): 50FT + Is the well on the design drawinrn Septic Tank 1 One tank Tank volume: 1500 gallons Pump Tank (f one) Does tank have two compartments. VEN Effluent Pump make/model: Two tanks Tank volume gallons Pump capacity GPM Tank is constructed of Concrete Effluent Screen type: No TDH Feet of head Alarm location Indoor only gallons Soil Treatment Area (STA) Trenches: 160 total lineal feet Number of trenches: 2 at 80 feet each STA size (width x length): 10 ft x 80 ft Location of additional STA: I Gra \ ity distribution J I Inspection ports v Pressure distribution Cleanouts Additional STA not available - 2 - UNIVERSITY Septic System Management Plan for Below Grade Systems OF MINNESOTA Homeowner Management Tasks These operation and maintenance activities are your respc.)nsibility. Use the chart on page 6 to track your activities. Identify the service intervals recommended by your system designer and your local government. The tank assessment for your system will he the shortest interval of these three intervals. Your pumpermaintainer will determine if your tank needs to be pumped. System Designer: Local Government: State Requirement - check every 36 check every 36 check every 36 Seasonalor several times per year months months months Leaks. Check (listen, look) for leaks i Surfacing sewage. Regularly check surfaced sewage or strong odors are leaks. call your service professional. • Alarms. Alarms signal when there signals. • Lint filter If you have a lint filter. adding one after washing machine. My tank needs to be checked even. 36 months n toilets and dripping faucets. Repair leaks promptly. for wet or spongy soil around your soil treatment area. If not corrected by pumping the tank or fixing broken caps and Untreated sewage may make humans and animals si;:k. is a problem; contact your maintainer any time the aiarm check for lint buildup and clean when necessary. Consider • Effluent screen. If you do not have one, consider having one installed the next time the tank is cleaned. Annually • Water usage rate. A water meter can he used to monitor y our average daily water use. Compare your water usage rate to the design flow of your system (listed on the next page). Contact your septic professional if your average daily flow over the course of a month exceeds 700 of the design flow for your system. Caps. Nlake sure that all caps and lids are intact and in place. linspect for damaged caps at least every 4,11. Fix or replace damaged caps before wit.ter to help prevent freezing ssues. Water conditioning devices See Page 5 for a list of devices. When possible, program the recharge frequency based on water demand /gallons, rather than time (days). Recharging too frequenti:. may negatively impact your septic system. • Review your water usage rate. Review the Water Use Appliance chart on Page 5. Discuss an major changes with your pumper maintainer. Luring each it by a puntierimaintainer • Ask if your pumpermaintainer is licensed in Minnesota. • Make sure that your pumper, maintainer series the tank through the manhole. (NOT though a 4" or 6" diameter inspection port.) • Ask your pumpermaintainer to accomplish the tasks listed on the Professional Tasks on Page 4. , UNIVERSITY OF MINNESOTA Septic System Management Plan for Below Grade Systems Professional Management Tasks These are the operation and maintenance activities that a pumperMaintainer performs to help enslire long-term performance of _your system. Professionals should refer to the 0,'M Manual for ‘:ierailed checklists for tanks, pumps, alarms and other ??2 potions. Call 800-322-8642 or more details, • Written record provided to homeowner after each visit. Plumbing/Source of Wastewater • Review the Water Use Appliance Chart on Page 5 with homeowner. Discuss any chtinges in water use and the impact those changes may have on the septic system. • Review water usage rates (if available) with homeowner. Septic Tank/Pump Tanks Manhole lid. A riser is recommended if the lid is not accessible from the ground surface. Insulate the riser cover for frost protection. Liquid level. Check to make sure the tank is not leaking. The liquid level should be level with the bottom of the outlet pipe. (If the water level is below the bottom of the outlet pipe. the Tank may not be watertight. If the water level is higher than the bottom of the outlet pipe of the tank, the effluent screen may need cleaniniz, or there may be ponding in the drainfield.) • Inspection pipes. Replace damaged caps. • Baffles. Check to make sure they are in place and attached, and that inletoutlet baffle's are clear of buildup or obstructions. • Effluent screen. Check to make sure it is in place; clean per manufacturer recommendation. Recommend retrofitted installation if one is not present. • Alarm. Verify that the alarm works. • Scum and sludge. Measure scum and sludge in each compartment of each septic and pump tank, pump if needed. Pump Pump and controls. Check to make sure the pump and controls are operating correctly. Pump vault. Check to make sure it is in place: clean per manufacturer recommendations Alarm. Verify that the alarm works. • Drawback. Check to make sure it is operating properly. • Event counter or run time Check to see if there is an event counter or run time log for the r unip If there is one. calculate the water usage rate and compare to the anticipated average daily flow listed on Page 2. Soil Treatment Area • Inspection pipes. Check to make sure they are properly capped. Replace caps that are damaged. • Surjaciag of effluent. Check for surfaced effluent or other signs of problems. • Grain trenches ana beds. Check .,he number of eravit trenches with ponded eflluei,t ;mit-) the percentage of the system in use. Determine if action is needed. • Pressure trenches and beds - Lateral flushing. Check lateral distribution: if cleanouts exisi. flush and clean as needed. All other components — inspect as listed here: - 4 - UNIVERSITY OF MINNESOTA Septic System .tlailagemem Plot) for Below Grade Systems Water -Use Appliances and Equipment in the Home Appliance Impacts on System Management Tips Garbage disposal • Uses additional water. • .Adds solids to the tank. • Finely -ground solids may not settle Unsettled solids can exit the tank and enter the soil treatment area. • Use of a garbage disposal is not recommended, • Minimize garbage disposal use. Compost instead, • To prevent solids from exiting the tank, have your tank pumped more frequently. • Add an effluent screen to your tank. • Washing several loads on one day uses a lot of water and may overload your sy stem. • Overloading your sy stem may prevent solids from settling out in Washing machine the tank. Unsettled solids can exit the tank and enter the soil treatment area. • Choose a front -loader or water -saving top -loader, these units use less water than older models. • Limit the addition of extra solids to y our tam, by using liquid or easily biodegradable detergents • Install a lint filter after the washer and an effluent screen to your tank • Wash only full loads. • Limit use of bleach -based detergents. • think even - spread your laundry loads throutrthodt the week. 2" floor laundry • The rapid speed of water entering the tank may reduce performance. • Install an effluent screen in the septic tank to prevent the release of excessive solids to the soil t7eatinent area. • Be sure that you have adequate tank capa,ity. Dishwasher • Powdered and:or high -phosphorus detergents can negatively impact the performance of y our tank and soil treatment area. • New models promote no scraping - They have a garbage disposal inside. • Use gel detergents. Powdered detergents may add solids to the tank. • Use detergents that are low or no -phosphorus • Wash only full loads. • Scrape your dishes anyways to keep undigested solids out of your septic system. Grinder pump in home) • Finely -ground solids may not settle Unsettled solids can exit the tank and enter the soil treatment area. • Expand septic tank capacity by a factor of 1 f• • Include pump monitoring in your maintenance schedule to ensure that it is working properly. • Add an effluent screen. Large bathtub (whirlpool) • Large volume of water may overload your system. • Hew, use of bath oils and soaps can bath at the same time. impact biological activity in your • L sc oils, soaps, and cleaners in the bath or shcAker tank and soil treatment area. sparingly. • Avoid using other water -use appliances ippliance a thi: same time. For example, don't walh clothes and r4' ke Clean Water t, ses Impacts on System Management Tips High -efficiency furnace • Drip may result in frozen pipes during cold weather, Water softener Iron filter Reverse osmosis • Salt in recharge water may affect system performance. Recharge water may hydraulically overload the system. Surface drainage Footing drains Re-route water into a sump pump or directly out of the house. Do not route furnace recharge to our septic ssten • • • Water from these sources will likely • overload the system. • These sources produce water that is not sewage and should not go into your septic system. Reroute water from these sources to another OtItiCt such as a dry well. draintile or old draintleld W`hen replacing, consider using a demand -based recharge vs. a time -based recharge. Check valves to ensure proper operation. have unt serviced per manufacturer directions UNIVERSITY OF MINNESOTA Septic SystemIal�.agement Pian for Below Grade Systems Maintenance Log Track maintenance activities here for easy referencie_ See list of management tasks on pages yard 4. Activity Date accomplished Check frequently: Leaks: check for plumbing leaks Soil treatment arta check for surfacing Lint filter: check, clean if needed Effluent screen: if owner -maintained Check annually: Water usage rate (monitor frequency ) Caps: inspect, replace if needed Water use appliances — review use Other: Notes: znnn /711110,5i 2000/1000 Mitigation%corrective action plan: "As :no D:. -d= .rte z..zs ssr-r`. - •• •tte:s:...:.. .J ^..r -eSra:5z.:o_____ t_ropeC-.• opera C_ ant-. ..2 se'd2ye tzt•e:... ... sisc_.. ..:5 Ma nage^:-n _ _.can are no: met :.•__- _ :- -C_^_ Ce`" -:t -ng d........:f' a^.^. :zke _ care a .._ �system, _ agree _ �_z� a: :otec. :'z --e • 7r Owner Sienature: management Plan prepared By: T. Klanchnik Permitting Authority: City of Eagan Dail 7/R3 Certification ; 5945 �:2a i ^ Rrge-s of the ti n tvers::y of Minaeso:a A2 rights reservved. The :i :every . o: M:-nesoa is an eq: :op ro we L� et;:d.:o: an: c :::e_.•er. This material is ava:(abie :n a tcra :vr for upon revues: Corr. act tha Waz-e7 Rew::r:ts Cc ee:. 6124 4-52S2. Tne Ors:.c Scus_e Tre atc tem Pro «s 'r.iiveree by the 4 rive s ,. of M:r.neso:_ Ex:es:a ; Service _.d the Ln;ve s:ry of Ntnnzw:a W r R ou ces -6- MIT 2IITi AIWWW TTTIITATnW nencc a7 y ncr VVa an: / n 01-(17/e7/In ZS9Z 0617 TS9 XVd 00:90 £T0Z/£Z/L0 uloAos poomeidew CityofEaQan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff: 2013 SEWER AND WATER CONNECTION AND AVAILABILITY CHARGES EXISTING RESIDENTIAL PROPERTY Address: Property Owner: Phone: Plumber: Stu ce o"-\ &,:s -1-1-4z_----3-360\ Contact Name: FOR OFFICE USE ONLY PRV required City R -O -W Permit County R -O -W Permit SEWER WATER Sewe - rvice Sewer laterale Sewer trunk City SAC @ $100/unit MCES SAC @ $2,435/uni Receipt #: Permit Fee State Sur' arge , Date: TOTAL: $60. I $5.00 Wate ervice Water later arge Water trunk Water supply storage Receipt #: D Treatment Plant @ $80 nit Permit Fee s 00 State S arge $5.00 P •ing Permit Required - water meter to be acquired with building permit TOTAL: SEWER & WATER J`" j r � Sewer Service Water Service Sewer lateral charge Water lateral charge Sewer trunk - Water trunk City SAC MCES SAC Receipt # Water supply & storage Receipt # Treatment plant Permit Fee State Surcharge , Date , Date $120.00 $5.00 *Plumbing Permit Required - water meter to be acquired with building permit TOTAL: 15 ‘_;;" Number of SAC units is determined by the Metropolitan Council Environmental Services (651)602-1000. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.org Cc: City of Eagan Finance Department 411,1/1' City of Evan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office I' -- Permit #: { laa Permit Fee: Date Received: Staff: 2013 RESIDENTIAL PLUMBINGPERMIT APPLICATION Date: 70201Site Address: / 335z)/ Bucky Zen Tenant: Resident/Owner Contractor Type of Work Permit Type Name: ua'+ 2q ,h Address / City / Zip: / 350 Name: 1/14;la Suite #: Phone: 65-/7 ti27- 35 J License #: Id - Address: 730 5t1 17 4 6' City: afri''�aq T `r /i ? State: Abet Zip: 55- Phone: O L S-2 7-g Y55 Contact: Email: Pk`f New _ Replacement _ Repair Rebuild _ Modify Space Work in R.O.W. Description of work: RESIDENTIAL Water Heater Lawn Irrigation ( RPZ / _ PVB) Septic System New Abandonment W 5 Water Softener Add Plumbing Fixtures (_ Main / _ Lower Level) Water Turnaround RESIDENTIAL FEES: $60.00 Water Heater, Water Softener, or Water Heater and Softener (includes $5.00 State Surcharge) $60.00 Lawn Irrigation (includes $5.00 minimum State Surcharge) $60.00 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes $5.00 State Surcharge) *Water Turnaround (add $200.00 if a 5/8" meter is required) $105.00 Septic System New ($10.00 per as built) (includes County fee and $5.00 State Surcharge) TOTAL FEES $ CALL BEFORE YOU DIG. Call Gopher State One CaII at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.agi iherstOegpecE.ofd I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is jot 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 o ps. ittgn .G /1',L',;f/ Applicant's Printed Name FOR OFFICE USE Reviewed By: Date: 7/1-47/5 Required Inspections: /Under Ground ✓Rough-InAir Test —Gas Test vlinal ' ALJ 5 L414441-1 vj Date: City of Eaaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: 14 1 J Permit Fee: I &6( ar Date Received: I0 /D (/ r (i Staff: (� 2 2013 RESIDENTIAL BUILDING PERMIT APPLICATION ID / ?Ai 13 Site Address: 7 J 9 Vso k y 1 i'. Resident/ Owner Type of Work Contractor Name: J tlhw Address/City/Zip: 1350 Rojey Applicant is: Description of work: Construction Cost: Company: Owner X Contractor F.,(1 57,000 Unit #: Phone: 6 5•1 - 303 --41q0 ? L 4.a) / tie-P16Gri w:ilPow 5 / res:de Noe. Ok f3 �t �� Address: 0 U b Aut.. 5 State: MP Zip: S Sfl)5.-- License 5'License #: L 1l' b I Z Phone: Multi -Family Building: (Yes / No ) Contact: 14k)> n Zu.o ✓1 City: S - sr Pa. I (5I -3D3 -"('W Lead Certificate #: N /{ T - F 1 7 09 1 If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes _No If yes, date and address of master plan: Licensed Plumber: Mechanical Contractor: Sewer & Water Contractor: Phone: Phone: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that 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. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. 1(e-, A Applicant's Printed Name x Applicant's Signature Page 1 of 3 City of Eaan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Perm": /5e1 3 I Permit Fee: Date Received: Staff: 2016 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: Resident/ Owner Name: S IAddress / City / Zip: 13 Sc, If the project is Applicant is: Owner Contractor Description of work: rt -t, iso i Construction Cost: i Zt D 017 Nue Ox Gx ,ots Unit #: Phone: C:),51 —C1 Z1 33 Company: Multi -Family Building: (Yes Contact: / No ) Address: O 64-" S. .5c 5 City: r- S 7 - State: State: A I Zip: S S' Phone: 3D j —SAY License #: r&'-U%f Z1. Lead Certificate #: exempt from lead certification, please explain why: e..1 ,- 4. <-43# COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes, date and address of master plan: Licensed Plumber: Mechanical Contractor: Sewer & Water Contractor: Phone: Phone: Phone: Fire Suppression Contractor: Phone: NOTE: Plans andthat supporting documents _____ _ .. m„w4 r .� �� .__. .you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that 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. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. x Applicant's Printed Name x Applicant's Signa Page 1 of 3