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1340 Rocky LaneCITY OF EAGAN Remarks Addition SKOVDALE NO. 2 Lot 5 Blk 1 Parcel 10 68701 050 00 Owner JV f { ra Street 1340 Rocky Lane State Eagan, NAT 55123 ? Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK 175-00 • 5 20 Paid SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA 160.00 10.66 15 STORM SEW TRK ??a2(o 137f 7 02.2.2 1st STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EA"N '1Y f ter 9795 Pilot Knob Road I^ `d`^•', Eagan, Minnesota 55122 J Phone: 454-8100 PLUMBIIJG _ PERMIT Date: 7/17/78 Site Address: 1340 Rocky Lane Lot S Block 1 Sub/Sec. _ Skovdale 2 Name victor Staff Address 7 340 Rocky Lane City Eagan Phone: 454-4294 Name self Address City Phone: This Permit is issued on the express condition that all work shall be Minnesota Statutes and City of Eagan Ordinances. No. 1164 Receipt No.: Single I X Residential Multi Res., Comm./Ind. New/Alter./Repair alteration Cost of Installation Permit Fee 5.00 C:7 0 Surcharge • ' (Total done in accordance with all applicable State of Building Official CITY OF EA"N 3795 Pilot Knob Road Eagan, Minnesota $5132 Phone: 454-8100 DISPOSAT, SYSTEi-I _ PERMIT ALTERATION Date: Site Address: 1340 Rocky Lane Lot Block I Sub/Sec. _Skovdale 2 Name Victor Staff Address 1340 Rocky Lane C r- City `.'agan Phone: n ..4-42 9 Name Address e 0 V City Phone: This Permit is issued on the express condition that all work shall be Minnesota Statutes and City of Eagan Ordinances. No. 317 Receipt No.: Single Residential Multi Res., Comm./Ind. alTeration New/Alter./Repair Cost of Installation _ Permit Fee Surcharge .50 r r} Total done in accordance with all applicable State of Building Official CITY OF EAGAN OFFICE INFORMATION MEMO TO DATE TIME /t 1 0 le, TO /N I y. 1 Z z'g ?G FROM OF ) PHONE NO. RECEIVED BY H was here to see you WIII call again Plaase tall Returned your call ACTION REMARKS/MESSAGES Review and see me Review and comment Tf t OFHl my,ft /te`S !I ?6 Prepare reply for my sig. Reply and send me copy D 0 QS /-tl h For your approval \, V For your Information F ,{/ - - L ` o + S" D or signature As we discussed -- AS you requested Take appropriate action Notify Staff FILE F__1 DISPOSE r--? I 1 OVER PHOTOCOPY: ONE SIDE ONLY COLLATE NO.OF COPIES HEAD TO HEAD STAPLE DATE NEEDED HEAD TO FOOT (Other) TYPING: ROUGH DRAFT RUSH COPY DATE NEEDED SINGLE SPACE FINAL DOUBLE SPACE CARBONS Sharcn L & Victor Staff 1340 R6eky Lane Eagan MN 551.23 (1&-bx LP- Q?P YI LdZCC/tt?z-t-0l'ICnCP LS? dyI Gv Z4 Alyce T BoLke 1365 Deerwood Dr Eagan MN 55123 ,d&,t / , 1--6- This4equ'est-void 18 months from /, 110A Date ofd Request ; a, b ?q P73120 I, as Licensed Electrical Contractor ?lpwner, do hereby Rquest inspection of the above electri- cal wiring installed at: L ?)- -z- r pid-ol 4- '_ Al A.(C+0.,, Street Address or Route No. ' 't t ,. Section Township ge County Which is occupied by r ( e of Occupant) i Will Call ? Yes Ready Noi , ` Is a roughin inspect required on thK?Zddress Power Supplie°- Electrical Contractor Cont cto 's icense Nd ?iy ( mpany ame) Mailing Address (Electrical G nt ac or O ner Making his Installation) Authorized Si ature Phone No.-??F?- ( ontractor or O r Making This instalia Ion) NAM 0 UD Op This impaction request will not accepted the State Board unless proper inspection fee is enclosed. Minnesota State Board of Electricity 195rUniversity Ave., St. Paul, Minn. 55104-Phone 645-7703 REQUEST FOR ELECTRICAL INSPECTION CHECK BELOW WORK COVERED BY THIS REQUEST / / /,3.'Z P 73120 Type of Building New Add. Rep. Check Appliances Wired For Check Equipment Wired For Home ? ? ? Range ? Temporary Wiring ? Duplex ? ? ? Water Healer ? Lighting Fixtures ? Apt. Bldg. ? ? ? Dryer ? Electric Heating ? Commercial Bldg. ? ? ? Furnace ? Silo Unloader ? Industrial Bldg. ? ? ? Air Conditioner ? Bulk Milk Tank ? Farm L is[ List Other ? ? ? ep Heiers? 1111 Oee hers? HH COMPUTE INSPECTION FEE BELOW E Z:rA H U 11 Remarks TOTAL FEE 1, the Electrical Inspector, hereby certify that the above inspection has been made. , - /r (Rough-in) 422 14 Date (Final) / Date _ This request void 18 months from EAGAN TOWNSHIP BUILDING PERMIT Owner .......... U ...... ........ ........ ..............?. ............ Address (present) ...u `!-.... Builder Address DESCRIPTION N° 1284 Eagan Township Town Hall Date ;S/Z ./?- .................... Stories To Be Used For Front Depth Heigh! E;f. Cos! Permit Fee Remarks 050 00 LOCATSON Street, Road or other Description of Location I Lo! 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 harard to the health, safety, convenience and general welfare to anyone in the community. THIS PERMIT MUST BE KEPT ON HE PREMISE WHILE THE WORK IS IN PROGRESS. i This is 3o certify, that ...... . 9.,. ......................... permission 20 erect a.... ......... lc..._......_ .°.° upon the above described pre ise subject to the provisions of the Building Ordinance f agan ownship a pied A ril il, 1855. _955°.°."....----???..R--'-.-•'?"'°•° ............... Per ---------[N'.-7-IC4.... !!..!!:.`. Chairman of Tnwn Board Building Inspector 419. 8GG2zc EASEMENT THIS EASEMENT, made this 31-51 day of 1988, between VICTOR STAFF and SHARON STAFF, husband and wife, herein referred to as "LANDOWNER" and the CITY OF EAGAN, a municipal corporation, organized under the laws of the State of Minnesota, hereinafter referred to as the "CITY". WITNESSETH: That the LANDOWNER, in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant and convey unto the CITY, its successors and assigns, permanent easement for drainage and utility purposes, over, across and under the following described premises, situated within Dakota County, Minnesota, to-wit: That part of,Lot 5, SKOVDALE N0. -2",jaccording to the recorded plat thereof ;"lying- southeasterly-of a line drawn from a point on the southerly line of said Lot 5 distant 98.40 feet northwesterly of the southeast corner of said Lot 5 to a point on the east line of said Lot 5 distant 93.55 feet northerly of said southeast corner of Lot 5. And does hereby grant a temporary construction easement over, across and under the following described premises: A 35.00 foot temporary easement over, under, and across Lot 5, SKOVDALE NO. 2, according to the recorded plat thereof, Dakota County, Minnesota, lying southeasterly of a line drawn 35.00 feet northwesterly of and parallel with a line drawn from a point on the southerly line of said Lot 5 distant 98.40 feet northwesterly of the southeast corner of said Lot 5 to a point on the east line of said Lot 5 distant 93.55 feet northerly of said southeast corner of Lot 5. Said parallel line is to be prolonged to terminate at said southerly and east lines of Lot 5. Said temporary easement is to expire July 1, 1990. The grant of the foregoing temporary construction easement and permanent easement for drainage and utility purposes includes the right of the CITY, its contractors, agents and servants to enter upon the premises at all reasonable times to construct, reconstruct, inspect, repair and maintain pipes, conduits, mains or ponds and the further right to remove trees, brush, undergrowth and other obstructions. After completion of such construction, maintenance, repair or removal, the CITY shall restore the premises to the condition in which it was found prior to the commencement of such actions, save only for the necessary removal of up to three trees, brush, undergrowth and other obstructions. And the LANDOWNER, its heirs and assigns, does covenant with the CITY, its successors and assigns, that it is the LANDOWNER of the premises aforesaid and has good right to grant and convey the easement herein to the CITY. IN TESTIMONY WHEREOF, the LANDOWNER has caused this easement to be executed as of the day and year first above written. VICTOR STAFF ?- STATE OF MINNESOTA ) )SS. COUNTY OF DAKOTA ) 4L SHARON STAFF The foregoing instrument was acknowledged before me this Elsrt day of Orfohe? , 1988, by Victor Staff and Sharon Staff, husband and wife. THIS INSTRUMENT WAS DRAFTED BY: MCMENOMY & SEVERSON, P.A. 7300 West 147th Street P.O. Box 24329 Apple Valley, MN 55124 (612) 432-3136 JPE i No ry ubl is 117 .le l A 1. R% G,'-, 1 _ , .. ,. a. 199ry . vvvvN,vvv:•v""" ?.," iv. dvs': vv%.vvti -2- EASEMENT DESCRIPTION SKETCH FOR: CITY OF EAGAN tt-1 c _ 4 O y i , U' T L-1.i I •V a?4MF ? , 'Al a t o A' c5 N PROPOSED PERMANENT DRAINAGE d UTILITY EASEMENT DESCRIPTION A permanent easement over, under, and across Lot 5, SKOVDALE NO. 2, according to the recorded plat thereof, Dakota County, Minnesota, lying southeasterly of a line drawn from a point on the southerly line of said Lot 5 distant98.40 feet northwest- erly of the southeast corner of said Lot 5 to a point on the east line of said Lot 5 distant 93.55feet northerly of said southeast corner of Lot 5. PROPOSED TEMPORARY CONSTRUCTION EASEMENT DESCRIPTION A 35.00 foot temporary easement over, under, and across Lot 5, SKOVDALE NO. 2, according to the recorded plat thereof, Dakota County, Minnesota, lying southeast- erly of a line drawn 35.00 feet northwesterly of and parallel with a line drawn from a point on the southerly line of said Lot 5 distant 98A D feet northwesterly of the southeast corner of said Lot 5 to a point on the east line of said Lot 5 distant 93.55feet northerly of said southeast corner of Lot 5. Said parallel line is to be prolonged to terminate at said southerly and east lines of Lot S. Said temporary easement is to expire October 1, 1989 . I hereby certify that this sketch, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. Dated this 15th day of August , 1988 SUNDE LAND SURVEYING, INC. 8Y• y_ 11-- - ward M. unde, L. eg, o. 50 O 50 100 SCALE IN ET NOT TO SCALE Sunde Land Sur e7ing Inc. ?1 E abe?gei r?r (SWI a,m.-yo. r. nm P+L ??YY _51208 RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB RD, EAGAN MN 55122 651-681-4675 New Construction Requirements • 3 registered site surreys showing sq. fl, of lot, sq. ft. of house; and jII roofed areas (20% maxin um lot coverage allowed) • 2 copies of plan showing beam & window sizes; poured found design, etc.) • i set of Energy Calculations • 3 copies of Tree Preservation Plan ff lot platted after 7/10 • Rim Joist Detail Options selection sheet (bldgs with 3 or less units) DATE 6 ` y- a RemodegRegair Requirements 9 • 2 copies of plan I • 1 set of Energy Calculations for heated additions • l site survey for exterior addalons&decks • indicate if home served by septic system for additions VALUATION / Tl "/S,? SITE ADDRESS 3 y 8 K90 cal LAAj MULTI-FAMILY BLDG -Y X N TYPE OF WORK ?2-il l FIREPLACE(S) _ 0 Y 1 _ 2 APPLICANT STREET ADDRESS / -fO /YS= L AI Al- TELEPHONE # 'I Y-9T©-fMCELL PHONE # CITY AWA 4NtL STATE,*A?ZIP S-SAU FAX # PROPERTY OWNER V 1A0 C 5100.L TELEPHONE # ----------------------------------------------------------------------------------------------- COMPLETE THIS SECTION FOR "NEW" RESIDENTIAL BUILDINGS ONLY Energy Code Category _ MINNESOTA RULES 7670 CATEGORY 1 _ MINNESOTA RULES 7672 (J submission type) • Residential Ventilation Category 1 Worksheet Submitted • New Energy Code Worksheet Submitted • Energy Envelope Calculations Submitted Plumbing Contractor: Phone # Plumbing system includes: Water Softener _ Lawn Sprinkler Fee: $90.00 Water Heater _ No. of R.I. Baths No. of Baths Mechanical Contractor: Phone # Mechanical system includes: Air Conditioning Fee: $70.00 Heat Recovery System Sewer/Water Contractor: Phone # -------------------------------------------------------------------------------------------------------------------------- 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 "" CITY USE ONLY PERMIT #: RECEIPT DATE: 2008 RESMENTIAL MECMMCAL PERMIT APPLICATION CITY OF KAe" 3930 PILOT KNOB RD HA G" MN 55128 651-691-4675 Please complete for: ? single family dwellings townhomes and condos when permits are required for each unit Date: 1021?__C5-DL SITE ADDRESS: Q!--Lc7 -?Lf L-n OWNER NAME: 06_. y, TELEPHONE #: (PS I -? - gQPq INSTALLER NAME: STREET ADDRESS: CITY: Wohlers Southside Htg. & Air, I"- 6950 W. 146' St., 4106 Apple Valley, MN 55124 (952) 431-7099 S IATE`. Place a check mark next to the permit work type ZIP: u ?l i L Add-on, modification or alteration to existing dwelling unit J J IS 30.00 • furnace replacement • air exchanger • air conditioner • other Nature of work: i=Ci rte, 1 QC? C??J GLrnC ?c? -RD OL`z?:N "a l lam. rry_Nc? State Surcharge $ .50 $ T 5D Total SIGNATURE F PERMITTEE 1/02 PERMIT # 14 L 3 --I X RECEIPT DATE: - JO - V MIDEPTIAL PLUMSIM PERMU APH ICATION CrrY of EAGAN 3830 PUM KNOB RD EAGAN, MN 55188 651-6$1-4675 Please complete for: ? single family dwellings ? townhomes and condos when permits are required for each unit backflow preventer for irrigation system SITE ADDRESS: 13 W? A"C_ Y ? w OWNER NAME:: ?a n c s Sfa? TELEPHONE* (AREA CODE) - INSTALLER NAME: ?k-S;?e 7? ry ce5 a{?IN?17.SELEPHONE#: lo4-yhVD9 (AREA CODE) STREET ADDRESS: J yG3 ti 0 -1-4 S'f 2.U CITY: STATE: A(/ti ZIP: ?b-Oy?I Place a check mark next to the permit work type New residential dwelling unit under construction and not owner/occupied $ 90.00 _ Add-on, modification or alteration to existing dwelling unit, including: $ 50.00 • abandonment of septic system • new installation/repair/rebuild of RPZ • lawn irrigation system • water turnaround Nature of work: Septic System, new/refurbished - $ 225.00 • includes County & Consulting Inspector fees • requires MPC license I J{ State Surcharge I $ 50 °I JUL 2 7 2 101 ? 5 Total . BS' -- -I Reminder. Be sure to schedule inspections of alterations, i.e. water heaters, water softeners, etc. I hereby acknowledge that I have read this application, state 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/rightof-wayleasement. SIGNATURE OF PERMITTEE Updated 1101 Individual Treatment Systems non-Transferable License 41819 Date Issuance: Mar 22, 2001 Li Installer License Expires: Apr 2, 2002 Designer I License Expires: Apr 2, 2002 On - Site Services of Minnesota, Inc. Designated Registered Registration Professionals (DRPs) Registration Type Expires ilayirl C _ Het?hler Inatallrr V;-6 I'1 NMA David L. Hetchler Designer I Feb 13, 2004 Is- Minnesota Pollution Control Agency jinnesota en A. StudderK, Commissioner 520 Lafayette Road No. St. Paul, Minnesota 551554194 Pollution Control Agency 552 465 1242 Jul-24-01 03:47P On-Site Services of MN 952-469-1242 P_01 °S n -S Inc. 9763 250th Street West Lakeville, MN 55044 Phone 952-469-4409 Fax 952-469-1242 FAX COVER SHEET Date: 7/ -- q /® TO C __.. Company: --? _,'f 4 k Number of Pages 2- Comments:??___ ?K ?e ws1??.?; = C4 l/ r??Lok A 4' A u ?s , o .z,G Fax Number. Gh I- 60'1- ?? 9 Of 9763 250th Street West Lakeville, MN 55044 SITE CHARACTERISTICS Property Owner James /57'«4Fr Phone: t/5 y-Ala9y Address: 13 40 /R oc k V L n. Township: City: K a 9 'r zip: ?5 /Z 3 County: Pa k 0 a DESIGN USAGE Single Family Home Xother Number of Potential Bedrooms: 2 Garbage Disposal tv Sewage Lift Pump p PUMP INFORMATION Pump GPM & TDH i Cycles per day r Gallons per cycle Perforation size Rye spacing Number, spatting, and diam of laterals For6main Size TRENCH SYSTEM nr1'?TYar?ar Type of Trench H;g? C?x'..r.-,,; 7 Perc Rates I/ 2- Average Perc Rate 2 Depth to restrictive Layer / ?f 4-. CAPACITIES Daily Water Use 3007 Est_Calc_ Septic Tank Capacity /n5/?/0?? . Pump Tank Capacity AVA. MOUND SYSTEM Dimensions of Rock Depth of Rock Below Dimensions of Sand % Slope of Soil Under Upslope Dike Maximum Depth of Trench ;2. Square Feet of Trench Required g 2 i Lineal Feet of Trench Required 3 Square Feet of Trench Proposed °f Lineal Feet of Trench Proposed 13 I, ? :a INDIVIDUAL SEWAGE SYSTEM DESIGN SUMMARY Dike Phone 612469-4409 Fax 612469-1242 APPROVAL B ?j ./,& By L J.,sr..t c =e ae t C>l David Hetchier Lic # 1819 See additional information sheet if checked V/ 5/,, -)O? q Z IN Septic Design Additional Information James Staff Homeowner states water to north is drainage pond, not shoreland. I called Eagan to verify, but was not able to confirm this. Pressure test inlet pipe from house to tank because of proximity to well. Suggest Septic Protector filter to minimize laundry lint in new drainfield. $170 est. Consider effluent filter in outlet of septic tank to minimize solids into drainfield. $150 est if installed when tank is new. Installer to verify all elevations, dimensions, and ensure proper fall to pipes. Installer to pump and fill /crush / remove existing tank(s). Establish turf to prevent erosion and freezing. All construction shall be in accordance with MN Rule 7080. (2y r?y?vy ILI /I I Ohs/ .1,-Lo,?JG Saurol' (577a /saa?i Staff, James 7-7-01.hds Trench and Bed Worksheet AN boxed rectangles must be erderect, the rest win be calculated. 1. AVERAGE DESIGN FLOW A. Estimated 300 gpd (see figure A-1) or measured x 1.5 (safety factor) = 0 gpd B. Septic tank capaaly 1500/2 gallons Septic T mrdt Ca tittle a POW ? Minimum is9?d U i al?n with Llgtnda}>?ly ?ilhkh?xk>nal& s p C061Y 9141W 1" litliW& ?50 1125 IM) 3or4 1:%10 15M Stxti 15110 X50 M01 ?.8or4 2i1tN) MW 2. SOILS (Site evaluafion data) C. Depth to msbFcbng layer = D. Maximum depth of system E. Texture Fs;;;?-Lo Percolation rate F. SSF 1.67 G. % Land dope 21 3 feet (see figure D-15) 3. TRENCH OR BED BOTTOM AREA H. For trendies with 6 inches of rock below the pipe: A x F = 300 gpd x 1.67 ftfgpd = 501.0 ft Art; Eslinale dL-mw mInG* nperDav number of bedoorm oast Clang MUM C1ms01 2 3M 225 1o 6 ft 3 40 3M 218 of the 4 6W 376 96 values 5 760 450 2M in the b 1W 525 332 Clank 7 1860 W 370 Carl] fl 1208 b75 418 ckAmhvs. TN 115: ScACnmraderlstloa and Sall MWnrg Fadw OKP) (v 3 separation) e anon Rate 64ilsizinepadar ws arxr uaA an "a T*30 M sq" r.•«st•+ r, : a fa xthee. a 1i raaxfe sand OARX Q7 b.• b Medium xxed aft i:raaspMrld Ci kc 5" T?ne mnd SO E V. 1.5 Sar.:tg laaa 1.27 :GW 3L: tams: 1.67 ill in {b Salt b-a.. 7.:o 'Plat 46 W to "34Y i. 3.70 Tandy<fay a y<tr °a+nig iay 4inYRf rrl.9t}7.?1""' kiln dRy .s: R•frdtiYm rant. } (t?arlmavl w s; p+4wum LM43fbt?>! q DF d&1a14tewbullan:>rdr: x: haax'Y: sr a Mm Ana ataG plt9!: rack Finea Alatutk A!:aibr!jWd. -AA ljkkWf 0! fVIA: a sr.Nx s; Wt-. ir.#AW Q.?. l 1.. For trendies with 12 inches of rock below the pipe: ?A x F x 0.8= 300 gpd x 1.87 ftlgpd x 0.8 = 400.8 ft J. For tren has with 18 inches of rock b pipe: A x F x 0.66= 300 gpd x 1.67 fOgpd x 0.66 = 330.7 fly K. For trenches with 24 uxdres of rock below tire pipe: A x F x 0.6= 300 gpd x 1.67 fggpd x 0.6 = 300.6 fe L. For gravity beds with 6 or 12 inches of rock below the pipe; 1.5 x A x F =1.5 x 300 gpd x 1.67 fggpd = 751.5 f? For pressure beds with 6 or 12 inches of rock below the pipe; A x F = 300 gpd x 1.67 fggpd = 501.0 fe 4. DISTRIBUTION (Check agthat apply) Bed (<6% slope) anyDrop Boxes ion Rock Drop Boxes Boxes (any slope) Distribution Box Box (<3%) Chamber Presure X Gravity PqGrevellm 5. SYSTEM WIDTH, LENGTH AND VOLUME Staff, James 7-7-W.xis M. Select width = 3.0 ft N. H using rock, divide bottom area by width: (H, I, J or K) divided by P = lineal feet 401.0 ft] l 3.0 ft = 133.7 lineal feet Rook depth below distribution pipe plus 0.5 foot times bottom area: (Rock depth +0.5 foot x Area (H, I, J, K. L) (=ft +0.5ft)x 401.0 fl= 601.5 ft3 Volume in cubic yards = volume in cubic feet divided by 27 601.5 127= 22.3 yd' Weight of rock in tons = cubic yards times 1.4 22.3 x 1.4= 31.2 tons 0. If using 10' Grellergtlt =Flow (A) x G Ieas35F (see figure D 9}' / 300.0 gpd x gpd = 0.0 pneel feet P. H using a Chamber H, I, J, K (based on height of chamber slate) divided by width of chamber in ft) 401.0 ft] l 3.0 It = 133.7 lineal feet N; y k (.-, DI% Soil Charxhtxti s crud am] siring hdar% (SS19 for Gmaaern Pipe ................._...._......._......................................... l,al ld, 3hux1 {mtll nn?ui¢alNWll x5?to4me gW?n,)Cxv FaHm t?,aal3f' Ci,n(!a5'eti n 1 t15 t?afiwn `k:x1 eXN Sia ?y 111015 ivu S nn w% Svnmni dyt nsx 16W3n w 167 1 11 w45 L SJ1t lti nh] t N NWCn C]y Laanti:Li n74 ?y CL h}1?.1 9911yyt]a ' Stil kV FvYC ili 9e W aJpe hd mcd. llen systm,a fss ra =" t F SR} n. d efts 'S. W?nx w I m-am? , vey raid °" ia l with t h u f Y . m f aixr,v agn. tlry ir enstaaadrn s# a sta,dard hgnw„d syMan 7. LAWN AREA 0. Select trench spacing, center to center = ©feet R. Multiply trench spacing by lineal feet R x Q = sq. ft of lawn area 8 x 133.7 = 1069 fe 8. LAYOUT Select an appropriate scale; one inch = feet Show pertinent property boundaries, rights-of-way, easements. Show location of house, garage, driveway, and all other improvements, existing or proposed. Show location and layout of sewage treatment system, well and dimensions of all elevations, setbacks and separation distances. I hereby oertify that I have completed this work in accordance with all applicable ordinances, rules and laws (signature) 1819 (license) 7 Ci (date) For On-Site Services of MN Inc INFILTRATOR PRO High Capacity Infiltrator' Chamber The Hlgh Capaclt Yrttrrr118r?ffernal volume fort s orage together with a large total effective infiltrative a and a 10-inch-high louvered sidewall. Size (W x, L x H) .....':;;a ...:.......................34" x 75" x 16" Weight ..............:..::,:........::....................38 Ibs Storage Capacity :.................................103 gal / 13.8 tN Louvered Sidewall Height ........................10" Hig Q_apac ty SideWindW Chamber Infiltrator's revolutionary, patented SldeWinder sidewall design pro- vides the largest effective sidewall infiltrative surface area together with a large total storage capacity. j., Size (W x L x H) ........................................34" x 75" x 16" Weight ...................:.:................................37 Ibs Storage Capacity ......................................99 gal / 13.2 fl' Louvered Sidewall Height ........................10" EqualizW 36 Chamber The Equalizer 36 chamber fits in a 24-inch-wide trench and features the SideWinder sidewall. The chamber is available with 10", 9" and 6" invert endplates for a variety of design requirements. i Size (WxLxH) ........................................22"x101"x13.5" Weight .......................:..............................33 Ibs ?< Storage Capacity ......................................70 gal / 9.3 fN Louvered Sidewall Height ........................10" r? Contour"" Chamber The Infiltrator Contour" chamber accommodates natural terrain features and avoids obstructions. It has a unique angled end that can be adjusted from 3" to 9° for a left- or right-curving pattern with a 40' to 120' radius. ChamberS_ cer'" The ChamberSpacer" helps to main- tain a 4" or 6" separation between chambers in bed applications and side-by-side configurations. The I ChamberSpacer facilitates back- filling for uniform installations. AN measurements are nominal. Soil Boring Log Date: 7-w JO / .;uent:j mes f Borings made by: / >ddress: r3t/a /Zoo <„ L., 4i Da?? N? fcler man 18 ?? city - 11 Zip Lie. Y Boring method: nuael ( Pit Rrohe Other Cnlnr rlaesificatinn svsfam• dA7..-.'-ph nth.r Boring Number .6l Boring Number f? a Surface Elevation Surface Elevation Soil type at system depth: Soil type at system depth: Depth Texture Color Depth Texture Color Feet Feet 54/1 OQa1- 10Yjq T3 I6GVln ? t rittGl ICf7 {°yl 4t?(o t ( Cxvn - C Ind In7Y> i. 76 I ? - 3 -- 3-- 7 -- , 4 ' 4 --- a'r'/ - eCitlCl I("Y.II'1Z .'•1 S/ C. I(-'( y ^ ii )t 1 5-- 1 _ . .. -- - ?- !p I irt. •v ? • e .•n.Yl L 'I/ ` ti ? Sued y I aGvrL sj,_ ---- '?? 7 --- 7- -Structure: Blocky Platy Prismatic None Structure: Blocky Platy Prismatic None Slope: % Slope: % End of boring at C?• 0 feet, End of boring at ?. r feet. Standing water table: yes (no) Standing water table: yes ( na) Present at feet of depth, Present at feet of depth, hours after boring. hours after boring. Mottled soil: Mottled soil: Observed at feet of depth. Observed at feet of depth. Not present in boring hole X Not present in boring hole Observations and comments: Observations and comments: Soil Boring Log -Date:-7--'(d -0 ttenr: m?? Borings made by: 4ddresc-13y0 R.,(<4 2, P7 Ie- ? 18 /9 c ty Zip Lb. 0 Boring method: /Pit )Probe Other Cnlnr rlascifiratinn cvcfam• A?A.?..l nt,.e. Boring Numbe 0 Boring Number fl Y Surface Elevation Surface Elevation Soil type at system depth: Soil type at system depth: Depth Feet Texture Color Depth Feet Texture Color 3 Ibrm. IOct Y?L' loyn 3/ Z 2 W - SrrhG?. t oL71M- SctnC.l 2 -- Sao ct Id . 3 - 3-- 4- 44.1 Sunct -So in i oarr%, S?? 4 xtnc( -Sanal I tx?rv?, 5/? 5- s CJC!?rt 5 4. s;I?y 1Cc e ?y , 7- 7-- Structure: Blocky Platy . Prismatic None Structure: Blocky Platy Prismatic None Slope: % End of boring at 0P,0 feet. Slope: % End of boring at 6.0 feet. Standing water table: yes no Present at feet of dep , Standing water table: yes no Present at feet of dept , hours after boring. hours after boring. Mottled soil: Mottled soil: Observed at feet of depth. Not present In boring hole X Observed at feet of depth. Not present in boring hole Observations and comments: Observations and comments: PURCOI.ATTON DA'rn SIII:H'r I:- 75 Test hole location6tQ7eW, Role number P Date test hole was prepared 7z0 ,0/ , Depth of hole bottom, '2L/ inches. Diameter of hole, 6 inches. Sail data frnm tc_:t hnle..: Depth, inches Soil texL11re Mcthod of scratching sidewall 4i iy. /x -2 Depth of pea-sized gravel in bottom of hole, inches. Date and hour of initial water filling G O 4 PM Depth of initial water fillinC, inches above hole bulCom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours i e. ,.,.._ . Percolation t-ca teaJiugm made by OFI)a L/e-- h IdN On D / starting at //7 <.a'017, (Data) Maximum water depth above hole bottom '_`-•-?i: n?. during test, G inches. Time Time Interval, Minutes Measurement, inches Drop in water level, inches Percolation rate, minutes per inch Remarks 3.O f I, G'7 3.0 Percolation rate 2 mioutcs per inch. h- 35 rLRCOLATTON TENT nnTA Surair. Test hole location 11? u 19r _i Hole number P -2, Date test hole was prepared 7/G 1p / Depth of hole bottom, '_20 inches. Diameter of hole, _ 40? inches. Soil data from tc::t hole: Depth, inches Suil texture Method of scratchiuG sidewall IIa' Ig 2., Depth of pea-sized gravel in bottom of hole, I inches. Date and hour of initial water filling _?Ze X!,I % LOM Depth of initial water fi.llinG, inches above hole bottom. Method used /to maintain at least 12 inches of water depth in (tole for at least 4 hours y,1 ,o L ry ,.,J . 1'crcolatioo tea readiugu made by - ?.p starting at l? ?a: m (date) -11.131. during test, inches. on Maximum water depth above hole bottom Time Time Interval, Hinutes Measurement, inches Drop in water level, inches Percolation rate, minutes per inch Remarks 5D 5e. ? 3 , C7 / , (? ,? b . percolation rate s _I - minutes per inch. INSPECTRON, INC. 15120 CHIPPENDALE AVE. SUITE 104 ROSEMOUNT, MN 55068 PHONE 651-322-6626 FAX 651-322-7580 August 28, 2001 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Dale; Enclosed please find the inspection report, As-built drawing, and my billing Invoice for the sewer replacement at 134_0 Rocky Lane,,Eagan. The system was installed per the approved design. The installation is approved. My total fee for the plan review and one inspection for a standard trench system such as this one is $125.00. Please make the check payable to Inspectron, Inc. It has been my pleasure providing this review and inspection service for you, I look forward to any future opportunities there might be. Thank you! Sincerely, Ron Wasmund Inspectron, Inc. MEMORANDUM To: Eagan Building Inspection Departnient Applicant From: Ron Wasmund ISTS Inspector Date: August 24, 2001 Subject: Plan Review Comments These comments are based upon review of plans submitted by applicant. The plan review was performed for compliance with the latest edition of the Dakota County Ordinance 113 and MN Rules 7080 as adopted by the City of Eagan. Omission or oversight by the Inspector does not relieve the applicant from compliance with all applicable codes. PROJECT ADDRESS: 1340 Rock Lane Eagan MN 55122 OWNER'S NAME: James Staff APPLICANT: Dave Hetchler On-Site Services CONTRACTOR On-Site Services of MN, Inc. 9763 250`s St. W. Lakeville MN 55044 PROJECT DESCRIPTION: Replacement ISTS for a 2 Bedroom Single Family Dwelling All inspections must be called for a minimum of 24 hours in advance. 2. Protect the treatment area from all traffic before after construction. Place appropriate barriers to protect the treatment area. Failure to keep traffic off will result in new soil evaluation requirements. 3. The perc test was run at 24" below grade. Soil borings were done to 72" below grade. Soil type was classified as sand-sandy loam form 18" to a depth of 44". The maximum depth of the trench is 36" No restrictive layer or mottling was observed. 4. Tire treatment area must be installed according to the design submitted. A 1.67 soil-sizing factor was used based on the sandy loam sod. A total of 401 sf of treatment area is required. The tradment area is proposed as 3 gravity fed trenches with High Capacity Infiltrator Chambers. The high sidewall chambers equal 12" of rock. A minimum of 22 chambers is required. This is not a warranted system. A 1500- gallon double compartment tank minimum is required. The first compartment must be at least 1/2 but not more than 2/3 of the total tank capacity. A 1500-gallon two-compartment tank is proposed. 6. All tanks or compartments must be provided an access for cleaning. A manhole of at least 20 inches in diameter must be located within 6' of all walls of the tank for cleaning. The cover of the manhole must be located at or above final grade. Install a minimum 4" diameter inspection riser above the inlet and outlet baffles for inspection of the baffles and one on the access cover to each compartment to measure scorn level. These inspection risers must be maintained above grade. 8. Care should be taken to support the plastic pipe between the edge of the tank and the edge of the excavation so that it will not sag or break during bacldilling operations. Schedule 40 plastic is recommended. The septic tank must be pumped every three years, more frequently if conditions or ordinance require it. INSPECTION RECORD City of Eagan Permit Type: Plumbing 3830 PILOT KNOB RD Permit Number: EA046378 EAGAN, MN 55122 Date Issued: 07/30/2001 (651) 681-4675 Site Address: Applicant: 1340 Rocky Lane Lot:5 Block: 00 10-68701-050-00 Permit Subtype: Residential Description: Addition: Skovdale #2 On-Site Services of MN, In 952-469-4409 Type of Work: Septic System (new) Use/Business: 1 Private Disposal Syst * Contractor is responsible for erosion control. * House #s required for final. Daily Record of Inspection F . . DATE: fd? INSPECTOR: TINE: O e= r TYPE OF INSPECTION: STS=? JOB: S CONTRACTOR: % jK WEATHER: 41 INSP. LOCATION: D ?t ?f?• INSPECTION OBSERVATIONS: CODE VIOLATIONS: NESSAGE: ON-SITE SEWAGE TREATMENT SYSTEM -INSPECTIONREPORT Applicant and Permit #: d. - c r ce s .f n c Date of Inspection: Inspected by:. Parcel ID: VZye, Municipalityfrownship: Site Address: /BYO rQ r # Soil Bmii - #PacTest Average Pere Rate (bfPl) Reserve Area: YNo I Number of Septic Tanks IL0 ty moces. mh) Pro-fab Tank Model: No - Outlet BAM (33Xaf tad ligaid dW&6"W6 liquid nufi ) ?Lignia Depth (30"aoin) Property Lines (toy ?Wettpig"5'O -t- Buildings (207 _.._ Large Treses (to,) _ Property Lines on ? Watertight construction ?r= Inlet Lnverts (t^.bovsaNa iavat) G_Depth to Restriction mUh- Type- maims Beam & ward uble Acceptance Rate (Sq. PUS Outlet a min. 3" below inlet Horizontal Dimension (2i" min) _-Tank is level _ Inlet BaBk(6"bdoweitaidd" Am iold cram) " ter- watertight ght Construction Buildings on _ Recitation & Tnbutmy (»7 Recreation & Tributary (f37 Y Well (so- a roo•) Pipe to Drop Box (mpxfaded) _ OutiCt InVCItS (d" abm &W) Hasse Type: Q H m GarbageDisposai: Y NO %? #ofBedrooms 1. # Potmtiai Bedrooms KX Invection Pipes (4" min) Manhole(2o"mm) Pumping tank Yeso ?.taoacln? ' Buried Water Pressure Pipes Uo7 01, All others except Rec. & Tnb. (1307 All others except Rec. & Tnb. ` (t3o•} Busied Water Pressure Lanes (107 Box is Level Distribution: CG" Pressure Number of Laterals Rock Under Pipe (s^ 24") Lateral Lengths (low max) Rook Over Pipe (2.) TOW Trench DeA Total Sq. Pt. Trench Area Site Drawing: Trench Widths(Ir-mim-36" max) Rock is Covered (wo w.ar porau mYaid) . g, 10 Lateral Spacing (r m oemx pmrvud) Bottom of Trencb to water, i"m Table or Bedrock (I Slope of Pipe e! ,i: - /7 Soil Over Lateral8 (6 ak - 36" OUX) Size of Washed Rods (31e-a 2%-) We ?j'?CL'?r'C YIr Designer: fin - `.'fe a. ?: c ? Installer: SCALE: D = i/III ' Signature: ?r LM-6 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 MQ r THOMAS EGAN JAMES A. SMITH VIC ELLISON THEODORE WACHTER COUxn Members THOMAS HEDGES city AdMtNstl w EUGENE VAN OVERBEKE City Clan 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. :Sincere l , 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 r_ SETTLEMENT AGREEMENT Agreement made this di sr day of Mjt 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 . 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: ? 1?'12s??l Its: VYly?yelt DATE • 3830 PILOT KNOB ROAD NUMBER INVOICE DATE INVOICE NUMBER I ITEM DESCRIPTION I P.O. NUMBER I NET AMOUNT . • I 63-4617-878-00 PROJECT 411 SETTLEMENTI 1 3080.00 REMITTANCE VOUCHER DETACH BEFORE USING AMOUNT 004082476:I429 F THIS INSTRUMENT, WHEN SIGNED BY 960 CITY OF EAGAN THE TREASURER, SHALL BECOME A CHECK PAYABLE TO THE ORDER OF 3830 PILOT KNOB ROAD THE PAYEE NAMED FOR THEAMOUNT NUMBER - EAGAN, MINNESOTA 55122 STATED. DATE AMOUNT -- FAY 5/30/86 3080.00 TO THE • VICTOR STAFF AND SHARON STAFF "f ORDER • , .? OF • / ?^ G MINNESOTA BANK - "-"- EAGAN,MINNESOTA - TREASURER I 11'0408 2411' 1:0960 L4 29 0: L i0 i0 2 30011' 73.14 51. PONDING AND UTILITY EASEMENT THIS INDENTURE, made ana entered into this NO day of (? h P , 1986, by and between VICTOR STAFF and SHARON STAFF, husband and wife, 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 aescribea as follows: A perpetual drainage, utility and ponding easement over and across that part of ;L-ot--5-,--SKOVDALE N0. -2,-accoraing to the recoraea plat thereof, Dakota County, -Minnesota;-lying northeasterly and northerly of a line described as follows: Commencing at the northeast corner of saia Lot 5; thence on an assumea bearing of South 0 degrees 02 minutes 21 seconds East along the cast 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 seconas West a distance of 151.54 feet; thence North 72 degrees 17 minutes 55 seconas 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 seconas 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 foro 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 saia 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 aamages resulting to saia 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 stanaing water. It is expressly unaerstood that the Grantee, its successors or assigns shall waive and release said lands or that portion thereof used for permanent lake or ponaing 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. Victor Staff -Sharon Statt STATE OF MINNESOTA) ) ss. COUNTY OFDAKnT4_) On this 14 day of ill/4c , 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 n Keller, P.A. 1200 Yankee Doodle Road Water View Office Tower, Suite 303 Eagan, MN 55123 (612) 456-9000 DARREL A. BASKA ##??j„1`?? NOTARY PUBLIC -MINNESOTA ,?R`? DAKOTA COUNTY ??ll?? M' Co?7wnWlon F?[pirea Nov 72, 19E9 EXEMPT FROM STATE DEED TAX STAMPS Exempt from Dakota County Deed Tax ?horncLO v n ova,lc 1s10 -a- DWwft County Trnww 1 Q 39 „ x .., 11 nTr- ?IIe10 - 1 t.ff of N' S KO V D A , !T \\ Y ..Id 1. y`?? A? 7Lg °? .. ,. ,.... OCREST NO w l r 1 Foe w ?,..: .•??i a ?r a ?\ r?l : r- ,? '? y eg to 1 = ? \ \\ / /II i 1f ff / 5ii/// 1 \ ` 1 11 fill? LAL .w v- - y el i WindeTaf K ? i ?4r4 ? `Qrnst pant OuTLOT a Cityof TRUNK STORM SEWER OUTLET ? _ . REYISID FINAL ASSESSMENT ROLL - PROJECT 411 CONTINUED, SEPTEMBER 11, 1985 r elf/ . Parcel Area Credit Assessable Rate Total Description (sq.ft.) (sq.ft.) Area(sq.ft.) (per sq.ft.) Assessment NW 1/4 Section 22 Continued SSOVDALE Lot 1 + E1/2 Lot 2 20,879 Large Lot (1) 49,500 (5) $0.045 $2,227.50 Lot 3 + W1/2 Lot 2 20,879 Large Lot (1) 49,500 (5) 0.045 2,227.50 Lot 4 80,586 Large Lot (1) 33,000 (5) 0.045 1,485.00 Lot 5 80,586 Large Lot (1) 33,000 (5) 0.045 1,485.00 Lot 6 W1/2 of S1/2 21,143 Large Lot (1) 16,500 (5) 0.045 742.50 Lot 6 E1/2 of S112 19,150 Large Lot (1) 16,500 (5) 0.045 742.50 Lot 7 + N1/2 Lot 6 76,781 - - - 76,781 0.045 3,455.15 SUB TOTAL ...............$12,365.15 'SROVDALE NO. 21 Lot 1 40,672 Large Lot (1) 16,500 (5) $0.045 742.50 Lot 2 92,548 Large Lot (1) 49,500 (5) 0.045 2,227.50 Lot 3 99,880 Large Lot (1) 49,500 (5) 0.045 2,227.50 Lot 87,120 Large Lot 1 33,000 5 0.045 1,485.00 (Lot 5] 161,908 Pond Large 25,765 Lot (1) 66,000 (5) SUB TOTAL ... 0.045 ............ _2,970.00] $9,652.50 E y , OIC 5k"D ASFSSIA.. Loll S . 6,t 900 - POND LAR4t5'2 [0 4SO 44,,,O (S) O. ocr . At x.227.50 - 2 - 1223-85 15) ? LbT 5, BLK I ' sxo Vr?/ LF, NO. L !) A REA 819 , o _ EOC;.6-: OF WA7-ff-P? ZZ Q3-7 5F o 5Z A-C, z) A EA+ BE7-wEEt4 g, ff43 SF ,_.ZZ ? ?z9 5F 311 47Z 5F 8»,0 - 830? O, 7Z AG 3) ?tZ = Zz,657 sF -t--31, 7 -:5F- 54 ? 1 S? SF O, 5 z A_(- -r-O, 7Z Ac /, z4 A(:?.. ) - 27--86 I.-P-,K. 4) 1? Ida sq, r r 109 14-.5 D sf, fT, @ p,agS sq FT = 9zS zS 6R La a t Lo? CJ7Ep;? /Sb' `Z,SI 1 /F i3.pAG ?IiS-?fIO s1 Ff ?G,94 ' r K_ RANa .? pp-4 K - Bn? i-I11 i I I f_J?? L -: -ANO K :' IrV DgT1RD ' %B3B:0 DP-B op-II ` 8373 $e.g i e « eQ?1 33 n P-5 ?r 886.1 4• O? I 9 ACM N Q!.' /gEP-SM.}. t al 763 FOR PARK ' I / I•~~??..a?? s1. I B71.Y ( NRa C RIDGE y' ! xB` I OP-4 L.e,-7 f--??? • `?I OF f 1 AD -h D-'^C0. RD 28 Ix-' 4 790 A / dre. i; 99ip] 6y ?1 q 'J BOP. JdY9:7 /J, I ?« IiG?RDEMy N?LNr , r OP-20 I\ D.1 6pOl? LI .?'T.HLLL Y ?J a Hrsll A.DD':J- ?? DP 2D: _-- op-T WESCOTT CP-12 LLI CPW I`}?- I._ Ir B9S0 EAR. FaFK-882 .2i a; I s.S?I ?I' 1 /. 8916 BH b" (CARRIAGE __-- RL--_ 828.5 825.0! . zee D c -0 R i nLS' E Ai i dP9.6 r' BP9:F 1 >. - ! 12 LF JP -140 pU_6 CaRDEN `B: DP-22'- I SE _%.a ?, II ?RLr ? e MIS Bp ?,B.9YZ. c Op-25 '-*Y @BP I'/I / Babe -:?-- ggBBEE - 1-- 'k>\I. CeNriR PF.- j'.., _89P.0 ^__, JP-39 P=BF Pte'. _ ? ,t Bg{. r _. ... Jg; s? ulu 7IB!?jt', I 9gsg 7`.. -? sI -a 4-' TPB-42 t ?1R BT9.4 cp- f'p- I w OB pF 2 B17.Y Bd0.0?? 9015 J89S0 h' B8&i /= J 8\e? r r1` B 844.0 I 8951 A. EJP-43 I'- 8870 --? ?jLYCR iW 8 L9.-I J L BS/.1 I I ?JP?l3 `E4^ ,J- - ' 891.3 Ix?l e 4a1 -.?-• I FI _ I ?8 3 a Iwls .__.- g JP-63 SZ7 J9B3p e9i'o «l m T* .? `? 3 ?• I I l,. I I I _ If 989/ .,? s7 JP-31 1 -+ f I 90Rh0uTp, _ ` +. . ?fi . ?l\ I I ?. JP- x A1K JP-II B88. I/ I 8783 44 = 880:1 + I c-gq? ?n BIS.7 -jFr y _ X18{¢. eJ00 8gp •/ ?? B 890.3 - t I a e __?l 8917 1• It 8II - iai T. ROAD/ / J ?- fl• +J-1 q" BOLO ,p .. JP S? Q `1 : '?_ d 3f01 C. I_ y+11t14 if-on Fie) BLACKHAWN 27 - PARKSJP 0' ?. C--^.r? "'7!v 's BG23 DDD ?' F 9JO:a •f ?+ra s7A, O il- 2o00 29 V SQUARE tlJ36 BP-3r 36690 ?, ` OVCELE 1 ; 83?b 6 'baK[a BBa.Y/ r- _? g?._. JOO a3,1 N T W /- 8 I ? b-dd Y Je• J-I I 6" 905 ( / :J i t pl? PAffhCN 84. L i P, &15 TF---•, B e_ JPn' J9P7•; Ir A $JO. EAGAI: 0 ' I - AI / 3$E:g fOJ F dl M._ PARK ,•I SP-4 t/ a?vL IJP-29 II ?I tt,, BP-225 I 974.2 _ gP• w -/- ???7'.: __ • 926.D d _ 9,50 u •1 a, 927. n l SB6.1 882.1'. C F/ "ML' /J a-f?O Sr B84N A I OF q ` ?R _ Ile _ w • _ tC__? ?- - Z Jy7- 9 53p1-'E II?L$$p?.99999.gD4J LP-43 97a7862{iI ?. ' K 1 "JP -28 i •L' I f 9Yl.;l >7. A? UC[ 28! ::? ot, B.A a 1?E8`R5 ':.tr r BSI I 9691 ?,:i i c+ .?-.! pe' 17- AT-? 8128 r., i.• T- ;•p ? ?? ? y 1: ?Rti,3Lk'aa? r1 `-? :- lI,• ? II r A SP-23 18 ? p: t .i e a ?'\?c IY T J'?-.??P? \ f: ! _. •p' ?:1 rHC ZZgg S? -x aICDa ?r?`a'! _re( JP-50 «- i r? TOa`r_F I-^ I •l w-? 12.iuA•!•??.-+???'"""'+1111?-} ?'` V 861.0 P6. BP-5 31HE' BPl?6 \.'1 7 _N .W.AIiA "?. A, 1? 97/.7 7 9f 8 RM ztL ' . `...te r ' I. ' WALNUT ?- -. P R unLR_r _. .SA?NENr I 1. - Np,j,' Ix. - Bjf BF ? ?' PARK IrA0OO rip tr (I?RDil I t\ _ na?f i .311 t,Jr SAFAR - +-AR ?p BDSf a2 ?{p?6 CAMP -8/K3 I? ?Se,t'B/80.0• u /t A 9ZG T BgP N ?P,_2?y ?,••:4"'7y??I E.1?l / 90H?,( ?. a'60k F+-1-1[AGD t?!WG-? 'B'-28} .:. }?.?a+L r. : . ] a? _?ggp-12 •- b la•r 9r?,8 n?i ]]I B-v i ? \ 1??fir; •V . l_ o o: PROPOSED AS?§ESSMEN CITY CIA- i I BOUNDARY. HALL -1a _ .i...• .-? . n ? F,nil Zel 013 y, l 163 a-1 Ctl- otl 3. f 0 PATRICK O-A -1 ? la -7 EAGAN PARK °1 - ?'uU T HILLTOP 01 0 HILLT0 F CIO - O ota - o -?? PLAZA EAGAN r LEGEND I ® SINGLE FAMILY RATE N ATH 0 1000 2000 SCALE IN FEET PATRICK EAGAN PARK / BIRCH PARK ADDITION 7/ TRUNK AREA STORM SEWER EAGAN, MINNESOTA SONESTROO, ROSENE, ANDERLIK d ASSOCIATES, INC. Consulting Engineers St. Paul, Minn. Date: JUNE, 1984 PROJECT r.nmm dQ4I I NO.411 4 ` l,' 1 K l ??: ? 1I11n11Ju,I hp ? . 1 L 11 V I' L .:?SKOVDALE- 2 SUBJECT - `? PARCEL - LOT 5. r; 3 Dam SKOVDALE III ? C/' ? J Ni• `IIW. p - SAC 1/16/86 D. PROJECT 4711, BIRCH PARK ADDITION/PATRICK TRUNK STORM SEWER EAGAN PARK - 3. Victor Staff (Lot 5, Block 1, Skovdale 2nd Addition) BACKGROUND INFORMATION At the September 19, 1985, final assessment hearing before the City Council for the above-referenced project, an attorney re- presenting Mr. & Mrs. Staff submitted a written notice of appeal to the proposed speci 1 as essments. A copy of this appeal is enclosed on page (s) 4FO' Zf Enclosed on pages ?p-7L are maps showing the location of this parcel, in relationship to the storm sewer improvement. Also enclosed on page(s) 7,3 is the final assessment roll showing the amount of the assessments and the related calculations. In addition to the special assessment appeal action, Mr. & Mrs. Staff have also initiated an adverse condemnation action against the City pertaining to the taking of their property for ponding purposes under this project. On December 20, the City Attorney's office and City staff met with the property owners to discuss the City's acquisition of a ponding and utility easement across their property and the explanation for the storm sewer area assessment. The Committee will be updated regarding the status of this acquisition and any relevance it may have pertaining to their special assessment appeal. STAFF RECOMMENDATION Due to the fact that this property definitely benefits by the establishment of a controlled water elevation protecting their property from excessive flooding and that all appropriate credits, reductions and deferments. have been taken into consideration, it is the staff's recommendation that the proposed final assessments be reaffirmed. COMMITTEE RECOMMENDATIONS/COMMENTS H I'I V : Z?iCK f nor-.r JP-8 : =-:'?- it 7LAiA iLEAGtt! 1 !?' ' 1? `% t ?- N 0 R T H ?. .. .. Il. 0 1000 2000 - SCALE IN FEET PATRICK EAGAN PARK / BONESTROO, ROSENE, ANDERLIK 3 ASSOCIATES, INC. BIRCH PARK ADDITION Conaulting Engineers STORM SEWER LAYOUT 7d St. Paul, Minn. Date: JUNE, I984 [::!PR O JECT POND JP-6, 7, 8, 9, 10, 11, 38, 47, 8 49 Comm. 49311 O.411 I r' ~ N--EX- LIFT STA. 14 47 JP-II 1 1 J 1 CITY HALL _ J 0l3 O - 3u'- t S - Vn ni G± 1 O 0: Y T 2. HI L/? F ILLTOP OF EAGAN 1 T' ?? - I;J:i PROPOSED ?ESSMEN BOUNOBF2xl, 1 m?r'I?II,rt ?It ?-^ r i n r PATRICK EAGAN PARK ® SINGLE FAMILY RATE PATRICK EAGAN PARK / BIRCH PARK ADDITION TRUNK AREA STORM SEWER 7/ EA?AN. MINNESOTA 11\ N 0 R T H 0 1000 2000 SCALE IN FEET BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. Consulting Engineers St. Paul, Minn. Date; JUNE, 1984 PROJECT C- ?.4931I "1'" ` . ..... ........ . a i,' IK ? 3 ? x - ka©? ?SKOVDALE 2?-, - ?? _ •?Y - I- ji SUBJECT +' = PARCEL -- LOT 5 o ti ? •?. 0? m at I 4 x- SKOVDALE o? I ??1 TRUNK STORK SEWER OUTLET 91?G18y REVISED FINAL ASSESSMENT ROLL - PROJECT 411 CONTINUED, SEPTEMBER 11, 1985 Parcel Area Credit Assessable Rate Total Description (sq.ft.) (sq.ft.) Area(sq.ft.) (per sq.ft.) Assessment NW 1/4 Section 22 Continued SKOVDALE Lot 1 + E1/2 Lot 2 20,879 Large Lot (1) 49,500 (5) $0.045 $2,227.50 Lot 3 + W1/2 Lot 2 20,879 Large Lot (1) 49,500 (5) 0.045 2,227.50 Lot 4 80,586 Large Lot (1) 33,000 (5) 0.045 1,485.00 Lot 5 80,586 Large Lot (1) 33,000 (5) 0.045 1,465.00 Lot 6 W1/2 of S1/2 21,143 Large Lot (1) 16,500 (5) 0.045 742.50 Lot 6 E1/2 of S112 19,150 Large Lot (1) 16,500 (5) 0.045 742.50 Lot 7 + N1/2 Lot 6 76,781 - - - 76,781 0.045 3,455.15 SUB TOTAL ...............$129365.15 MMWM? SKOVDALE NO. 2 Lot 1 40,672 Large Lot (1) 16,500 (5) $0.045 742.50 Lot 2 92,548 Large Lot (1) 49,500 (5) 0.045 2,227.50 Lot 3 99,880 Large Lot (1) 49,500 (5) 0.045 2,227.50 Lot 87.120 Large Lot 1 33 000 (5 0.045 1,485.00 Lot 5 161,908 Pond 25,765 Large Lot (1) 66,000 (5) 0.045 2,970.00 SUB TOTAL ................. $9,652.50 (1) Large lot credit was applied and assessed at 16,500 sq. ft. per acre. 73 All NOTICE OF OBJECTION PROPOSED ASSESSMENT - IMPROVEMENT PROJECT NO. 411 To: Eagan City Administrator - Eagan City Council PLEASE TAKE NOTICE that the undersigned affected property owners, Sharon and Victor Staff, object to the proposed assessment of storm sewer improvements relating to Patrick Eagan Park and Birch Park Addition - Improvement Priject No. 411. The undersigned occupy property containing approximately 3.7 acres commonly known as 1340 Rocky Lane legally described as follows: Lot Five (5), Block One (1), Skovdale 2nd On information and belief, the City of Eagan proposes to assess the undersigned owners at the rate of $743.oo per acre for a total sum of $2,749.00. The undersigned complainants allege that their property has not been benefited by the improvements relating to Project No. 471 based upon the following: 1. Project No. 411 provides for the construction of trunk storm- sewer affecting ponds JP-6, JP-9 and JP-11 as designated in the Comprehensive Storm Sewer Plan. Pond JP-6 is located in the Birch Park Addition immediately to the west of complainants' property. Water runoff from the Birch Park Addition is dis- charged into Pond JP-6. (See Storm Sewer Layout Map, attached hereto as Exhibit "A") STATE OF MINNESOTA. COUNTY OF DAKOTA Victor V. Staff and Sharon L. Staff, husband and wife, VS. City of Eagan, 2, J ?& i) \ 3• DISTRICT COURT FIRST JUDICIAL DISTRICT Cie'` b Plaintiffs, Defendant. --------------- NOTICE OF APPEAL OF SPECIAL ASSESSMENT ?? a• ?aw? TO: City Clerk and Mayor, City of Eagan, Eagan City Hall, 3830 Pilot Knob Rd., Eagan, Minnesota 55122 PLEASE TAKE NOTICE, that the Plaintiffs above named hereby appeal the special assessment adopted by the Eagan City Council at their meeting on September 17, 1985 regarding Patrick Eagan Park and Birch Park Addition - Improvement Project Number 411. Plaintiffs, as owners of Lot 5, Block 1, Skovdale 2nd Addition, have been assessed $2,970.00. Plaintiffs contend that their property has not been benefited or improved. Plaintiffs have complied with M.S.A. 429.081 by timely filing written and oral objection with the City of Eagan. Dated: September 27, 1985 Darrel A. Baska Attorney for Plaintiffs 3435 Washington Drive Eagan, Minnesota 55122 454-0505 G6 attached hereto as Exhibit "D" and Dakota County Airial Photograph attached hereto as Exhibit "E") 6. Complainants allege that construction of Project 411 not only has not benefited their property in any respect, it has resulted in a taking of their property for which they have not been compensated. Dated: Victor V. Staff Sharon L. Staff ?7 2. On information and.belief, as part of the 1978 Comprehensive Storm Sewer Plan it was originally proposed that Pond JP-6 outlet by means of a pumping facility to Pond JP-10 which, in turn would discharge by means of a gravity storm sewer to Pond JP-9. 3. At the request of the City of Eagan, the Department of Natural Resources (DNR) in 1981 determined the ordinary high water level (OHW) for Pond JP-6 to be 818.7 feet. The OHW level is defined in Minnesota Statute 105.37, subd. 16, as being "the boundary of public waters and wetlands, and shall be an elevation delineating the highest water level which has been maintained for a sufficient period of time to leave evidence upon the landscape..." (See letter from David Leuthe, Area Hydrologist - DNR, attached hereto as Exhibit "B") 4. Eagan's consulting engineering firm, Bonestroo, Rosene, Anderlick & Assoc., Inc. stated in the feasibility report to Project No. 411 that "since the DNR has recently established normal water levels.for Pond JP-6 and Pond JP-9 at 818.7 which is considerably higher than proposed in the Comprehensive Storm Sewer Plan, it now becomes feasible to outlet Pond JP-6- and Pond JP-9 to Pond JP-11 by gravity storm sewer thus :-- eliminating two pumping facilities." (See page 1 - Bonestroo report, attached hereto as Exhibit "C") 5. Complainants allege that construction,of Storm Sewer Project No. 411 has resulted in a significant raising of the water level of Pond JP-6 causing Pond JP-6 to encroach upon and inundate their property. (See Affidavit of Sharon Staff 6L a•7! [:T T. a /! I y ,. ' 0-1 I_: L. 44 ' 2 4 SERJ?O '-ss3f) I?? '1 + x :star L.S;-4 r 8 ML9Nq ?! RE 1 D / ,3 -?- 1 t E G? t ODITAD e56.0 4 es 4 FD% D 2 nBI' itPGE 877P +Oi .4 ? N05 74.a $ - .Ro4D O-o n 0-fDP-N E. y ! ( I • 840.0; OP- Pty-.-- f I4 HILLS 1V, C?v @!EENitl.NNN / .? v f r 901 pD TI . BBOO i B62.B WiSt ?. '` - (AOHrr,ll I aDO.t?I / OP-231 904 Lc 2 CPW OP WT u /I? L12' 876 e4 :aPx. 882 8250! 2 a 9 829.7 f i rte' p-eTb. .BH4? ?'• I raRRILSE d ro 1000, / '{Q , _ I2 SE IRDEU n f ?JPc TI/{ ?IJP-g8 3 8906 ` 1 8773.0 j1 - 834. ?y _' i BBOP - 89 ? .- DP 5 I 882.0 JP-3 r a? +r ~4F"S!a _ ? 'Q 1JP-9 -r?-?-. VL . .. E.r p ?gT ?,yA-?7D CP-II 844.01r.? PIS 'B7F -888.7 •?? Je'14.8F 4! ?•442W n---!??8400 795. JP 2 / 847.2-- B80 J?r :y90G3 JP$2 h'897S 8871 - ?? BOOB. 8490 1r 15 n ?` 6935 B8/ rj-J8881.22 851.5 E J 46 a67.0 ly4[7? FI 9440 BHffi32r^1BC wx 8935 2 411 L.S.-15 ?' I L I--r-- '?- 1 IY JP 63 BezO $ I f III - gg Jr 32 i ' 8007§%hir 865.7 1• JP-31 + . 0. 8 80.4, 11 8 DO '?gP 4f ' / .4j 9?9 5 ? ??+ e ? 895.7 xoa4/ J- ' ¢i +J-n JP-J 834 CITY Jsp; jp_ BIACKHAWI( 2 % HALL i ..:`? ` /?'L+ BB22 ?lB& n 9 923 ?? x , JP-10 ?/JP u SS E`a?o-30 Ra - 60L0 820.8 aD0•._-.•.dM 873A '? / - 830.0 29 C Ylq+. q 879.4 - gg55ZZpp - ... ` ?80 r. •' 1 '` ..? ah ;.i J f k"'? 44ueRE i 815.8 \J-•, 1h 4 • BP-33 S `IoyCL? (8300 `l ua JP-S2 886 O! L 1 840. 4l4K _li'?PL!_? - '? l? 70}:p6jP„3 8300 X36 V N T' w `/ a9. %...,.,. 889:9 so P-,7 i 11 2 9.FA r'NT - r e`_27_ Rlc .. •. e It, 6 d 2 / r T a •. +DAL Pp .35 903.. r - B-e / JP y ?4 y. P- . RICK 884 0 8.0 s0 J _ JPr 7 79 19 EAGA \ '89/ 9' PBM 12 ?.G 30. v R%f, BP-25 r F ?' ?09272 a? BB65 88 III l J, ?Sf ?p [? -t 92620 f B-?`.71' L`.. 905.0 C.3 a ? •ti B]? ? « n fL?kZG IEAG -4N _3 J-1 1- _ 1 e j7, , Sei1 _ l -1 L 43?y 5ifi o1 i 44.0.p LP-43 9800 Ja• It- of B 4 ?"hi3aRs CJ3 ZM 651 I ` JP 28 29-'-? z m? ocy Ip ` IT - iEe a x aF 8538 .956.0 963.4 P SP-23 h W °'J?-«T O t'.°?I iRr 8495 ?I??I `I ` (S'-c,?T J• Baa tr -= a L \ -i -- I - ?-I rwO g :'a/ 3•'??78? I• 27 wrEDe 1 ?'??`a i (1[?JP-SO -- P:8P•8 HE G i - '? r L' «A>«+ $ E3+. y 964.0 ' 'L: 11, 8 ?S Bggpg?78Fly6 w + ?w 2 ???}J{(?Y'}; ,- ??1 964. 910. Fvx. t cruc.? I??' .rill IQ.`i?Weli wrtl`-?+? B /\ .`L31Y,Y4 IrDEPARTMENT 7 STATE OF OF NATURAL RESOURCES PHONENO. 296-7523 1200 Warner Road, St. Paul, MN 55106 September 3, 1985 Darrell Baska 3435 Washington Drive Suite 200 Eagan, MN 55122 RE: Ordinary High Water Level (OHW) Protected Wetland #19-144W Dear Mr. Baska: At the request of the City of Eagan, we made OHW determinations for numerous basins in 1981. Protected Wetland #19-144W (JP-6) was one of these. The Ordinary High Water Level is defined in Minnesota Statute 5105.37, Subdivision 16, as being "the boundary of public waters and wetlands, and shall be an elevation delineating the highest water level which has been maintained for a sufficient period of time to leave evidence upon the landscape...." We determined the OHW for protected wetland #19-144W to be 818.7. On July 9, 1984, the City applied for a permit (#85-6017) to construct an outlet to this wetland as the water level was three to five feet above the OHW. After review of the application for consistency with our rules (Minnesota Rules 46115.0220 - 56115.0222, copy enclosed), the permit was issued. On April 19, 1985, the City applied for a permit to construct a storm- water outfall structure into this wetland. After review of this applica- tion for consistency with our rules (Minnesota Rules S6115-0230 - 46115-0232, copy enclosed), this permit was also issued. If you have any questions or need additional information, please feel free to contact me at your convenience. Sincerely, David Leuthe Area Hydrologist dl71 enclosures AN EQUAL OPPORTUNITY EMPLOYER SCOPE: This project provides for the construction of trunk storm sewer from Pond JP-6 and Pond JP-9 (McCarthy Lake) to Pond JP-11 (Hurley Lake) as desig- nated in the Comprehensive Storm Sewer Plan. Pond JP-6 is located in the ex- isting Windcrest Addition which is presently being replated as Birch Park Ad- dition. Pond JP-9 is located in Patrick Eagan Park. FEASIBILITY AND RECOMMENDATION: This project is feasible from an engineering standpoint and is in accordance with the Comprehensive Storm Sewer Plan for the City of Eagan. The project as outlined herein can best be carried out as one contract. DISCUSSION: Trunk storm sewer proposed herein provides for constructing grav- ity storm sewer from Pond JP-6 to Pond JP-11 and from JP-9 to Pond JP-11 as shown on the attached drawing. As part of the 1978 Comprehensive Storm Sewer Plan it was proposed that Pond JP-6 outlet by a pumping facility (L.S.-12) to tit f' 7 Pond JP-10 which in turn would discharge by a gravity storm sewer to Pond JP-9. Pond JP-9 would then outlet by a pumping facility (L.S.-13) to Pond JP-11. However, since this time the Department of Natural Resources has re- Gently established normal water levels for Pond JP-6 and Pond JP-9 at 818.7 which is considerably higher than proposed'in the Comprehensive Storm Sewer Plan. As a result, it now becomes feasible to outlet Pond JP-6 and Pond JP-9 to Pond JP-11 by gravity storm sewer thus eliminating two pumping facilities.= . •..S(..- As part of the 1984 Comprehensive Storm Sewer Plan Update a computer analysis was done to evaluate the effect of raising the normal water levels of these ponds and its effect on the high water level based on a 100 year storm. As part of this analysis, the high water level for Pond JP-6, 8, 9, 10, 11 and 49 was determined to be 830.00. It was also assumed Pond JP-7 would discharge N directly into pond JP-8 thus by-passing Pond JP-38 as shown on the attached Page 1. 1560c / EXHIBIT "D" AFFIDAVIT OF SHARON L. STAFF Sharon Staff, having been duly sworn and under oath, states as follows: 1. Your affiant and her husband, Victor Staff are present fee owners of property legally described as Lot 5, Block 1, Skovdale 2nd Addition, City of Eagan. 2. Your affiant has resided on the subject property from and since October 6, 1958. 3. From and since the date your affiant has occupied said property, water contained within the pond now designated as Pond JP-6 has never inundated affiant's property. Although the northwest corner of the property would, on occasion, become soggy in the spring-time, the land always dried and your affiant and her parents planted a garden on an annual basis in the north section of the property. 4. As development commenced in the surrounding area in the late 1970's, Pond J9-6 accumulated additional water. In the Spring of 1984 water from Pond JP-6 inundated affiant's property covering the northerly one arce. From and since the Spring of 1984 the water has continued to stand upon affiant's property. 5. Said standing water is causing affiant's fence line posts to uproot and prevents your affiant from using the northerly one acre of the property. 6. Your affiant fails to realize any benefit accruing to the property and believes the storm sewer project has caused a 7 diminution in her property value. < 1 1 f r Dated: Sharon L. Staff Subscribed and sworn to before me this day of September, 1985. Notary --------------------- nr^"^'ti DARRELA.BASKA MDTAAY PU6=S0 DAKOT.T'My Commwaon , X993 Ge v _,. " ?.. , . wAagg Iowa OF 3830 PILOT KNOB ROAD, P.O. BOX 21199 EAGAN, MINNESOTA 55121 PHONE: (612) 454-8100 January 6, 1986 MR DAVE KELLER HAUGE, EIDE & KELLER, P.A. 3908 SIBLEY MEMORIAL HWY EAGAN MN 55122 BEA BLOMQUIST Mo THOMAS EGAN JAMES A. SMITH VIC ELLISON THEODORE WACHTER Council Members THOMAS HEDGES City MminisM1ator EUGENE VAN OVERBEKE City Clete ------ -\ Re: Lot-5; B"Iock_1-,-SkAVdale_#_ZAddi.t.>on - Project- 411, Birch Park Add - Trunk Storm Sewer Outlet (Easement Acquisition) Dear Dave: Recently, we met with Mr. & Mrs. Victor Staff, owners of the above referenced parcel, and their attorney regarding their assess- ment appeal for trunk area storm sewer assessments resulting from the above referenced project and their adverse condemnation action against the City for the resulting of ponding on their property. Their assessment appeal will be addressed by the Special Assessment Committee at the January 16th meeting and will be formally consider- ed by the City Council at the February 4th meeting. In regards to their adverse condemnation claim, the City could be justified in negotiating the acquisition for a ponding and utility easement to incorporate the high water elevation of 830.0 for pond JP-6, which incorporates the NE corner of their property. Due to the fact that the Dept of Natural Resources (DNR) determined that the Natural Ordinary High Water (NOHW) incorporates the area covered by our controlled water elevation of 819.0, I do not feel the City is responsible for acquiring an easement over "public waters". However, the land incorporated by the future high water elevation based on saturation development and a 100 year frequency storm could be acquired by the City at this time. Therefore, I would like to have you initiate an offer to Mr. & Mrs. Staff whereby the City would agree to acquire a drainage and ponding easement for that land between the 819.0 elevation and the high water elevation of 830.0 which incorporates 0.72 acres. This offer should be made at the standard rates used in the acquisition of similar type easements. THE LONE OAK TREE ...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY DAVE KELLER LOT 5, BLK 1, SKOVDALE #2 JANUARY 6, 1986 PAGE 2 I would appreciate your prompt processing of this offer so that it does not have to become an issue as a part of the consideration of their special assessment appeal. If any additional information or guidance will be beneficial, please contact me for a prompt response. Sincerely, ,L Thomas A. Colbert, P.E. Director of Public Works TAC/jbd STATEMENT OF SPECIAL ASSESSMENT Pro3ect # 411 The EAGAN CITY COUNCIL meeting on February,14, 1986 approved and adopted special assessments against the following described property: -Skovdale-Addn.-2 -nd (Zot 5, _. 10 68701 050 00 The dollar amounts (by assessment type) and years of assessment are as follows: WATER AMOUNT NO. YRS. SANITARY AMOUNT NO. YRS. Area Area Laterals Laterals Service Service Lateral Ben/ Lateral Ben/ from Trunk from Trunk STORM STREETS Area 2,227.59 15 Grading/ Gravel Base Laterals Surfacing Res.Equiv. TOTAL a 2,227.59 Any portion of the total amount of these special assessments may be paid within thirty (30) days, specifically on or before April 3, 1986 without interest at the Eagan Municipal Center. Payments on these new . assessments cannot be made at Dakota County during 1986. The unpaid balance will be collected in annual installments (principal and interest) on your .future property tax statements through the Dakota County Auditor's office in Hastings. Annual installments will include interest at the rate of 11 % per year on the unpaid balance. The first year's installment on this balance appearing on the tax statement will include the interest from February 4,1986 through December 31; 1.986, plus interest for all of 1987. If you have any questions concerning this matter, please call Special Assessments at the City of Eagan (454-8100)- Sincerely, . VanOverbeke ` 14EJI? Finance Director/City Clerk City of Eagan _ 3830 Pilot Knob Road Eagan, Minnesota 55122 FIN2.STMT - ' Rev.9/26/85 10 G8?oo of 3830 PILOT KNOB ROAD. P.O. BOX 21199 EAGAN. MINNESOTA 55121 PHONE: (612) 454-8100 NOVEMBER 3, 1988 MR. AND MRS. VICTOR STAFF 1340 ROCKY LANE EAGAN, MN. 55123 RE: Project 511, Hidden _Valley Sanitary Sewer-Easement Acquisition -,1 .t_5., _Scovdale 2nd Addition Dear Mr. and Mrs. Staff: Enclosed you will find a fully executed approved by Council action on November 1, in the amount of $6,000.00 in accordance terms of that Agreement. This is in dedication of the permanent and temporary necessary for the sanitary sewer facil across your southeast corner. VIC ELLISON Mr r THOMAS EGAN DAVID K. GUSTAFSON PAMELA McCREA THEODORE WACHTER C.u it Members THOMAS HEDGES CityAd ih r EUGENE VAN OVERBEKE City clerk copy of the Agreement 1988 along with a check with the conditions and consideration for the construction easements Lty to be constructed We sincerely appreciate your cooperation in working with the City to facilitate the extension of these City facilities. If you have any questions during the progress of this construction activity, please contact Mr. Jerry Bourdon, (636-4600) who has been assigned as the Project Engineer responsible for administrating the conditions of the contract in this agreement. Again, thank you for your cooperation in this matter. Sincerely, s A. C 1 ert, P.E. Director of Public Works cc: Jerry Bourdon, Project Engineer, BRAA Mike Foertsch, Assistant City Engineer Joe Earley, City Attorney's Office TAC/ jf THE LONE OAK TREE ...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY d ?o Oo I t I }A 'k . .. ? > 1Q y fsl n k Rl A ?1 a(?3? } - S „? 1` b t t Y1y iS . k , ? y /? x < ? `z r r l` Y l ? t ? ` F 1 t? ?y? y3 Li 'J )\4 ti L ZC T 5 3 h ' Y x ? y4 i z G31^y r-? <.., c tS pylti ,?:: r 1 } ..) . .:. DATE NUMBER _ CITY OF EAGAN 3830 PILOT KNOB ROAD • EAGAN, MINNESOTA 55122. _ _ - INVOICE DATE INVOICE NUMBER ITEM DESCRIPTION P.O. NUMBER NET AMOUNT 73-4617 730-00 PJ 511 SANITARY SEWER EA EMENT CQ 6 000 00 . , . REMITTANCE VOUCHER DETACH BEFORE USING THIS INSTRUMENT, WHEN SIGNED BY THE CITY OF EAGAN TREASURER, SHALL BECOME A CHECK -? PAYABLE TO THE ORDER OF THE PAYEE 3830 PILOT KNOB ROAD NAMED FOR THE AMOUNT STATED =A AN, MINNESOTA 55122 DATE PAY 11/4/88 f? ;TOR & SHARON STAFF AMOUNT 75-1429 055°771 960 NUMBER AMOUNT 6,000.00 OF ;._ 7 1 r 1, ! G ?r :MAVOR SHELARD NATIONAL BANK OF EAGAN EAGAN, MINNESOTA rI.-TIREASURER r TO THE . VI( ORDER . 111OSS77111' 1:09601,429WLL0102300110 A AGREEMENT THIS AGREEMENT made this /5' day of NOL.,,&-midsYL , 1988, between VICTOR STAFF and SHARON STAFF, husband and wife, (hereinafter referred to "Landowners") and the CITY OF EAGAN, a municipal corporation organized under the laws of the State of Minnesota, (hereinafter referred to as "City"). W I T N E S S E T H WHEREAS, City has requested the Landowners to grant a permanent easement for sanitary sewer purposes and a temporary easement for construction purposes on Landowners' property, and WHEREAS, City and Landowners desire to enter into an Agreement for the granting of a permanent easement and temporary easement and for the restoration of the property. NOW, THEREFORE, in consideration of the sum of Six Thousand and no/100 ($6,000.00) Dollars and other good and valuable consideration, the receipt and sufficiency whereof is hereby acknowledged, the parties agree as follows: 1. The City agrees to re-sod the affected area of the permanent and temporary easement after completion of the construction and placement of the sanitary sewer. 2. The City agrees re-erect the fence which runs along the east line of Lot 5 after the completion of the project. 3. The City guarantees that the Landowners' property will not be assessed for this project. 4. All restoration of the permanent easement and temporary easement locations shall take place at no expense to the Landowners. 5. Landowners agree to grant the temporary easement and permanent easement as set forth in the attached easement agreement. IN WITNESS WHEREOF, the parties hereto have hereunto set their hand and seal on the day and year first above written. CITY OF E AN ()? By: --- Vic or L. Ellison Its: Mayor ATTEST: By: Q o Sf? E.J. nOverbeke Its: City Clerk VICTOR STAFF SHARON STAFF I/ APPROVED: ublic Works Department APPROVED AS TO FORM: a a 1 LCity Attor ey -2- STATE OF MINNESOTA) ) ss. COUNTY OF ) On this day of , 1988, before me a Notary Public within and for said County, personally appeared VICTOR L. ELLISON and E. J. VanOVERBEKE to me personally known, who being each by me duly sworn, each did say that they are respectively the Mayor and Clerk of the City of Eagan, the municipality named in the foregoing instrument, and that the seal affixed in behalf of said municipality by authority of its City Council and said Mayor and Clerk acknowledged said instrument to be the free act and deed of said municipality. STATE OF MINNESOTA) ) ss. COUNTY OF ) Notary Public On this -3.(!4- day of Qc4j?)eT- , 1988, 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. \"?? r? N " 7 ry Public THIS INSTRUMENT WAS DRAFTED BY: MCMENOMY & SEVERSON, P.A. 7300 West 147th Street P.O. Box 24329 Apple Valley, MN 55124 (612) 432-3136 JPE gqYAAAAA AMAAAAt,AAAAAAAAAAMAAAMAMi NOT" C'f PU i.i.^,-F+.'!e r;FSGiA 41•Tp 0.4?p T:. COUNTY < MY Camin. fires Aui, 3, 1996 n ^/`/VVVVVVVVVOVt,VWVVV?^/?"v I -3- J EASEMENT THIS EASEMENT, made this 31751 day of OCfV htf_ , 1988, between VICTOR STAFF and SHARON STAFF, husband and wife, herein referred to as "LANDOWNER" and the CITY OF EAGAN, a municipal corporation, organized under the laws of the State of Minnesota, hereinafter referred to as the "CITY". WITNESSETH: for drainage and utility purposes, over, across and under the following described premises, situated within Dakota County, Minnesota, to-wit: That the LANDOWNER, in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant and convey unto the CITY, its successors and assigns, permanent easement That part of Lot 5, SROVDALE NO. 2, according to the recorded plat thereof, lying southeasterly of a line drawn from a point on the southerly line of said Lot 5 distant 98.40 feet northwesterly of the southeast corner of said Lot 5 to a point on the east line of said Lot 5 distant 93.55 feet northerly of said southeast corner of Lot 5. And does hereby grant a temporary construction easement over, across and under the following described premises: A 35.00 foot temporary easement over, under, and across Lot 5, SROVDALE NO. 2, according to the recorded plat thereof, Dakota County, Minnesota, lying southeasterly of a line drawn 35.00 feet northwesterly of and parallel with a line drawn from a point on the southerly line of said Lot 5 distant 98.40 feet northwesterly of the southeast corner of said Lot 5 to a point on the east line of said Lot 5 distant 93.55 feet northerly of said southeast corner of Lot 5. Said parallel line is to be prolonged to terminate at said southerly and east lines of Lot 5. Said temporary easement is to expire July 1, 1990. The grant of the foregoing temporary construction easement and permanent easement for drainage and utility purposes includes the right of the CITY, its contractors, agents and servants to enter the premises at all reasonable times to construct, reconstruct, inspect, repair and maintain pipes, conduits, mains or ponds and further right to remove trees, brush, undergrowth and other obstructions. After completion of such construction, maintenance, repair or removal, the CITY shall restore the premises to the condition in which it was found prior to the commencement of such upon the r l , actions, save only for the necessary removal of up to three trees, brush, undergrowth and other obstructions. And the LANDOWNER, its heirs and assigns, does covenant with the CITY, its successors and assigns, that it is the LANDOWNER of the premises aforesaid and has good right to grant and convey the easement herein to the CITY. IN TESTIMONY WHEREOF, the LANDOWNER has caused this easement to be executed as of the day and year first above written. VICTOR STAFF .? j SHARON STAFF' STATE OF MINNESOTA ) ) SS. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this aLt day of ?lcfvbz? , 1988, by Victor Staff and Sharon Staff, husband and wife. Not y Public THIS INSTRUMENT WAS DRAFTED BY: McMENOMY & SEVERSON, P.A. 7300 West 147th Street P.O. Box 24329 Apple Valley, MN 55124 (612) 432-3136 JPE -2- EASEMENT DESCRIPTION SKETCH FOR: CITY OF EAGAN c. uNa." ,,+a PROPOSED PERMANENT DRAINAGE 6 UTILITY EASEMENT DESCRIPTION A permanent easement over, under, and across Lot 5, SKOVDALE NO. 2, according to the recorded plat thereof, Dakota County, Minnesota, lying southeasterly of a line drawn from a point on the southerly line of said Lot 5 distant98.40 feet northwest- erly of the southeast corner of said Lot 5 to a point on the east line of said Lot 5 distant 93.55 feet northerly of said southeast corner of Lot S. w 0 PROPOSED TEMPORARY CONSTRUCTION EASEMENT DESCRIPTION ' A 35.00 foot temporary easement over, under, and across Lot 5, SKOVDALE NO. 2, according to the recorded plat thereof, Dakota County, Minnesota, lying southeast. ` erly of a line drawn 35.00 feet northwesterly of and parallel with a line drawn from a point on the southerly line of said Lot 5 distant 98 A D feet northwesterly of the southeast corner of said Lot 5 to a point on the east line of said Lot 5 ?,l'• distant 93.55feet northerly of said southeast corner of Lot S. Said parallel line is to be prolonged to terminate at said southerly and east lines of Lot 5. Said a? temporary easement is to expire October 1. 1989 N I hereby certify that this sketch, plan or report -?: =^ was prepared by me or under my direct supervision • ?, 95 a and that I an a duly Registered Land Surveyor ti: l A_ under the laws of the State of Minnesota. L _ y?• AA' Sp 9a.1e•. Dated this 15th day of August , 1988 se'w oru 5,Y SUNDE LAND SURVEYING, INC. c_•? C' /" / ?Si MOVDN.E wn z -, i,• ? JS``' BY: acs-._.... N. ?0 I Edward H. Sun de, Reg. No. 8612 50 O 50 SCALE IN FEET NOT TO SCALE Sande Land Sur eying Int. 00-259 pVw T2r,ft23,322 SETTLEMENT AGREEMENT Agreement made this aiar day of mif 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 51 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 . ppo 4?11 ('0 G Ig 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 'A 1-A Sharon Staff City of Eagan By:.? Its: STATEMENT OF SPECIAL ASSESSMENT Pro3ect # 411 The EAGAN CITY COUNCIL meeting on February,41'1986 approved and adopted special assessments against the following described property: 1L2- t_ 5 dale Addn. The dollar amounts (by assessment type) and years of assessment are as follows: WATER AMOUNT NO. YRS. SANITARY AMOUNT NO. YRS. Area Area Laterals Laterals Service Service Lateral Ben/ Lateral Ben/? from Trunk from Trunk STORM STREETS Area 2,227.59 15 Grading/ Gravel Base Laterals Surfacing Res.Equiv. TOTAL 2,227.59 Any portion of the total amount of these special assessments may be paid within thirty (30) days, specifically on or before March 6, 1986 without interest at the Eagan Municipal Center. Payments on these new assessments cannot be made at Dakota County during 1986. The unpaid balance will be collected in annual installments (principal and interest) on your future property tax statements through the Dakota County Auditor's office in Hastings. Annual installments will include interest at the rate of 11 % per year on the unpaid balance. The first year's installment on this balance appearing on the tax statement will include the interest from February 4,1986 through Decembe-r-31-, 1986, plus interest for all of 1987. If you have any questions concerning this matter, please call Special Assessments at the City of Eagan (454-8100). . S_inoer?o E. J. VanOverbeke Finance Director/City Clerk City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122 FIN2.STMT Rev.9/26/85 CITY USE ONLY 9 Oar L RECEIPT #: SUED. RECEIPT DATE: 1998 PLUMING PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, NN 55122 (612) 681-4675 Please complete for: ? single family dwellings ? townhomes and condos when permits are required for each unit ? backflow preventer for underground sprinkler system FIXTURES Shower Water Closet Bath Tub Lavatory Kitchen Sink Laundry Tray a Hot T UW§ ter He Floor Drain Gas Piping Outlet " minimum -1 Rough Openings Water Softener ' for dwenings under construction Water Softener ' for existing dwelling U.G. Sprinkler for dwelling under const. U.G. Sprinkler ' for existing dwelling Alterations ' to existing residence Water Turn Around Private Disposal System ' MPC lic. (new and refurbished systems) Private Disposal Systems' Abandonment RPZ (new installation only) EACH # 3.00 x = 3.00 x = 3.00 x = 3.00 x = 3.00 x = 3.00 x = 3.00 x = 3.00 x 3.00 x = 3.00 x = 1.50 x = 5.00 x = 20.00 x = 3.00 = 20.00 20.00 = 20.00 = 75.00 = TOTAL 20.00 20.00 STATE SURCHARGE TOTAL .50 ----- --••---•--- - - I hereby adcnovAedge that I have read this application, state that the infformation is correct, and - agree-to-compy 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: +S h- r OWNER NAME: INSTALLER NAME: ?IOgtfL?iIANA ELAA,l6)tilCa TELEPHONE #: STREET ADDRESS: ZgOS ??FRF?EZ'? So CITY: _ I t.3 :4J?OLA S STATE: Nl lJ- ZIP: OF PERMITTEE CD/PERMIT-FORMSIRPLBG PERMIT (RES) -1998 -? of + 0 _ 2005 RESIDENTIAL BUILDING PERMIT APPLICATION " City Of Eagan ? V 3830 Pilot Knob Road, Eagan NIN 55122 9 t Telephone # 651-675-5675 FAX # 651-675-5694 New Construction Requirements Remodel/Repair Requirements Office Use Only 3 registered site surveys showing sq. ft. of lot, sq. ft of house; and all mated areas 2 copies of plan Cad of Survey Recd _ Y _ N (20% maximum lot coverage allowed) 1 set of Energy Calculations for heated additions Tree Pres Plan Recd _Y _ N. 2 copies of plan showing beam & window sizes; poured found design, etc. 1 site survey for additions & decks Tree Pres Required _ Y _ N I set of Energy Calculations Addfi'on - indicatefoo-site septic system Onafte Septic System _Y_N 3 copies of Tree Preservation Plan ft lot platted after 7/1/93 Rim Joist Detail options selection sheet (buildings with 3 or less units) Date O / ? / t/ ? Construction Cost Lo co - EO n Site Address ? Unit/Ste # ( ?? Description of Work V V 1 Multi-Family Bldg - Y X N Fireplace(s) 0 I _ 2 Property Owner \ V (/!-n y- (Q t i' Telephone # (( ?) 1-? - T /? t Contractor , VIM XRX DY6 Yi , Address so r n City t7 I State M Zip 6f542,0 Telephone # (q6l) 11/1- l ?J- COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Category I _ Minnesota Rules 7672 Energy Code Category . Residential Ventilation Category 1 Worksheet New Energy Code Worksheet (J submission type) Submitted Submitted . Energy Envelope Calculations Submitted Have you previously constructed a building in Eagan with a similar plan? _Y _N If so, 25% plan review fee applies. Licensed Plumber Telephone #( Mechanical Contractor Sewer/Water Contractor Telephone # ( Telephone #( I hereby apply for a Residential 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 h4N 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. Applicant's Printed Nam Applicant's Signature r)IOful? ?i AUG 0 J. 2005 i 8 ~o / - - 310.00 - - _h' x- '1-x--x -x--X--X -r-x--Kk x a--x-xa-.-~----'--x - floe Fence ~ ~k~S I B ~ r'0g ~ I `~O tii Fi 9 h ~ yy' o,~, Y ~ Pr T o T a ° . '°9P 2j p , Oq yC /~°r ~°r eie~~ ~F~'~°~9'PLB~'a Fi T c~ 0 x„ F s~ ` Q x B?fir: i ~ ° 6 R ~ of tiC OrP~ .~9 9gs S c~`9/ \ x ~ ` x 4 ti FX'stln 0 H y~ ~o~ A x ~ ~L Or 'v P~ P~ ~ Fi ~ x ~ F, 624 ~ S~ 6 83 , 0 r ~ 63a F% ~°f;o o ` , Co° f0 . ~:~M: I ~ i I m Owners ~ Mr, a Mrs. Victor Staff in 1340 Rock Lane y Y Eagan , MN ~ i i n ~ A ~ Legai Description : Lot 5, Block I, SKOVDALE N0.2 ~ rn 8 ~ ~ 3 O AREA TABULATION ' Total Property Area = 161,900 SQ. FT. (3.72 Acres) rea r ~ - 14/ A Cove ed by Water l6/27/85 ~ 22,940 Sq. Ft. 26% Area &elow Nigh Water Markings (824.5):42,540 Sq. Ft. 32/ Area Below 830 Contou Line = 52,450 Sq. Ft. j i ~ ~ i ~ I \ ~ I d ,3 23.2 , i 11 Scale 1 = 40' I i niuuripqN Sketch Plan For: WAYNE D. oROES Mr. & Mrs. VICTOR STAFF c n r = i a ;-14675 - i sus . fill nmu eared BY. SIGMA SURVEYING _ 85 SERVICES 3908 Sibley Memorial Highway Eagan. Minnesota 55122 Phone: (612) 452-3077