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1580 Sherwood CtRobert Gold - 1580 Sherwood Ct Feb. 2, 1989 * City was not negligent in constructing storm sewer * Fault lies in dev/bldr for non-compliance * Notify insurance carrier - Dougherty to review policy - Dougherty to provide guidance CITY OF EAGAN 3830 Pilot Kno3 Road P. O. Box 21199 Eagan, MN 55121 Owner: Address: Slh Address: - Plumber;=1, Meter No.: size: WATER SERVICE PERMIT } r'I ` ?T NON TE. 'ender : ,.. {,- Connection qm ;. i No.: .67 Account Deptroe. base to eorra* WM the Permit Fee: rN Chy of 101"e Surcharge: l : G c Misc. Cho r roes: Total: I "• e of Insp.. fl- to S ? Paid: UiTY OF EAGAN 3830 Pilot Knob Road P SEINER . O. Box 21199 SERVICE PERMR Eagan, MN 55121 PERMIT NO.: T Zoning: DATE. 1,. Owner: No. of Units: t Address: Site ress S $ i Add ; xE'1Zsw _x}; j y v . Plumber 71 `, ?4Cr r j I some ft some* ^f ON New" ffbes By ------ Date of Ins: Connection Charge: Account posit: Permit Fee: Surcharge: Misc. 00, -v- Total: Dots Paid: ITY OF EAGAN WATER 3830 Pilot Knob Road SERVICE PERMIT . O. Box 21199 PERMIT NO.: Eagan, MN 55121 DATE: Zoning: _ No. of Units: Owner: '' eC?11 R1tS. Address: Site Address 153XIET') .'C., i.i °??r'_ Plumber: --17 -au M~ Na.: Connection Charge: = J. (T(f;,3? - Size: Account Deposit: Reader No.: Permit Fee: 1').QQpd I serve to e0M* wkb fibs City of Began Surcharge: . 50pd r ordieeeleee. i .1 ' _ ". 0nd "T? Misc. Chorges: _ Total: Date Paid: CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT Receipt # To be used for ADDITION Est. Value $20'000 Date JUL # 18187 24 90 is Site Ad ress 1330 Stuaerwuvu `'a OFFIC E USE ONLY Lot Block Sec/Sub. BRITTA" 6TH _3 Parcel No. Occupancy R FEES ROBERT J GOLD Zoning 207.00 W Name (Actual) Cons! Bldg. Permit Address 15110 SHERWOOD T (Allowable) Surchar e 10.00 c City Phone 452-9211 r of Stories g 135.00 Plan Review Length c SME Name Depth 1?i 5 SAC, City a O Address S.F. Total SAC MCWCC U City Phone S.F. Footprints - , Water Conn On Site Sewage W W Name On Site Well Water Meter = Address MWCC System uZ Acct. Deposit W City Phone City Water S/W Permit PRV Required I hereby acknowlege that I have read this application and stale that the Booster Pump SrW Surcharge information is correct and agree to comply with all applicable State of Minnesota Statutes and Cj y of Eagan Ordinances. '/ e ? Treatment PI - , G' Signature of Perrnitee - APPROVALS Road Unit A Building Permit is issued to: RdBERT J GOLD Planner Park Ded. on the express condition that all work shall be done in accordance with all Aeuncil applicable State of Minnesota Statutes and City of Eagan Ordinances. Bldg. Oft. Copies 352 0 Building Official t Variance TOTAL . Permit No. Permit Holder Date Telephone 8 WATER SEWER PLUMBING H.V.A.C. ELECTRIC Inspection Date Insp. Comments Footings I (, Lc Foundation /G Framing 5 q Roofing lcJ? Rough Pibg. Rough Htg. Isul. 2 - ? p L A" - Fireplace 1O.-V6- Final Htg. Final Plbg. Cont. Meter Plbg. Inspector - Notify Plumber Engr.IPlan Bldg. Final Deck Fig. Deck Final f? Well Pr. Disp. r CASH RECEIPT. CITY OF EAGAN P. 0. BOX 21-199 EAGAN, MINNESOTA 55121 DATE 19 _- r' RKCKIV= FROM AMOUNT DOLLARS teo ? CASH ? CHECK Ppm c 11 FUND CODE AMOUNT i r _ - I Thank You ev, A J J White-Payers Copy Yellow-Posting Copy Pink-File Copy Receipt PLUMBING PERMIT Permh No. CITY OF EAGAN Fee fill in numberod sloam 13/C Type or Print /eyibly Tot. 1. Date 2. Installation Cost 3. Job Address Lot Blk. Tract 4. Owner 5. Contractq TIP Phone 3 S. Address 7 7. City State Zip 8. Building Type: Residential ® Commercial ? Institutional ? 9. Work Description: New 'q Add ? Alter ? Repair ? 10. Describe C.. {dk.1 l '? rf t _ 11. No. Fixtures Water Closet No. Fixtures /D i i C Bath tubs asspool ra nf eld i T S Lavatory f ept ank c f Shower . tner So Kitchen Sink Well Urinal/Bidet Laundry Tray Other Floor Drains Drinking Ftn. Sl S op ink Gas Piping Outlets 12. 1 hereby certify that the above information is true and correct, and I agree to comply with all ordinances and codes governing this type of work. Sued : ! ?. for . Rough Final Inspections: Date Insp. Date Insp. This is your permit when numbered and approved. Approved CITY OF EAGAN 454$100 CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PgRMIT Site Address t' L t 81 k I 5! b 4812 Receipt # rtrr:c?, Erect Remodel Repair Addition Move Demolish Int Impr. Occupancy Zoning Type of Const. No. Stories Length Depth Sq. Ft. Name Address 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: all work shall be done in accordance with all applicable State of Min Building Official Assessment Permit = ? - - 00 Water & Sew. Surcharge f 0 Police Plan Review ?l Fire SAC Eng. Water Conn. j Planner Water Meter Council Road Unit Bldg. Off. 0, Tr. PL APC Parks Var. Date I Cop es Total on the express condition that rsoto Statutes and City of Eagan Ordinances. 0 oc ec Su - Parcel No. E; Name z Address j&, R W OO( i 1! R .,1--- 454-1. ? Permit No. Permit Holder Dote Telephone Plumbing / HMA.C. U L G' (? - ' G Electric Softener Inspection Date Insp. Other Footings 1 Footings 11 Foundation Framing U a Roofing Rough Plbg. Rough Mtg. 14S -4- f&!/ /D i tY g Insul. Fireplace Final Htg. d Final Plbg. Final f Cwwocc. Water Describe Location: u/Olu ?? ?PQ RrA?? Well i /"?(aI ? n r I/,t3, ?.(/ d t ? Sewer a / a ? C, >Q venT.? Pr. Disp. Receipt PLUMBING PERMIT Permit No. CITY OF EAGAN Fee t Fill in numbered spaces S/C Type or Print legibly T t: 1. Date 2. Installation Cost o _ -" A 3. Job ddress Lot - Blk. Tract 4. Owner 5. Contractor J , f.? Phone 6. Address 'e- 7. City State Zip 8. Building Type: Residential Commercial ? Institutional ? 9. Work Description: New 6' Add ? Alter ? Repair ? 10. Describe 11. No. Fixtures Water Closet No. Fixtures Cess ool/Drainfield Bath tubs p Se tic Tank _ Lavatory p Softne Shower r W ll Kitchen Sink e Urinal/Bidet Other Laundry Tray Floor Drains Drinking Ftn. Slop Sink Gas Piping Outlets 12. 1 hereby certify that the above information is true and correct, and I agree to oomply with all ordinances and codes governing this type of work. Signed : - . for r I, f Rough Final Inspections: Date Insp. Date Insp. This is your permit when numbered and approved. Approved CITY OF EAGAN 454-8100 Receipt ;f C 1. Date 3. Job Address ' 4. Owner MECHANICAL PERMIT CITY OF EAGAN Fill in numbered graces Type or Print legibly Permit No. Fee S/C Tot. 2. Installation Cost Lot Blk. Tract 5. Contractor Phone 6. Address r_ 1, 16 7. City State - Zip S. Building Type: Residential .? Commercial O Institutional ? 9. Work Description: New 'C] Add O Alter O Repair ? 10. Describe Fuel Type 11. No., Equipment BTU - M. Ea. Forced Air No, Equipment CFM Air Handlin : Mfg. g Boilers Mfg. Mech. Exhaust Unit Heater Mfg. Other Air Cond. Mfg, Gas, Piping Outlets 12. 1 hereby certify that the above information is true and correct, and I agree to comply with all ordinances and codes governing this type of work. Signed : for Rough Final Inspections: Date Insp. Date Insp. This is your permit when numbered and approved. Approved CITY OF EAGAN 454-6100 ! CITY OF EAGAN Remarks L 1 L2 Addition BRITTANY 6TH ADDN Lot 3 Blk 1 Parcel 10-15005-030-01 Owner Street 1580 SHERWOOD COURT State EAGAN MN SS122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK 1976 130.10 8.67 15 3 01 7 42-a23-SSA SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA ?e (v 1982 269.94 53.99 S STORM SEW TRK W S 1992 571.13 114.23 5 f?! STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT Road Unit 280.00 WATER CONN. 500.00 1+ BUILDING PER. 10862 SAC 595-00 PARK CITY OF EAGAN N° 10862 t r _ 3830 Pilot Knob Road, P.O. Box 21.199, Eagan, MN 55121 PHONE: 454.8100 BUILDING PERMIT Receipt # To be used for SF DWG/GAR Est. Value $74,000 Dote AUGUST 26 19 85 Site Address 1580 SHERWOOD CT Erect ?{ occupancy R3 Loth-Block 1 Sec/Sub. BRITTANY TH Remodel ? Zoning RL Parcel No Repair ? Type of Const. V . Addition ? No. Stories TOLLEFSON BLDRS INC Move ? Name D li h ? Length 46 Z emo s Depth 48 z Address 1655 N ORWOOD DR Int. impr. ? SQ. Ft. City EAGAN Phone 454-6873 Install ? Approvals Fees o Name SAME $u Address City Phone Name _ Address City Phone Assessment Water 8 Sew. Police Firs Eng. Planner _ Council 1 hereby ockrawledge that I have read this application and state that Bldg. Off. 8/23/8 5 the information is correct oqd agree to comply with all applicable APC State of Minnesota Stotu s nd Cfiy %?( Eagan Ordinances. . /w „ ` Var. Date Signature of Penniftee A Building Permit is issued to: - iua,a.nr auw DLL all work shall be done in accordance with all appl bIF Building Official Permit D 377. UU Surcharge 37.00 Plan Review 1 7 7 _5 0 SAC 525.00 Water Conn. 500.00 Water Meter 63.00 Road unit 280.00 Tr. Pl. 132.00 Parks Copies 069.50 Total $2 r on the express condition that and City of Eagan Ordinances. CITY OF EAGAN N2 1 8 1 87 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 C? C,? BUILDING PERMIT Receipt a l- /'p To be used for ADDITION Est. Value $20, 000 Date JULY 24 1990 Site Address 1580 SHERWOOD CT Lot 3 Block 1 Sec/Sub. BRITTANY 6TH Parcel No. w Name ROBERT J GOLD o Address 1580 SHERWOOD CT City EAGAN Phone 452-9211 o Name SAME u< Address E City Phone r 2w Name 6 Address WE City Phone I hereby acknowlege that I have read this application an state that the information is correct and agree to comply with all a icable State of Minnesota Statutes and Of of Egan rdin ces. Signature of Permitee ?C7N/'`/ l i A Building Permit is issued to: BERT Y GOLD 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 Occupancy Zoning (Actual) Const (Allowable) q of Stories Length Depth S.F. Total S.F. Footprints On Site Sewage On Site Well MWCC System City Water PRV Required Booster Pump APPROVALS Planner Council Bldg. Off. Variance OFFICE USE ONLY R-3 FEES 40x8 14x16 Bldg. Permit Surcharge Plan Review SAC. City SAC, MCWCC Water Conn Water Meter Acct. Deposit SAN Permit S/W Surcharge Treatment PI Road Unit Park Dad. Copies TOTAL 207.00 10.00 135.00 352.00 This request v^d 18 monrMs from Ong 063470 ?3.? Request Date J? 30 ? Fire No. Rough R Inspection R u'tl? ?Ready Nuw Will Notify InsPec- (J 1 C/ Ves ?NO or When Ready Licensed Electrical Contractor - I hereby request inspection of above ? Owner electrical work installed at: Street Address, Be. or Route No. /? I 4:a7"`: City E Section O. Township Name or No. Range No. County Occu a IPRINTI Phor = n. 77 Po r Supplier Address EI trical Contractor (COT any Name) ??T??c Contractors License No a- np Addre;;r.{Contractor or Owner Making Instailalmm _ SCG? J3 S C v . Authori S nature (Centre Clor er Making Insr latio 1 Phone Number MINNESOTA STATE BOARD OF ELECTRICITY THIS INSPECTION REQUEST WILL NOT Griggs-Midway Bldg. - Room N-191 BE ACCEPTED BY THE STATE BOARD 1821 University Ave., St. Paul, MN 55106 UNLESS PROPER INSPECTION FEE IS Phone 0121 297.2111 ENCLOSED. REQUEST FOR ELECTRICAL INSPECTION ?. EB-00001-04 ii, See instructions for completi rig .this for. on back of yellow copy. HAM flAM " X" Below Work Covered by This Request Ada &p. Type of Building Appliances Wired Equipment Wired Home Range Temporary Service Duplex Water Heater Lighting Fixtures Apt. Building Dryer Electric Heating Commercial Bldg. Furnace Silo Unloader Industrial Bldg. Air Conditioner &Ilk Milk Tank Farm Iher pu" V Otht;r ISper.ify) trier peci y Other Othnr ompute Inspection Fee Below N Fee Service Entrance Size W Fee Feeders/Subfeeders d Fea Circuits 0 to 200 AMPS )J 61 0 to 30 Amps 0 to 30 Amos Above 200 Ampsi SZ- 31 to 100 Amps 31 to 100 A LY-S Swimming Pool Above 100 Amps Above 100_A in 1s Transformers Irrigation Booms rj0 Partial/Other Fee. Signs Special Inspection r??) I- TOTAL EE -Remarks F t i Rough-in Date I, the Ele\iae? i /j?b Ins, hereby {{f I cer ttify ify that the above Final D"drte r? inspection has been 1 - made. n This reauesl veld to months from i n0 5 2 5 i y0°° Revues) Dete j Fire No, Rough- Inpaection Required (YOU call Inspector when ready) Incpegipn Other Then ough.m ? B win N lH In ect r N d 3/ 3/ 7 y ea ow o sp o y Vas ? NO Dale Ready I ? licensed contractor I&vvner hereby request inspection of above electrical work at: Job Address IStreet. Box or Rowe No.l Shea woc) city Section No. Township Name or No. Range No. County nt (P6T?r - Go Phone No. Power SupPller Address Ef ical Contract r ICOmpany Name) Contractors License No. o?'tevwne,? Mailing A Tess 1COnvamdr 0r Owner Making Installation) bove_ Authorized Sig re 1 ntract Towner aimg installation) 7 ? Phone Number /SL -5Z I 1 MINNESOTA STAT BO RD OF ELECTRICITY THIS INSPECTION REQUEST WILL NOT Griggs-Midway Bldg. - Room 5473 BE ACCEPTED BY THE STATE BOARD 1831 University Ave., St. Paul, MN SS106 UNLESS PROPER INSPECTION FEE IS Phone (618) 644-0600 ENCLOSED. REQUEST FOR ELECTRICAL INSPECTION Qy" ??$ Ee00001-06 (3 ji See instructions for completing this form on back of yellow copy p? 2,?,z 5 _ -X" Below Work Covered by This Request +F° e Add Rep. Type of Building Appliances Wired EquipmenlWired Home Range Temporary Service Duplex Water Heater Electric Heating Apt. Building Dryer Load Management Comm./Industrial Furnace Other (Specify) Farm Air Conditioner other Ispecilyl Contractor's Remarks: Qoorn Crd?r' 'owl Compute Inspection Fee Below: # Other Fee # Service Entrance Size Fee # Circuits/Feeders Fee Swimming Pool 0 to 200 Amps 0 to 100 Amps Transformers Above 200 -Amps A Amps Signs . Inspectors Use Only: ?? TO 7 AL 60 Irrigation Booms Q- 1 / "TO Special Inspection t Alarm/Communication THIS INSTALLATION MAY?RDE EC TED IF NOT Other Fee _ COMPLETED WITHIN 18 QNT S. I, the Electrical Inspector, hereby Rough-in , Oate certify that the above inspection has been made. Final oats OFFICE USE ONLY This request void is months from • CASH RECEIPT • CITY OF EAGAN P. 0. BOX 21-199 EAGAN, MINNESOTA 55121 Ow???RL? D ATE 1 9 ;esweD CA-r`/' FR AMOUNT Is 1' eDOLLARS ge CASH ? CHECK FOR I FUND CODE AMOUNT V IJ? / v l D .-tee l0 ? J Thank You N_ 56085 White-Payers Copy Yellow-Posting Copy Pink-File Copy -o---------------- ? Fri?0ffice'_lJse I City of Eapn j Permit #; 7 I ! v i 40> I Permit Fee: ? 3830 Pilot Knob Road Eagan MN 55122 j Date Received: j w „ I Phone: (651) 675-5675 Fax: (651) 675-5694 i staff: i ----------------- 2008 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 7Aui _K? - - S, Site Address: Cp U/L? SrJ'/ZZ Tenant: Suite #: 67 0- yJ 2 -99 I) Ph r G L RESIDENT / OWNER - one: _ Name: / 2 `/ l Address / City / Zip: IS-go WF,12wooD Applicant is: X Owner -Contractor TYPE OF WORK Description of work: ?Jo ?r??r?LgCesl/LI?i?f Construction Cost:g J D 0, U a Multi-Family Building: (Yes 1 No CONTRACTOR Name: License #: Address: City: State: Zip: Phone: Contact Person: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7672 _ Minnesota Rules 7670 Cateoorv 1 _ Energy Code . Residential Ventilation Category 1 Worksheet New Energy Code Worksheet Category Submitted - Submitted (d submission type) • Energy Envelope Calculations Submitted 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: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Plans and supporting documents that you submit.are considered to.be'public information. Portions of. the information maybe, classified as non•publ/c'if you provide specirlcreasons that would permit the City to 11 - " ' conclude that the 'are traale.secrets. '• 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. .1 /LT J, Go uib x 20l3F Applicant's Printed Name Applicant's Sign ure Page 1 of 3 Z 1985 BUILDING PERMIT APPLICATION - CITY OF EAGAN NOTE: ALL CONTRACTORS MUST BE LICENSED WITH THE CITY OF EAGAN INCLUDE 2 SETS OF PLANS 3 CERTIFICATES OF SURVEY 1 SET OF ENERGY CALCULATIONS To Be Used For: 51='D Valuation: X4',000 Date: A14.20.; IC12_ Site Address: 1'58n -` +Lr IA)QQD &7 . OFFICE USE ONLY Lot: ? Block Sect/Sub I { 10-Erect X Occupancy R 3 Remodel Zoning Parcel 11 Repair Type of Const Q Addition # of Stories Owner TnLt-F.GS/> 1 ?I)I -f )FJ7Sy r IJyL_ Move Length /(o Demolish Depth 4 8 Address L(jJ?n l?lr• Int.Impr. Sq Ft Install City/Zip Code ---------- ---------------- ---- Phone APPROVALS FEES Contractor Address City/Zip Code Phone Arch./Engr. Address City/Zip Code Phone.# Assessments Permit 355, = Water/Sewer Surcharge 3?. = Police _ Plan Review Fire SAC Engr Water Conn Planner Water Meter , ?. ° Council Road Unit 2.60S. Bldg Off 2:A j - STreatment Pl APC Parks Variance Copies TOTAL ?? 2(D x 4C9 - i 1 co x 5¢ = (o 458 4- 4- K v ¢ x 4i ZC, Z.4- bow 57 S 2 x2z ` CITY OF BUILDING DEPARTMENT EXTERIOR ENVELOPE AVERAGE flUn COMPUTATION (To be submitted with building permit application) One or Two Family Dwelling Owner 1) AU11,17115 All Other Site Address Contractor -F0U-0FWN _BUIUD`2-S Date . Phone 454 b4hi 3 LINEAL FEET OF EXPOSED WALL S?,E Inl02K.S{l mil- fte above grade = 1, 193.00 TOTAL EXPOSED WALL AREA SQ. FT. OPAQUE WELL CONSTRUCTIO17s 'lull Value x Area L fluff x SQ. Detail MY =-i °U° x SQ. reference KIM "U" x SQ. from nUn x SQ. attached sheets nuu x SQ* flue x SQ WINDOWS: IOU" Value x Area FT._(lkj,,,;yj. 3_I (U)(A) FT. lz5.6 ' _ (U) (A) FT. /DZ.9Z a U) (A) FT. -= (U)(4) FT. _ (U) (A) FT. (U)(A) Make & Type 1N.S/l. 0 'reUn dB x SQ. FT. RS.??= 42•??/ (U)(A) of of nun x SQ. FT. _ (U)(A) fl of null x sq. FT. _ (U)(A) of ff nun x.SQ. FT. (U)(A) DOORS: nun Value x Area Hake & Type 5764-L -tAl6Ct nun .14 x SQ* n of fluff x SQ* n to fluff x sq. fl of ffUn x SQ. TOTALS Z-79-;5-00 SQ. AVERAGE nUn TOTAL (U)(A) VALUES S,& DIVIDED BY TOTAL WALL AREA 6793.00 D ? AVERAGE IOU" L. 95 r less for 1&2 family dwellings ROOF/CEILINO: TOTAL AREAS FT.= Io-??J (U)(A) FT. _ (U) (A) FT. _ (U) (A) FT. _ (U) (A) NT. / (U) (A) Detail reference nUn x Sq. FT. LPL= (U)(A) from nUn x SQ. FT. (U)(A) attached sheets. nUn x SQ. FT. a U) A) Describe openings IOU" x SQ. FT. _ (U)(A) in roof. nUn x BQ. FT. _ (U)(A) TOTAL (U)(A) VALUES DIVIDED BY I ?iT?LS - N.ft &L-ZLCVY> TOTAL ROOF/CEILING AREA 0z" AVERAGE nUn .025 for ventilated roofs. r ?r 5 --JAM SECTIO -- Determining "U11 values at Roof, Wally Rim, and Cono. Block j1OOMOETLI NC 1.) Interior Air ri.lm 2.) 5/811 (IyR. Bd. 30 Insulation 11./ y.) Exterior Air Film (STILL) R VALUE o.61 .56 44. oo .61 11110 1/Ito WTAL (R)= 45.78 Mul 69) Iuturior Air Film .) ? 10, Oyll, lilt. .) In8111a tion 9.) el Bvcr-Pim- L5/ 10.) , Muould.tu Siding 11.) Exterior Air Film (R) VALUE 0.68 .45 )9.60 2.0¢ .67 .17 uUn a 1/Ra .0¢3 TOTAL (R)=,73.o) EIS! 120 Interior Air Film 13.) I1100ation 14.) 211 Fir Rim Joist 150 xv/Sri' 16.) Mauonito 8lctins 170 Exterior Air Film (R) VALUE o.68 )9.bo 1.88 Z. 04 .67 .17 'still . 1/Rr •0 •?1'J TOTAL, (R)=z?,g! NUIiMIS111 18.) Intorior Air Film 19.) 20.) 21.) 1211 Conorete Block 22.) P61b ?/US1?L 23.) Exterior Air Film (R) VALUE o.68 1.28 $ •00 .17 IIU11 0 1/R= . 07j3 TOTAL (R)= 10.13 ?f OP,?51-4?r X2055 x PQsGP Wg? 9.50X 2htab448f?74) = 5 Co X ab a-ab 4 47 X a?? (o /?. 00 793.00 -)& ?N= -f a6 -#- ? ? 83 06 ?? To?sT -r Z? + 48 + 2rl = /00 - 9Z 83 x C21.1 WINDOWS xS6 = ?. oU X ?/ _ ??. 00 zox3b .= SOD x5 _ ®?S.Ob 7-4x 4? _ ob x ( -. ?. 00 Z4x = g•oD x z' 16• ob ?AX6O 0.03 XZ 8?66? o 3° 6-r u 21500 = r ZI.Od ZS 5e p -4 cc Leon 1 ? lW3.00 gooF 26 xQ8 % l??P>? = CONC. ??0?' toZ.9Z ,M Wt9 b? 323. G? 1)0006 ?f 1 ?- Tollehon'Builders Inc. JACKSON - SURVEYORS REGISTERED UNDER LAWS OF STATE O/ MINNESOTA Scale: 1"x301 J a Denotes Iron 3616 EAST 55th STREET, MINNEAPOLIS,MN 55617 727-3484 i i --. =Drainage _?Dratnage b Utility Basements 7?' 600"D Existing Elev. Surbcpar':; Certificate 0 proposed rag6 IN L NI p \. a o a 7," I Jr 6 f \ i HERESY CERTIFY THAT THE ABOVE IS A TRUE AND CORRECT FLAT OF A aURVEY OF p``V Floor Elev. c,fy ??.ld. ?? Lot 3,Block 1,Brittany 6th. Addition, Dakota County,Minnesota. AS SURv[YSD MY M[ THIS- 0th. DAY OF August . , D 1985 SIGNED / '- F. C. JAC CSON. MINNESOTA. Or. 11660-/ 188-? ,?? ?r 0 Q? lD1'? ?e? f - C o P? No. 3600 1+ 2/84 ##j ? CITY OF EAGAN e1111/ APPLICATION FOR PERMIT SEWER AND/OR WATER CONNECTION (PLEASE PRINT 1) PROPERTY- ADDRESS: 1580 Sherwood Court LEGAL, DES=_T5TICN: Lot 3, Block 1, Brittany 6th Addition (Lot/3iocc/Subctivisicn or Tat Parcel 1.5. NLur. IF E_-IS='_ :G STRU=T=, DATE OF ORIG TAL P.UILD G FLIT _TSS;??;C=: PR`S_' ^`11 ;r,/F: DFCS USA: X}2y_R-i SZ= FP'%JIT V II R-2 DUPLEX (Tti:O UNITS) ? R-3 TC"NLHCUSE (Tf•=n + UNTS) ( UNITS) ? R_a PbA.RT E:N;T/CC` Dc?LTIL:1 ( UNITS) ? CC ^1Er=A ,/RETAIL/OFFICE ? II CUSTRIAZ E) 1NSTITUTIONAL/G0va%_ . 2) APPLICANT (PLEASE PRINT) NAME: TOLLEFSON BUILDERS INC. ADDRESS: 1655 Norwood Drive CITY, STATE, ZIP: Eagan, MN 55122 PHO%T: 454-6873 3) PLu BE:' (PLEASE PRINT) FOR CITY USE ONLY NAHE: ADDRESS. n M- E RT 7 o• 9 14745 PLUMBERS L LENS • -.3-FJ-'S' c t i v e CITY, STATE, ZIP: ,y • 5 r? Ex PHONE: 423-1144 PLUMBER LICENSE # 1849M g or Record a initra 4) OCCUPANT/CrdN NAI'lE IrLLR?L FRINI) : ADDRESS: CITY, STATE, ZIP: PHONE: 5) INDICATE WHICH PER,4LIT IS BEING REQUFSTM, : 30XCC.,ZIECTION TO CITY SFrkR OXCCNNISCTION TO CITY MATER ? OTHER (PLEASE DESCRIBE) V! 1:rUll?u:.. U::L: ? PTI 7SE HOLD APPROVED PER?,IIT FOR PICT:-UP BY ONE OF ABOVE 74gXPIEASE MAIL APPIRMIED PER!.IIT TO 1, 2, 0, 4 ABOVE (Circle one) 7) SIG:.' .zE:Gt ? ?' '. ?<?a / DATE: October 2, 1985 ? ?a:r-e??e rr r?r.- - -a r ??ss:aa r r ?r:sac?n..a ?e .nf.n:rr?ri r r r??el?aac.. F O R PERMIT °- ISSUED F_ -1 Y U S E O N L Y FEES: $ /0-5-0 $ $? $ $ / S -GC) $ Z,Sc-cvU $ $ j_-2S-o cJ $ WATER PERIIIT (INCLUDE SURCHARGE) WATER METER/COPPERHORN/OUTSIDE READER WATER TAP (INCLUDE CORPORATION STOP) SEWER TA n ACCOUNT DEPOSIT - SED.'ER ACCOUNT DEPOSIT - WATER WAC SAC TRUNK WATER ASSESS.-:ENT TRUNK SEWER ASSESSMENT LATERAL BENEFIT/TRUNK SEWER LATERAL BENEFIT,/TRU K WATER OTHER (? C TOTAL AMOUNT PAID/RECEIPT DOES UTILITY CONNECTION REQUIRE EXCAVATION IN-PUBLIC RIGHT OF WAY? YES IF YES, THEN A "PERMIT FOR WORK WITHIN PUBLIC ROADWAY" MUST BE ISSUED BY THE NO ENGINEERING DIVISION. LIST AS A CONDI- TION. SUBJECT TO THE FOLLOWING CONDITIONS: APPROVED BY: TITLE: DATE: I so fm r?s=iw!lm Em!Ef"§*.r mwRWwMOM Ala 8%4Ww11J@4PM Wi Rw}! fnm wag wkmwlw1m mm 1990 BUILDING PERMIT APPLICATION CITY OF EAGAN SINGLE FAMILY DWELLINGS MULTIPLE DWELLINGS 2 SETS OF PLANS 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL 3 REGISTERED SITE SURVEYS REGISTERED SITE SURVEYS - & STRUCTURAL PLANS 1 SET OF ENERGY CALCULATIONS (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFICATIONS 1 SET OF ENERGY CALCULATIONS 1 SET OF ENERGY CALCS _# OF RENTAL UNITS # OF FOR SALE UNITS PENALTY APPLIES WHEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING DAY OF MONTH IN WHICH REQUEST IS MADE. LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. PROCESSING TIME. SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED. PERM ST SHOW A LI D PLUMBER. Alan 4UL 1 0 RECD N!r p To Be Used For: 320 Tt2 5tD&46e- Valuation: 20y 000 - Date: JUL?rI/U Site Address /6780 SHErzw 0aD CT. Lot 3 Block i Parcel/Sub Bret I TqA& ? "1?,bwxlo,? Owner 1?013,5/2r T GOCZ Address 590 Sh,61eWQ0b C.7` City/Zip Code E/46,941 MV S??/Z Z Phone 171S2- - 92 Contractor 0 Address City/Zip Code Phone ll Arch./Engr. Ni Address City/Zip Code ".one # Occupancy Zoning Actual Const Allowable # of stories Length Depth S.F. Total Footprint S.F COMMERCIAL Bldg. Permit d0 00 Surcharge 10, o,> Plan Review SAC, City SAC, MWCC Water Conn Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment Pl. Road Unit' Park Ded. Copies SUBTOTAL Penalty TOTAL V zloo OFFICE USE ONLY FEES ?/C X 8 l4 xib On site sewage_ On site well _ MWCC System - City water PRV _ Booster Pump APPROVALS Planner Council Bldg. Off. Variance } 3a' s ' I34-x( 41 L (/L-P F- /V6 - y.4CU:4ZCX --' ? b x! y?, bS ? ? ??s` d Li J??uc ?R Z?ocx 1 .. .,era Inc. JACKSON - SURVEYORS REBIBTEREO UNDER LAW$ OF STATE OF MIMNEBOTA - Scala: Vz30' a Denotes Iron 3816 EAST 55th STREET, MINNEAPOLIS, MN 58411 7273484 s Drainage i .Drainage = Utility Basement, 1000 D l<xisting Blev. Surbepor's certMAte 0 Proposed rags -?- , 13 N- ? N - _ 9 26 a ?? y o _ D ?c S. 1c -' I 1 NEARBY CERTIFY THAT THE ABOVE IS A TRUE AND CORRECT FLAT OF A SURVEY OF Or.11660-/ 188-5 * INN 4 ° Floor Blev, / 0 /. C'JI fl'zipl c-Fly Lot 3,Block 1,Brittany 6th. Addition, Dakota County,Knossota. I As SYRVEY[o BY NE THIS 20th. DAY of August •.D. 1985 F. G. i MINNESOTA t / i . I _ No. 9600 1 1 OWNER: CITY OF EAGAN EXTERIOR rrENVELOPE AVERAGE 'U' COMPUTATION S ?r0? SITE ADDRESS: 1520 -'>4E1ZW00D C'T. E,464Al I&W SS/22 CONTRACTOR: ?414 DATE: JULY/6, /J?b PHONE: YS2- V11 Determine working square footage of each: 1. Total exposed wall area ... //SO sq. ft. x .11 = 126, Y 2. Total roof/ceiling area .. 7Y41 sq. ft. x .026 / ?. 3 Total exposed wall area above floor = ?(0 (o y a. Total wall window area ............................ 2 0cl b. Total door area ................................... SO c. Total sliding glass area .......................... d. Total fireplace wall area ......................... - e. Total wall framing area (average 10%) ............. qp f. Total net wall area above floor ................... ,?2. g. Total rim joist area .............................. 4-3 Total exposed foundation area = /p (o h. Total foundation window area ....................... i. Total net foundation area above grade ............. Determine 'U' value of each wall segment: /.vSucgTeo Cukri41.v a. 2U9 x Iu' /U - 20,7 W&.L Ccos67n b. S6 x 'U' c. - x 'U' - d. - x 'u' - - f. S9Z x 'U' ON3 = 2S I/ g. x ' U' Q 3 1 T = h. - x 'U' - - - 3 . ................................................... Total = a2, / If item 113 is the same as or less than item 111, you have met the intent of SBC 6006(c)2. Total exposed roof/ceiling area = 7/ 7 J. Total skylight area ............................... ?-` k. Total roof/ceiling framing area (average 10%) ..... 1. Total net insulated roof/ceiling area .............. 6-7o OVER i Determine 'U' value for each roof/ceiling segment: J. x lul 1 r k. 75' x ' u, 029 = 2, 2-- 1. 6 70 x ' Ut 62 V - 16, 0 4 . ...................................................... Total If total of 114 is the same as or less than A2, you have met the intent of SBC 6006(01. Alternate Building Envelope Design To utilize the total envelope system method, the values established by the sum of Items 113 and 114 shall not be greater than the sum of Items 111 and 112. 1. 126,S + 2. 3. 82,1 + 4. X8.2 X60, 3 2 e SINGLE & DOUBLE FAMILY HOMES 1984 ENERGY CODE REQUIREMENTS On or about March 1, 1984, the following energy code requirements should be calculated and included with a building permit application. 1. Roof - ceiling assemblies - R-38 U = 0.025 Average 2. Exterior walls & rim joists - R-20 U = 0.11 Average 3. Floors over unheated spaces - R-20 U = 0.05 Average 4. Exterior overhangs will be considered as exterior wall. 5. Foundations (all exterior walls) - Minimum of R-5 insulation. 6. All insulated areas must be separated from the heated space by a well-lapped or sealed vapor barrier with a minimum perm rating of 0.1. A 4 mil. polyethlene sheet or equivalent meets this requirement. A Kraft face R-19 type insulation will be accepted in the rim joist areas. Air chute baffles are to be placed in every rafter space. "may ? /TS v tzxc? - 12 b x 3 i 5 X? `,?X3 = IZ y „ /Z /30 - •a r RECEIVED JUL 13 199o State of Minnesota Office of the Board Board of Architecture, 133 7th Street East, 3rd Floor Engineering, Land Surveying St. Paul, Minnesota 55101-2333 and Landscape Architecture Phone: (612) 296.2388 Fax: (612) 297-5310 July 23, 1990 David A. Kirscht, ASLA Mr. Thomas A. Colbert, P.E. Chairman, Hopkins Director of Public Works John F. Svcct,P.E. 3830 Pilot Knob Road Vice Chairman, Hibbing Mechanical Eagan, Minnesota 55122-1897 John R. Madden, P.E. Re: Complaint against Thomas A. Colbert Secretary, St. Anthmi y x 6 7- 3 1311< / ma' "-,VNy /? 4e Civills(ructural Dear Mr. Colbert: M.J. Wiersum Treasurer, Minneapolis Public This is to advise you that the Complaint Committee of the Board of Architecture, Engineering, Land Surveying Thomas A. Vecchi, AIA and Landscape Architecture ("Committee") has completed Past Chairman, Dulu[h its investigation of the above-referenced complaint. Dr. Vernon D. Albertson, P.E. Based on the information submitted to and reviewed Electrical•St.Paul by the Committee and on the investigation conducted John C. Anderson, AIA by the Attorney General, the Committee has dismissed Edina the complaint against you because there has been no violation of Minnesota law. Consequently, no further Elaine M. Fink Public, St. Louis Park action against you will be taken by the Committ ee. Paula E. Hanson Be advised, however, that the Committee reserves the Public, Ham m Lake right to re-open this complaint should i t receive Bernard H. Larson, L.S. additional information tending to show that you have Richfield violated Minnesota law or the rules of the Board of Rudolph W. Monson, P.E., L.S. Architecture, Engineering, Land Surveying or Landscape Dnl°th Architecture. Robert Lee Morgan, AIA Mound Any further questions regarding this matter should be direc ted to Special Assistant Attorney General Louis Gary Paula, P.E. Chemical, North Oaks Hoffman, 1100 Bremer Tower, Seventh Place and Minnesota Street, Saint Paul, Minnesota 55101, telephone (612) E. Jack Umland 296-9418 or to investigator Jill L. Rosenberger at Public, Brooklyn Park the same address, telephone (612) 296-5671. Curtis Wiehle Public, Edina $1 erely, Merlin E. Williams, P.E. Metallurgical, Waseca /?G? Lowell E. Torseth Lowell E. Torseth Executive Secretary Executive Secretary LET:kmh.ng7.kao. cc: Louis Hoffman Special Assistant Attorney General /,5"005- 03d 0 i DAKOTA COUNTY 8500 127TH STREET EAST - HASTINGS, MINNESOTA 55033 190ECZIVED JUN f 4 PARKS DEPARTMENT (612) 437-6608 Ift June 12, 1990 Mr. Thomas A. Colbert, P.E. Director of Public Works 3830 Pilot Knob Road Eagan, MN 55122 Re: Lot 3, Block 1, Brittany 6th Addition Drainage concerns Dear Tom, Thanks for responding to my inquiry regarding a drainage problem as related to me by Mr. Robert Gold. There seems to be many individuals and/or groups recommending solutions to Mr. Gold's problem. The Veterans Administration, Probe Engineering and Mr. Tollefson, the developer, are in favor of constructing a barrier across the back lot lines of lots 2 and 3. The barrier is recommended to hold back 40% of the run-off onto the lots from County Park property. I do not believe there is much run-off from the park property. The two home owners do not want a barrier built. They want a drainage line routed about 200 feet onto County Park property to drain their lots. I am not going to consider allowing any drainage work for these two lots on County Park property unless there is a request to do so from Eagan. We can't use park property as a solution to individual problems. Yours truly, Charles Lowery, DirecY6r Dakota County Parks Department CL/la cc: Louis Breimhurst, Physical Development Director Mike Ring, Assistant County Attorney Robert J. Gold, 1580 Sherwood Court, Eagan, Mn 55122 Bruce Maus, 1586 Sherwood Court, Eagan, Mn 55122 Carl Tollefson, P.O. Box 24419, Apple Valley, Mn 55124 AN EQUAL OPPORTUNITY EMPLOYER city of eegan 3830 PILOT KNOB ROAD THOMAS EGAN EAGAN, MINNESOTA 55122-1897 Mayor PHONE: (612) 454-8100 DAVID K. GUSTAFSON FAX: (612) 454 8363 PAMELA McCREA TIM PAWLENTY THEODORE WACHTER Council Members June li 1990 / THOMAS HEDGES i i n strator City Adm EUGENE VAN OVERBEKE City Clerk MR. LOWELL TORSETH, EXECUTIVE SECRETARY STATE OF MINNESOTA, BOARD OF ARCHITECTURE ENGINEERING, LAND SURVEYING & LANDSCAPE ARCHITECTURE 133 - 7TH ST. E. ST. PAUL, MN. 55101-2333 RE: Lot 3, Block 1, Brittany 6th Addition Professional Conduct Complaint (Robert Gold) Dear Mr. Torseth: Previously, the City received a notice of a complaint you received from the above-referenced individual. On March 2, 1990, I responded to your inquiry providing you with background information. On March 5th, you acknowledged by response and indicated that the complaint committee would be reviewing this issue on March 12th and we would be informed of the final action taken by this committee. Because of the allegations made in this issue, I am very much interested in following the progress of this issue. Therefore, I would appreciate it if you could provide me with a status report at your earliest convenience. Sincerely yours, Thomas A. Colbert, P.E. Director of Public Works TAC/jf THE LONE OAK TREE ...THE SYMBOL Of STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity/Affirmaflve Actlon Employer OF 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122-1897 PHONE: (612) 454-8100 FAX: (612) 454-8363 June 8, 1990 F,1 MR. CHUCK LOWRY, DIRECTOR ?J DAKOTA COUNTY PARKS DEPT. / 8500 - 127TH ST. E. V HASTINGS, MN. 55033 RE: Lot 3, Block 1, Brittany 6th Addition Drainage Concerns Dear Chuck: THOMAS EGAN MWyor DAVID K. GUSTAFSON PAMELA WCREA TIM PAWLENTY THEODORE WACHTER Council Members THOM0.5 HEDGES Cdy Administrator EUGENE VAN OVERBEKE CM Clerk Recently, I received a letter from you requesting information regarding recent correspondence from Mr. Robert Gold, owner of the above-referenced property inquiring of the feasibility for discharging some limited storm water runoff onto park property. The City has been involved in a very lengthy process in dealing with this property owner regarding his drainage problems. Because of the complexity of this issue, it is very difficult to summarize the history. Rather, I am enclosing copies of engineering studies and past correspondence which addresses this issue. I believe that Mr. Gold is contacting you in relationship to pursuing alternative #1 under possible solutions as identified in a memo from our consulting engineer, Tom Angus in his memo dated January 18, 1989 (copy enclosed). I am also forwarding to you a copy of the development grading plan as well as the individual certificate of survey issued with the building permit. Also enclosed is a summary letter to the State Board of Registration summarizing the City's position regarding this issue. If you need additional information or clarification of this issue, please feel free to contact either myself or Mike Foertsch, Assistant City Engineer who has been very heavily involved in dealing with Mr. Gold's problem. Sincerely yours, 0?1 Thomas A. Colb? P.E. Director of Public Works cc: Michael P. Foertsch, Assistant City Engineer TAC/jf THE LONE OAK TREE.. JHE SYMBOL Of STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity/Affirmative Action Employer RECEIVED MAY 2 9 1999 DAKOTA COUNTY PARKS DEPARTMENT 1612) 437-6608 8500127TH STREET EAST - HASTINGS, MINNESOTA 55033 May 25, 1990 Mr. Tom Colbert Public Works Director 3830 Pilot Knob Road Eagan, MN 55122 L D; 3, 4???cK, /3e?7rAa?r roL?, Dear Tom: I have received a written request from Robert Gold to drain water from his property onto Lebanon Hills Regional Park. He lives in the 6th Addition of Brittany Estates. He claims, by letter (copy attached), that some of his flood water comes from the park and that he has tried for four years to resolve the problem with Eagan. I am very reluctant to allow any drainage into the Park without looking at the problem. Is there anything you or your staff can tell me about the situation before I make an on site inspection? Yours ly, Charles Lowery, Director Dakota County Parks Department CLAW Attachment: AN EQUAL OPPORTUNITY EMPLOYER .j i PfFCEIVED "Ay 21 1990 c." rKOTa courtly r'A'KS OU 1580 Sherwood Court Eagan, Minnesota 55122 Xay 18, 1990 Mr. Charles Lowery Dakota County Parks Department 8500 127th Street East Hastings, Minnesota 55033 Dear 'Mr. Lowery: I am the owner of Lot 3, Block 1 Brittany 6th Addition, which borders Lebanon Hills Regional Park. During periods of high rains, the low area surrounding Catch Basin Number 6 floods and introduces water into the lower level of my home. This low area serves as a drainage area for approximately 8.6 acres of surrounding land, some of which is Dakota County Park Land. Intense negotiations with the City of Eagan over the past four years have failed to result in a resolution of this problem. Consequently, I am asking for assistance from the Dakota County Parks Department to protect my home and my neighbor's home from flooding. Specifically, we would like to run a reinforced concrete pipe from the low area of our backyards to a low area within the Lebanon Hills Regional Park. This pipe would start at the low area behind Lot 2 and run for a distance of approx- imately 180 feet on a heading of 1500 true. Both ends of the pipe would terminate in flared end sections surrounded by rip ran. Thank you for your consideration in this matter. I am aware of the unusual nature of my request. T_ am sensitive to the necessity of keeping the park lands as natural as possible, for it is the park lards which attracted me to this area. However, this proposal would have a minimal impact on the park and would solve a serious problem for myself and my neighbor. Sincerely, /-', Robert J. Gold Thomas A. Vecchi, AIA Chairman, Duluth David A. Kirscht. ASLA Vice Chairman. Hopkins John R. Madden. P.E. Secretary, Minneapolis Civipstruclural Elaine M. Fink. Treasurer, SL Louis Park Public Rudolph W. Monson. P.E., LS. Past Chairman. Duluth Dr Vernon D. Albertson. P.E. Electrical, St. Paul John C. Anderson. AIA Edina Michael Ehrlichmann Public, Minneapolis Paula E. Hanson Public, Ham Lake Bernard H. Larson, LS. Richfield Robert Lee Morgan, AIA Mound Gary Paulu, P.E. Chemical, North Oaks Juice Quarve-Peterson Public. Plymouth John F. S,,cel. P.E. Mechanical, Hibbing E. Jack Godard Public, Brooklyn Park M. J. Wiersum Public, Minneapolis Merlin E. Williams. P E. Metallurgical, Waseca State of Minnesota Board of Architecture, Engineering, Land Surveying and Landscape Architecture Mr. Thomas A. Colbert, P.E. Director of Public Works 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 Dear Mr. Colbert: RECEIVED MAR March 5, 1990 7 iS00 Office of the Board 402 Metro Square 121 East 7th Place St. Paul, Minnesota 55101 (612) 296-2388 Gtr 3, 131* 1, 13 047.7-4,vv 6r ?,fa Thank you for your letter of March 2, 1990 covering seven enclosures pertaining to the complaint received by the Board. We hope to complete work on this complaint on March 12 and will inform you of the final action taken by the Committee. If the Committee requires any additional information, we will so advise you. We appreciate your prompt response to our query. LET:kao cc: Complaint Committee Louis Hoffman, Esq. S i n cV I`Ie1A1l??y??,?? L Al E. Torseth Executive Secretary of 3830 PILOT KNOB ROAD THOMAS EGAN EAGAN, MINNESOTA 55122-1897 Mayor PHONE: (612) 4548100 DAVID K. GUSTAFSCNJ FAX: (612) 454-8363 - PAMELA MCCREA TIM PAWIENTY THEODORE WACHTER March 2, 1990 Cwmfl Members THOMAS HEDGES City Administrator EUGENE VAN OVERBEKE City Clerk MR LOWELL TORSETH EXECUTIVE SECRETARY STATE OF MINNESOTA BOARD OF ARCHITECTURE, ENGINEERING, LAND SURVEYING & LANDSCAPE ARCHITECTURE 133 7TH ST E ST PAUL MN 55101-2333 Res sional Conduct d) Dear Mr. Torseth: I am in receipt of your letter of February 12 wherein you brought to my attention a complaint you received regarding alleged misconduct pertaining to the surveying, earth moving and construction of a single-family residence located at the above- referenced property. In particular, you requested a response regarding what provision the city of Eagan has in place to ensure that the developer constructs building sites at the elevations shown on the plans approved by the City Engineer. I felt the best way to respond to your concerns would be to provide you with background information regarding this particular issue as well as explaining the development process in the City of Eagan. The land subdivision and development process in the City of Eagan requires a developer to submit a detailed grading, drainage and erosion control plan for his proposed project. The developer has the option of performing the design and installation of public infrastructure facilities privately to be turned over to the City or petitioning the City to have them installed under an assessable public improvement. In either case, the developer is required to provide the City with a detailed grading and drainage plan showing the proposed house pad and lot elevations from which the necessary utilities are properly designed. This grading and drainage plan is reviewed by the City and subsequently approved for construction. Any deviations to this plan must be reviewed and approved in writing by the City prior to implementation. The developer is obligated to comply with the City approved plans under a contractual development agreement executed by both the developer, landowner and city officials. All terms and conditions of this agreement run with the land and is binding upon the errors, THE LONE OAK TREE ...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity/Affirmative Action Employer Page 2 successors, administrators and assigns of the developer and/or owner. Upon execution of this agreement and the recording of the plat at the county, builders are allowed to apply for building permits while the land development process and installation of public infrAstructure facilities are being completed. Present City code requires that all building permit applications be accompanied by a Certificate of Survey prepared by a registered land surveyor showing the proposed house dimensions, locations and elevations. The City then does a cursory check to ensure that the Certificate of survey generally conforms to the development plan in relationship to house elevations, utility services, etc. The builder is then required to build the structure to the approved plans or submit revisions for further review. Your letter also questioned whether the contractor would be liable for damage sustained by a homeowner who purchased the property that had a structure constructed at a lower elevation than designed. This requires a legal interpretation which I do not feel qualified to respond to. However, one of the attached documents is an opinion submitted by the City's Attorney regarding the specific situation of the above-referenced property. The following background documents are submitted for your information and review: 1. A copy of the grading/drainage and storm sewer plan that was prepared by the developer's engineer (Meadowwood, Inc., William R. Dolan, P.E.). This grading and drainage plan acknowledges a low point being picked up by the storm sewer system in the southwest corner of the subject parcel. It also shows the potential of a temporary detention ponding basin and the dedication of the appropriate ponding and drainage easement. This also shows the garage floor slab elevation approximately 1.0' above street grade and the rear yard elevation of the house corners being the same as the front indicating a full 9' basement with no above-ground exposure. The unauthorized final walk-out elevation chosen by the homeowner and/or his builder was subsequently approximately 4.0' lower than this City approved plan. 2. A Certificate of Survey prepared by a registered land surveyor (F.C. Jackson RLS) submitted with the building permit application. Although the elevations indicated are not based on the same datum as the City approved grading and drainage plan, it shows the garage elevation still being approximately 1' above street grade and does not indicate any change to the approved development plan or a lower exposed elevation in the rear yard area. Page 3 3. A letter dated July 25, 1983, from myself to the developer's engineer reaffirming the requirement to conform to the City approved grading and drainage plan and notifying them that any proposed deviations must receive prior written approval from the City before being implemented. The City does not have any record of any such request being submitted nor approved. 4. Memo dated January 18, 1989, from the City's consulting engineer indicating their analysis of the overall subdrainage district and storm sewer system providing four alternative solutions and a recommendation for correction of the problem experienced by Mr. Gold. 5. Memo from the City's consulting engineer dated February 7, 1989, providing additional information resulting from additional evaluation in response to Mr. Gold's specific request. 6. A letter from the City of Eagan dated March 9, 1989, to Mr. Gold forwarding to him the attached copy of the City Attorney's opinion dated February 27, 1989, regarding liability. 7. A letter to Mr. Gold from the City Administrator dated June 1, 1989, summarizing the city's position and expressing a willingness to pursue the issue of one of the alternative solutions if Mr. Gold is willing to incur future costs.. These attachments do not represent all of the information compiled regarding this particular issue. Please be assured that the City of Eagan has given serious consideration to Mr. Gold's concern and have expended, many hours and dollars in trying to provide alternatives. However, recent budgetary constraints preclude us from pursuing this matter in further detail due to the City's position that we feel the remaining responsibility should be borne by the homeowner, builder and/or developer or any combination thereof. If you would like to discuss this issue in further detail or would like additional information, please feel free to contact me for a prompt response. sincere cc: omas A. Colbert, P.E Director of Public Works TAC/jj Mike Foertsch, Assistant City Engineer Enclosures RECEIVED FE B 1 3 10 State of Minnesota Board of Architecture, Engineering, Land Surveying and Landscape Architecture Thomas A. Vecchi, AIA Mr. Thomas A. Colbert, P.E. Chairman, Duluth Director of Public Works David A. Kirschl, ASLA City of Eagan Vice Chairman, Hopkins Post Office Box 21199 John R. Madden, P.E. Eagan, Minnesota 55121 Secretary, Minneapolis cvil/Structural Dear. Mr. Colbert: Office of the Board 133 7th Street East St. Paul, Minnesota 55101-2333 (612) 296-2388 February 12, 1990 Elaine M. Fink Treasurer, St. Louis Park The Board has received a complaint alleging misconduct Public on the part of a number of individuals in the surveying, Rudolph W. Monson, P.E., L.s. earth moving and contruction of a home located at Lot 3, Past Chairman, Duluth Block 1, Brittany 6th Addition in Eagan. It appears Dr. Vernon D. Albertson, P.E. from engineering reports available from Probe Engineering Electrical, St. Paul Company and City Engineer, Bonestroo, Rosene and Anderlik that the residence was built three to four feet lower John C. Anderson, AlA than was originally designed by the design engineer, Edina William R. Dolan, P.E. Paula E. Hanson Public, Ham Lake I am aware that most municipalities have ordinances that Bernard H. Larson, L.S. deal with certain requirements that developers must Richfield follow. Yet I find numerous cases where situations Robert Lee Morgan, AIA exist throughout the metropolitan area where homes have Mound water damage because they were built at an elevation lower than originally designed. Please give me your Gary Paulu,P.E. Chemical, North Oaks best response to the following question; what provision does the City of Eagan have to ensure that the developer Julee Quarve-Peterson constructs building sites at the elevations shown on the Public, Plymouth plans that you as the City Engineer approve for con- John F. Sweet, P.E. struction? If it is shown that the contractor erred in Mechanical, Hibbing setting a lower elevation than designed, would the con- E. Jack Umland tractor necessarily be liable for damage sustained by Public, Brooklyn Park the homeowner who purchased that property? This is assuming water damage due to low placement of the M.J. Wiersum Public, Minneapolis dwelling. Merlin Williams, P'E' If you have any questions concerning my intent asking Metallurgical, Wazeca for this information, please call me at 296-2388. Lowell E. Torseth Executive Secretary Sin ere l y , O A X?j ?j, / /? WL{/?' f ma Lowell E. Torseth Executive Secretary LET:kao cc: Complaint Committee Louis Hoffman, Esq. OF 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122-1897 PHONE: (612) 454-8100 FAX: (612) 454-8363 August 29, 1989 MR ROBERT J GOLD 1580 SHERWOOD CT EAGAN MN 55122 Re: Lot 3, Block 1, Brittany 6th Addition Dear Mr. Gold: MC ELLISON MOM THOMAS EGAN DAVID K GUSTAFSON PAMELA MCCREA THEODORE WACHTER Council Members THOMAS HEDGES Cily AtlmnBUator EUGENE VAN OVERBEKE city aeM1 I am in receipt of your letter dated August 8 providing additional information for analysis on your drainage concerns. Due to present scheduling and budgetary constraints, I am not able to provide a definitive response to your issues at this time. However, please be assured that we will review this additional information and provide a response in the not to distant future. Your patience in waiting for our comments will be appreciated. Sincerely, Thomas A. Colbert, P.E. Director of Public Works TAC/jj cc: Mike Foertsch, Assistant City Engineer THE LONE OAK TREE.. .THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity/Affirmative Action Employer V a I RECElVEd AUG 9 F W9 / o - I5Da5-030 -O! 1580 Sherwood Court Eagan, Minnesota 55122 August 8, 1989 Mr. Thomas Colbert, Professional Engineer City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55121 Certified Mails P 999 448 424 Dear Mr. Colbert: Concerning Bonestroo & Associates report of January 18, 1989 and amended February 7, 1989, I would like to bring to your attention a possible shortcoming of that study. Catch Basin 102A and 102B drain Sherwood Way from Sheffield Lane to Wellington Way. This ponding area is identified as area f and was assigned an area of .88 acres. Even if it is assumed that Catch Basin 102A drains the north side of Sherwood Way between Sheffield Lane and Wellington Way and Catch Basin 102B drains the south side of Sherwood Way from Sherwood Court to Windsor Court, it is obvious that the drainage area is greater that .88 acres. An option not explored in the Bonestroo Report would be to run a separate line from Catch Basin 102A and 102B to Pond LP-5. This would allow the water from Sherwood Court to empty into Pond LP-5 at a greater rate. The reasoning behind this is as follows: 1). CB-102A and 102E are NEENAH R-3067 with 1.9 sq. ft. opening. 2). 129' of 181, R.C.P. at a slope of 8.190% can discharge about 30 c.f.s. 3). Assuming a water depth of 1.5 feet over grate, an area of grate 1.9 sq. ft. open area, the discharge through each grate is 10.2 cu. ft. per sec. By eliminati&n 20.4 c.f.s. from the system, Sherwood Court would discharge at a faster rate to LP-5. A 60' wide con- struction easement between Lot 7 and 8 Brittany Third Addition exists to LP-5. Another option might be to install slotted vane drain systems(NEENAH R-3599) with a separate line to Pond LP-5. 2. Please let me know your thoughts on this matter. If you need any further information, please do not hesitite to contact me at 452-9211. Thank you. Sincerely, J?J( ?. AV/ Robert J. Gold of 3830 PILOT KNOB ROAD. P.O. BOX 21199 EAGAN. MINNESOTA 55121 PHONE: (612) 454-8100 June 1, 1989 ROBERT J GOLD 1580 SHERWOOD COURT EAGAN MN 55122 Re: Lot 3. Block 1, Brittany 6tb addition Drainage Complaint Dear Mr. Gold: VAC ELLISON Mayor THOMAS EGAN D MD K. GUSTAFSON PAMELA MCCREA THEODORE WACHTER coundl MemDan THOMAS HEDGES Cny Atlmi Wmtor EUGENE VAN OVERBEKE City Owk On March 9, you forwarded a letter to my attention requesting an explanation of your drainage situation in light of statements containdd within the Comprehensive Storm Sewer Plan for the City of Eagan. As I responded on March 23, I have requested the Department of Community Development and the Engineering Division of the Public Works Department to again review your situation and collect the background information necessary to provide you with a response. As you are aware, the City has spent a considerable amount of time and dollars through our consulting engineering and legal firms. Your reference to specific statements within the 1984 Comprehensive Storm Sewer Plan accurately reflects its content. In reviewing the information pertaining to this situation from early 1983, the City identified the specific drainage situation and required adequate grading and drainage plans to be submitted by the developer to insure that this development complied with the intent of our Comprehensive Plan. The developer's final approved development plans and the City's storm utility plans properly identified and provided for anticipated drainage within City standards. Your reference to the City's Storm Sewer Plan, Policy #2, is specifically related to storm water ponds identified by the report. As you are aware, the final construction of your house and your neighbors' did not conform to the final approved development plan; thereby creating the drainage problem you are presently experiencing. There is an inherent requirement for private parties to comply with and conform to City standards that is clearly identified in the approved development/grading plan and Comprehensive Storm Sewer Plan. THE LONE OAK TREE ...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY LETTER TO MR GOLD JUNE 1, 1989 PAGE TWO Several options with cost estimates have been provided to you by the Engineering Division. The City will be willing to assist you in pursuing any of the identified options or those yet to be determined as soon as an agreement has been reached as to reimbursing the City for any and all costs associated with pursuing this issue further. If you have further questions regarding a permanent resolution, feel free to contact Mr. Mike Foertsch, Assistant City Engineer. Sind Thomas L. Hedges City Administrator cc: Thomas A. Colbert, Director of Public Works Dale C. Runkle, Director of Community Development Parcel File TLH/kf OF 3830 PILOT KNOB ROAD. P.O. BOX 21199 VAC ELLISON EAGAN. MINNESOTA 55121 ^'? PHONE: (612) 454-8100 THOMAS EGAN DAVID K. GUSTAFSON PAMELA MCCREA THEODORE WACHIER C.e fl Members THOMAS HEDGES March 23; 1989 CITY A?ebhhobi EUGENE VAN OVERBEKE City Clerk ROBERT J GOLD 1580 SHERWOOD COURT EAGAN MN 55122 Dear Mr. Gold: Your letter dated March 9, 1989, was given to both the Department of Community Development and Public Works/Engineering for review and response. Though I am familiar with our comprehensive storm sewer plan you referenced in your letter, I have asked my staff to review the specifics of the plan and how it relates to your home. As soon as I receive a response, I will forward the same to your attention. Sorry for the initial delay; I was out of town the week your letter was received. Sincerely, Thomas L. Hedges 4 City Administrator cc: Tom Colbert, Director of Public Works Dale Runkle, Director of Community Development TLH/kf THE LONE OAK TREE ...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY l r MEMO TO: DIRECTOR OF PUBLIC WORKS COLBERT C/O MIKE FOERTSCH, ASST CITY ENGINEER DALE RUNKLE, DIRECTOR OF COMMUNITY DEVELOPMENT FROM: CITY ADMINISTRATOR HEDGES DATE: MARCH 23, 1989 SUBJECT: ROBERT GOLD PROPERTY AT 1580 SHERWOOD COURT I would ask that you each review the attached letter, meet and prepare a response to Mr. Gold for my signature. I have sent a letter to Mr. Gold acknowledging that your departments will be reviewing the building permit issue. City Administrator Attachment TLH/kf e 1f 4% 1580 Sherwood Court Eagan, Minnesota 55122 March 9, 1989 Mr. Thomas Hedges City of Eagan 3830 Pilot Knob Road ;agan, Minnesota 55121 i i near Mr. lledgest on August 26, 1985, building permit number 10862 was issued Lo construct a single family dwelling at 1580 Sherwood Court and a Certificate of occupancy was issued in December, 1985. on March 5, 1985, the Eagan City Council adopted the Compre- hensive Storm Sewer Plan. Page 63 of this document statesi -]Lots with walkout basements should be care- fully examined so that they are not constructed near the lowest areas or below pond high water levels and become susceptible to flooding during peak storms. Site grading and drainage plans will show the required site grading to eliminate side and back yard drainage problems. Verification of compliance with the grading plans should be noted by the inspectmr during construction.' Policy No. 2 Appendix E states "Overflow drainage routes shall be provided at all locations. An overflow drainage route shall be constructed in a manner that will accommodate a 100 year storm and will prevent structural damage as a result of runoff from a 100 year storm." (page E-1) After reviewing the Bonestroo Engineering report, it is obvious that neither of these provisions (adopted 6 months prior to the construction of the house at 1580 Sherwood Court) were complied with, Could you please explain why this situation occurred? Thank you. Sincerely, n Robert J. Gold /0¢ I& - / J 3830 PILOT KNOB ROAD. PA. BOX 21199 EAGAN. MINNESOTA 55121 PHONE: (612) 454-8100 March 9, 1989 MR BOB GOLD 1580 SHERWOOD COURT EAGAN MN 55122 Re: Storm Drainage Complaint Lot 3, Block 1, Brittany 6th Addition Dear Mr. Gold: Attached is a copy of addressing the City's notice from the City A of various permits "in the City". The City's the attached letter. VIC ELLISON Maya THOMAS EGAN DAVID K GWAFSON PAMELA MCCREA THEODORE WACHPM Cd Members THOMAS HEDGES CBy AtrmhhaWr EUGENE VAN OVERBEKE aty Clerk a letter from the City Attorney's office response to your complaint. You will ttorney's opinion that the City's issuance itself does not create any liability for insurance carrier has been sent a copy of Ich erely, ael Fo er ch stant City Engineer MPF/J] Enclosure cc: Gene VanOverbeke, Director of Finance/City Clerk Jerry Bourdon, BRAA Tom Colbert, Director of Public Works Joe Earley, Assistant City Attorney THE LONE OAK ME...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY I McMENOMY & SEVERSON EDWARD H. McMENOMY LARRY S. SEVERSON` JAMES F. SHI,LIION J. PATRICK WILCOX" TERENCE 1'. UURKIN MICHAEL U. DOUGHERTY REIU J. HANSEN MICHAEL E. MOLENUA.* 'ALSO LICENSAII IN IOWA - ALSO LI('EN51•IU IN WISCONSIN +AISO LRENSEP IN NEBRASKA February 27, 1989 Michael Foertsch Public Works Department City of Eagan 3830 Pilot Knob Road P.O. Box 21199 Eagan, MN 55121 A PROFESSIONAL ASSOCIATION ATTORNEYS AT LAW OrREPLY TO: 73M WEST 147TH STREET P.O. BOX 243n APPLE VALLEY, MINNESOTA 55124 TELEFAX NUMBER 432 3780 (612)4323136 ? REPLY TO: 144W SOUTH ROBERT TRAIL ROSEMOUNT, MINNESOTA MOM (612)4241155 RE: Gold Storm Drainage Problem Our File No.: 206-6640 Dear Mike: PAUL J. STIER PATRICK W. STEWART KEVIN P. CARROLL KENNETH H. HALL SCOTT 1). JOHNSTONt JOSEPH P. EARLEY MARY L. GOLIKE MICHAELC. McCANN OF COUNSEL LEONARD F. BIERNAT JOHN E. VUKELICH Mr. Bob Gold of Lot 3, Block 1, Brittany 6th Addition, has notified the City that his basement, as well as the basement of his neighbor (Lot 2), has been flooding during heavy rainfalls. Both neighbors have walkout basements, Mr. Gold requested that the City of Eagan review the storm drainage system that services the backyard of his and his neighbor's property. Bonestroo Engineering conducted a study of the area and reported their findings in Tom Angus' memo date January 18, 1989. In their study, the engineers discovered that the elevation of the walkout basements for the two homes were several feet lower than the submitted grading plan elevation. As a result, the backyards of Lots 2 and 3 are the low point for all overland drainage from approximately 8.6 acres of surrounding land. This causes flooding during heavy rains. Tom Angus also outlined four possible solutions along with estimates of each option's cost. They are: 1. Enlarge the ponding area at a cost of $10,000.00; 2. Eliminate the walkouts at an undetermined cost; 3. Relandscape the areas at an estimated cost of $5,000.00; and 4. Reconstruct the existing storm sewer at an estimated cost of $33,000.00. 0 I' f MEMO FROM: Tom Angus To: Tom Colbert _ .Mike Foertseh Jerry Bourdon Date: February 7, 1989 Re: Storm Drainage Problem Bob Gold Property Sherwood Court Lot 3, Block 1, Brittany 6th Addition This is a follow up to our recent meeting with Bob Gold. As requested, we checked the elevations of the storm sewer from Mr. Gold's property and revised the outlet grade of the pipe. We also reviewed our storage volume calculations and corrected these due to a minor error that was found. Based on these revisions, we completed a new Hydrocad analysis which is attached. As you will note on the analysis, the HWL has been revised from 940.9 to 941.1. Again, this can be compared to a low house elevation of 943 on the grading plan and the existing house elevations of 939.4 and 939.8. AData 'for BRITTANY 6TA - BOB GOLD, TEA 02/03/88 Page 1 Prepared by Bonestroo, Rosene, Anderlik, And Associates 7 Feb 89 $ydroCAD rev. 9172/88 (c) 1986 Applied Microcomputer Systems O I A AData for BRITTANY 6TH - BOB GOLD, TEA 02/03/88 Prepared by Bonestroo; Rosene, Anderlik, And Associates Page 2 7 Feb 84 1 -> POND 1 X,Y = 4.5 6.5 <1 1> SCS TR-20 METHOD - TYPE II 24-HOUR STORM RAINFALL= 6.0 INCHES SUBCAT AREA WGT'D LEN SLOPE Tc PEAK NUMBER (ACRE) GROUND COVERS (1CN) -- CH (FT) (1) (MIN) (CFS) 1 6.58 100168 - - - 68 - - 16 20.6 SUBCATCHMENT 1 AREAS B, C, D, E, & F PERCENT CN 100 68 AREA= 6.58 ACRES SCS TR-20 METHOD TYPE II 24-HOUR STORM RAINFALL= 6.0 INCHES Tc= 16 MINUTES PEAK= 20.6 CFS @ 12.04 HRS VOLUME= 1.31 AF SUBCRTCHMENT 1 RUNOFF AREAS B, C, D, E, & F 20 RRER= 6.58 AC 14 - CN= 68 15 Tc= 16 MIN 12 SCS TR-20 METHOD v il ia - TYPE II 24-HOUR STORM 9 RAINFALL= 6 IN 0 8 -1 6 PERK= 20.6 CFS LL 5 4 @ 12.09 HRS 3 VOLUME= 1.31 RF r!) W rti m in m ru TIME (hours) AData for BRITTANY 6TH - BOB GOLD, TEA 02/03/88 Prepared by Bonestroo, Rosene, Anderlik, And Associates Page 3 7 Feb 89 SUBCATCHMENT 1 AREAS B, C, D, E, & F HOUR 0.00 RUNOF 10 F PEAK= 20 20.6 30 CFS P 40 12.04 H 50 OURS 60 .70 .80 .90 10.00 .1 .1 .1 .1 .1 .2 .2 .2 .3 .3 11.00 .4 .4 .5 .6 .8 .9 1.3 2.6 5.6 11.9 12.00 20.0 18.7 11.4 7.1 5.0 3.9 3.1 2.6 2.3 2.1 13.00 1.9 1.8 1.7 1.6 1.5 1.5 1.4 1.3 1.3 1.2 14.00 1.1 1.1 1.1 1.0 1.0 1.0 1.0 1.0 .9 .9 15.00 .9 .9 .9 .8 .8 .8 .8 .8 .7 .7 16.00 .7 .7 .7 .7 .7 .6 .6 .6 .6 .6 17.00 .6 .6 .6 .6 .6 .6 .6 .6 .6 .6 18.00 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 19.00 .5 .5 .5 .5 .4 .4 .4 .4 .4 .4 20.00 1 .4 AData for BRITTANY 6TH - BOB GOLD, TEA 02/03/88 Page 4 Prepared by Bonestroo, Rosene, Anderlik, And Associates 7 Feb 89 HydroCAD rev 2122J88 (c) 1986 Applied Microcomputer Systems POND 1 -> X,Y = 4.6 4.5 <1 1> POND ROUTING BY STOR-IND METHOD POND OUTLET SPECIAL START FLOOD PEAK PEAK Qpeak Qpeak Qpeak NO. DEVICES OUTLETS ELEV. ELEV. ELEV. STORAGE ATTEN. LAG OUT (FT) (FT) (FT) (AF) (%) (MIN) (CFS1 1 POND 1 936.2 939.4 941.1 .40 74 21.7 5.3 LOW AREA IN BACK YARDS STARTING ELEV= 936.2 FT FLOOD ELEV= 939.4 FT ELEVATION CUM.STOR STOR-IND METHOD (FT) (AF) PEAK ELEVATION= 941.1 FT 936.2 _ 0.00 PEAK STORAGE = .40 AF 938.3 .01 Qin = 20.6 CFS @ 12.04 ,HRS 939.0 .02 Qout= 5.3 CFS @ 12.40 HRS 940.0 .14 ATTEN= 74 % LAG= 21.7 MIN 941.0 .37 IN/OUT= 1.31 1.31 AF INVERT (FT) OUTLET DEVI CES --- 936.2 12" CULVERT n=.013 L=132' TOTAL DISCH S=.00581 ARGE vs /1 Ke=.5 ELEVATION Cc =.6 Cd=.4 FEET 0.0 1 2 4 5 6 7 8 .9 936.2 0.0 0.0 .1 .2 .4 .6 .9 1.1 1.4 1.6 937.2 1.8 2.0 2.1 2.3 2.4 2.5 2.6 2.8 2.9 3.0 938.2 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.7 3.8 3.9 939.2 4.0 4.1 4.1 4.2 4.3 4.4 4.4 4.5 4.6 4.6 940.2 1 4.7 4.8 4.8 4.9 5.0 5.0 5.1 5.2 5.2 AL5ata.for BRITTANY 6TH - BOB GOLD, TEA 02/03/88 Page 5 Prepared by Bonestroo, Rosene, Anderlik, And Associates 7 Feb 89 gydroC D rev 9?2?f88 (c) 1986 Applied Microcomputer Systems POND 1 DISCHARGE LOW RRER IN BACK YARDS 940.7 940.2 t, 939.7 . 939.2 0 930.7 H F- 938.2 > 937.7 w w 937.2 936.7 936.20 m POND 1 INFLOW & OUTFLOW LOW AREA IN BRCK YARDS 20 18 STOR-IND METHOD 16 PERK ELEV= 941.1 FT PERK STOR= .4 AF w 12 01n= 20.6 CFS v 10 00ut= 5.3 CFS 9 LAG= 21.7 MIN 0 B 7 J 5 3 2 1 (? 0 -N m d' in co R DD 01 0 N TIME (hours) Ln @ If1 m In m 0 m N m ru cu m m v v to DISCHARGE (cfs) AData-for BRITTANY 6TH - BOB GOLD, TEA 02/03/88 Page 6 stroo, Prepared by !one HydroCAD rev 9f?2/88 Rosene, Anderlik, And Associates (c) 1986 Applied Microcomputer Systems 7 Feb 89 POND 1 OUTF LOW AREA LOW PEAK= IN 5 BACK YARDS 3 CFS P 3 40 2 HOURS HOUR 0.00 10 20 30 . 40 . 50 60 70 80 .90 10.00 0.0 0.0 .1 .1 .1 .2 .2 .2 .3 .3 11.00 .4 .4 .5 .6 .7 .9 1.2 2.2 3.6 4.1 12.00 4.6 5.0 5.2 5.3 5.3 5.3 5.2 5.2 5.1 5.1 13.00 5.0 4.9 4.8 4.8 4.7 4.6 4.5 4.3 4.2 4.0 14.00 3.9 3.1 .7 1.1 1.0 1.0 1.0 1.0 .9 .9 15.00 .9 .9 .9 .8 .8 .8 .8 .8 .7 .7 16.00 .7 .7 .7 .7 .7 .6 .6 .6 .6 .6 17.00 .6 .6 .6 .6 .6 .6 .6 .6 .6 .6 18.00 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 19.00 .5 .5 .5 .5 .4 .4 .4 .4 .4 .4 20.00 I .4 .e fe )o6 4 404?1fa ef ex, Bonestroo Rosene Anderlik & Associates Engineers & Architects City of Eagan P.O. Box 21199 Eagan, Minnesota' 55121 Invoice No. A Re: File No. 499004 ?6120 Brittany 6th Addition Storm Drainage --General 0"t G n. t PF v al, A. to h1 iF Mlann W Ta. .or PE D.ninl 1 TIn}.on. PE Rape. W, Rcsnif, PE. R . d W, "I'll PE M I C. ly -h- PC M,,k A Sep PC epb C, A l k PE. D 11 C 0-119 It PE. Ja c, R Mtl n 1 PL Philp J Caswell. PE. R a Ilovf A Le he g. PE. 11111 A. Rounlo 1 PE- Ke t elh P Anderson PE. Mark 0 Willm PE. R'chard E. Tumef PE. Mark A. Hanlon, P.E. "m A. Rachman.. PE Chades A Erkkfnn lames C. Olson. PE. rPtl K Firl<I, P.F.. Mark R. Rulf, PE Leo M. Pawelsky Glenn R. Cook. PE. Michael f Rautmann, PE. Robe. C, Ruse k. A I.A. Harlan M. Olwn Thonws E. Noyes PE- &,tr' R. PfeRede. PE. Thomas E. "m PE. Susan M. Ebedlrs, C PA. Rotred G. Schunlcht. P.E. David 0 WSkota. PE Howard A. Sanford, PE. Malvin L. Smvala, PE. February 1989 For Engineering Services Rendered Meet with Bob Gold and inspect re: drainage problem in Brittany 6th Addition l- l /lv"f c 8? ?6-sue is j/--t!-( ll 7 January 1, 1989 through January 31, 1989 Reg.Engr. 5.5 Hrs. @ $51.00 Inspector 3.0 Hrs. @ $38.00 MI hills due and payable within 30 clays. Interest will be charged at the annual rate of 12% after 60 days. I declare undo Tile penalties of perjury that I am the person makinq the within chin.; that 1 have rlaminrrl sand d.linl :nvl Ihm r1.• wr... I, just :Ind Inu•, Ihat Ibe sr•r vir P( Iherein (ban led were actually rendered and were of the vallre Iheren OlAclod; that file fees lherem charged one offii of and arr such as are allowed by law: and that no pad of said claim has been paid. the effect by (if this verifiration shall be the same is if subscribed and sworn to under nath. $280.50 114.00 394.50 Bonestroo, Rosene, Anderlik & Associates, Inc. Signature of Claimant 2335 West Highway 36 0 St. Paui, Minnesota 55113 • 612-636-4600 4 s MEMO FROM: Tom Angus To: Tom Colbert Mike Foertsch Jerry Bourdon Date: January 18, 1989 Re: Storm Drainage Problem Bob Gold Property Sherwood Court Lot 3, Block 1, Brittany 6th Addition INTRODUCTION Mr. Bob Gold has requested that the City of Eagan review the storm drainage system that services the backyard of his property, Lot 3, Block 1, Brittany 6th Addition. We understand that this request was the result of basement flooding of both his and his neighbor's (Lot 2) walkout basement during heavy rainfalls. Following is a summary of our analysis, findings, and recommendations. We have used the Soil Conservation Service, TR-20 method for determining the runoff hydrographs and the Hydrocad computer program for modeling storm water ponds. We have also created the attached topographic map of the immediate area from field survey measurements. FINDINGS Actual walkout elevations versus elevations on the grading plans for each lot are: Lot Grading Plan Field Survey House Elevation Walkout Elevation 2 943 939.4 3 944 939.8 2. Based on the grading plans and our review of the area, it was determined that the backyards of lots 2 and 3 are the low point for all overland drainage from approximately 8.6 acres of surrounding land. This includes areas that drain to existing downstream storm sewer that are designed for 5 year storms but create a backup during 100 year storms. The low point elevation of the catch basins in Sherwood Court is 940.5. This elevation is 1.1 feet higher than the walkout elevation for the house on lot 2. 4. Based on our topographic map, the following ponding data was determined for the backyard areas of lots 2 and 3. NWL = 936.2 (Invert of Catch.Basin) 100 Year HWL = 940.9 Storage = 0.38 Acre Feet Maximum Outflow = 5.1 Cubic Feet per Second (Flow through 12" when pond is at HWL of 940.9) 5. A low area to the south of lot 4, that is located within Dakota County parkland, will not overflow into the low area of lots 2 and 3 during a 100 year storm. 6. A low area within Lots 4 and 5, Block 1, Brittany 3rd Addition has sufficient storage and outflow to preclude any flooding of surrounding homes. POSSIBLE SOLUTIONS: Following are possible solutions to the problem but an economic comparison of the solutions has not been accomplished. 1. Enlarge the ponding area to provide 0.38 Acre Feet of storage below elevation 939.0. This would require tree removal and excavation both within Dakota County parkland and lots 2 and 3. Chuck Lowry from Dakota County Parks has indicated that he would consider this option only if all other options were not feasible. The estimated construction cost for this option is $10,000. 2. Eliminate the walkouts. We have not estimated the cost for this option. 3. Relandscape the areas around each walkout to prevent water from entering the basements. This would prevent all but a small amount of storm water from entering the area of the walkout. Any water entering this area could only be removed by pumping through existing basement sump pumps or a separate pumping system. The estimated construction cost for this option is $5,000. 4. Reconstruct the existing storm sewer between lots 2 and 3 and construct a second storm sewer line from Sherwood Court to the outfall line from Sherwood Way to Pond LP-5- The additional storm sewer would reduce flooding to a level that would not damage existing homes during a 100 year storm. The estimated construction cost for this option is $33,000. RECOMMENDATIONS: We recommend that either the walkouts be eliminated or the backyards be relandscaped since these solutions appear to be the most economical. MEMO FROM: Tom Angus To: Tom Colbert Jerry Bourdon Date: December 13, 1988 Re: Storm Drainage Problem Bob Gold Property Sherwood Court Lot 3, Block 1, Brittany 6th Addition INTRODUCTION Mr. Bob Gold has requested that the City of Eagan review the storm drainage system that services the backyard of his property, Lot 3, Block 1, Brittany 6th Addition. We understand that this request was the result of basement flooding of both his and his neighbor's (Lot 2) walkout basement during heavy rainfalls. Following is a summary of our analysis, findings, and recommendations. We have used the Soil Conversation Service, TR-20 method for determining the runoff hydrographs and the Hydrocad computer program for modeling storm water ponds. We have also created the attached topographic map of the immediate area from field survey measurements. FINDINGS 1. Actual walkout elevations versus elevations on the grading plans for each lot are: Lot Grading Plan Field Survey House Elevation Walkout Elevation 2 943 939.4 3 944 939.8 Based on the grading plans and our review of the area, it was determined that the backyards of lots 2 and 3 are the low point for all overland drainage from approximately 8.6 acres of surrounding land. This includes areas that drain to existing downstream storm sewer that are designed for 5 year storms but create a backup during 100 year storms. 3. The low point elevation of the catch basins in Sherwood Court is 940.5. This elevation is 1.1 feet higher than the walkout elevation for the house on lot 2. 4. Based on our topographic map, the following ponding data was determined for the backyard areas of lots 2 and 3. NWL = 936.2 (Invert of Catch Basin) 100 Year HWL = 940.9 Storage = 0.38 Acre Feet Maximum Outflow = 5.1 Cubic Feet per Second (Flow through 12" when pond is at HWL of 940.9) 5. A low area to the south of lot 4, that is located within Dakota County parkland, will not overflow into the low area of lots 2 and 3 during a 100 year storm. 6. A low area within Lots 4 and 5, Block 1, Brittany 3rd Addition has sufficient storage and outflow to preclude any flooding of surrounding homes. POSSIBLE SOLUTIONS: Following are possible solutions to the problem but an economic comparison of the solutions has not been accomplished. 1. Enlarge the ponding area to provide 0.38 Acre Feet of storage below elevation 939.0. This would require tree removal and excavation on the lots and within Dakota County parkland. 2. Eliminate the walkouts. 3. Relandscape the areas around each walkout to prevent water from entering the basements. This would prevent all but a small amount of storm water from entering the area of the walkout. Any water entering this area could only be removed by pumping through existing basement sump pumps or a separate pumping system. 4. Connect the low area of lots 4 and 5, Brittany 3rd with the low area of lots 2 and 3, Brittany 6th. This would reduce the HWL level of the ponds to 940.1 but would require construction of a pipe through the backyards of lots 1 and 2, Brittany 6th and lot 5 Brittany 3rd to a maximum depth of 15 feet. It would also require the construction of either additional storage capacity within lots 2 and 3 to reduce the HWL below 939.4 or the relandscaping of the walkouts as indicated in paragraph 3 above to prevent the HWL from entering the walkouts. 5. Reconstruct the existing storm sewer and/or construct a second storm sewer from the backyards of lots 2 and 3 to the outfall from Sherwood Way to Pond LP-5. The additional storm sewer would reduce flooding to acceptable levels. RECOMMENDATIONS: We recommend that either the walkouts be eliminated or the backyards be relandscaped. Either of these solutions would .appear to be the most economical although a cost analysis should be accomplished to verify this.) Rva 3795 PILOT KNOB ROAD. P.O. BOX 21199 BEA BLOMQUIST EAGAN, MINNESOTA 55121 Mayor PHONE: (612) 454-8100 THOMAS EGAN JAMES A. SMITH JERRY THOMAS 1983 July 25 THEODORE WACHTER , Council Members THOMAS HEDGES City Administrator EUGENE VAN OVERBEKE MR WILLIAM DOLON City Clerk MEADWOOD INC 1103 W BURNSVILLE PARKWAY BURNSVILLE MN 55337 Re: Grading/Excavation Permit - Brittany 6th Addition Please be informed that the City Council, at its regular meeting of July 19, 1983, formally approved your application for a grad- ing/excavation permit within the Brittany 6th Addition. However, the issuance of this permit is subject to the incorporation of the revisions to the grading plan as indicated by Mr. Richard Hefti, Assistant City Engineer. Once these revisions have been incorporated, please return three complete sets to Mr. Hefti's attention for review and subsequent approval. Once this has been approved, it will be attached to the formal permit which will then be forwarded to your attention. Please be reminded that no work is authorized until you receive this approved permit from the City of Eagan. Also, please be re- minded that you will be expected to perform all erosion control, restoration and grading in accordance with the approved plan at- tached to the permit. Any deviations from these plans must re- ceive prior written approval from the City of Eagan before being implemented. If you have any questions pertaining to this approved permit, please contact Mr. Richard Hefti at your convenience. Sincerely, Fzt? `V `' )? Thomas A. Colbert, P.E. Director of Public Works TAC/jack THE LONE OAK TREE... THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY /4A.UA &AIVEREA RECEIVED SEP 12 09 1580 Sherwood Court Eagan, Minnesota 55122 September 8, 1988 y6ttlltr Mr. ThomaISA. Colbert Public Works Director City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122 Dear Mr. Colbert: A drainage problem exists in the Brittany Sixth Addition caused by: 1.) Non-compliance with the Brittany Sixth drainage plan and 2.) Inadequate capacity of the pipe from catch basin number six to catch basin number three. It is requested that this problem be reviewed so that some measure of protection from flooding be afforded the residences in this development. Thank you. Sincelely, Robert J. Gold L 77 i 63 1? I 6 44 - cry 40' 67 SNEo daut2-r'?___- ?< I ION 17 31 416 55 1 5z AA ??aA Ea Rl?? 4_- SoODEO Sw.P £_ _..... /QD?/ _'410T-( AW rN + 93? Lor 3 ,g?ocK 1 13 r2 /rT ?vY G Cities Digital Quality Control The following image represents the best available image from the original page. Every effort was made to capture the content from the original page. r -a' ? - -- '+ ` r alb' ? .c . - r # - .c +F • r ' - 1 _ .. 4: Fl .yr h ??'iT•?R ? _ .?? -. ..Md ? \ ems! '!! f.*.II?. '. ?'.(• 15 /' \ e "T ?, cry x 1 'C' K r J / Y J t Y f? r r , 5?y??T' "?srV Rill: a?.C - .-v... a....-T .. ..- ? t'•\ 'i .: I i Iyv4 + ,on Builders Inc. JACKSON - SURVEYORS 'L? !"wraaeD UmM LAMS a STATE OF NINNEeOTA Scale: 1"'301 _r a Denote/ Iron 3615 EAST With STREET, MINNEAPOLIS, MN 51541Y 727•?4S4 - - - Drainage L --Drainage 6 Utility Basements ?,d dtCtWtAtt 3 ono, 0 8xisting Slav. a Proposed raw D I I l NI ?? I 4-7 #.G't ` 1 HRRMY CERTIFY THAT TNR ANaM IS A Taus AND CoaaeCT RAT OF A BURYET OF Or. 11660-/ 188-\ X ?r 4 ° Floor Slav. I I Lot 3,510ck 1,Brittany 6th. Addition. Dakota County,Mianesota. 0wr OF August A. 0.1985 YOth. AS SURYLY[D SY ML THIS- $IDHt ' P. C. JAC CaON. MIMNM/OrA R ? IsTRATION. NO. asoo l i98y RECOMMENDED STORM DRAINAGE POLICIES CITY OF EAGAN APPENDIX E POLICY NO. 1: The design of the storm drainage system shall be based on a 5 year storm for storm sewer and a 100 year storm for ponds. The design storms shall be as defined in the U.S. Weather Bureau's Technical Paper 40 and 49. POLICY NO. 2• Overflow drainage routes shall be provided at all locations. -An overflow drainage route shall be constructed in a manner that will accommodate a 100 year storm and will prevent structural damage as a result of runoff from a 100 year storm. POLICY NO, 3: The highwater levels of the storm water ponding areas shall be based on a 100 year storm. The free board above the established highwater levels shall be a minimum of two (2') feet or 1/2 the 100 year fluctuation in water levels, whichever is greater. POLICY NO. 4• Record Plans shall be provided for each ponding area and shall include as a minimum the following information at each developed area. a) Two foot contour mapping of the ponding area to the freeboard elevation established in Policy 3 or a minimum of four (4') feet above the designated high water level, whichever is greater. b) Finished basement elevations of all structures surrounding the ponding area including a description of the type of basement (standard or walkout). E-1 E-4281c APPENDIX E (CONT'D) r POLICY NO. S: Erosion control plans shall be provided in accordance with criteria established by the Planning Department. As a minimum the plan must include: r a) A map showing the locations where the development intends to install and maintain sediment and erosion control facilities during construction until restoration is completed and established. b) A grading plan showing existing and proposed contours of permanent holding ponds. Existing wetlands should be identified and protected as part of the permanent erosion control plans. POLICY NO. 6: Land for ponding areas shall be provided by requiring that a reasonakle portion of each subdivision shall be dedicated to the public for storm water holding areas or ponds and shall be in conformance with the Storm Drainage Plan for the City of Eagan. The exact amount of land required for dedication to the City for storm ater ponds or holding areas shall be determined by a study completed by the City at the expense of the developer and approved by the City Council. Such study shall consider topography, soil types, characteristics of the development and other engineering considerations and shall provide sufficient capacity to limit runoff to no greater magnitude than that which occurred prior to development. Such areas, if suitable, may, at the City Council's discretion, fulfill the parks and playground dedication requirements. E-4281c E-2 t SUMMARY AND RECOMMENDATIONS /9?l The purpose of this report is to provide the City of Eagan with a Compre- hensive Storm Drainage Plan that will serve as a guide for the expansion of the storm drainage system and update existing drainage system. The proposed storm drainage system for the City of Eagan is shown on Figure 10 at the back of this report. The following items have been revised and updated to form a basis for the storm drainage plan. 1. Subdivision of the City into major drainage districts and subdistricts. 2. Relate storm water runoff to anticipated land usage. 3. General routing of storm sewers and open channels. 4. Design flows and sizing for all proposed facilities based on T.P. 40 and T.P. 49 criteria. 5. Type, tributary area, storage volume and water levels of all required ponding areas. 6. Estimated construction costs of the storm drainage system as shown. 7. Storm drainage policies presented to facilitate in providing an ade- quate storm drainage system. The importance of incorporating ponding areas as recommended in the Com- prehensive Storm Drainage Plan cannot be over emphasized. The ponding areas will provide the necessary storage required to retain high intensity storm water runoff peaks and reduce the possibility of flooding downstream. The storage requirements established for each pond must be maintained to insure that high water levels determined are not exceeded resulting in property dam- E-3910c - 62- age. The discharge flow rates computed for each ponding area must also be maintained to insure the storage volume provided is used and downstream flows are not exceeded which could result in property damage. overland drainage routes should be maintained or provided throughout the City, wherever pos- sible, to minimize flood damage due to rainfall events larger than those used in the design of the storm sewer piping system. Site grading and drainage plans must be required for all developments in the City. These plans will provide the detail necessary to design an adequate lateral storm sewer system and insure drainage of each parcel within the de- velopment. Lots with walkout basements should be carefully examined so that they are not constructed near the lowest areas or below pond high water levels and become susceptible to flooding during peak storms. Site grading and drainage plans will show the required site grading to eliminate side and back- yard drainage problems. Verification of compliance with the grading plans should be noted by the inspector during construction. Pond types, elevations and surface areas of proposed ponds are not in- tended to be rigid and can be adjusted in final design if desirable in devel- opmental stages. The ponds have generally taken advantage of natural depres- sions and require little or no excavation to develop. Many of the ponds normal water levels could be raised to provide a deeper water level and a wet- land with fewer weeds and vegetation. Submerged outlets at the deeper ponds is recommended to prevent floating solids from being transfered from one pond to another which will facilitate a cleanup of an oil spill or other floating material by confining it to only one pond in a series of ponds. The pipe sizes shown may vary due to grades and lateral requirements in the final design. The pipe routes shown should be followed as closely as E-3910c - 63 - practical since they take advantage of existing ravines and lowlands. Major route changes will add to the depth and cost of the storm drainage system. Several ponds are designated as seepage ponds especially in the Dakota County Lebanon Hills Regional Park area. The natural overland drainage routes have been indicated on Figure 10 at the back of this report for these ponds should the design conditions be exceeded. These seepage ponds will remain in undeveloped parkland areas and are not expected to require outlets but may make use of their natural drainage routes should seepage rates decline suffic- iently. A reserve capacity has been provided for from these areas and, if an outlet is required, problems should not develop in the downstream storm drain- age system. The following recommendations are presented for the City Council's consid- eration based upon the data compiled in this report. -64- E-3910c I. The Comprehensive Storm Drainage Plan.as presented herein be adopted by the City of Eagan. 2. Ponding areas be established as shown on Figure 10 and made a part of the storm drainage system with the storage volumes required as pre- sented in Appendix C and encourage additional ponds in new develop- ments. 3. Final highwater levels governing building elevations adjacent to ponding areas and flood plains be established as an area develops or when drainage facilities are constructed for an area. 4. Establish and maintain overflow routes to provide relief during ex- treme storm conditions which exceed design conditions. 5. Establish and maintain a maintenance program to ensure the successful operation of the storm drainage system. 6. The monitoring of water quality by the City or other agency in cooper- ation with the City in certain lakes and ponds be continued to provide long term records of water quality to assist in design improvements where possible. 7. Establish, maintain, and enforce erosion control criteria for new ' developments. 8. The policy of submerged outlets or other outlet controls and siltation i basins be developed and improved where possible to prevent floating or settleable solids from passing through a aeries of ponds. 9. The current program for financing trunk storm sewer construction be continued which provides that all areas of the City pay their share of the cost of the storm water systems and a reasonable share of the cost ' being carried by General Funds. -65 - E-3910c i97,? SUMMARY AND RECOMMENDATIONS This review of the 1972 Trunk Storm Sewer System Report has indicated that a basic trunk storm sewer system with its use of many ponding areas is be- coming well established as the most effective and economical way to provide the control of storm water runoff. It is also considered to be the most effective method to use in maintaining and improving the quality of the storm water being discharged into lakes. The continued development of this system is considered to be the best possible approach to the control of storm water drainage for the City of Eagan. The basic system layout for these facilities in Eagan is shown on the map in the rear of this report. The following basic items have been determined for these facilities: 1. Subdivision of the City into major drainage districts and the major districts into minor watersheds. 2. The general routing and sizing of storm sewer trunks. 3. Design flow required in each of the sections of storm sewer. 4. Placement and size of storm water lift stations. 5. The designation, type, tributary area, storage capacity, high water level and normal water level of required ponding areas. 6. Estimated cost of completing the trunk storm sewer system in each of the major drainage districts and the entire City. The necessity of incorporating the designated ponding areas into the storm water drainage system cannot be over emphasized. These ponds will provide the storage required to retain the high storm water runoff peaks and provide an r I 4o. 0 a V V rear yard drainage can pass to the street as soon as possible. In the few cases where this type of site grading is not feasible, special arrangements should be made to insure that the buildings will not be flooded due to overflow of water from the streets and special permits be required which absolve the City from responsibilities should flooding occur. Based upon the data compiled in this study, it is recommended that: 1. This report be adopted as the current Master Plan for Storm Water Drainage in Eagan. 2. Ponding areas be established as shown and made a part of the Storm Drainage System with storage volumes available as tabulated in Appendix C. 3. Adequate storm drainage facilities and retention basins be required during initial development of all areas of the City. 4. All crossings of Interstate Highway 35E and 494 be placed prior to the roadway base and paving construction and be integrated into the Minnesota Department of Transportation Drainage Plans for their highway system. 5. An agreement be reached between Eagan and each of the bordering municipalities for a fair and equitable cost sharing for storm water disposal problem involving water flowing to or from the munici- pality. 6. High water levels governing building elevations adjacent to, all pond- ing areas be established by engineering study when the area develops and when final design of a particular ponding facility is required. 7. Consideration be given throughout the storm sewer system to estab- lish and maintain overflow routes to provide relief during extreme 42. V1_ n ? storm conditions which exceed the design capacities of the storm sewer system. 8. The policy of monitoring the water quality in certain lakes and ponds be continued to provide records of water quality and to assist the making of improvements where possible. 9. The policy on the construction of siltation basins and the control of erosion during the development phases of the City be reviewed and improved where possible, 10. The current program for financing trunk storm sewer construction be continued which provides that all areas of the City pay their share of the cost of storm water disposal and with a reasonable share of the cost being carried b ' y General Funds where considered necessary, 43. tA4-- /0 /Oct) i a W~ AA~'' W Y¦ i ;j ¦w~ i Q 4~ - 4~ 4 W l~~ X75 _ ~Z . 1103 6VeBurnsvill~ Pkwyo Burnsville, Mno 55337. 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