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3450 Wescott Woodlands A l \I ,erfif cate of CCCUpanc4 = COO of wagan Mepartment of ZuRbinq :indpecNon This Certificate issued pursuant to the requirements of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: U.0 ifiwiun: SF DWG/GAR Bldg. PemmiN. 22050 Owut,-yTyx R-3 M-1 ZmingDis a R-1 Type Const Vn 0,,n, or Building PARAMOUNT HOMES Aedrtss P 0 BOX 24038, APPLE VALLEY MN Buildmg?Addns% 3450 (//WESCOTT HILLS DRw„y t/1LI, B1, THOgRPE WOODLANDS GARDENS X ?A ,,- 4 / ?--a- Daze: V Bwyng olrKw V POST IN A CONSPICUOUS PLACE INSPECTIO CITY OF EAGAN 3J930 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 PERMIT TYPE: Permit Number: Date Issued: SITE ADDRESS: PERMIT SUBTYPE: - j NARAMOUN I WIPE'. IN ( CJ .' ) 4`$ /')00 TYPE OF WORK: N I Il.I INSPECTION TYPE .DATE INSPTR. INSPECTION DATE INSPTR- Nf ARK`2s c k, W VI f;k MAf IIIt:IJ (7AN)t I I'I Ht-1 ?? Permit No. Permit Holder Date Telephone If r UMBING IV 7470 HVAC ELECTRIC f dG /fr yj o? ELECTRIC Inspwtion Date krsp. Cornnrants Footings I •3 of ?S Foundation Framing 2 J APO g?P Roofing /ET1vc ?? - s?05 v'r/sit z4412 3 Rough PIN. Rough Htg. Isul, l? D yAa o? -'7 Nsr - ?? s Fireplace ?!/a 3 Final Hg. Orsat Test Final PIN. PIN. Inspector -Notify Plumber Const. Meter EngrJPlan Bldg. Final t C? Deck Fig. Deck Final Well Pr. Disp. f . 919 At 'I 3//ilS3 AAo, XT 172 7 ? U ?? Reg est Oal Frte Its Roughnin Inspection Reci ? Ready New 49.wlll Nobly Inspector Q(Z7 ! 1 Yes G No When Ready? I VIicensed contractor D owner hereby request inspection of above electrical work at: Job Address (Street Box or Route No.) Q 4j, Z ) City S4, v Section No, Township Name or No. Range No County P Occupant ;PRINT) Phone No Power Supplier Address ?t-c 91 e ga t Ti` z T7AZMIr,lMZ,,rj Electrical Contractor (Company Name) Contractors License No cTR C b Mailing Aodress (Contractor or Owner Making Installation) w i ct e S AVAGIE- a ?s 3T , Aumgnzao Signature ICOmr cm r Making Installation; Phone Number €9a- 63 s2 MINNESOTA STATE BOARD OF ELECTRICITY THIS INSPECTION REQUEST WILL NOT Griggs-Midway Bldg. - Room S-173 BE ACCEPTED BY THE STATE BOARD 1621 University Ave.. St. Paul. MN 55104 UNLESS PROPER INSPECTION FEE IB Phone (612) 642.0800 ENCLOSED /9 I ?? d 17267 REQUEST FOR ELECTRICAL INSPECTION ?3'ee mslrucFors for completing this form on back of yellow copy. "X" Below Work Covered by This Request 6T,•???t EB-00001-08 ew Adtl Rep, Type of Building Appliances Wired Equipment Wired Home Range Temporary Service Duplex Water Heater Electric Heating A . Building Dryer Other (Specify) Comm./Indusinal Furnace Farm Alr Conditioner Other lspecily) Contractors Remarks' Compute Inspection Fee Below. # Other Fee # Service Entrance Size Fee # Circ uitsrFeeders Fee Swimmi ng Pool 0 to 200 Amps 1 C>. 111 A 0 to 100 mps y," (a Translormers Above 200 _ Amps Above 100 -Amps Signs Inspectors Use Only. TOTAL So Irrigation Booms 6 Speaal Inspection _ Alarm/Communication THIS INSTALLATION MAY BE ORDERED DISCONNECTED IF NOT Other Fee COMPLETED WITHIN 18 MONTHS. I, the Electrical Inspector, hereby Rough en ?j Date 119- 3 certify that the above inspection has been made. Finat i oat O OFFICE USE ONLY This request void 1B months from Address 3450 WESCOTT HILLS DR Zip 5512 Lot 11 Blk 1 Sub IRUKYC WUUULAWUJ GAKUt Nb THESE ITEMS WERE / WERE NOT COMPLETE AT THE TIME OF THE FINAL INSPECTION. Date: O 3 Yes No Inspector: t? Final grade (6" from siding) ? Permanent steps (garage) Permanent steps (main entry) Permanent driveway Permanent gas Sod/Seeded grass t/ Trail/curb damage tJ Porch Basement finish Deck Please verify with the builder the removal of roof test caps from the plumbing system and the shut-off of water supply to the outside lawn faucet before freeze potential exists. Contact engineering division at 681-4645 before working in right-of-way or installing underground sprinkler system. White - City Copy Yellow - Resident Copy Pink - Contractor Copy ? • _ ? ?! .. ~ ram OtNIP. Ab M101 SURVEYOR'S CERTIFICATE 'mew ?• .3 j -_S I , low ;0 N Certificate of House Location For: Rachel and Klaus Newman I I ??? / SfALE,- i'= :5ro ? r. - e rn ? O o ? O N lY o z ?i • r? i I I DELMAR H. SCHWANZ LAND SURVEYOR!, INC. R"W~ Un LM aI TM SWO a MlaanM• 11750 SOUTH ROBERT TRAIL - ROSEMOUNT• MINNESOTA $SOSO Et2/423-1789 S89°08'21•E 518.92 MOV?w .0 •. w - ? ' .. ..? a` yV • . .00 `° ?_?' • .20 NMNNNMMN?mw t e? r >t RED MD. ub diENONED at • 5.73 M +? ? ?? -DOING eaft,,,, a Amon 01 . x SV Yom": •s?? F? OF A oi• A? /•?;:'• i • ' 16 4 pp?e? 1116o59/l 1 e I aa/. t .•. ? , 'r •r Description: ii Lot 1, Block 1, THORPE WOODLAND . i • •-? e...• MOONED - - ?. GARDENS- according to the recorded ,Olaf X, 1 e LA6 OO 1A ,'.t••, r}-.?` plat 'thereof, Dakota Count Minn. • '? -? ?? ?"rtF o o ? Also showing the location of a proposed 00 .1 i? OUP, 41 a 11` ? It o V7?? / !. •.?'.•'?46 _I ? ?.` •+!a house staked thereon. Drainage & Utility Easements j - ¦Y? 1 ; or_ 75.00 erl??/! '?A- • =Iron pipe monument or N89°08'21'W C - i>I` 290.00 4f V fop NOW l $ •' J f • I tTeleby Corefy the Oda sumay. plan, or report was `r ?r • DEl prepared by me or under "direct supenlalon and that I am a duly Registered Land Surveyor under = SCE the laws of the State of Mlnn"011. = i _ I g-22 93 . Dated ??9i. /j ••.. V .. ? ? =Set wood hub ti ? Y? j ? ? xP(o? =Existing spot elevation ` •? - = Proposed elevation Off 14 t ?, U:. ?? v ! __ t ??, .`.• _' Proposed garage floor elev. Pi 7Z. i . `R--., ` ; t • - 1A T4 ' Proposed lowest level elev. C5 0 .. O . =srJ?u7,,4r111 Proposed top of block e?f : _ -, 92Z117,11 1 By REACTIVATE _nt? ?n6??? CITY OF EAGAN P.ERMIT•# 1993 BUILDING PERMIT APPLICATION 41411-.13 EP 1 6 1993 681-4675 ------------ SINGLE & MULTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 copy of energy calcs. T COMMERCIAL 2 sets of architectural & structural plans, I set of specifications, 1 copy of energy calcs. Penalty applies: 1) when permit is typed, but not picked up by last working day of month in which request is made, 2) address is changed or 3) lot change is requested once permit is issued. Date q / 2-3 Valuation of work Site Address: 3 Vsd !T/ C/,e_ STREET SUITE Tenant Name: (commercial only) LOT _L BLOCK SUBD. T nD ?L (NOD GNL ?j P.I.D. M Description tion of work: The applicant is: ? Owner ? Contractor ? Other (Describe) Name G(U ac (ac Phone .ZZY- Yy Property TI ST LAST Owner // Address 5_36 -h/, y &e- _ STREET r ?STE M ??dZ - Zip State Li?/! Cit , y Company T G?G'G?w?a?nf Y70mc°s Phone - 0 C.) Contractor D Address 1-?- &Y 25/63 License # 21W Exp. State •"? Zip 55-0;_> V City 4A le A f ?4, Company Phone-32 Architect/ ? m Engineer o ??4 Registration # Name __ ?- ^ Address ?g536 n f "Bock/tUe-_ State A Zip SS6? y City '4W'n1e_ ? O Sewer & water licensed plumber M at/eja - o` Processing time for sewer & water permits is two days once area has been approved. I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. JY ?) L? Y?? ?!re4 YIOLU / Signature of Applicant: U? ??(/YI- OFFICE USE ONLY BUIL DING PERMIT TYPE ? 01 Foundation ? 06 Duplex ? 11 Apt./Lodging ? ??-16 Baf?hentltis'il 02 SF Dwg. ? 07 4-Plex ? 12 Multi. Misc. ? 17 Swim Pool ? 03 SF Addition ? 08 8-Plex ? 13 Garage/Accessory ? 18 Comm./Ind. ? 04 SF Porch ? 09 12-Plex ? 14 Fireplace ? 19 Comm./Ind. Misc. ? 05 SF Misc. ? 10 Multi. Add'l. ? 15 Deck ? 20 Public Facility ? 21 Miscellaneous WORK TYPE 31 New ? 33 Alterations ? 35 Tenant Finish ? 37 Demolish ? 32 Addition ? 34 Repair ? 36 Move GENERAL INFORMATION Const. (Actual) y-N Basement sq. ft. (Allowable) v- N 1st F1. sq. ft. UBC Occupancy 9-3 M-1 2nd F1. sq. ft. Zoning R-1 Sq. Ft. total N of Stories Footprint Sq. ft. Length 6b5P On-site well Depth 36 On-site sewage APPROVALS Planning Building Engineering Variance REQUIRED INSPECTIONS ? Site ? Wallboard ? Footing ? Final Y`<,L YE5 ? Framing ? Draintile MWCC System City Water PRV Required Booster Pump Fire Sprinkler Census Code SAC Code Assessments f ? Insulation ? Fireplace Permit Fee Surcharge Plan Review License MWCC SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Trails Ded. Copies Other Total: valuation: $ (7r717?- Crn?a-G-g! Zfs'/z u ZZ?s roZ?7 I40 USE.: 601 X a 2 X 3,y_ 106 y _ /4X 8= 112 lox S= Sa 2aY2X16'/2= L17n L4 x 6 6 XGx?/z, 8 /610,K S-V Y,7 4 If SAC % SAC Units a W m W W m ? 0?1-0 ? ? 0--t G3'- ? ? sr? 0 0 ELEVATIONS entry, Existing 0 0' ? Sewer service ? C? ? Lot corners 0 C? C1 Top of curb at the driveway p p? ? Elevations of any existing adjacent homes Proposed IY? ? Garage floor CY ? ? First floor d' ? ? Lowest exposed elevation (walkout/window) C}" ? ? Property corners ?-? ? ? Front and rear of home at the foundation PONDING AREAS (if applicable) C3 )d t7 Easement line NWL Cr ? ? HWL ?? ? ? Pond # designation ? &o Emergency Overflow Elevation M 'D ? 2-'? ? ? October 1992 LOT SURVEY CHECKLIST FOR RESIDENTIAL • Registered Land Surveyor signature and company • Building Permit Applicant • Legal description • Address • North arrow and bar scale • House type (rambler, walkout, split w/o, split lookout, etc.) • Directional drainage arrows with slope/gradient %. • Proposed/existing sewer and water services • Street name • Driveway Lot lines Right-of-way and street width (to back of curb) Proposed home dimensions including any proposed decks, overhangs greater than 21, porches, etc. (i.e. all structures requiring permanent footings) Show all easements of record and any City utilities within those easements Setbacks of proposed structure and setback of adjacent existing homes Retaining equire4ments, if any / Date or survey: ? ? DOCUMENT STANDARDS THORFE WOODLAND F; I :.. $! iJ; , h'ii LS .??,lScO F`rS;V.9 AO:J! 'Q.". :'nnnH XJY. `.AmJ ,'ar OJ n.3nn5•. - l :I t] I I •l1 .I? I I I ? I ? I r?y I ? ?'S0.7N I- i OUTLOT A ti r? N 41 S: q££T .m GARDENS Y? r. u.-.wrn .w. rrw.w rw u.w?.wrr_"ur M+w.-_..r WATIOM MA. ^I uaw-nn-.m T ` DELMAR H. SCHWANZ LAND SURVEYORS INC. jam. 14750 Galaxie Ave. Suite 104 Apple Valley, Minnesota 55124 (612) 432-2044 EXTERIOR ENVELOPE AVERAGE "U" COMPUTATION NA r? 2-41N1:'V PLAN NUM13ER Determine wor?ing square footage of each 1. Total exposed wall area...... 250'11 sq.ft. X .11 2. Total roof/ceiling area...... 1b8a sq.ft. X .026 t?3 $? I Total exposed wall area above floor = Z Z? `? a. Total wall window area ................. 221 b. Total door area ........................ (31, b$ c. Total sliding glass door area........... 3g, d. Total fireplace wall area .............. - e. Total wall framing area (average 10%)... 7-1 1, f. Total net -wall area above floor......... I't o'-4 ,1 i''L g. Total rim joist area ................... 11-1 Total exposed foundation area = 10 0 h. Total foundation window area............ - i. Total net foundation area above grade... Determine "U" value of each wall se_gnent a. 221 X "U" 3co = v4;-7 2 b. X Hull 139 = 1 1.35 c. 395 X fluH .52 = 19,-7 d. X Hull .68 = - e. Sl' ,Ok X "U" .096 = 7- 1.$'4 f. I I OL-J,v "Z,, i'U" .043 = G 'Ms g. 1?9 X flue 041 = ?,IS h. - X null .52 = i. I oo X "U" .082 3. TOTA.L ............................. If item #3 is the same as, or less t'..an item #l,-you have met the intent of SBC 6006 (c) 2. -1- Total exposed roof/ceiling area = 1?"26 Total gross roof/ceiling area = L44 J. Total skylight area .................. k. Total roof/ceiling framing area....... (o-°C>.S 1. Total net insulated roof/ceiling area. 1 511?1, Z Determine "U" value for each roof/ceiling segment X nun = k. (a?i X fluff .024 = .fay 1'Z- I. 151?1.Z X "U" .022 = .-3.?2 - ? -Z 4. OTP? ............... ............. ter' If total of #4 is the same as, or less than #2, you have met the intent of S°C C006 (c) 1... To utilize the total envelope system method, the.values established by the sum of items #3 and #4 shall not be greater than the sum of items #1 and #2. 1. + 2. _ 3. + 4. _ Materials Thermal resistance "R" Exterior air........ Siding material...... Sheathing....... Insulation.......... Sheetrock............ Interior air........ Studs ............... Rim ................. Concrete blocks...... -2- / FURNACE SIZE CALCULATION WOR<SHEET SITE ADDRESS ??7,5?r) DATE HEATING CONTRACTOR r `t?ati /l ?(t PHONE GENERAL CONTRACTOR OR OWNER fr'trl/:r??!? ?? 7trcS PHONE CALCULATIONS PREPARED BY `l f/JZ-79aa ?l /71 ?i?LyA? PHONE y?rY- 8 6G/ The basic information below, must be ascertained from the plans for the structure to be built. / ire 1. Sq fee of ! exposed wall area above grade x "U" z % x 90 degrees. 5 7 2. Sq. feet of exposed window area 2 y 7 x "U" Sir x 90 degrees. 2Z Z G, "j 3. Sq. feet of exposed door a rea Z D }? x "U" x 90 degrees. 2QT 4. Sq. feet'.of ceiling area. &( x "U" x 90. _7//0- 2- S. Sq. feet of basement floor area / S S'L x 2 BTU/sq. ft. 3166)-o 6. Sq. feet of basement wall area below grade G x 3 BTU/sq. ft. 7. Lin. ft. of infiltration for windows ?? Z•F x (.5) x (1.085) x 90 degrees. 8. -Lin. ft. of infiltration for doors ZIL x (1.25) x (1.085) x 90 degrees. / 9. Lin. ft. of infiltration for sliding glass doors x (.75) x (1.085) x 90 degrees. 10. Allowance for kitchen and bath fans: r7 - C? kitchen fans @ 600 BTU ea. A bath fans OR 200 BTU ea. 11. Allowance for fireplaces: 1 @ 1,300 BTU ea. 12. Total BTU loss for all above items -7-7 (-.. 13. Add for combustion air (SBC 7722)'(.001) x net loss above; x (12.5) x (.075) x 90 degrees. 14. Add line 12 and line 13. 15. Maximum increase allowable by SBC 6007 is line 14 x 1155. Output size of furnace shall fall between line 14 and line 15. Applicant Signature 3%s G . o 0 /-73 ? o 7 !c ! ?' to -77 S" 5 Z6 / ?l FLOW A ?oT QtocAt ?? 7NofPEW000tA0J6 6AADE 1S INDIVIDUAL SEWAGE TREATMENT SYSTEM WORKSHEET Estimated </.J D (See D-7 or I-3,4,5) or measured DOPACO SJCOUIST 8760•W. 23:, ST. LAKEVILLE, MN 55044 yd 9 - ys5 b gpd ROCK WF.TGHT 0. Cubic yards times 1.4 - tuns gpd N x 1.4 - tons Z.6 x 1.4 - 3 17 tons S PTI ' TANK VQLUMe B. gallons DISTR IRUTION 0;,4 >?? (See C-3 or C-5) / (Check one based on slope) /S°oG To // / J ??oso / s us??? n c , Bed (less than 6% slope) S4TLS (Site evaluation data) " Trenches C. Depth to restrict Oi Eau; r•/<n ing la 7 yer 8 Drop boxes tany slope) 10 feet Distribution box D. Maximum depth of system (level to slightly C - 3 ft - z feet sloping) E. Percolation rate _/F3 MPI F. Soil treatment area /_77 sq ft/gpd (See D-6, B-29) TRENCH BOTTOM AREA H. For trenches with 6 inches of rock below the distribution pipe: A xJ JF =?So x/•3Z = S/ JC sq ft of bottom area I. For trenches with 12 inches of rock below the distribution pipe: A x F x 0.9 =? e x%-, -2- z x 0.8 -2/ sq ft of bottom area J. For trenches with 18 inches of rock below the distribution pipe: A x F x 0.66 = x x 0.66 - _ sq ft of bottom area K. For trenches with 24 inches of rock below the distribution pipe: - A x F x 0.6 = x x 0.6 - _ sq ft of bottom area RED BOTTOM AREA L. For seepage beds: 1.5 x A x F- 1.5 x x - sq ft of bottom area ROCK VOLUME IN CU FT M. Rock depth below distribution pipe plus 0.5 foot times bottom area: /' M - (?+ 0.5 ft) xy? _ p7 cu ft ROCK VOLL'?E IM t YD4 N. Volume in cu ft divided by 27 M . 27 - cu yds '-el' + 27 - sZZ cu yds THIS DESIGN TO BE USED ONLY WITH FINAL APPROVAL OF INSPECTOR. 'rRF:N(-H LENGTH P. Select trench width = 3 ft 0. Divide bottom area by trench width: (H, I, J, or K) + P lineal feet LAWN AREA/iccc?+x?ACn? ,.Z6 D117• ?T R. Select trench spacing, center to center = /,0 fee: S. Multiply trench soaciny by lineal feet R x Q - sq ft of leun a[.'.o ?'dU x D - .ZdO d sq ft LAYOUT (Use other side) 1. Select an appropriate o.•a1a one square 2. Show pertinent proper-' boundaries, right-of-.ay, easements. 3. Show location of house, garage, driveway, and eit other improvements, ?x15*.:^g or proposed. 4. Show location and Layout •f sewage treatment system 5. Show location of water 3uppi: well. 6. Dimension all set backs and separation distances. S' Ab,Z z d? 415'5'-Pr o 3 // .?Z'/- 41 rY9 Legs of Soil 3orines l B-31 Location or Project ? 7nIY-- IV odJA IFd il.t ? -. c,l//?f1'FVe xre I.," Jr, d- A, e, Borings made by ,d. S'a „ % Date /9-r:5 Classification System: AA BO USDA-SCS 'r Unified other Auger used (check two): Band 111?, or Power Flight _, or Bucket other Depth, Boring number _ in Surface elevation feet Depth,) Boring number in Surface elevation feet 0 2 - II.3i•'O-A- >'v 17 1.1 /o0~ 3 - 4 - 5 - /d iiv ?cnd 6 - ?awti t'nnJ 17/ 1 7- 8 End of boring at feet. Standing water table: Rresent at feet of depth, hours after boring. Not present in boring hole 1?1_- `Sottled"soil: Observed at -6? feet of depth. Not present in boring hole Observations and comments: /T aaui /••C wod s..d ?o sT 0 1 - /,f/crc?/yv.n,s sans ?c?.,w Z 3 - S - 6 - 7 - 8 - End of boring at ?3?'- feet. Standing water table: Present at feet of depth, hours after boring. Not present in boring hole. Mottled soil: Observed at feet of depth. Not present in boring hole Observations and ccmments: Legs of Soil Borings -- - - B-31 Location or Project Borings made by , S e Date Unified ; other Classification System: AASiO USDA-SCS -/' Auger used (check two): Hand i1 or Power Flight or Bucket: other Depth, Boring number _ in Surface elevation feet 0 Depth, Boring number _ in Surface elevation feet 0 ??4 G// /Y ?/J9/S 1- 2- I/?au ~ 3 - 4 - 5 f41 17 6l /O4 s%? 6 - 7 8 - 1 - 2 - 3 - 4 - 5 - 6 - 7 - 8 - End of boring at C'? feet. Standing water table: Rresent at feet of depth, hours after boring. Not present in boring hole /r Xottled'soil: Observed at ,feet of depth. Not present in boring hole Observations and comments: End of boring at feet. Standing water table: Present at feet of depth, hours after boring. Not present in boring hole Mottled soil: Observed at feet of depth. Not present in boring hole Observations and ccmments: PERCOLATION TEST DATA SHEET I'crculatum to,I rc :Iklm_. made V-25 0 12 J o on ?'d-`73 vanim_ at ?O: f/3" .nl. 'j 6 Test hole lueatio,` 53 l . Hole number Date hale was I+rrh:,rCd Z• //' Depth of hole bottom -7- ?Linches. Diameter of hole 7 inches Soil data from test hole: Depth. Inches Soil texture Method of.cratchm_ sidewall Sc - /' f 13 , "-j Depth of gavel in bottom of hole inches Dale and hour of innnd water l illim_ Depth ul Initial water lilhn_ ?a inches aho%Q hole houonh Method used to maintain at least 12 inches of water depth in hole liar at least 4 hours / ?7n .S„ -,/7017, \tax imum water depth above hole hottom duri ng nchh Time Time nnen•al. nunmc, Nlcasurenhcmt inches Drop in water keel, inches Percolation rate. -mmutcs pct Inch Remarks _/,0. // j_ 05- .6 T J I 3 7- Percolation rue = ?fl- minutc, per inch. 5?7 d• f 7? 3 ?U c/O Q ._ PERCOLATIO`! T?.ST DATA SHEET 0 ? J'-36 - `11 .Lmin_ :u /6: yr p. m. Pcicol:Uiun tea ieidin_s made M r) Or Test hole localio, Hole number -Z . Date hole w:n pr.parrd ?9- S s Depth of hole homnu 3' A" inches. Diameter of hole 7 inchcs Soil data from tcsf hole: Depth. inches Soil texture /- r Z3'?7 J° z e / ?y J J Nlcthod of scralchin¢ sidewull Depth of -,ra%'el in houom of hole ?2 inehcn Datc' it nd Iwur of in it i:d water lilhn_ ?Depth of initial water filling ern'- inches aho+c hole bottom a Mcthod used to maintain at Icasl 1'_ inches of water depth in hole for at least 4 hours /j ,7-) NIaximum water depth above hole.bottom dun n,: test D inch( Time Time intcnal. nunwcs I Mcasurcment. innccs Drop in weuer leoc, inches Percolation rate. :nmmtns per inch Remarks ?o -? I 1 6 I I ??? 33/ tj ?q // ? i 16 I I - I 7 Percolation rate = minules per inch. PERCOLATION TESTDATA SHEET ?/ - Pl'I'rttlahU? tell rC;Ithn_> nl7lll' hp .d- S;dviis mn I?o -?s7 swning at 11.111. .dn.. Text hole IMcatio.FO,c,7' . Holc number 3 . Dale hole wa, prepared Depth of hole bottun, I /? inches. Diameter of hole ' / incltn Soil data from lem hole: Depth. inches ?L IS - /.S ?S Soil texture Methodofscratehinesidewall 3Gro TG /f ?J/oo Depth of gravel in bottom of hole Z Datc. nd hour of initial water filling 1?-!r9 Depth of initial water filling inches above hole hottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours ???Ta S?is?ati Maximum water depth above hole.bottom during te..i irchl Time Time irnerval. Minutes Measurement. inches Drop in water level,inehes Percolation rate. 'minute, per inch Remarks Z' /?: O 7 U I ? r' b i /: ,7-7 I /y ?D. I Percol:uion ralc = /,12,- tes per utrh. TRENCH CONSTRUCTION DETAILS 4" DIAMETER TRENCH ROCK COVERED WITH PERMEABLE INSPECTION PIPE TO NEXT SYNTHETIC FABRIC OR 4" LAYER OF MARSH HAY OR WELL WITH STRAW COVERED WITH UNTREATED BUILDING CAP INLET DROP BOX PAPER (RED ROSIN) L 0 6=ia?ARTH BACKFILL ° ABOVE TOP OF ROCK 4 ISTRIBUTI N PIP <Y t DEPTH OF CLEAN ROCK o oc <`• /,z 3/4„ TO 2 i/Z" DIA. C? ° ` DROP BOX ZO° °/ TRENCH LENGTH FEET OVERFILL TO ALLOW NOTES: I FOR SETTLING INSPECTION V WELL BACKFILL ROCK 7 ?-Ji ° dc'/n'/OF SOIL ° BACKFILL ° BOTTOM OF TRENCH MUST BE LEVEL. TOP OF TRENCH ROCK MUST BE LEVEL. 2. DISTRIBUTION PIPE SHALL BE INSTALLED LEVEL AND COVERED WITH 2 INCHES OF TRENCH ROCK. ISTR PE SHALL 3. D W TH I112TINCHPOR LARGERB HOLES. ONES OFLTHEC ROWS OF HOLES MUST BE LOCATED ALONG THE BOTTOM OF THE PIPE. IPUST HAVE A BEARING STRENGTH OF AT LEAST IOOO LB/FT. o - ?2" DEPTH OF ° ROCK ABOVE < PIPE ° /.2 OF ` ROCK BELOW PIPE SIDEWALLS HIGH 4 SCARIFY OCK WILL TRENCH BE BOTTOM PLACED AND THE TRENCH AS INORDER TO EXPOSE NATURAL SOIL. REMOVE c LOOSE SOIL BEFORE PLACING ROCK. w Tr c,,ch Coos Sc: CTioP, over Fill ]'or S&17b;,I ii ?d /Zvs k Pep c. a '-io ?' Srru?v 2",+7o cY Po C, It ( y?' DisT. Pip y To 2i /n?? washed ro.l, T*/anr_h W;dDL r /S ? n o l U n 0 7 c. /'1 /17 yin L4 /A or 6 'i of So l ) v .r f? c, r./i M riA/47 ? r o,/- .3 Z/" of i I i I I I I ? I ? ? I 1 I ? I I I I I I I ( , ? s i I i i I ? i I i I I I I I I I II I ? ? i I I ; j i ? i( I I I. I i i I ? I I I I I I I I I I I i i ? I I I ' ' ' ' i ! i I i I ( ? i I 1 I I I I I , I i ? I ? i- I I ' i ? I l i l! 1! I j l 1 i I I ? I I I I j j I i i i ! I I I I II ? I" I I I I ! i I I i I 1 I I ! i I i I ?. e t - aII o/? -- P z 72 J Z __ TTT 'M1 ?j- Jt /o o 3i I PJ w?l / 1 MVi °sd So?' o•( ?/ . / 97-? I. ? ?? hiL? <j I ff ? I ! I I d 1 I io?l I I , y o/ n J , c - r <a >z - I -- - - --- - ? . i s Z? 14, ? _ ! 6 0 00 lvs Lot's o ?= 1- f - SCALE. / ?= So era^..- r -owe ? w y VV_ MOP P'. ?• , ?'. .? a: is% A Possible Grading Plan and Mouse Location on jet 1, Block 1, 3 RPE IttIWLANB G ENS, Dakota County, Minnesota. ?• ?- Existlnq contour fros County tnpo. • Proposed contour. n?L7 Existing spot elevation. 1. Lot -ill have a sell anM nn site sererage syctee. 3. This option shove a retaininq all alt,nq east side of house. A second option would he to clear sort, trees and slope Wck into the hill. Batedt BB-0S-93 Behar R. Schvenr Lend Surveyors Inc. 413-1]69 Fort Rachel and Rlaus Name. I °'""' THORPE WOODLAND &?? I ...__r'rii. h'lL LJ .??VlSc'D r'i/? Aik'J,r r'Q,•? I // I I ?/ I I c a .v ?? IT % I n I D 2 \ 3 L------_-_ 1 •?' h !_ it OUTLOT A I CZDAR =7 X .. rr_ r•. • w?Y •. a 4n?-. ?w rrn?_ •r _ .r N• - u r ., rr .uu wrc GARDENS m _?? Mr ._..? r?•r..... _ rte.. ..._...._.Y .-...r +? w ww M+r. u wi..uWr ?_r ?. ur__• r.r .+.u, r.. _ .uu _rY• r r r.rr _r •r _ •w, • ..?_. ...+....... rte.. Ir.u. rury?r sw? _ ?r r_r, rr. ur. u.. I TIGM YAP AI uaw.nn..m T ` DELMAR H. SCHWANZ LAND SURVEYORS INC. . CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 SITE ADDRESS: PERMIT PERMIT TYPE: Permit Number: Date Issued: 3450 WESCOTT 444- LOT: 1 BLOCK: 1 THORPE WOODLAND GARDENS L???go s BUILDING 022050 09/27/93 DESCRIPTION: Building Permit Type SF DWG Building Work Type NEW UBC Occupancy R-3 M-1 Construction Type V-N j Zoning R-1 Building Length 67 Building Width 36 REMARKS: S & W PLBR - MATTHEW DANIEL PLBG FEE SUMMARY: Base Fee Plan Review Surcharge Lic. Search Fee Subtotal VALUATION $646.50 $420.23 $51.00 $5.00 $1,122.73 $102,000 ROAD UNIT $390.00 Total Fee $1,512.73 CONTRACTOR: - Applicant - ST. LIC. OWNER: PARAMOUNT HOMES INC 14327900 0002291 PARAMOUNT HOMES P 0 BOX 24038 P 0 BOX 24038 APPLE VALLEY MN 55124 APPLE VALLEY MN 55124 (612) 432-7900 (612)432-7900 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Mn. Statutes and City of Eagan Ordinances. I- J APPLICAI T/PERMITEE SIGNATURE ISSUED B : SIGNATURE INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: BUILDING 3830 Pilot Knob Road Permit Number: 0 2 2 0 5 0 Eagan, Minnesota 55123 Date Issued: 09/27/93 (612) 681-4675 SITE ADDRESS: APPLICANT: LOT: 1 BLOCK: 1 3450 WESCOTT HILLS OR PARAMOUNT HOMES ING THORPE WOODLAND GARDENS (612) 432-7900 PERMIT SUBTYPE: TYPE OF WORK: SF DWG NEW INSPECTION TYPE FOOTING .DATE INSPTR. INSPECTION TYPE FRAMING DATE INSPTR. INSULATION FINAL FIREPLACE REMARKS: S & W PLBR - MATTHEW DANIEL PLBG L? PLEASE COMPLETE FOR SINGLE FAMILY DWELLINGS. ALSO, FOR TOWNHOMES AND CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNIT. NEW CONSTRUCTION ADD-ON A/C ADD-ON FURNACE DATE /I z 14 _? HVAC: 0-100 M BTU ADDITIONAL 50 M BTU GAS OUTLETS (MINIMUM 1 @ $3.00 EACH) ADD-ON/REMODEL (EXISTING CONSTRUCTION) STATE SURCHARGE TOTAL SITE OWNER FEES G24 .00 6.00 0 L(9_ b- 15.00 $15.00 .50 1la.,ds 11 zo I I TELEPHONE #: Y 3 Z- 7 1 o f INSTALLER: CEDAR VAI-IL€Y IIEATING & AiR 9601 Jefferson Trail ADDRESS: INVER GROVE HEIGHTS. MN 55077 CITY: STATE: ZIP CODE: TELEPHONE #: ;0'_k& SIG ATURE OF PERMTTTEE 1993 MECHANICAL PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN MN 55122 (612) 6814675 PLEASE COMPLETE FOR SINGLE FAMILY DWELLINGS. ALSO, FOR TOWNHOMES AND CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNIT. NO. FIXTURES EACH TOTAL SHOWER 3.00 3 Z. WATER CLOSET 3.00 6 2- BATH TUB 3.00 G _ - LAVATORY 3.00 KITCHEN SINK 3.00 3 L LAUNDRY TRAY 3.00 3 - HOT TUB/SPA 3.00 WATER HEATER 3.00 3 FLOOR DRAIN 3.00 6 GAS PIPING OUTLET • minimum - > 3.00 3 ROUGH OPENINGS 1.50 G WATER SOFTENER 5.00 PRIVATE DISP. • DatQy. lic. 15.00 U.G. SPRINKLER • home under cont. 3.00 ALTERATIONS • to existing 15.00 WATER TURN AROUND 15.00 STATE SURCHARGE .50 SITE ADDRESS: TOTAL: .3 VS-0 G/E IV r, so OWNER NAME: I ?q r?r ?l Ov h t ?{n to E_ S INST c ADDRESS: `l fi'0 /? czar .? ?, C r CITY: I ?i' t oi^ Z y ?c STATE: ZIP CODE: 3 Z PHONE #: /Z) /3 `/ SIGNATURE OF PERMTPTEE 1993 PLUMBING PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN MN SS122 (612) 681467S PLEASE COMPLETE FOR SINGLE FAMILY DWELLINGS. ALSO, FOR TOWNHOMES AND CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNIT. NO. FIXTURES EACH TOTAL SHOWER 3.00 WATER CLOSET 3.00 BATH TUB 3.00 LAVATORY 3.00 KITCHEN SINK 3.00 LAUNDRY TRAY 3.00 HOT TUBISPA 3.00 WATER HEATER 3.00 FLOOR DRAIN 3.00 GAS PIPING OUTLET • minimum - t 3.00 ROUGH OPENINGS 1.50 WATER SOFTENER 5.00 PRIVATE DISP. • DaLCry. lic. 15.00 U.G. SPRINKLER • home under west. 3.00 ALTERATIONS • to existing 15.00 WATER TURN AROUND 15.00 STATE SURCHARGE .50 TOTAL: !N 2 P e X// SITE ADDRESS: s c-0 OWNER NAME: ?}-- INSTALLER: ADDRESS: b CITY: STATE: ZIP CODE: PHONE #: (6 / 2) 1993 PLUMBING PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN MN SS122 (612) 681467S 12/14 '03 16:34 ID:DL7INA CO-= FAK:6128917031 PAGE 1 liiiSBiSbie388iiSS8e85tl8iiiSSebiSSebbiiSBiiSSSeeSeeeeb8bbib88biiSiBSaeeoeeee a MUNICIPAL NOTICE OF WELL PERMIT APPLICATION n n DAKOTA COUNTY ENVIRONMENTAL MANAGEMENT DEPARTMENT a q WATER AND LAND MANAGEMENT SECTION a a 14955 Galaxis Avenue West, Apple valley, MN 55124 a a Tel (612) 891-7011 Fax (612) 891-7031 a ° n iSSSiiSBSbiSiibBbebb8i88i8bbebi8ibbibii8ea888gbibbigSBbSie&ebeeb6bi8iiiiiiiil iiSBSSSSeiiSiiiiiiSS888biiieee88b8b886iiii8eeeb888b8iii888ii8eieeee8eebee88bC q DATE: December 13, 1993 q q TO: Tom Colbert/Wayne Schwana Fax #: (612) 681-4612 n a q q n q q a FROM: Water and Land Management a U A n RE: Well Permit #: 93-0198 Wall Type: Domestic ° ° Municipality : Eagan Reviewer : Swenson n n a a NOTICE: a a The Water and Land Management Section of the Dakota County Environmental a q Management Department has received the following permit application for 0 a the well described. If you require father review of the application or a n if you have any questions or concerns about it, contact the Environmentala q Specialist listed above or our office at (612) 891-7011. If there is no a a response from your office within 24 HOURS (excluding weekends and n a holidays), we will assume that you have no objections to the issuance of a q the permit. Please note that permit issuance is always conditioned on -n a the permit applicant's observance of and compliance with all applicable u q laws and codes. A copy of the well permit will be forwarded to your a a office when completed. _ n ° a n a a WELL CONTRACTOR INFORMATION: a q Hartmann Well Company q n Application Received: 12/08/93 a q Anticipated.Drillirlg/Sealing Date if known: Time: ° q ? a LOCATION OF WELL: :1 n PLO Coordinates -, NW ', NW NE -, 6ec 34, Town 27 Range 23 n a well Location 3450 Wescott Hills Drive :1 a Property owner Claus Newman n a Well Owner Claus Newman 12 . a PID Number a a a 7 WELL INFORMATION: n 9 Diameter 4 n a Casing depth 180 n I Total depth 185 a i SWL 12o ° I Aquifer Unconsolidated sediments a n IBdddaddddadadddddddaaadaadaaadddaadaddddddaadaaddaaddadaddaadaaaaadaaadC n 1• COMMENTS: 1? , q 1• n laeaaaaasaeaaeaaaaa+?eeaa&beaaeaaaedeaaaaaaAdw6Ada&aaaee6&AdaAAA&d4AAAdI a iiboilSiiee§ii6SieebbSSeeeieEiiiSeeeee88SSSeeeeeeeb8ti8geeeeeSeeeeb8$SYeSSSeeif R-95% 6128917031 .12-15-93 03:31AM P001 #39 Oe? N.. 114: WELL AND WATER SUPPLY MANAGEMENT WELL PERMIT ,KOTA COUNTY ENVIRONMENTAL MANAGEMENT DEPARTMENT WATER AND LAND MANAGEMENT SECTION 14955 GeLtie Avenue, Apple VaU4. MN 55124 Telephone (612) 891-7011 Permit No. 93-0198 WHEREAS, the NON-TRANSFERABLE PERMITTEE/DBA: Hartmann Well Company ISSUED TO: 40174 ADDRESS: 308 E. Main St. REVIEWED BY: DHS New Prague, MN 56071 has submitted a permit' application, has paid the sum of $232.00 dollars to the Couhty'of Dakota as required by ordinance Number 114 and has complied with all of the requirements of said Ordinance necessary for obtaining this permit to construct the Well described herein: A private water supply well will be constructed with a finished. casing diameter of 4 inches,.drilled to a depth of approximately 185 feet, and terminating in an unconsolidated formation aquifer. The well':',shall '. be properly cased, grouted with bentonite slurry (at least '10%-.,4 bentonite) to seal off overlying unconsolidated formations, and completed with at least a four foot screen in the aquifer provided the water quality is acceptable. THE WELL IS LOCATED IN THE MUNICIPALITY OF EAGAN AS FOLLOWS: WELL LOCATION PROPERTY OWNER & ADDRESS WELL OWNER & ADDRESS. 3450 Wescott Hills Claus Newman Claus Newman P.O. Box 24038 P.O. Box 24038 Apple Valley, MN 55124 Apple Valley, MN 55124 NOW, THEREFORE, Hartmann Well Company is hereby permitted and authorized to construct the well described and located above for a period of one year from the date of this permit. Construction of this well is subject to all provisions of Dakota County Ordinance 114, the Minnesota Water Well Construction Code and any conditions attached on the reverse side of this permit. Given under my hand Friday, December 10, 1993 AOC,*44,?_ ATTE E IR ENTAL SUPERVISOR ENVIRONMENT MANAGEMENT DIRECTOR 12/W V 16:34 ID:DAKDTA CO-WSC FAX:6128917031 PAGE 1 :ee@deeeeeeeeeeeeeeeeeeeeAeeeeeeAeee@?&gee?eeeeeeeeeeeee?ee?Aee?sa?geeeoeeee MUNICIPAL NOTICE OF WELL PERMIT APPLICATION n DAKOTA COUNTY ENVIRONMENTAL MANAGEMENT DEPARTMENT tt WATER AND LAND MANAGEMENT SECTION a 14955 Galaxie Avenue West, Apple Valley, MN 55124 tt Tel (612) 891-7011 Fax (612) 891-7031 d n 0e0eeedeee&Seeeeeee8&eeeeeeeee?BeAA?eAeeeeeeeA?e?eeeeeeeeeeeee6§?9§6?@9@@@Y ee?deeeeeAa6a6oSeaaaeeeedeeeeee§?e§bee?eeeee8&&e?8§A&eAeeeeeeeeeeeee?eeeA?£ DATE: December 13, 1993 n TO: Tom Colbert/Wayne Schwana Fax (612) 681-4612 n a n a FROM: Water and Land Management a Q RE: Well Permit 93-0398 Well Type: Domestic n Municipality Eagan Reviewer : Swenson n n d NOTICE: n The Water and Land Management Section of the Dakota County Environmental u Management Department has received the following permit application for a the well described. If you require Hither review of the application or n if you have any questions or concerns about it, contact the Environmenta lm Specialist listed above or our office at (612) 891-7011. If there is no n response from your office within 24 HOURS (excluding weekends and a holidays), we will assume that you have no objections to the issuance of a the permit. Please note that permit issuance is always conditioned on a the permit applicant's observance of and compliance with all applicable n laws and codes. A copy of the well permit will be forwarded to your a office when completed. n tt tt WELL CONTRACTOR INFORMATION: a Hartmann Well Company 13 Application Received: 12/08/93 n Anticipated.Drilling/Sealing Date if known: Time. a LOCATION OF WELL: u u PLS Coordinates ", NW ", NW -, NE ', Sec 34, Town 27 , Range 23 11 Well Location 3450 Wescott Hills Drive 7- . Aaa) u P. Property Owner Claus Newman 11 Well Owner Claus Newman n PID Number a WELL INFORMATION: n n Diameter 4 n Casing depth 18D n Total depth 185 n SWL 120 c1 Aquifer unconsolidated sediments 0 a?a?g?aa???a?aa?a?aaa?aaaaaaaa?aaaasaa asaaaaa?a ?aaaaaaa??a??aaaaaaaao 0 a COMMENTS: n ' n • n • ??a?aaaaa????aa&??a?aaaa?a?aaaa?aaaaaaaaaa?aa?aaaaa?asaaaeaaaaa?aaaaa?l n n aeeee@eeeti??A?LeeeBeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeseeeeeeeeeedeeeeeeeee a: R=95% 6126917031 12-15-93 03:31AM P001 #39 TO FROM DATE: SUBJECT: city of eagan NIENIO DOUG REID, CHIEF BUILDING OFFICIAL GENE OVERBEKE, FINANCE DIRECTOR CRAIG JENSEN, FIRE CHIEF ARNIE ERHART, SUPERINTENDENT OF STREETS KEN VRAA, DIRECTOR OF PARKS &RECREATION PATRICK GEAGAN, POLICE CHIEF MARILYN WUCHERPFENNIG, PLANNING AIDE JAN SEVERSON, SECRETARY, COMMUNITY DEVELOPMENT DIANE DOWNS, UTILITY BILLLVG CLERK RUSS MATTHYS, CITY ENGINEER NOVEMBER 4, 1998 PROPERTIES AFFECTED BY THE NAME CHANGE OF WESCOTT HILLS DRIVE TO WESCOTT WOODLANDS Only the following properties will now have an address of Wescott Woodlands. Not all properties on Wescott Hills Drive are affected by this name change. 10-76200-010-00 10-76200-010-01 0LC 10-76200-020-01 Rachel & Claus Thorpe Newman ?- Mary L. Thorpe 3450 Wescott Woodlands 3460 Wescott Woodlands 10-83700-038-03 Donald E. and Carol M. Hesse 3536 Wescott Woodlands 10-83700-036-03 Dwight & Lynn K. Vinge 3544 Wescott Woodlands 10-01400-020-02 Mary Mother of Mercy Shelter 3430 Wescott Woodlands I0-83623-010-01 Fredrick Wessel 3590 Wescott Woodlands 10-83700-021-03 Bryce Thorpe 3460 Wescott Woodlands (? o sY 2005 RESIDENTIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Please complete for modifications to existing residential dwellings. Date / ? / O 1 Site Street Address (i,5 ? -tt (moo c+ ??µ Unit # ( ) Property Owner ??? ?? c /VvIF ?? Telephone # Contractor ,\ir _b P? bi k of . Telephone # (6ri) fi63-9Y3% Address _?/?Q-3/? _ T City State/?'W_ Zip ?_"WZY The Applicant is: _ Owner Contractor -Other Alterations to existing dwelling $ 50.00 Add plumbing fixtures. This fee includes putting in a water softener and/or water heater at the same time. If vou are installing only a water softener and/or water heater, do not complete this section. Move to the next section and check the appliance(s) you are installing. -Septic System Abandonment ((fit ` y r ?2 i S YI of QbC+ /tCte St {°fi c c S?m o 0 water Turnaround (add $125.00 if a 5/8" meter is required) b U,c ire r? N r S Other: M a hah?o?a,c Water Softener Water Heater $ 15.00 - new replacement Lawn Irrigation _RPZ _PVB -new -repair -rebuild $ 30.00 State Surcharge $ .50 Total .?? I hereby apply for a Residential Plumbing Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the plumbing codes; that I understand this is not a permit, but only an application for a permit, work is not to start without a permit and work will be in accord nce with the approved plan in the event a plan is required to be reviewed and approved. Applic nt's Printed Name pplic Signature Permit #: W / 0 Receipt Date: CITY OF EAGAN 2005 SEWER AND WATER CONNECTION AND AVAILABILITY CHARGES EXISTING a i' .. 4.. , PROPERTY Address Property Owner Telephone# S i --? S S Plumber 5 q u bRr ?? m h t 11 C/ Date of Inquiry Contact Name Sewer 4" Sewer Service Lateral charge @ $ .70/ff Trunk @ S1,085lco ctior City SAC MCES SAC Receipt # a Septic abandonment Permit Fee State Surcharge ON-Y Nb_ PRV required /`/o_ City 1/4 Cow,ty R-O-W Permit Water $ 651.00 1" Water Service $ 727.00 Lateral charge @ $26.95 Trunk @ S 1,130/connection 100.00 Water supply & storage 1.009.00 1,450.00 Receipt # , D 50.00 Treatment plant 612.00 Permit Fee 50.00 50.00 State Surcharge 50 .50 Plumbing pLrrmt required water meter to be acquired with plbg perrait Total $ I I Total S Sewer and Water 4" Sewer Service Ss-GS'1 00' 1" Water Service - o? ?Q Sewer lateral charge @ $26.70/ff Pa l b GiS 4r?? Y I Water lateral charge @ S26.95/ff ? I/?t I S C?/ Sewer trunk @ $1,085/connection ? r (?k \ a Water trunk @ $1,130/connection ? ll?A / City SAC 100.00 MCES SAC 1.450.00 t S L Receipt # Date Water supply & storage 1,009.00 Receipt # Date U Treatment plant 612.00 Septic abandonment 50.00 Permit Fee 100.00 State Surcharge .50 Total 55al S PLunbing permit required Water meter to be acquired with pl'og permit cc: Carolyn Krech, Finance Department RECEIVED 5' ?? DiauJin? FOR: A+ jl"wI/ ,y2Y SITE: e MAY 2 U 2005 EAGAN ENGINEERING DEPARTMENT BY: JERRY SA UBER MPCA# 925 #3:17 Office (651) 463-7434 Home (651) 463-2597 ?gdiS u'VfwanN - fL 66611IMP SELECTION PROCEDURE A. Determine pump capacity: Gravity Distribution 1. Minimum suggested is 600 gallons per hour (10 gpm) to stay ahead of water use rate. 2. Maximum suggested for delivery to a drop box of a home system is 2,700 gallons per hour (45 gpm) to prevent build-up of pressure in drop box. Pressure Dis ibuti 3. a. Select um erofperforatedlaterals_ b. Select p f ration spacing = ft. c. Subtract ft. from the rock layer length. P?k e „ - ft.=_ft. d. Dete mine th umber of spaces between perforations. Le th perf.sp cing=_ft.+ ft.=-spaces e. spaces+ = perforations/lateral f. ultiply perforations per lateral by number of laterals to get total number of perforations. 57.-,7, x -F. = _ perforations. g wf. X aT,-d 9Pm. SELECTED PUMP CAPACITY, gpm B. Determine head requirements: 1. Elevation difference between pump and point of rge. -.20 feet f L5? r' 2. If pumping to a pressure distribution system, add five feet for pressure required at manifold feet 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. Read friction loss in feet per 100 feet from table. F.L. = t73 ft./100 ft of pipe b. Determine total pipe length from pump to discharge point. Add 25 percent to pipe length for fitting loss, or use a fitting loss chart. Equivalent pipe' length - 1.25 timesppipe length = a41 x 1.25 = 3 ry feet c. Calculate total friction loss by multiplying friction loss in ft/100 it by equivalent pipe length. Total friction loss = 0 3 x I-fO +100 = 3 feet 4. Total head required is the sum of elevation difference, special head requirements, and total friction loss. + + (1) (2) (3c) TOTALHEAD ?73 feet C. Pump selection 1. A pump must be selected to deliver at least a2 a gpin (Step A) with at least 28 feet of total head (Step B). END PERFORATION OF A PERFORATED LATERAL orm. cow yr of C.oiuub Faqir for Iwmr.r oI mr o + w....o a ?ooe cee.ri " D,111.a uor ?,.?IOU, ao eye win Cop -'rl-Ai [.uu iz' m [ua• lil oI n,11 Long tuns Lumtra ai of Lo L,W TABLE OF PERFORATION DISCH ARG6S IN CPM Head Perforation diameter (inches) /n '7. 1.03 0.56 0 74 1.5 0.69 0.90 2.Ob 0.80 1.67 2.5 0.89 1.17 3.0 0.98 1.28 4.0 1.13 1.47 5.0 1.26 1.65 3Use 1.0 foot of head for residential systems. bUse 2.0 feet of head for other establishments Pipe Length Point of Discharge Elevation Difference T Pump 1 F-18b 1.5 inch 2.0 i 3.0 inch SPm Fannin lea Per 100 rI or pipe 10 0.69 0.20 12 0.96 0.28 14 1.28 0.38 )6 1.63 0.48 18 2.03 0.60 20 2.47 0.73 0.11 25 3.73 1.11 0.16 30 5.23 1.55 0.23 35 7.90 2.06 0.30 40 11.07 2.64 0.39 45 14.73 3.28 0.48 50 3.99 0.58 55 4.76 0.70 60 5.60 0.82 J L 7 3 H II / ,? v ?v AI • SLw?'L ?pti ?? Di I+S4 °P ?e.CNil?,M?N? JERRY SAUBER, M.P.C.A. LIC. t,-'295, #317 SAUBER PLUMBING & HEATING CO. 100 THIRD STREET A FARMINGTON, MN 55024 PH: (651) 463-7434 I "?'RTM HM. # 463-2597 *0, SCALE DATE DONE: r I - O SIGNATURE: ?• Wsyce E ?VV, V _ V V\ f Y GI ?? rl?,?'?? frog o i g?pr 4lJS?C' ?#'4 SKHS Series Submersible High Sewage Ejector Available Horsepower: 1/2, 111-1/212 XR17* Head NOTE! To the installer: Please make sure you provide this manual to the owner of the pumping equipment or to the responsible party who maintains the system. Installation and Service Manual S(GWS5-0 /?, ,- I'F1J?O HYDROMATICe Pentair Pump Group Thank you for purchasing your HYDROMATIC pump. To help ensure years of trouble-free operation. please read the following manual carefully. Before Operation: Reasonable care and safe methods should be practiced. Check local codes and requirements before installation. Attention: This manual contains important information for the safe use of this product. Read this manual completely before using this product and refer to it often for continued safe product use. DO NOT THROW AWAY OR LOSE THIS MANUAL. Keep it in a safe place so that you may refer to it often. WARNING: Before handling these pumps and controls, always disconnect the power first. Do not smoke or use sparkable electrical devices or flames in a septic (gaseous) or possible septic sump. To reduce risk of electrical shock: 1. Risk of Electrical Shock: This pump has not been investigated for use in swimming pool areas. 2. Risk of Electrical Shock: Connect only to a properly grounded receptacle. Septic tank to be vented in accordance with local plumbing codes. Do not smoke or use sparkable electrical devices or flame in a septic (gaseous) or possible septic sump. If septic sump conditions exist and if entry into sump is necessary, then (1) provide proper safety precautions per OSHA requirements and (2) do not enter sump until these precautions are strictly adhered to. Do not install pump in location classified as hazardous per N.E.C., ANSI/NFPA 70 - 1999. Failure to heed above cautions could result in injury or death. These important instructions must be followed for satisfactory performance of your pump. Before installation, check your local electrical and plumbing codes. 1. Provide proper pit on sewage tank. Run time minimum is two minutes. For maximum pump life three minutes is recommended. 2. Make sure sump is free of string, cloth, nails, gravel, etc. before installing pump. I 3. Do not set pump directly on the bottom of sump if it is not solid. Raise the pump by placing bricks or concrete blocks underneath it. 4. Use steel or plastic pipe for all connecting lines between pump and sewer outlet. Note: Some city regulations do not allow installing a pump with plastic pipe. Check local regulations. 5. In applications where the pump may sit idle for months at a time, it is recommended that the pump(s) be cycled every month to ensure the pumping system is working properly when needed. 6. A HYDROMATIC check valve should be installed in discharge pipe. 7. An audible alarm system for high water conditions should be installed in every pump for maximum protection. Contact your HYDROMATIC distributor for proper control panel. NOTE: Wire pump(s) and panel to comply with local and state codes. 8. Use pump partially or completely submerged for pumping waterlike liquids (temperature to 140°F). The SKHS Series will pump solid materials up to 2" (spherical) in diameter. This pump has not been investigated for use in swimming pool areas. 9. CAUTION: Do not pump flammable liquids. Strong chemicals or salt water should not be pumped without consulting your HYDROMATIC distributor for proper seals and coatings. Ak, Duplex SKHS Series Read the following instructions carefully before replacing any parts. Reasonable care and safe methods should be practiced. Check local codes and requirements before installation. Only competent electrician should make the installations. Before removing the pump from its installation for repairs, check first to see if the trouble is caused by: I. Miswiring of the pump into the terminal block. 2. Miswiring of the float level controls into the panel. 3. Miswiring inside the control panel. 4. Tripped circuit breaker. If the breaker is manually reset and then trips off again, the problem could be: a. short circuit in motor or control panel b. water in the motor housing c. insufficient amp capacity of wiring or breakers, or low voltage supply d. improper panel wiring 5. Tripped overload. If overload is manually reset and then trips off again, the problem could be: a. pump or piping clogged b. pump motor or bearings may be defective c. start capacitor in motor may have failed d. pump may be miswired to terminal block head lower than rating, pumping too much liquid ,AD 6. Air locked pump. Disconnect piping at union and run until all air bubbles are expelled. 7. Wrong impeller rotation. Rotation should be counter clockwise when looking at the impeller. Correct improper rotation on three phase pumps by reversing any two line leads. No rotation check is necessary on single phase pumps. 8. Closed discharge gate valve. 9. Plugged impeller or pipeline. IO.Discharge head may be too high. Check elevation against design point of pump. 80 70 II.Floats not hanging free in the sump. 12. Malfunctioning floats. WARNING: Be certain power to pump is off! Disconnect pump power cord from terminals and remove pump from sump. I. Clean any dirt or trash from the outside of the pump before dismantling. 2. Check for an obstruction in the impeller by looking through the suction hole of the pump. The shaft should turn freely if unobstructed. Keep fingers, clothing or any 60 t- W W 050 Q W ON V S 40 Z 30 H Ct 20 10 0- 0 32 64 96 128 160 192 CAPACITY-U.S. G.P.M. 4 material from suc,ion inlet. Serious injury may occur if pump is connected to power source. 3. Obtain an ohmmeter to test for burned or broken wires or for defective stator winding. Set ohmmeter scale pointer to RX 1 scale and check the meter by putting both meter leads together and adjusting the needle knob until the meter reads zero. If the meter cannot be adjusted to zero, the batteries need to be replaced. For three phase pumps, attach one meter lead to the white cord wire of the power cord and the other meter lead to the black cord wire. This reading should equal the resistance of one phase (see winding resistance chart). Repeat the above procedure for white and red wires and red and black wires. Each of the three separate readings should read approximately the same. If no resistance is obtainable for any of the three phases, either a wire is broken, there is a bad connection, or the winding is defective. Skip steps 5 and 8 if resistance is OK. Disconnect from power supply. Remove plug (#24) from top of motor housing and pour oil into container, preferably clear, so that oil can be observed. If oil is clear, it will indicate motor is not burned and there has been no water leak into the motor. If oil is cloudy, it will indicate water in motor, or, if oil is black, it will indicate a burned stator. 2. After draining oil, carefully remove the hex head cap screws f#5) from the motor housing (#3). Carefully lift off the motor housing (#3), exposing the capacitor (10 only) and the motor assembly. 3. On single phase (one phase) units, check capacitor using ohmmeter. With ohmmeter scale set at R X 1000, attach meter leads to capacitor. The meter needle should go to zero and come back slowly. If it does not, the capacitor should be replaced. 4. Disconnect power cord leads and unscrew the green ground lead from top of motor. 5. On three phase units, carefully loosen the power cord assembly (#I) from the motor housing (#3). With power cord loose, remove the four wire nuts and screws (#2) and carefully lift off the motor housing (#3) and the motor assembly. 6. Unscrew wire nuts (#2) and remove the power cord (#1) from the pump. Using the spade terminals coming from the motor (#4) check the winding resistance with an ohmmeter. 7. Attach one meter lead to the motor terminal TI and the other meter lead to motor terminal T4. See Winding Resistance Chart for appropriate resistance reading. If no resistance is obtainable for either the start or main winding, either there is a bad connection or the winding is defective. 8. For three phase pumps, remove hex head cap screws (#5) fiom the motor housing (#3) and lift up until all wire nut connections (#2) are outside the motor housing (#3). Unscrew wire nuts and remove the motor housing (#3) from the pump. 9. Twist the three power leads of one end of the power cord together. Then at the other end, with an ohmmeter, check any two leads. Also check the third lead with either of the first two. If a zero reading is indicated for any wire, the wire is broken and a new power cord assembly must be ordered. 10. Set ohmmeter scale pointer to R X IOOK scale. Connect one meter lead to one lead of the stator and touch the other meter lead to the motor housing (#14). If the resistance to ground is less than 500,000 ohms, there is moisture in the winding or leakage through stator insulation. The stator must be dried out and then rechecked on the ohmmeter. If the resistance is still less than 500,000 ohms after drying, the 5 _1P 1. stator must be replaced. A zero reading indicates a direct short, and the stator will have to be replaced. II.It' the winding is grounded, remove the pipe plug (#24) in the top of the pump and drain the oil into a glass container. A milky appearance to the oil will indicate that water has entered through worn or damaged seals or 0-rings. If this is the case, the mechanical seals and all O-rings will have to be replaced. If no apparent moisture is seen, the stator must be checked with a high pot tester. Using it voltage of 1500 volts for 115 volt motors and 2000 volts for 230 volt motors. touch one probe to the white lead and the other probe to the stator laminations for only one second. Buzzing will indicate arcing is occurring at a breakdown of insulation or a small amount of moisture is present. The stator will then have to be dried out or replaced. The high pot test is very destructive, so each time the same stator is checked, the voltage should be lowered about 250 volts. If not, you may cause the stator to short by breaking down the insulation. CAUTION: Due to the high voltage, use extreme care when using the high pot tester. A dangerous shock can be avoided with careful handling of the test probes. 12.Repeat step 3, this time attaching the meter leads to the stator wires. If it zero reading is obtained, the winding is defective and the stator must be replaced. 6 13.Unscrew the hex head cap screws (#16) and remove the volute (#11). 14.Remove the impeller (#16) on single phase pumps by first holding the rotor shaft with a screwdriver and then tapping the impeller off the shaft carefully with a plastic or rubber hammer. Note that threads are right-hand. If pump is three phase, remove the impeller washer (#14) and impeller screw (#15) before unscrewing the impeller as above. 15.The impeller should spin free. The impeller holds the rotation carbon ring of the lower mechanical seal (#7) against the stationary ceramic seat by compressing a stainless steel spring. 16.Remove the-flat head machine screws (#13) from the clamp ring (#12) and lift the adapter housing (#6) from the bearing seal plate (#20). 17.Remove the four hex head bolts from motor shell and lift the motor (#4) from the seal plate (#20). A screwdriver can be inserted under the stator shell in order to remove the stator. 18. Bump the end of the shaft with it plastic hammer. This will push the rotor and shaft and also push the lower bearing from the seal plate (#20). Now remove the shaft, rotor, and bearing assembly (#A4) from the ceramic seat and rubber sleeve of seal (#7) from the seal plate (#20). 19. If water was found in the oil, the mechanical seal (#7) must be replaced. 20.Turn the bearing by hand; if it feels rough when turned or looks rusted, it should be replaced. Obtain a bearing puller to remove the bearing. If a puller cannot be placed over the bearing, remove the outer race by cracking in a vise. Now the outer race and balls can be removed, allowing the inner race to be pulled. Reassembly: 1. Thoroughly clean the seal plate (#20), particularly the seal and bearing pockets. All sand and dirt must be removed. 2. If the seal (#2) was removed as in step 14, coat the replacement seal with O-ring lube and use a plastic pusher to press it into the seal plate (#20). Make sure the rubber ring goes in first. Do not use any sharp objects that may damage the seal. 3. Push the shaft, rotor and ball bearing assembly into the seal plate (#20), being careful not to chip the ceramic of the stationary seal half. Make sure the rubber ring goes in first. I' I 4. Replace the motor (#4) if it is visibly burned or if the ground resistance test (step 3) or the winding resistance test has failed. Replace the four motor bolts. 5. Remove the old O-ring (#19), regardless of condition, and replace. Place the new O-ring over the seal plate (#20) shoulder. 6. Clean the adapter housing (#6) thoroughly, then position it onto the seal plate (#20). Coat the rubber ring on the rotating seal half with O-ring tube and press the seal onto the shaft with the rubber ring facing the impeller. 7. Clamp ring (#12) over the bearing/seal plate (#20) and use the flat head machine screws (#13) to fasten down. CAUTION: Mixing old and new seal parts will cause immediate seal failure. When replacing seal, use a complete new seal only. Place seal spring and washer seat over motor shaft and the impeller on the shaft. On three phase pumps, replace pin impeller washer (#14) and screw (#15). Tom impeller (#16). It should turn freely with no drag. 9. Set the seal housing and adapter housing assembly onto the volute case (11) and secure with three hex head screws (18). 10.Reach in the eye of the volute (11) and turn impeller (16) again. It should turn freely with no drag. 11.If necessary to replace the power cord assembly (1) refer to the wiring diagrams in this manual. Secure wires together with wire nuts (#2) only. 12.First slip the power lead wires through the holes in the motor housing (#3) assembly. Coal the cord grip threads with pipe dope or apply teFlon tape and screw the new power cord assembly (#I) into the motor housing (#3). Tighten clown the knurled nut with either pliers or a pipe wrench. Place the ground screw through the terminal of the green ground wire and tighten into the top of the motor housing (#4). Referring to wiring diagrams in this manual, secure wires together with wire nuts (#2). Do not tape leads together as the hot oil will deteriorate the tape and cause motor failure. Secure motor housing (0) to adapter (#6) by using four hex head screws (#5). 13.13efore filling the motor housing with oil, an air test should be performed. Apply 7 to 8 pounds of air pressure in the 1/4" NPT tap (#24) on the top of the motor housing. (Note: Too much pressure will damage the seal.) Then submerge the pump in water and check for leaks. If a leak occurs, isolate where it is coming from and correct the problem by replacing the sealing part. If there are no leaks, till the motor and seal housing with high grade transformer oil to at least one inch below top of housing. Do not fill the motor housing completely; allow air space for expansion. Replace oil plugs (24). 14.Connect power cord wires to terminals, connect power, and check pump running. Motor should run smoothly and be free of vibration. Replace pump back into pit. 7 V?Ao 6 SKHS50 WINDING RESISTANCE (HART to 230V 3e 200V 3e 230Y L 460Y 3e 575Y Sian Winding Run Winding Total Ar y One Phan, Any One Phan Any One one Airy Dne Phau SKHS50 LEM 2.50 11.42 4.74 4.74 1899 21.9 W \G 7A3RAMS us . zm , xox oa: +.c r w .,uF ..... rIF•- wrf?F?? e e fj u Q...' ' ZN3 I Ref. No. Desaiptlm Part No. Oty. Ref. No. Desaiptim Pon No. DRY. I POWER CORD ASSY. 11644076511154/IPH.-t0'1 1 13 SCREW RAT HEAD 00984-005.1 3 1 POWER(ORD ASSY. 11644-077-5 111 5V/IPH:30') 1 14 IMPELLER WASHER 05570002.1(ALL 3PH.) I 1 POWER (ORD ASSY. 11644078-5 (208.130V I PH: ZOI I is SCREW FIAT HEAD 01130011-1 (ALL 3PHT I I POWER (ORD ASSY 11644.079.5 (208230V 1 P11 301 1 16 IMPELLER 047810062 I I POWER (ORD ASSY 11644 OEM (ALL 3PH: 20'1 1 It SHIM.010 THIC 00628-004-1 2 1 POWER CORD MY. 11644-081-5 CALL 3PH.30'1 1 18 SCREW HH( 00101013-I 3 2 CONNECTOR SORE 00073 001 1 (AIL 3 PH.) 4 19 O-RING 00077-0081 2 3 MOTOR HOUSING 00056-0132(1 PH.) 1 20 BEARING/SEAL PLATE 066460002 1 3 MOTOR HOUSING 00056022-113 PH.) 1 21 FLOAT SWITCH ASSY 13503-001.1 (1 15V IPH) 1 4 STATOR 14648-000.1 III SV IPH.) 1 21 FLOAT SWITCH ASST 12604-0005(208/23OV IPH.) 1 4 STATOR 14646001.1 (230V IPH 1 1 22 SCREW MACH. RD. HD. 0003D002.1 (1ISV IPH.) 1 4 STATOR 14646002-1 (208/230/460V 3PH.) 1 23 HANDLE ASST 000 MIT 5 1 4 STATOR 14648003.1 (575Y 3PH.) 1 24 PIPE PLUG 14077-000.1 1 4 STATOR 14640-004.1(208Y ]PH.) 1 25 HAMEPLATEAPH. 13425404.1 (ALL I PH.) I 4A ROTORAHAR/BRG 14651-000-5 (ITSY IPH ) 1 25 NAMEREATE3PH. 13425-0001 (ALL 3PH.) 1 4A ROTOR/SHAFT/BRG 14651.001.51115/23DV IPH I 1 26 Oil 05617-0001 0.7 4A ROTOR/SHAPI/BRG 14651.002.5 (208/230/460/575V 3PH.) 1 27 DRIVE SCREW 04580-001.1 2 7 SEAL-TYPE 21 01556000-1 1 28 (PG-IPH. MOTOR CAP 141)6003.41115/230Y IPH.) I 8 DISCHARGE FLANGE 00208000-2 1 28 (PG-IPH MOTOR CAP. 14276-004.4(201TY IPH.) 1 9 5(RLW NH( 002390061 2 NOT SHOWN SEALANT 01754MO.1 11. 10 FLANGE GASKET 00324001.1 1 NOT SHOWN PERMATER 06072-0001 ER. 11 VOLUTE CASE 006818003.2 T 12 (LAMP RING 005677-001.3 1 8 2006 RESIDENTIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New Construction Requirements 3 registered site surveys showing sq ft of lot, sq. ft. of house; and all roofed areas (20% maximum lot coverage allowed) 1 Soils Report g proposed building is to be placed on disturbed soil 2 copies of plan showing beam & window sizes; poured found design, etc. 1 set of Energy Calculations 3 copies of Tree Preservation Plan B lot platted after 7/1193 Rim Joist Detail options selection sheet (buildings with 3 or less units) Minnegasco mechanical ventilation form Remodel/Repair Requirements 2 copies of plan showing footings, beams, joists 1 set of Energy Calculations for heated additions 1 site survey for additions & decks Addition - indicate if on-sfe septic system Office Qse dnly Can of Survey Recd _Y _N Soils Report - _Y _N Tree Pres Plan Recd _Y _N , Tree Pies Required. ` Y Qn-siteSepticSystem _._ _Y _N /Z9 (I (O / o 6 300 oD Date / / Construc tion Cost Site Address 3ri?0 fif/CS G07-/ (t/OC) 011q,c/j Unit/Ste # Description of Work ?L°?i? ( f J7` /CQ Q6 r Multi-Family Bldg - Y QLN Fireplace(s) 2 Property Owner d'_ Yv? h Telephone # 9,? ?7JOS) Contractor S[/U(//fJC//1 f?I'he Zn"1 CIV IA'9 e, 4 Address p lP ?9h2 City CQ,,l 9 C(9 State 12? Zip Telephone # (6M 2 Y P ` 7 E,7 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Category 1 _ Minnesota Rules 7672 Energy Code Category . Residential Ventilation Category 1 Worksheet New Energy Code Worksheet (J submission type) Submitted Submitted . 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? - Y - N If yes, date and address of master plan: Licensed Plumber Mechanical Contractor Sewer/Water Contractor Telephone # ( 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 NfN 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 tan in the case of work which requires a review and approval of plans. yCGC/J? ? G1le?` Applicant's Printed Name Applicant's ign ture r1 S 63`6_ 2006 RESIDENTIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please complete for: single family dwellings & townhomes/condos when permits are required for each unit Date / 7 C (0 ' / Site Address 3 V sn 44j,oePA .s a^ Unit # Property Owner Stu S ?G^4? / ?/PW ?K a.. Telephone # ( > 6 s? - ys y-vvzsi Contractor ANGFI AIR 10- 12253 Nicollet Avenue South Street Address BurneyillA MN F5437 City Telephone: 952-746-5200 ,..' . State Far Qr,9_7A&.giV2 ( Telephone # ) Bond #: Q SV Q 7 3 Expires: 4 1Z4 A X Contractor The Applicant is Owner Other Add-on or alteration to existing dwelling unit $ 30.00 furnace -Additional X Replacement _ New air exchanger air conditioner heat pump other - n r n ?i eJ _?- State Surcharge NOV 0 9 7llllfi $ .50 3 Sr? $ Total -? -= hereby apply for a Residential Mechanical Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Mechanical Codes; 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. / IKO,y /?ire,e.•?.,., /C ems, - Applicant's Printed Name Applicant' ignature Q I RAC.?Afl.\ + C kQ1.%5 lve.? T`/?,At\ I I ? I r-?\ / '\ I , / 11 s o 3yso L _ r =o?an ?JU 55123 I A p?•# 651-983-8?8 8 ?o I I Q FOUND IRON PIPE A /F` /N RLS #8625 V V L_ u ?/ l I L_ L _..? I\ L_ V I L_ U ?i l\ /-\ L 1 NORTH LINE OF LOT I, BLOCK ,, (518.92 S8 °08'21"E THORPE WOODLAND GARDENS) o - THORPE WOODLAND GARDENS --- 518.97 S89°44'03"E (MEAS.) I-- _ 343.87 /f,, ------------ 191.34__ ,. 10 55.92 -- 86.05 - 8905 ? ---*----?-- ---271.71--- . .- I - - - - - -- - - - - - - - - - - ?' - - - - - - - - - - - - - - - - - - - - DRAINAGE AND UTILITY ---___ / KEYSTONE RETAINING WALL EASEMENT PER PLAT OF _ o ; THORPE WOODLAND GARDENS x 15" CMP , --- ?2 10")HERRY 1 - r L ?/ur\ I :..._ ? g.. CHERRY. -I -- 14" & 13" BOXELDER pp ?V0fC17V(?'?py.' 0 u r S I- r r I L - 8" CHERRY ? o WOOD RETAINING WALL 1 A / /--'\ /? I? A _ fffiQlv?D7R°Za ?WSPECYgOWS a? 'b I S' , 9" CHERRY C'J ? _ 76°2722 >r PNO GARDENS) 19 x 1 9" CHERRY 195\HORPE. W`JOD1; \ . cV? V!?'?? \ I 18" OAK _ , -? ' (195. 5 N36a5g 68 E ; ^? tK \ \ 0 DRAINAGE AND UTILITY _____ DRAINAGE AND UTILITY ??' C EASEMENT PER PLAT OF 17" OAK 02n" COTTONWOOD EASEMENT PER PLAT OF lip THORPE WOODLAND GARDENS V...111 _ n 00 o - THORPE WOODLAND GARDENS 60 1 15" & 13" BOY.ELDEB IO ` 13" CHERRY o 0 0 4 f1 23" OAK I o z 26" OAK o 7" BIRCH ,l9" CHERRY c I N zo co . O 8" & 6° APPLE 21" & 16" OAK 30" OAK ; FOUND IRON PIPE Z 10 L - - - - - - n6 8l RLS //42957 29.98 as.o1 -Y7.55- -_ _ -J '.- \ - ------------ - _ 171.59 75.00 - - - - - - - - - - - - - - - F- \ /\ I- `. -- ---290;00 \?7i-0 7?I570 2007 RESIDENTIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone 4 651-675-5675 FAX # 651-675-5694 Date Lt / 16 / 2001 Construction Cost A'ylo .,w ??-o 00 Site Address 3 4 Y-0 LJ c- y u ca 1 t,11 S Unit/Ste # ?, ° a t"? ti - 121 Description of Work 4j< Multi-Family Bldg - Y X N Fireplace(s) - 0 1 - 2 ProperwOwner 2c,?ILcj lhni 1?2,..: Telephone#(?S1) -17eV Contractor 14o? QV0"-cry j C,?c , S Y1t ??. Address S s ?v. 5 ?. 6 ?? City State Zip Telephone # (LS t) 5 Y 3- f 7? V New Construction Reautremads Remadel/Reoatr Reoum3rnents Office Use Only 3 registered site surveys shovarg sq. it of lot, sq it of house, and all roofed areas 2 copies of plen showing loohngs, beams, jods Cent of Survey Recd _ Y _ N (2D%maimum lot coverage albxed) 1 ast of Energy Calculations for heated additions Sods Report _Y _N 1 Soils Report if proposed budding is to be placed on disturbed sal 1 site surrey fa additions & decks Tres Pres Plan Recd -Y - N, 2 copies of plan showng beam & wandow sms: poised found design, etc Add&n - indicate it on-sde septic system Tree Res Required _ Y _ N I set d Energy Calculations Onsle Septic System _Y _N 3 wpm of Tree Reservation Plan l let platted after 711193 Rim Joist Detail Options selection sheet (buildings with 3 or less units) Minnegasco mechanical writilahon farm Plans are considered public information unless you state the are trades ec et an 4 eason. COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv t _ N itnesota Rules 7672 Energy Code Category , Residential Ventilation Category 1 worksheet New Energy Code worksheet (4 submission type) Subntltted Submitted Energy Env*" Calculations Submitted In the last 12 months, has the City of Eagan Issued a permit for a similar plan based on a master plan? - Y _ N If yes, date and address of master plan: Licensed Plumber. E II VED? Mechanical Contractor t 700 Sewer/Water Contractor K"II- It tI ,era? hEwMC?? Applicant's Printed N ante Telephone #( Telephone #( Telephone # ( I hereby apply for a Residential Building permit and acknonledge that the information is complete and accurate; that the work- kill be in conformance with the ordinances and codes of the City- of Eagan and the State of MN Statutes: I understand this is not a permit. but only an application for a permit. and Nvork is not to start -without a permit: that the work will be in accordance %vith the approved plan in the case of work which requires a review and approval of plats. Applicant's Signature DO NOT WRITE BELOW THIS LINE Sub Types ? 01 Foundation ? 02 SF Dwelling ? 03 01 of _ plex ? 04 02plex ? 05 03plex ? 06 04plex Work Types P 31 New ? 32 Addrtion ? 33 Alteration ? 34 Replacement ? 13 16plex ? 16 Fireplace ? 17 Garage -CP 18 Deck ? 19 Lower Level ? 20 Pool ? ? 21 Porch (3-sea.) ? ? 22 Porch/Adds. (4-sea.) ? ? 23 Porch (screen/gazebo/pergola) ? ? 24 Storm Damage ? 25 Miscellaneous 30 Accessory Bldg 31 Ext. Alt - Multi 33 Ext Aft- SF 36 Multi Misc. ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 37 Demolish Building' ? 43 Reroof ? 46 Windows/Doors 'Demolition (Entire Bldg) - Give PCA handout to applicant Description: Water Damage_Yes Valuation Z)Lb • ° ° Occupancy R 3 MCES System Plan Review _ 100% or 25% Census Code d Zoning City Water SAC Units Stories Booster Pump # of Units Sq. Ft. PRV # of Bldgs Length z 3 Fire Sprinklered Type of Const Y i '3 Width _ '32 _ Footings (new bidg) Footings (deck) Footings (addition) _ Foundation _ Drain Tile Roof Ice & Water Final Frauung Fireplace _ R.I. _Air Test -Final Insulation Approved REQUIRED INSPECTIONS Sheetrock _ Final/C.O. FinaYNo C.O. _ HVAC Other Roil _ Figs _ Air/Gas Tests -Final Siding_ Stucco Lath - Stone Lath -Brick Windows Retaining Wall Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total ? 07 05plex ? 08 06plex ? 09 07plex ? 10 08plex ? 11 10plex ? 12 12plex DeC?- F IAT rem Nip 32-10" / 15-0" *Concrete Pier 42" Deep g a Scno-tube form. ri:wrial., ' ',...7.) Ifflin I G/T Flush Beam Nailed. 2 Rows of 16D n Ils le O.G. 2d-10" 2"X 10" Joi hangers All Bearing Post to be 6"X 6" G/T with pot to footing anthers and post to deck fasteners. Beam Jol GI ed aid nailed with 2 rows of I6D nails 16" 1111 111.11"a z NM =I 41111111.1•11•111 =1 MN MI NM MI •M MI ridaillEMIANE .NIMM INNIMMIWU1101111:i IN ( salt $.k Iffikk alificiegg.. " MI .....111 ,Ini.Ammiiiiimimomprammi MN MIIIIIIIIIMIMIFit MN =1/111111IFINIIIIIIIIIIINI I=• 11111111111111MIIIMMI=MIIM , ...i , 10111111M111111USIA 111110111=MV &WA r Ine a Sono -tube Concrete Pier 42 Deep orm. G/T Post above Deck Joist to be 2"X 10" G/T 16" O.C. spacing. Decking to be 5/4Cedar w/1/8" min. spacing. /T Flush and Nailed. 2 R of I'D nails " O.G. er 0 0 aril We r Beam Cant 0 9 • --_I___ 1111111 0 2"X10" Joist Hangers - on Header and Ledger. Green Treteci 2" X 10" Ledger Board Install 3/5" Lag Screws that penetrate 1-1/2" into Rim Joist every 16". 2" x 10" Joist Hangers. man. ler Peck La9out / IBirciseye ////////7 vV. Ex i sting 1-Iouse Rachael & Claus Newman 3450 Wescott Woodland Eagan, MN 123 Ph. # 651-983-8788 BY EAGAN FIEVjWD 5/1 lo c°PanAcrows COPrruILDING INSPECTIONS DIVISION 3.5" Cedar railing post, Notced and Bolted to Rim joist. 71570 STAIRS SHALL BE PROVIDED WITH ILLUMINATION IN THE IMMEDIATE VICINITY OF THE TOP LANDING. Tempered Glass Railing 3.5" between g ass and post. 2"X 4" Cedar railing ® min 36" off top of deck to top of rail. 2"X 10" G/T Joist /16" O.C. i 4�1 min rise, 8" max rise di ,V8 variation for rise Existing I -louse 6"X 6" G/T post with post to footing anchers and poet to deck faseners. /T Beam Less than 4" gap between all openings of railing. ancl, run. 9" n\in Run. ..-_—=- . f]. Rachael & Claus Newmal,ref t Side El vation 3450 Wescott Woodlands Eagan, MN 55123 Ph. # 651-983-8788 Concrete pier Footing 16" Sono -tube form. ON STAIRS (W POUR OR MORE RISERS, A GRIPABLE HANDRAIL EQUIVALENT TO 1-1!2" TO r DUSTER *0 MOUNTED E WEEN 34' TO Dr ABOVE TREAD SING iS REQ ON AT LEAST ONE WE OF THE STAIRS. 3-1/2" Square Cedar railing post bolted to rim joist. Tempered Glass Railing 2"X 4" Cedar Railing min 36' off of finished dec Rachael & Claus Newman 3450 Wescott Woodlands Eagan, MN 55123 Ph. # 651-983-8788 /71) Less than 4n 4 gap between all opeings of deck railing. /// cin 6"X 6" G/T post witn post to footing and post to deck astener's. Qsround Level If 4 or more risers, gripable handrail and railing required. �o .ado � -7757E CHED WITH l l 1 4 LAG SCREWS ER 16° r� Basement Floor Right Side Elevation Tempered Glass Railing // All connections (flashing) between •- 11 the deck and dwelling shall wheatherprooFed. I' Beam overhang // 2"X 4" Cedar railing / (2) 2"X us eam P t to footing and p st to deck fastener's. 3 Q) 0 E 3-f/ Cedar square railing poet bolted to rim Joist. 1 5-7D F 0 O Va Rachael & Claus Newman 3450 Wescott Woodlands Eagan, MN 55123 Ph. # 651-983-8788 Rear Elevation MEM • 4/Inch min. apo S' max. Rose. ,+ 9" mirC Run, with no more ,.'-than a 3/S" variation for • Rise and Run. • Min, stairway width 36 Inches Min. 3-2"X 12" Stringers for this width. • Guardrail Required on 4 or more risers. • Gripable handrail required on one side. Continuous from top of landing to bottom of last step. • The triangular opening between rise, run, and bottom of railing should not let a 6" sphere pass thru. • Railing height should be between 34" and 38" measuring From the leading edge of tread nosing. • Space hand rail away from railing between I-1/4" and 2-5/S". PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA127035 Date Issued:09/18/2014 Permit Category:ePermit Site Address: 3450 Wescott Woodlands Lot:1 Block: 1 Addition: Thorpe Woodland Gardens 3rd PID:10-76202-01-010 Use: Description: Sub Type:Residential Work Type:Replace Description:Furnace Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952) 445-2840. Janel Behrends 122 West 3rd S Fee Summary:ME - Permit Fee (Replacements)$55.00 0801.4088 Surcharge-Fixed $5.00 9001.2195 $60.00 Total: 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. Contractor:Owner:- Applicant - Rachael Thorpe Newman 6 Argent Ct Bluffton SC 29909 Haley Comfort Systems 122 3rd St W Hastings MN 55033 (651) 437-0338 Applicant/Permitee: Signature Issued By: Signature Use BLUE or BLACK Ink r_________________ I For Office Use � , � � �bl � CIt of �a �� j Permit#: j y � � � a� � i Permit Fee: � 3830 Pilot Knob Road Eagan MN 55122 � Date Received: j Phone: (651) 675-5675 � � Fax: (651) 675-5694 I Staff: I �-----------------I 2014 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: 2" — Site Address: '� Tenant: Suite#: Resident/Owner Name: Pnone: __ _ _ _ � . Address/City/Zip: Name: � � License#:��i�Q�� : Contracfor Address: � City: ��.s�"7` State:,��Zip:��77 Phone: �c�—�! " ��i�� Contact: Email: �1 � � Type of Work �NeW Replacement _Repair _Rebuild _Modify Space _Work in R.O.W. ` Description of work: RESIDENTIAL Water Heater Water Softener Lawn Irrigation �RPZ/_PVB) Permit Type � � /� Septic System +� Haa Plumbing Fixtures�Main/_YLower Level) New Water Turnaround Abandonment RESIDENTIAL FEES: $60.00 Water Heater, Water Softener, or Water Heater and Softener(includes$5.00 State Surcharge) $60.00 Lawn Irrigation (includes$5.00 minimum State Surcharge) $60.00 Add Plumbing Fixtures, Septic System Abandonment,Water Turnaround'`(includes$5.00 State Surcharge) *Water Turnaround (add$200.00 if a 5/8"meter is required) $115.00 SeptiC System New($10.00 per as built) (includes County fee and$5.00 State Surcharge) TOTAL FEES $ CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.org I hereby acknowledge that this information is complete and accurate;that the work wili 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. x1��l�� i�+�� _. ApplicanYs rinted Name ApplicanYs Signature FOR OFFICE USE Reviewed By: Date: Required Inspections:: Under Ground Rough-In Air Test Gas Test Final Meter Related Items: Meter Size Radio Read Manomefer Staff: � Use BLUE or BLACK Ink • r________________� I For Office Use � � � Permit#: �� Clty of �� . . �� .� � Permit Fee. 3830 Pilot Knob Road �°' � I Eagan MN 55122 � Date Received: a��' � Phone: (651)675-5675 � ,�,/`.7 i Fax: (651)675-5694 I Staff: �� I I �---------------- �.� �-�s 2014 RESIDENTIAL BUILDING PERMIT APPLICATION � . fa��' ' Date: � /G Site Address: Unit#: �, � � .�� R 'f '�u Name:�� /'' �'1 �/ Phone: e e ,( ,.- � Address/City/Zip: �y� U �'n Appiicant is: Owner Contractor Description of work:��,5�-li� ,�'/�-,/S� O Construction Cost: Multi-Family Building:(Yes /No ) / � . � Company:_�,�i�J,'Sf'�� ;�("f.PC l!?!<i Contact:� ,fi, �� - Address: �� <�L ' //I City: � ,�j v / - 1 � State,f v�Zip:� Phone: ��' A �iail: ,��l � � License#: �U�� Lead Certificate#: If the project is exempt from lead certification, please explain why: (see Page 3 for additional inforrnation) 13U�%� �.✓ 93 �° � COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes _No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer 8�Water Contractor:" • '° , , Phone: ; . u,.x __. . • . . �; , O � a orfin cu e f o b� i. �`� , a o a s i o;- b e : i as : �. , nc u a.,.. ,. r e CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review a�d approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota St uilding Co st be completed within 180 days of permit issuance. . x �`f � Applicant's Printed Na e Applic Ys Sig ature Page 1 of 3 �r�� (,,.�)Q Sc��"' �-t�o�e� ��-�c�S D NOT WRITE BELOW THIS LINE � ��C�(�� SUB TYPES _ Foundation _ Fireplace _ Porch (3-Season) _ Exterior Alteration (Single Family) _ Single Family _ Garage Porch (4-Season) Exterior Alteration (Multi) _ Multi Deck Porch (Screen/Gazebo/Pergola) Miscelianeous _ 01 of_Plex � Lower Level _ Pool _ Accessory Building WORK TYPES _ New _ Interior Improvement Siding Demolish Building* Addition _ Move Building Reroof Demolish Interior � Alteration _ Fire Repair _ Windows _ Demolish Foundation _ Replace _ Repair Egress Window Water Damage _ Retaining Wall *Demolition of entire building—give PCA handout to applicant DESCRIPTION Valuation � Occupancy x�G_ ( MCES System "" Plan Review Code Edition Gt�'? SAC Units — (25%_100%� Zoning -/ City Water Census Code � Stories Booster Pump "' #of Units -' Square Feet --� PRV � #of Buildings �' Length � Fire Sprinklers r Type of Construction �_ Width � REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final/C.O. Required Footings (Addition) � Final/No C.O. Required Foundation � HVAC_Gas Service Test Gas Line Air Test Roof: _Ice &Water Final Pool: _Footings _Air/Gas Tests _Final � Framing Drain Tile Fireplace: _Rough In _Air Test _Final Siding: _Stucco Lath _Stone Lath _Brick � Insulation Windows Sheathing Retaining Wall: _Footings_Backfill_Final Sheetrock Radon Control Fire Walls � Erosion Control Braced Walls Other: Reviewed By: , Building Inspector RESIDENTIAL FEES �� , /r�iy (.� ��I ��(�J Base Fee �� Surcharge Plan Review '?G �� MCES SAC City SAC Utility Connection Charge SB�W Permit&Surcharge Treatment Plant Copies TOTAL Page 2 of 3 use aw�� oL�►t,r� uin r----------------'--� I For Of�ice Use � r - i �Q � � • � Permit#: � �� 1 ai I � � � Permit Fee: �__ � 3830 Pilot Knob Road j � Date Received: t Eagan MN 55122 � i ; Phone: (659)675-5675 i staf�: i � Fax: (651)675-5694 �-----------------. 20'14 F�ESIDEN�'IAL�PLUM�ING PERMIT APPLICATION � �,t--� � �,��L`'�C`.-��- �l��C�.-��C� Date: Site Address` � � , Tenant: � Suite#: �_�,,�, Y_ _ � . :,.. . ��. .. . . . .. . . ,. _ Y r ; � ��5�� n ��a ` � '" 'f Name: one _ �� '��" . - _. �_ '�� ,i �� Ph �: •.,;.,,,;:.,,::-: � �p •�;,.. .:�,� : t`n,: } � � � Address/City/Zip:� � , �< � �' �x�.�..�«�r,��.,�.� .....�.,.,�.�.-A,.n.,,. .� ..�. ..-�,�-,��:.,.:� . . .�,�:,,.�,.-.�,�,.-�,�.,�-.��.a�..�,.,,� .,�.. .. �r... . ._ � � �. �`�i�� . �., .. � . n > � , ,. ry `�� 1 L ��'�� ' ,, � . Name: , License#�� ::�,; :.�.;. ,. e � Address: ��--F 1-�� City: �Ll_�-��Y`..'� �� :r��,-�.. 4 + � �-- ' � y . C -� �ry,,� - �X�� 1�4}�� q State:�� 1_. Zip: �l�l Phone:l �� S ,� 4� •� � � ,'J:y? �� ...� . `k t - Y'1 'N . . . .";,Y.£,..T;.�-��r:: �Email: � � �_ � , ` z�M��;;°� Contact � � I(v1 �,�.,��,,�,��„� .. �.�.� . �4:,�,.�,�._ ..,_. �� a ��,� '� �Rw4r�F . . . . .. ., - :,�,. .. _ .. .. . ,.. .. . . � � � . u ;} �5,; ;. , ;� � I; � �:G i �?��F � } 3 ��. . . 3 } � � _New �t-Re lacement _Re air _Rebuild _Modify Space �Work in R.O.W. i� P P r ° � �} � # ,� � � ��}��'� ��" 5 _ '� �, :�..�... 7 .;,, . .. .::t:y.>>.� ; :�:�;�:�-y�u� ��: ',y:,., 'v`{�Il�i{!:� Descri tion of work: _.,�.___y� „s�"��'��»; �X:�-- p _ _ . _. _ A . . ,�r-,_ � `��`�;�;�„��.:�-�:�;w`� � . .{;..:Xi2lE�: ;;`ct�:zi�i;��",�� - i� sif��;;r�;t��.��` �� RESIDENTIAL � u >_;� �y ° t � .c �f 'i �' �; < <a:x:,.z . . . . . . {� � � .��ryt Water Heater � � � ` � '� �� V1/ater Softener ;: � .: � r ,� �awn irrigation(_RP�/_PV8) �� : ��';��`3 �" Add Plumbin FixEures Main/_Lower Level) ' � Y � �F,. � Septic System ' 9 � � > . E,x j' � ; �` � _New Water Turnaround �; � ` l`' � ' Abandonment -,T�...�.�,-��,��. .,.,. r.,-�F. .. .. �,..-�,...:�.�.-,��._. _-�,._-��.��.-,�-�-�_T . - ,-� I 4 .._�3.�xeee?��Cm�iac'fi�""esrc.bhim�(�:'n' ca.��.�a.;aa+m.� .z�a�m..r.,.rn:cm.-. . . . . .. ' �; � RESIDENTIAL FEES: �_ � $60.00 Water Heater, Water Softener,or Water Heater and Softener(includes$5.00 State Surcharge) !; r $60.00 Lawn Irr'igafion(includes$5.00 minimum State Surcharge) "' $60.00 Add Plumbing Fixtures,Septic Svstem Abandonment,Water Turnaround*(includes$5.00 State Surcharge) ; � ''Water Turnaround(add$200.00 if a 5!8"meter is required) ;' $115.00 Septic SVStem NeW($10.00 per as built)(includes County fee and$5.00 State Surcharge) L L3 F �...�...��.-�,m.�.�..��.�., .��.��_��.:.-��,�,��, . . TOTAL EEES$ ,. _ _ .�.,.� �:.�� CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 forprotection against un�erground utiiity damage. Call 48 hours before you intend to dig to receive locates of underground utilities. wvuw g.,_opherstateonecall.orp 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 ofi Eagan; that I understand this is not a permit, buf 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. _ .. x . ��(� � : x . �-� `�,� . 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PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA129540 Date Issued:02/20/2015 Permit Category:ePermit Site Address: 3450 Wescott Woodlands Lot:1 Block: 1 Addition: Thorpe Woodland Gardens 3rd PID:10-76202-01-010 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Heater Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Applicant: Thomas Joshua Peine 815 Iglehart Ave St. Paul, MN 55104 Fee Summary:PL - Permit Fee (WS &/or WH)$55.00 0801.4087 Surcharge-Fixed $5.00 9001.2195 $60.00 Total: 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. Contractor:Owner:- Applicant - Sally Ann Eherenfeldt Living Trust 3450 Wescott Woodlands Eagan MN 55123 Urban Pine Plumbing & Mechanical 780 Igelhart Ave St Paul MN 55104 (651) 888-2275 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA165386 Date Issued:10/29/2020 Permit Category:ePermit Site Address: 3450 Wescott Woodlands Lot:1 Block: 1 Addition: Thorpe Woodland Gardens 3rd PID:10-76202-01-010 Use: Description: Sub Type:Reroof Work Type:Replace Description:Includes Skylight Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 Total: 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. Contractor:Owner:- Applicant - Sara Fitzpatrick 3450 Wescott Woodlands Eagan MN 55123 (651) 361-0220 Options Exteriors 460 Hoover St NE, Suite 2 Minneapolis MN 55413 (651) 705-6376 Applicant/Permitee: Signature Issued By: Signature