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4899 Brooklyn Lane RECEIVED JUN 15 2011 Susanna Li 4898 Brooklyn Lane Eagan, MN 55123 (651) 214-1085 June 13, 2011 Mayor Mike Maguire 3830 Pilot Knob Road Eagan, MN 55122 Dear Mayor Maguire, West End Fishing & Hunting Club ("Gun Club") - New Driveway / Entrance Thank you for reading this letter. I am the owner of a twin home development on Brooklyn Lane, Eagan, adjacent to the West End Fishing & Hunting Club ("Gun Club"). I have been living in this address since October 2006. Last weekend, without any notices from the Gun Club or the City of Eagan, the Gun Club started to take down tall trees and build a new driveway on their property leading to a new entrance on Brooklyn Lane, facing my driveway and front yard. Their new driveway is literally wider than Brooklyn Lane! My neighbors and myself are in disbelief and are seriously concerned. The Gun Club has been in the neighborhood for quite some years. They already have a private road in the junction of Biscayne Avenue and Gun Club Road. The traffic on that dirt road is noticeably busy especially during evenings. Many SUV, trucks and other vehicles seldom stop properly at that junction when they come out from Gun Club Road. Now that the entrance will be on a residential small road, homeowners are extremely upset. Why is the Gun Club intrusive enough to build a driveway in the residential neighborhood? Why is the City Planning Department of Eagan allowing the Gun Club to do this? Do the homeowners in the neighborhood have any protection from your office? My neighbors and I have called the City Planning Office this morning in this regard. Unfortunately, we were informed that the Gun Club was given permit to do their driveway. Obviously, it is upsetting to know that the homeowners' concern was disregard. Mayor Maguire, thank you for your time and your comment is very much appreciated! Regards, a Lcb RA. City of all Mike Maguire June 21, 2011 Mayor Paul Bakken Ms. Susanna Li Cyndee Fields 4898 Brooklyn Lane Gary Hansen Eagan, MN 55123 Meg Tilley Council Members Dear Ms. Li: Thomas Hedges Thank you for taking the time to share your concerns about the new driveway that the City Administrator West End Fishing and Hunting Club ("Gun Club") is building. I understand that you and some of your neighbors have also discussed your concerns with City staff. I can certainly appreciate your frustration, both about the project itself and the fact that you were not formally noticed of such a project. The challenge in this instance is the Gun Club property abuts a public street and therefore, they do not require any land use or Municipal Center other City approvals to connect to Brooklyn Lane. Rather, the Gun Club simply needed a 3830 Pilot Knob Road permit to work in the right of way to make the physical connection, and the City had no Eagan, MN 55122-1810 authority to deny that permit. Likewise, the Gun Club was under no legal obligation to 651.675.5000 phone 651 675.5012 fax provide formal notice to the neighbors regarding their new driveway access. 651.454.8535 TDD Please know that the City Council and staff take your concerns very seriously, and t hope you can understand that in this instance, the City had no legal ability to deny the Gun Maintenance Facility Club's rights to remove their trees or change their driveway access. If you continue to 3501 Coachman Point notice issues such as speeding, rolling stops or loud activity on the Gun Club property Eagan, MN 55122 late in the evening, please do not hesitate to call 911 to report the concerns so our Police 651.675.5300 phone Department can follow up and make sure proper enforcement is occurring. 651.675.5360 fax 651.454.8535 TDD Lastly, I encourage you and your neighbors to speak directly to the Gun Club Board to discuss whether there are ways the Gun Club can manage operations to minimize the neighborhood's concerns, i.e. late night activity, people not stopping at stop signs when www.dtyofeagan.com leaving the property, etc. The City will also encourage the Gun Club to reach out to you and your neighbors on these issues. Again, thank you for your letter. I hope that you and your neighbors will be able to have The Lone Oak Tree positive communication with the Gun Club moving forward. If you have any further The symbol of strength and growth in our community. questions about the Gun Club's new access, please contact City Engineer Russ Matthys at 651/675-5646. Sincerely, %k Aq~~ Mike Maguire Mayor cc: Tom Hedges, City Administrator Tom Colbert, Public Works Director Russ Matthys, City Engineer Jon Hohenstein, Community Development Director Jim McDonald, Police Chief CITY OF EAGAN -°<-- - 8795 Pilot Kaob Road Eagon, MN 55122 N2 5994 PHONB: 454-8100 BUILDING PERMIT Tw L. nr.l iw. Site Address Lot ? Block Sec/Sub. Porcel # r Z a Nome _ oE Address U? H rs... P1ame _ Address I hereby acknowledge that I have reod this application ond state that the information is cnrrect and agree to comply with ail applicable Stote of Minnesota Stotutes nnd Ciry of Eagan Ordinances. Receipt # Erect Q Occupancy Alter ? Zoning Repair ? Fire Zone Enlorge ? Type of Const. Move ? # 5tories Demolish ? Front ff. Grode ? Depth ft. Approvals Fees Assessment Permit Water & Sew. li P $urchorge Pl h k o ce an c ec Fire SAC Eng. Water Conn. Planner Water Meter Council Road Unit Bldg. Off. APC Tota I Slgnoture of Permittee I A Building Permit is issued to: on the express condition that oll work sholl be done in accordance with all applicable State of Minnesota 5tatutes ond City of Engan Ordinonces. Building Official P?nnR # DaM Iwued ?ermitt?e Plumbing ZQ Mechunitol ?' CFc P?'C INSPECTIONS DATE INSP. Rouyh-I n Final Footings Date Insv. Date Inap. Foundation Plumbing Frome/ins. 9 ,: 7- 2,1 - fr/ Mechaniwl I Finol I Remarks; No. Date: crrir oF EAGAN " 3795 Pilo! Keob Reed Eagon, Minnesota 55122 Pbons: 454-8100 PERMIT 14-8Q Site Address: Lot Biock Sub/Sec. ;ection 36 Nome . g Address ? City Phone: Nome ' . ? Address ? City Phone: This Permit is iuued on the express condition that oll work shall be Minnesota Stofutes ond City of Eagon Ordinances. INSPECTOR NOTIFICATION REQUIRED BY LAW FOR ALL INSPECTIONS Receipt No.: Single Residentiol Multi Res., Comm./Ind. I New/Af ter. /Repair Cost of Installotion Pe?mit Fee Surchorge Totol done in xcordance with oll applicable Stote of Buildinq Officiol OF EAGAN Remarks Lot Rik Parcel 10 03600 010 8D State I Improvement I Date I Amount I Annual I Years I Pavment I Receipt I Date SAN SEW WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STREET LIGHT WATER CONN. BUILDING PER. ??/,,ici 1X CIZ+y pg ? Include 2 sets of plans, (? f 1 site plan w/elevations & ? I/ BUILDING PEI3NIT APPLICATION 1 set of energy calculations. To Be Used For Cl el,?g 1C5 G S?Valuation Date f '9? S pFFICE USE ONLY Site Address Lot 0 Block ??D Sec./Sub. Erect ? OccuPancY Parcel #: D./n ? Alter Repair Owner: Enlarge - M ? P.c?ress: ?'Gy C.L vr3 1?D P9'. 3 Demolish City/Zip Code: /"F'b???G d:?i. ? ? 56 69' G ? ? Ph e #: $? ? on _ - Contractor: ? Acldress: City/Zip Code: Phone #: Arch./En5•• _ Address: City/Zip Cocle: Phone #: t? ?is ?s a- re?/aCerY? ? ??e: DPo Zoning Eire Zone Type of Const. _ 'i- # Stories Front ft. Dep}h 3 ft. ?s ts Pesittit Vater/ Surcharge ?? . Police Plan Check y <J Fie SPG 3-7 S Water Conn. Xdg. Water Meter? c%?-- -- Road Unit ( Off. ' r 60 TOrTAL s r?a? ? : . _. EAGAN TOW/NS Hf P BUIL G PEIaN91T . .. Ownes -??P.^' -- ' - ? -?- '-K.--? / ? Address (Preseni) --' -._-/-L" "-'-----"---° -- . ............---`-------... . ' Builder ...._-°------.------------------------------ ---------------- --- I Address ----------------------------------- ------------------------------ --------------- --------- DESCRIPTION N° 726 Eagan Township Town Hall Siories To Be Used For Fxoni Depih Heighf Esf. Cos! P-e rmif Fee Remarks ? LOCATION or '76 I 4/d I SfD I/o 03600 a?c iSa This permii dces noi auYhorise the use of sfxeefs, roads, alleps or sidewalks nor does it give the owner or his ageni the xighi fo creaie anp siiualion which is a nuisance or which presenis a hazard !o the heal2h, safely, convenience and general welfare Ya anpone in the eommunify. THI5 PERMIT MUST SE KEPT ON THE PREMISE WHILE THE WORK IS IN PROGRESS. ? This is lo cerSify, thaY..... ......._"................................... .............has permission fo erect a-------------------------------------------------------------- upon the above descrihe "remise ec3 ! h provisions of the Building Ordinance for Eagan Township adopfed April 11, 1955. ' 7 ......_......__'......._."._.....P.....__.........._._ . __.".. _____'_ ._.._...._.." ............... ...(-<n------------------------------ .'....'.....'_ _...'.... _ TJ Per Chairman own Soard Building Ins eator ? Minnesota Sfate Board of Elecfricify 1954 University Ave., St. Paul, Minn. 55104-Phone 645-7703 REQUE$T FOR ELECiRICAL INSPECTION CAECK BELOW WORK COVERED BY TH(S REQUEST .Z4P -??? m 25650 Trbe af Suilding New Add. Revair 11 Cheek ApP7ianees Wired For Cheek Equipment Wired For Home E] C] pg.ge . C) TemporaryWiring D - Duplex ? 0 El Water,Heater D LightfogFlxturea re Apl. IIldg. El El E] Dry¢r El )Eleetric Heating 0 Commerciel Bldg. E) C) 0 Furnace *1 Sib Unloeder ? 7nduaVial Bldg. D E] Air Conditioner D Huik Milk 11nk ? Farm List Lie1 Othe ?? ? ? ? ? 0 ? Others Here _ Others Here COMPUTE INSPECTION FEE BELOW Service Entrance Sfae: # Fee Feedera k Su6feeders ?j Fee Cireuits: ? Fee 0 tu 60 AmDerea 0 ta 30 Amperea 0!0 30 Amperea 61 fo 100 Am 91 ta 100 Amperes ? j?? 31 to 300 Amce? 301 to 200 A ',? ? ?hAboye 100 Am Above 100 A6ove 200 m- mote Control Cir<ui Siena Tr?neformen Mpeeial Inzpmtion PsrNd ot MAer Remarks . p TOTAL, ' E'!-'VI t_?2.? ?.S 0C / ` ? I I, the Electrical Inspector, hereby(?4y tK ' obe ins ection hasbeen rri'?kc?"?? ?;. (Rough-i») (Final) n• 0 -' Da a, ?? ? ??`ass Date of ,this x eg; C?x u25650 I, as gj(Lice"nsed Ekectrical ntractor.0%wner, do'hereby request inspection of the above electrical wiring installed at: . ,p r. Street Address or Route No-??? ? City '?' ?? Sectio* -Township ? Range Which is occupied by yP??T ??f-1) ?CL I! i'! e, ?? . ' (Name of Oc nt) ?/ ? Is a roughin inspection required on this jo4.J No ? Yes [?' Ready Nowx WillCa11315, Power Supplier?/PidC[?5'?i..fA, (?C.lS?„!f?lJq?jreSs Vw ' u • °°`C-'"' J? rh?t. O???f Electrical Contractor 7A'C/? ?"x t F--?h?o tractor's Licensel?o-it'd `0 (Compmy Ime)/ ? Mailing Con[ractor or ? -:?ay7 Authorized 9ignaturP ??.??C' Phone Na?8g `y? (Elcctrical Con[racror or Owner Making Thu InstaOation) . EAGAN TOWNSHIP BUILDING PERMIT owne: ..... ??,?g- ---- Address (preseni) 2t-.n;n ....r3.?..Z.f-3 .."'- Builder Address DESCRIPTION Nc i_161 Eagan Township Town Hall Date ... 06 /G..° .................... Stoxies To B¢ Used For Froni Depih Heighi Esf. Cos! Permii Fee Remazks LOCAYION Streel, Raad or olhex Descripfion of LocaSion Lo! Black AddiYion or Trac! /0 03`0o bio gn This permi2 does not aufhoriae the use of slreeis, xoads, alleps or sidewalks nos does ii give the owner or his agenf the righ! !o creafe any silvafion whieh is a auisance or which preseafs a hazard !o She healSh, safefy, convenience end general w°:fare !o anyone in the eommunify. THIS PERMIT MUST BE KEPT ON THE PAEMISE WHILE THE WORK IS IN PAOGRESS. ? .{ , ? I This is So ceriify, ihai.CiU---- G;.•..? . .. as permission fo erect a.. ....._?._....- ..................?:............upon the above deseribed premise su6jeei l?oprovisions of the Building Ordinance for Eagan Township adopied April 11. 1955. ? ? ? ?, J '• - - --L?--?i??'"?......_. Per .._....----? ------- ...'--lF.Le?rS.?! .._"-`--......... ............... t C airman of Tnwn Board Building Inspecior R.? CITY OF EAGAN 3795 Vilot Knob Road Eagan, MN 55722 N2 5994 PHONE: 4544100 BUILDING PERMIT APPLICATION Receipt # Volue 45,000.00 pme ro be used fo. CLUB HOUSE Esr 7-29 19 80 . , Site Address Rt. 3, RoS@mOllIlt ? Erect J?k Occupancy B2 Lot 10 Block $0 $et/$ub. Alter ? Zoning A Porcel # 10 03600 010 80 Repair ? Fire Zone E l t T t C V-N n arge ? ons . ype o w Name West End Gun Clllb Mave E] # Stories Z Address C`un Club Rd., R.t. 3 Demolish ? Front 70 ff. ? r..., Rnaamnnnt._ TRro?,...e 99h_99G9(.Tna RatS59dill ? DePih 30 fr. p Nome _ f ?u Addreu Name _ Address S2]112 ADPIovale Fees Assessment Permit 1°"•"v Woter & Sew. Surcharge 22. 50 Police Plan check 64.00 Fire SAC 525.00 ' Eng Woter Conn. NA ' . Plonner Water Meter NA Council Road Unit I hereby acknowledge thpt I have read this applicotion ond state that Bid9. off. 7-28-80 D 5.11 aeres the information is wrrect and to comply with all applicable AP? Total $739.50 State of Minnesota $tatut s o "y of Eagan dinances. Signature of Permittee A Building Permit is issued ro: West End UTl r.lUtl on the express corditlon thaf all work shail be done in acordance w114r_a1l ppplicoble Sta(e of Minnewta Statutes ond City of Eagan Ordinances. Building Officiol Page.l of 1 Pam Dudziak From: Pam Dudziak Sent: Friday, June 24, 2005 9:04 AM To: 'tdepauw@hmcc.com' Subject: West End Gun Club Dear-Mr. Depauw, I am writing to follow up on our discussion regarding the West End Gun Club property. The properry is zoned P, Pazk. You said there is a shed on the property that is in poor condition and asked if the club could replace it with a metal cazgo container. Storage of materials, equipment, containers, vehicles, or trailers is considered outside storage because it is not contained within a building. Outside storage is not allowed in the P, Pazk, zoning district. Therefore, the use of a cargo container in place of the storage shed is not permitted on this site. I hope this answers your question. Please let me know if I can be of further assistance to you. Sincerely, Pam Dudziak Pamela Dudziak Planner, City of Eagan 3830Prlot Knab Road Eagon, MN 55122 Ph: 651-675-5691 fax: 651-675-5694 06/24/2005 . ? ,? . ? ?? ,?? n??• , , ,?. ,??F?.?. .a.? ? ??, ? ? ? ??_ d. .?r ,?. . • q 14iE;MORAND,UM TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT TAERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: OCTOBER 6, 2004 #24 RE: PLAN REVIEW FOR WEST END HUNTING & FISHING CLUB STORAGE BLDG "B" ? 650 GUN CLUB ROAD ? LOT 1- BLOCK SO SECTION 36 The plans aze in our plan review section for your review and comment. Please return this i'orm to mv attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you aze requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No PRV Required ZONING? METER SIZE Signature Date *dtV oF eagan I PATRICIA E. AWADA Au;usc zz, zooz Mayor MS DAWN KL1NE rAUt nnxKEN DAKOTA COUNTY ASSESSING SERVICES rECCrraatsoN 1590 HIGHWAY 55 CrnDee EIei.ns HASTINGS MN 55033 MEGTILLEY RE: DAKOTA COUNTY WEBSITE REAL ESTATE INQUIRY SCREEN Council Members Dear Ms. Kline: THOMAS HEDGES Please make the following changes to the Dakota County website and all Dakota County CiryAdminisua[or records as needed: PID # Correct Address Owner Municipal Cencer. 3830 Pilor Knob Road 10 03600 010 80 650 Gun Club Road West End Hunting & Fishing F.agan, MN 55122-1897 10 03600 014 81 700 Gun Club Road Moratzke residence Phone: 651.681.4600 Fax: 651.68I 4G12 ? If you have any questions, please call me at 651-681-4695. Thank you. TDD: 651.454.8535 " Sincerely, ? b1aintcnance Faciliry: 3501 Couhman Poinc anice D. Severson Eagan, MN 55122 Office Supervisor Phone: 651.681.4300 cc: Mary Ann Olson, Special Assessment Clerk Fax:651.G81.4360 Erik Slettedahl, GIS Technician TUD: 651.454.8535 www.ciryofeagan.cam THE LONE OAK'iREE - "fhe rymbol ofs[rcngth and grawch in uur I mmmuniry I _ - -. -- - , .. _- - - I ?) ; - --?--1 -'?- -i- .: .--? ---' -----'?-?-- ?--?--?'---?-?-?--?-?-`-?--i-------'---?- . I ? ? I ' ! ? ..?I i I j •, . ? , . _. ?-- • - - - --- -- ? _, _ --- --- ? --? ---- - ?-- - - ,---? - - --?---_ - - - - - i-- , , i. ? - - ? ? • - ? - -' -- -1 - .. -- - ? i ? ? i ' ' I ? I - I I ? --- --•-- - - -! ----- -- - i i ? ? i r I 1 I ... _ ? - ?. ?. -- ._._.,_. _ . _..- -?- '-- -- - - - ------ -- - --- ? --•- --- '-- i ? - -----?- --r--; -:-?--. . .. _.-?- ? ,- - ---- - - ---,------ -- -.--?-- ,? , -- ; ! ?---- - ',------ ?=??- ? --,--_-i_-?_.Y_:-? ? ? - ---- , i ? I -- -- 1-- ---- ' -^-- -' ' - - - -'-- - --- ------ --?- - ---- -?--- -- ?- , -f- i , , . ? ? 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To;-ether ?vit}! thst pirt o" navlt Lot Dakats CoGaty, ?Sinu*' ?i ?`? ?r; .. -iescr9i?e„ as fo"'_?x+s: !:oim.;?;nci.??.st t?:e :icrt'.-?cest corner of 5.3id ?rovIt, Lot 2 said rimninr therico 389° 59-1 l.o"E aldiip .t?.z t;orth 1i::e Uersof a diater.oe of 367:td: loet to. the pcir.t of be inr.izi);; ther.ce co:ltira.?i,r; 52;?' -i? '].0"E -1or? s?id 1'or±ta:line ' .?, d:--tar.ce of 427.51 Feet; ti.e*.ce $00° 2?'G a clietance of 3.22.56 feet to the Sout'a Zue of said Goy't Lot 23 J tti;ence P?'0°77 alor:; s:.id Soi:th 13re a, (iisterfce of 428. feet• s- : , -...thonce 'vOor a'diatru:c: of 1?2,6k feat to t,vie r?;int of t;--,,ir.nirj, excspt the 3ovtb > 33••) fest'thnr?!of. Cor.taininp•5.11 A.',^f.S 'n al]. • •? "?? =.6 s,m?reye? .f rn3 t'? d?:v -f 7cLo1-?e+r,.7cb5. SIGNE ? Revinad'tnie 7t1 dap o; Jr,ne, 1967. 'S/,`B • ?'; ?i: ? a MINNESOTA REOISTRATION NO?.,???.., 1 . ??. - _ , , . " . , . . ' . 2., . .. ;" .s•'??;»? tOT AMO FARM 8URV6V! ?. . ? T?PGQmwwK.L CON6TRUGTIOf1EVItVfY3 RATTtma - ?• 9 L E O B. IM A,.W . • ' Inc. 7010 - ? ?? 1 l,/ NoFIM <?MG Sw Se / a ERLD YND[R LAW! OF BTATC tJF MINN[DOTA ???,it•f y 1? ?.CG? `7 X UAY?m y; i,k ., .• ` .1? - . llQ.X-fA7d?CS3W - ' a 4 I . • • _' PMONC H1?1+IWAY NO. 13 SAVAGE, MINNESOTA i. .. . w ' 4 ? ?$S . S RV-EYOR'S CERTIFICATE . ? ?W • / ? 3 r /? ?J N 5'? ?J?7? z ? ? ? ? ? ? V. / K,i•? t ' ? ? '? . , r.' ' . _ _ _ ?. .' ,,.._ _'_ ?_. ;- ,-.,?-?._r-:_. 4.33 *CAC'S ?? ' I i ? ? ? /`'?' ? • ' ? ^ '?':?. ? ` NVV [ewrsx Mr7"s A Ser l-rv/iM- RHM/ ?i y.. !p f ,S[ILE ? ? ° /a? o = SN? ? J W .? a n 2.. e e NoeIN A'NF ffC.• ?;. c_cN Cl.?.a a: art Aesr: O.j?.KLFY '..e EXCFGTioN 416 ! " MN'w SOUrN ???E cey'7 Le> l, SEC.9-T//5d-L//w ? ? '- - A tract o; lanc in ±-;e SW 111i of SE .1/4 of ..o,s, _ r*ecrired 9r- L'OTlvw3f-'iin7'TCISCl`]P'L?ti t.tlC' 2fiLCI'4rC4;?;?: 01 t)m :c.roir3isee c? as±?-6w'-3f?y---.p?; of 5E 1A :nd :.: r:,snt,:r]^.na of the Ct:lc-i."o? .,i]xaL'cc?e? St. Par.2, a?id °seifit 6ailroad ? ar.a rueu:in? t;:1rIca ?'?,' j;'1; a'.on? ';?ie :?or:.;. 1:r.e .!.^;•.?nf a 3iatance of ;£?l Peet* ?Cl)-""B c.:; t1.L:riCe _iL'C! 22'3 Bdj.31.::;'Cr Of :O05.55 fec:t lO'.li(;'i,r].^.t of :hencecont#.. ?'1)0°.22`e. n d;^t.,r.ce ,, i?3.39 feet tc the Sna`.1 ::rc of said SY 1/14 or SE 1/l;S thence, :.?`. :,' 'V) 59' 10"Pl alonr saxc' Ooiitli lir:e a a_sta.^.cc o_° 1.27.51 Peat; thenee ?I00°L a 3'istattttS'?`' of 111j.31; feet; th6r.ca td?C°iJC a 638t:unce of 31a.b fert to the easte:ly Ri;;ht of TrfzrT line of s-,i i Fa5lrnad; tL•erc? '.orthe3at?sr2y ala??f; s.:i iF.iil-ond T.iCht of ?:? lina a distance- .-14 oP 11kj fcF:t r,ore or Iesa tq its Snteraect3c^ wiLh n line bearillg NaQ°W frma the batnt--,., of t,eg:Uininr; therca ik?0°B a 9istunce of 155 f=!-± to tha pc;:7t o." 1:ez,inning.. "'a-ether with that *.,:trt of Cov't Iat 2, Sec:,^-."115li-r 1?'" 3qlcot3L Co-4,1ty, ?itew.- cie?erii4,?? as fo''_oMSa ^omz,ier,cinR,st the !:ert?^rest ccrncr of +snid r;ov't Int 2 e.ttid rnnnin; thenca 36'9° 54' 10"E aldr.,- the .1:ort^ 1i:,e Ei:erem±' a_ diatenoe of j6?:lyS. ftat: ;.o the pcir.t of be?,itu?inv:; ther.ca con±,i:?n:_c?, 5?'O 3?' 7-0"c ^long 3titd''otthrline'a' di°.tar.ce of 1j?7.51 feet; t:,ence S00° 2.'_'i: aeustance of 122.56 feet to the 90u" of aaid rov't I.ot ?_, t•hence P.90°N a1onF; s..id Sct:tl: lSne a diat--ims uf 1:2c.3 feet; t,htince 'YOL'0.'.' a distancE of 12E,66 feat to tite pc_-it of beL3r.ni7?,j excOpt the 34uLb 33;0 feat th-r• of. Cont2dninp•5.11 a:.res ;n all. ks s+,1"'eyad '.,y ?no l.^i: <±'? r:iy ?f :?cL0l-err7965. SIGNES?- i7eV?.:Efj t:1?8 ?Lh-d1?i' Of Junc, 1967. ; MINNESOTA REGISTi3ATION NO.-, 3..LAB ' -.s`? I -$n , SEc ? 3, (O ME3.10 T0: THOMAS L. HEDGES;, CITY ADh4INISTRAiOR FROM: DALE PETERSON.-1 ? DATE: hSAY 16, 1980 ` SUBJECT: 4"lEST END HUNTING AND FISHING CLUB -,PER0.4IT APPLICATION This permit application was referred to City Council because there land " is zoned Agricultural and unplatted and the building does not fit :esiden- tial or the agricultural catagory. The original building permit for the club house was issued by the board of supervisor of Eagan To:mship on June 6, 1961. At that time the minutes reflect a special use permit v;as granted with a restriction that the shooting be limited to tcco (2) nights a week and Sunday's only. The proposed new structure will con- sist of exterior walls of hallow masonery constructioa and the conventional wood frar.ie truss roof. If the applicaiion is approved, the permit a311 be written on a$45,000 evaluation instead of the proposed $10,000. ASP/jlr ? S? s MEMO TO: DIANE DOWNS, IITILITY BILLING CLERR FROM: BDWARD J. RIRSCHT, SR. ENGINEERINCi TECH DATE: MARCH 18, 1991 SIIBJECT: REF COMPIITATION FOR PLAT AND PARCEL NO. 10-03600-010-80 OWNER - WEBT SND HIINTING AND FISHINf3 RR 2t BO% 293, ROSEMOIINT, MN. 55068 I have computed the REF's for plat and parcel #10-03600-010-80 owned by West End Hunting and Fishing. The total REF's are 15.6. My computations are based upon the City's aerial photograph dated April 15, 1989. The total lot area is 11.31 acres of which .90 acres is considered impermeable surface. Credit was given for the existing ponding area. , ??t,?4 1A4?j Edward J. K rscht Sr. Engineering Technician cc: Michael P. Foertsch, Assistant City Engineer EJK/jf 3?c3to BEP BLOMWIST MAVOR T TMOMRSEGAN MARK PARqANTO CITY OF EAGAN JAMES R. SMITN , THEODOHE WACHTEF ,%y5 , 37?! PIIOT KNOB ROAO GOUNGL MEMBERS EAGAN, MINNESOTA .. . eetsz PNONE 454-0100 !• 24, 1980 .? Mr. Richard L. Matykiewicz ", r-. 94 Commerce Building -"' "?- St. Paul, MN 55101 Re: West End FishinQ and Huntine Club. lnc. Dear Mr. Matykiewicz: to Add THOMMS HEWES GITY ADMINISTFpTOR ALVCE BOLKE CiTV CLERK Per your letter dated July 7, 1980, and our recent telephone conversation, please be advised that the City of Eagan will acknowledge Thursdays as a pact of the Special Use Permit to allow shooting under the control of the West End Fishing and HuntinQ - Clut.` Apparently, there was some confusion in the record keeping regarding previous authorization. In reviewing the records, I cannot find where Thursdays were ever deleted; however, for some reason, recently it did not appear as a part of the Special Use Permit. Please be assured that we have revised our records and the special use permit does include Sun- days, Mondays, Wednesdays, and Thursdays. If you have any questions regarding this matter, please feel free to contact me at any time. Sincerely, Thomas L. Hedges City Administrator TLH/hnd TNE t[]NF inAK TREF TNF RVYOl1l nv cTOVU?TU wun r_or?wru Iu ri... rr?uu??u?Tv ,?_ . . ? ? 0 (2?) i2 CNARp L. MATYKIEINICZ Attomey et Lew cln,? h Floor, Commarce 8uilding k Peul, Minnasote 55101 291-8044 July 7, 1980 Eagan, MN 55122 Re: West End Fishing and Huntin a Clu6. Inc. Mr. Thomas Hedges City of Eagan City Administrator 3795 Pilot Knob Road Dear Mr. Hedges: OF Counsel WILLIAM M. MAHLUM STEVEN N.HUNT I have been the attorney for and a member of the West End Fishing and Hunting Club since 1959. At the time the club purchased its present property from Mr. Earl Marotzke in 1960, it was conditioned upon our ability to use the property as a gun club. I appeared before the then Township Board, petitioned for and received a Special Use Permit to shoot upon the premises on Sundays, Mondays and Wednesdays. Shortly thereafter in 1960 or 1961, the club requested and received permission to add Thursdays to their Special Use Permit. Recently it was called to rny attention that the permit as it now stands does not include Thursdays. At the time the club was moved to its present location, approximately 90 per cent of the membership was from St. Paul. During the last 20 years, the club has grown and most of said membership growth has come from residents of the surrounding area including Eagan, Rosemount, Apple Valley, etc. At least 70 per cent of the club's present membership lives in the Eagan vicinity. The age of the membership has also lowered and the majority are now fathers with relatively young families. These members are interested in providing gun training for their children. Several of the members are qualified instructors under the DNR Gun Training Program. This is the primary reason we have for requiring the use of the club on Thursdays. Tuesdays and Wednesdays are completely occupied by the Trap League and Sundays are commonly used for open shooting. 19g s NgDo-7s 4 •• 1 . ? Mr. Thomas Hedges July 7, 1980 Page 2. As the City of Eagan is now requesting the club to dedicate a road easement on Gun Club Road, I thought it appropriate to clarify our use permit problem. I am personally convinced that the permit was extended to include Thursdays; however, I understand that the old Township records substantiating this position are not available. I would like to clarify this use permit problem at the same time we dedicate the necessary road property to the City. I would appreciate it if you would contact me at your earliest convenience concerning these matters. Yours truly, ;.?/J??? RICHAR? L. MATYK EWICZ • RLM:jb Cl O r ? L_ ??t Clu.l? .kd..? 010--?C 3 ?O BEA BLOMWIST ' - TMOMAS HEOGES MqIOq ' CITY AOMINiSiRATOR TMOMAS EGFN MRRN PANRANTO CITY OF EAGAN µYCE BOLKE CIiY CLERN JRMES A SMITH THEODDRE Wr1CMTER 3795 PILOT KNOB ROAD couNCameMaeas EAGAN. MINNESOTA setxz . PNONE 454l100 May 28, 1980 - Mr. Joe Regan West End Fishing and R.R. 2, Box 293 Rosemount, MN 55068 r? l lw.Kt Hunting Club - QAQ.r_EL Re: Building Permit for a New Clubhouse/ est n unting & -FisKin-gZ.'Iub- Dear Mr. Regan: In official action that was taken by the Eagan City Council at a regular meeting held on May 20, 1980, a building permit to con- struct a new clubhouse for the West End Hunting and Fishing Club on unplatted property was approved. The action was taken on condi- tion that the West End Hunting and Fishing Club dedicate a forty foot half right-of-way to allow for the future construction and improvement of Gun Club Road. As you recall the original building permit for the clubhouse was issued by the Board of Supervisors of Eagan Township on June 6, 1961. At that time the minutes reflect a special use permit was granted with the restriction that the shooting be limited to two (2) nights a week and Sundays only. This provision has not changed by way of any City Council action and therefore is still a condi- tion. If you have any questions regarding the action taken by the City Council, please feel free to contact Mr. Dale Peterson, Chief Building Inspector, or myself at any time. Si erely, Thomas L. Hedges ? City Administrator TLH/hnd cc: Dale Peterson, Chief Building Inspector TNE LONE OAK TREE... THE SYMBOL OF STRENGTH AND GROWTN IN OUR COMMUNITY. A.", p io 6a."oa eio 8r0 informution. The Road Agreement and performance bond executed by Timberline Incorporated were submitted and executed by the Board of Sunervisors. D C,lThe application of the West Ehd Fishing and Hunting Club, Inc. J was `urther considered in the light of additional exhibite pre,enteO by applicant. Dpon motion duly made by Supervisor Trapp and secen- ded by Chairman Rahn, it was RESOLVED that aspecial use yermit be, aa:, the same hereby is, granted subject to the restriction that snz?:cing be limited to two nights and Sundays only, of eacn week; and it was FITRTHI',I2 RF.SOLVED tha't the accompanying application for a 3.2 beer license and soft drink license be, and the same hereby are, approved. Ur. Mitchell Jurdy appeared with a request for pe:mit to sRoot upon his own property situated in the township. Dr. Juxdy was ad- vised that the present shooting Ordinance No IX did not provide for • ??a? • ? STATE OF MINNESOTA INDUSTRIAL COMMISSION OF MINNESOTA SAINT PAUL 1 June 6th 1961 Arthur R. Aahn, Chairman Tamn Board oP Eagan Townahip Dakota County, Minneeota, kOlo,dgD( ,?'.,4?,`' 3& In roply refer to 196j Dear Mr. Rshn:- Re appliaetion West End Fiehing & Hunting Clab, Ino., to locate in Eagan Toi+nehip. In connection with application Por permie- eion to locate our Clnb in Eagan Townehip, whieh wae preaented to your Board at ite April meeting, enoloeed pleaee find Certifioatd ae to Charecter of our olub membere eigned by the 8t. Paul ChieP of Police and Commiseioner oP Public 9aPety of St. Paul, Minneeota. We are alao encloeing petition eigned by property ownere and rdaidente contignoua to the Earl Marotzke farm on w2bch-a oontemplate locating. We sre aleo attaohing fve your aoneideration application by the Club to sell nonintoxicating malt beoeragea in Eagan Townehip, whiah hae been approved by the 8heriff and County Attorney. We respectfully reoommend your favorable action on our applicati m e. I regret becauee of a prior commitment it ie imposeible for me to be preBent at tonight'e meet- ing. I am however entrueting this matter to our Club Preeident,I&jsxrTy Sohouveller and Club Treaeurer, (ierry Asar, who Nill represent the Club on thie oecae- ion. Youre truly, Harkn`esa ?' r•^' w+' n ? ••? ' .?p%£h8 ??? 401"citV oF eagan rxraicu E. AwAnA Ntayor rAut nAcKEN PEGGY CARLSON C,YNDEE FIELDS MEG 71[,LEY Cauncil Ivfemben Tf{ON[AS HEDGFS CiryAdminis¢amr Muninpal Cenrer. 3330 Pilot Knob Ruad Eagan..'v1N 55122-1897 Phone6>1.G31 4600 Pu: 651.681 4612 TDD: 651.454.8535 Maintenance Facility- 3501 Coachman Poin[ Fagan, MN 55122 Phone:65LGS1.4300 faz: 651.681.4360 TDD: 651.454.8535 www.ciryoFeagan.com August 22, 2002 ? i MS DAWN KLINE I DAKOTA COCNTY ASSESSING SERVICES ? 1590 HIGHWAY 55 HASTINGS MN 55033 RE: DAKOTA COUNTY WEBSITE REAI. ESTATE IYQUIRY SCREEN Dear Ms. Kline: Please make the following changes to the Dakota County website and all Dakota County records as needed: PID ? Correct Address Owner 10 03600 010 80 650 Gun Club Road West End Huntin- & Fishing , 10 03600 014 81 700 Gun Club Road Nloratzke residence : If you have any questions, please call me at 651-681-4695. Thank you. i i I ' Sincerely, anice D. Severson Office Supervisor cc: Mazy Ann Olson, Special Assessment Clerk Erik Slettedahl, GI5 Technician THF.LONEOAKTREE I 'Ihcrymkarlofstrcngth ? .md gruwdl m uur ? cummunirv ? PUBLIC WATERS RESTORATION ORDER Pursuant to Mimiesota Statutes, Section 1030.2372, and Miimesota Rules, part 6115.0255, the Commisaioner of Natiual Resoiuccs heceby orders the West End Hunting Bs F'nhing Cinb to restore the bed of I3nnamed Basin tl19-309W (aka Gum Club Pond) located in the SW 1/4 SEI/A Secrion 36, T27N, R23W, Ciry of Eagan, Dakota Counry (PID# 10-03600-0]0-80) at650 Gim Club Road. Findings of Fact: On 5eptember 19, 2065, DNR Area Hydrologist Pat Lynch inspected Unnemed Basin #19-309 W and confirmed thet shotgun shell cups/wads and clay shooting targets Lave accumuleteci in the wetland below the ordinary 6igh water level (OHW) in an azea approximately 220 fcet wide extending approyunately 110 feet north, as depicted on the ariached air photo. The prescnce of shooting matenal in the weUand appears to be the accumulation over a period of several decades of shooting. The materisl constitutes unauthorized fill in a public waters basin, and has resWted in ihe loss of wetland and damage to the aquatic vegetation. At an onsite meeting on September 30, 2005, several members of the West End Hunting & Fishing Club were advised by DNR staff of the fill violation and informed that wetland restoration and maintenance would be required per the issusnce of a Restoration Orda. Order: 1. You shall accomplish restoradon by doing the following: Remove visible shotgun shell cupslwads and shooting target material from an azea approicimately 220' by 110', as approximated on the attached air photo, and dispose of the material at a suitable upland site. Material must be removed to tbe aatural wettand bottom. 2. You must contact Area Hydrologist Pat Lynch at 651-772-7917 at least five days prior to completing the work required by this Order. The culmination of successfiil restoration is the issuance of a Certifrcate of Sadsjactory Restorafion from the Area Hydrologist. 3. The restoration work described a6ove must be completsd by March 1, 2006. 4. The West End Himting & Fislung Club shall, by December 31, 2005, submit to the DNR Area Hydrologist a plan to address continuing maintenmce/restoratian of Unnamed Wetland # 190309W wluch includes the frequency and method of material removal, contact person responsible for carrying out the plan, and method of material disposal. This Order is fiual and binding on you, unless, within 30 days of the date on which it was served on you, you appea{ the terms and eonditions of this restoration order to the commissioner by filing a written request for review. Please mail any such request to: DNR Waters, Violations Coordinator at SOQ Lafayette Rd., St Paul, MN 551554032. Violation of this order is a misdemeanor )?? crson Attachment: air photo delineating area to be restored DNR Issuance Record: Officer 9-, yr? Badge Number t- or, by certified mail on City of Fagan> Eric Macbeth ? Dakota SWCD, Brian Watson Gun Club Lake WMO C: DNR Enforcement Supervimr Wetland Enforcement Officer Area Hydrologist, Pat Lynch St. Paul PW Permits Unit 10 Zs' ??e Date lD ?s" ?? 1? D te I .u ,. ? - arta. fo 6- we5 r Gwet rvh,,,l R? .?'Tn nmm , ? Fishiyn i.-+ O T1G O I?? -----Original Message----- From: Eric Macbeth Sent: Tuesday, January 03, 2006 7:44 AM To: Jon Hohenstein; Russ Matthys Subject: FW: Restoration Order, West End Gun Club, Wetland #19-309W FYI, Jon & Russ. Eric Macheth Water Resources Coordinator City of Eagan 3501 Coachman Point Eagan, Minnesota 55122-1211 Phone:(651) 675-5300 Fax: (651) 675-5360 Email: emacbeth@cityofeagan.com WWW: http://www.cityofeagan.com/live/page.asp?menu=1684 -----Original Message----- From: Pat Lynch [mailto:pat.lynch@dnr.state.mn.us] Sent: Friday, December 30, 2005 9:35 AM To: tdepauw@hmcc.com Cc: Eric Macbeth; watson@co.dakota.mn.us; Cathy Hamm; Dale Homuth; Jason.R Peterson; Marty Book; Ron Anderson; David.Johnson2@ecolab.com Subject: Restoration Order, West End Gun Club, Wetland #19-309W Tom: As requested in your December 28, 2005 e-mail to me, an extension to the date by which the West End Gun Club must submit a plan to for ongoing maintenance/restoration of unnamed wetland #19-309 is acceptable. You requested an extension of 30 days from the date of completed material removal. The original Restoration Order dated October 25, 2005 requires material removal by March 1, 2006, thus the revised due date for submittal of the plan, as required in item #4 of the order, is extended to no later than April 1, 2006. This e-mail exchange will suffice to address the matter within the timefreme expressed in the original order. I am out of the office next week, but will send a formal letter amending the Order upon my return. I appreciate the cooperative manner with which the Club has approached the required restoration. Please call or e-mail (today) if there are any immediate questions or comments, otherwise I will be back in the office January 12th. »> <tdepauw@hmcc.com> 12/28/05 10:48 AM »> Good morning Pat. After discussion with some of the board members at West End Hunting and Fishing Club we would like an extension on item number 4 on the restoration order for several reasons. First, at this time we do not feel we have enough information to create an ongoing maintenance plan due to the fact the removal has not been completed. Second, due to our lack of experience in this arena, once the removal has been completed we would like to work with DNR to develop a plan that meets the needs of everyone. I would like to request an extension of 30 days from the completed removal. Our intend is to fully comply with the Restoration order. We are currently finalizing our choice for the contractor that will perform the removal. I will contact you when we have set the start date. Thank you for your consideration, please contact me with any questions or concerns. Due to the time constreints, please confirm your receipt of this message. Tom Thomas K. DePauw Vice President and CFO Harris Companies Phone 651-602-6642 Fax 651-767-9725 66o C3uAn Cl u,b 94 SEVERSON, SHELDON, rn N ? 1? DOUGAERTY & MOLENDA, P.A. S[31TE 600 7300 WEST 147? STREET APPLE VALLEY, MINNESOTA 551247580 (952) 4323136 TELEFAXNUMBER (952)4323780 E-MAIL bies@sevefsonsheldon.com MEMORANDUM TO: Michael G. Dougherty, City Attomey FROM: Ryan J. Bies, Assistant City Attorney Michael D. Klemm, Assistant City Attomey DATE: May 21, 2008 RE: West End Gun Club Our File No. 0206-27792 Baclt¢round On May 7, 2008, Manley Brothers Construcrion, Inc. presented to the City an Awustical Field Test Report asseRing "[t]he current sound levels at the West End Hunring & Fishing Club in Eagan, Minnesota were above the maximums allowed per the Minnesota State Statute, 87A, noise rules." The City inquired of our office as to what if any altematives or liability the City may have regarding the alleged noise violation. Shootin¢ Ran¢e Performance Standards and Noise Standards The Shooting Range Protection Act (the "AcY") became effective May 28, 2005, and is codified at Minnesota Statutes Chapter 87A. 1'he apparent purpose of the Act is to enable shooting ranges to operate despite noise and other negative impacts on surrounding land uses, provided they comply with noise and shooting range performance standazds established pursuant to the Act. Minnesota Statutes Secuon 87A.02, subdivision 1(a) (2007), directs the Commissioner of Natural Resources to develop and adopt shooting range performance standards that are "in compliance with" the noise standazds set forth in Section 87A.05. Minnesota Statutes Section 87A.02, subdivision 2(2007), provides that the November 1999 revised edi6on of the National Rifle Association's Range Source Book: A Guide to Planning and Construction (hereinafter the Michael G. Dougherty, City Attorney May 21, 2008 Page 2 "NRA Standards") shall serve as the interim shooting range performance standards until the Commissioner adopts shooting range performance standards under subdivision 1(a). On May 19, 2008, Chuck Niska of the Minnesota Department of Natural Resources informed Michael Klemm that the Cominissioner has not yet adopted shooting range performance standards, so the NRA Standards are still in effect. Mimiesota Statutes Section 87A.02, subdivision 2, does not address whether the NRA Standards are "in compliance with" the noise standards set forth in Minnesota Statutes Section 87A.05. Regardless, the noise standards set forth in Minnesota 5tatutes Section 87A.05 stand on their own. Minnesota Statutes Section 87A.05 (2007) provides: Allowable noise levels for the operation of a shooting range are the levels detetmined by replacing the steady state noise L10 and L50 state standazds for each period of time within each noise azea's classificadon with a single Leq(h) standard for nnpulsive noise that is two dBA lower than that of the L10 level for steady state noise. The noise level shall be measured outside of the range pmperty at the location of the receiver's activity according to Minnesota Rules, parts 7030.0010 to 7030.0080, as in effect on May 28, 2005. For purposes of ttris sec6on, "Leq(h)" means the energy level that is equivalent to a steady state level that contains the same amount of sound energy as the time varying sound level for a 60-minute time period. "L10" means the sound level, expressed in decibels and "A-weighted" to adjust for the human response to sound, which is exceeded 10% of the time for a one hour survey, as measured by test procedures approved by the Commissioner. Minn. Rule 7030.0020, subp. 7(2007). "L50" means the sound level, expressed in decibels and A-weighted ("dB(A)"), which is exceeded 50% of the time for a one hour survey. Id. at subp. 8. The allowable noise level is based in part on the "noise area classification" for the land use activity at the location of the sound receiver. The noise area classification for land use containing household units is noise azea classificafion 1, and the corresponding daytime L10 and L50 sound levels are 65 and 60 respectively. Minn. Rule 7030.0040, subp. 2(2007). Pursuant to Minnesota Statutes Section 87A.05, for purposes of evaluating noise from a shooting range, the L10 and L50 standards aze replaced by a single Leq(h) standard that is is 2 decibels lower than the L10 standard, so the applicable standard in this case is I.eq(h) 63. AccousHcal Test The Acoustical Field Test Report from Architectural Testing asserts that testing was conducted on a residential lot at 650 Gun Club Road for three successive hours on April 20, 2008. The Report states that the Leq(h) sound level for each of the three hours were 65.7 dBA, 64.9 dBA and 693 dBA, above the maximum permitted sound level of Leq(h) 63. We have not researched whether or not the test procedures used by Arcliltectural Testing are approved by the Commissioner, or whether the test results are valid. For the purpose of tlvs memo, we will assume that the test was properly conducted and that the test results aze valid. 5.VeasoK m DW?dMOLtNDMp? Michael G. Dougherty, City Attomey May 21, 2008 Page 3 Analvsis 1. The Gun Club May Be Subject To A Naisance Action, Bnt There Is No Basis For A Nuisance Action Against The City. Minnesota Statutes Section 87A.06 (2007) pmvides: A person who owns, operates, or uses a shooting range in this state that is in compliance with shooting range performance standards is not subject to any nuisance action for damages or equitable relief based on noise or other matters regulated by the shooting range performance standazds. This section does not prohibit other actions. Thus, if the acoustical field test report is conect, and if the interim shooting range perfortnance standards are deemed to include the noise standards under Minnesota Statues Secrion 87A.05, then Section 87A.06 does not bar the developer or homeowners from bringing a nuisance action against the Gun Club. However, the Gun Club may have defenses against a nuisance action. To the extent the City does not "own, operate or use" the shooting range, there is no appazent basis for a nuisance action against the City. H. The City Did Not Violate Minnesota 5tatutes Section 87A.04 By Approving The Homestead Village Development, Even If The Development Caused The Shooting Range To Be Out Of Compliance With The Noise Standards. Minnesota Statutes Section 87A.04 (a) (2007) prohibits the City from approving any change in use, new development or construction of a structure on properry within 750 feet of the perimeter pmperiy line of an outdoor shooting range if such change in use, development, or construction would cause a shooting range in compiiance with Chapter 87A to become out of compliance. However, Section 87A.04 specifically exempts uses, developments and structures in euistence or for which appmval has been granted by October 1, 2005. The Preliminazy Planned Development Agreement for Homestead Viliage was recorded on May 9, 2005, and the Final Planned Development Ageement was recorded with the Plat on September 23, 2005, so the Homestead Village development is exempt from Minnesota Statutes Section 87A.04. Furthermore, both recorded documents contain Condition #9 providing "A notice of the existence of the gun club, its noise and hours of operation shall be included in the recorded planned development agreement, and in the developer sales materiai, which materials shall be submitted to the City for its approval." Minnesota Statutes Section 87A.04(b) (2007) pmvides protection to shooting ranges in connection with a change in use, new development, or construction on property within 750 feet of the perimeter pmperty line of an outdoor shooting range: A change in use, new development, or construcrion of a structure subject to ttris section may be approved if the person seeking the appmval or, at the discretion of the governing body, the approving authority agrees to provide any mitigation required to keep the range $KN90N, $=LpONl OOOCeE0.iY & MOI.Lmfth P.A. Michael G. Dougherty, City Attorney May 21, 2008 Page 4 in compliance with this chapter. The person requesting an appmval subject to this section is responsible for providing documentation if no mitigation is required under this section. Failure to pmvide the documentation or any mitigation required under this section exempts the range from being found out of compliance with the shooting range performance and noise standazds of tlus chapter with regard to the property responsible for the mitigation if the failure to pmvide the documentation or required midgation is the sole basis for the range being out of compliance with the shooting range perfomiance standards. Any action brought by the owner of the property against the range is subject to section 87A.06 [irnmunity from nuisance actions]. With the permission of the range operator, any mitigation required under this section may be pmvided on the range property. Minnesota Statutes Section 87A.04(b) does not apply in this case, because approval for the Homestead Village development was granted by October 1, 2005. However, it illuminates the current public policy on this issue. III. The City Is Required To Allow The Gun Club To Conduct AddiHonal Shooting Activities Even If The Gun Club Is A Nonconforming Use, Provided The Gun Club Is In Compliance With Noise And Shooting Range Performance Standards. Minnesota Statutes Section 87A.03, Subdivision 2(2007), provides: A shooting range that is a nonconforming use shall be allowed to conduct additional shooting activities within the range's lawful property boundaries as of the date the range became a nonconforming use, pmvided the shooting range remains in compliance with noise and shooting range performance standards under this chapter. The apparent purpose of this section is to create an exception to the general rule that nonconfornvng uses may not be expanded. This section does not require the City to pmhibit a shooting range from conducting additional shooting activities in any event. IV. The Gun C?ub May Compty With The Noise Standard While Serving Its Current Patrons By Eapanding Its Hours Of Operation And Reducing The Sound Level. Minnesota Statutes Section 87A.03, Subdivision 1(2007), provides: A shooting range that operates in compliance with the shooting range performance standards must be permitted to do a11 of the following within its geographic boundaries, under the same or different ownership or occupancy, if done in accordance with shooting range performance standards: (1) operate the range and conduct activiries involving the discharge of firearms; SMMr.sM?n, Wura(tan&MO?MPA. Michael G. Dougherty, City Attorney May 21, 2008 Page 5 (2) expand or increase its membership or opportunities for public participation related to the primary activity as a shooting range; (3) make those repairs or improvements desirable to meet or exceed requirements of shooting range performance standards; (4) increase events and ac6vities related to the primary activity as a shooting range; (5) conduct shooting activities and discharge fireazms daily between 7:00 a.m. and 10:00 p.m. A local unit of government with zoning jurisdiction over a shooring range may extend the hours of operation by the issuance of a special or conditional use permit; and (6) acquire addifional lands to be used for buffer wnes or noise mitigation efforts or to otherwise comply with this chapter. The Act provides the Gun Club with the legal right to expand its hours of operation, if the Gun Club operates in compliance with the shooting range performance standards. By expanding its hours of operation, the Gun Club may be able to bring the noise level into compliance with the statute. If the Gun Club brings the shooting range into compliance with the noise and performance standards, then the Gun Club will be immune from nuisance actions, pursuant to Minnesota Statutes Section 87A.06. 5EV1P90rv,bElLWN, DOUCXEaIV &MOLENDhPA• Use BLUE or BLACK Ink For Office Use I Permit I Cit... of Eatan I Permit Fee: I 3830 Pilot Knob Road I I Eagan MN 55122 I Date Received: Phone: (651) 675-5675 j Fax: (651) 675-5694 staff: I _ 0~2012 COMMERCIAL BUILDING PERMIT APPLICATION , f Date: MPM k6,210%2-Site Address: 4,aQQ QL~ ~t~5 Low.-)e- 60~ NW '55 ---5 TenantName:W~~% CL va (Tenant is: _New/ \/Existing) Suite Former Tenant: Name: WeS f CAD IPA ~-A /u ~tVJ~Ti.n-6 CLJ)).Phone: 65k-47- 2-2-1 PROPERTY OWNER Address/ City /Zip: 4999 &1'DCW-SN w La tam ~ G m k,\ 5'5%2--z'> 1 Applicant is: Owner X Contractor TYPE OF WORK Description of work: Q4L AC.t; N-A EJR k S7 w to Q-4 I O -001` t~ Construction Cost: 4 Name: IN00k- N OW t-i License CONTRACTOR Address: City: State: Zip: Phone: Contact: Email: Name: R> ~ ~iar~~1QS1- Registration ARCHITECT/ Address: City: ENGINEER State: Zip: Phone: Contact Person: Email Licensed plumber installing new sewer/water service: Phone NOTE. Plans and supporting documents that you submit am considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.goaherstateonecall.org 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 hich requir s a r view and approval of plans. X Applicant's Printed Name App i nrs Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation _ Public Facility _ Exterior Alteration-Apartments Commercial / Industrial _ Accessory Building _ Exterior Alteration-Commercial _ Apartments _ Greenhouse / Tent Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES New _ Interior Improvement Siding _ Demolish Building" _ Addition _ Exterior Improvement Reroof _ Demolish Interior Alteration _ Repair Windows _ Demolish Foundation Replace _ Water Damage Fire Repair _ Retaining Wall Salon Owner Change *Demolition of entire building - give PCA handout to applicant DESCRIPTION ,~y n Valuation Ci 0 0 Occupancy I~ MCES System Plan Review Code Edition 2 "D AMC- SAC Units (25%_ 1000/0~ Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction Q Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation Other: Drain Tile Pool: -Footings -Air/Gas Tests -Final Roof: -Decking -Insulation -ice & Water -Final Siding: -Stucco Lath -Stone Lath -Brick Framing Windows Fireplace: -Rough In -Air Test -Final Retaining Wall Insulation Erosion Control Meter Size: Final C/O Inspection: Schedule Fire Marshal to be present: Yes Z<No Reviewed By: , Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee Water Quality Surcharge Water Supply & Storage (WAC) Plan Review Storm Sewer Trunk MCES SAC Sewer Trunk City SAC Water Trunk S&W Permit & Surcharge Street Lateral Treatment Plant Street Treatment Plant (irrigation) Water Lateral Park Dedication Other: Trail Dedication Water Quality TOTAL Page 2 of 3 City of Eaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675 -5685 Email: planninuAcitvofeagan.com 2011 ZONING PERMIT APPLICATION Please submit a set of scaled drawings with the application. E 11112 Ito Yi , "hy AritiA Phone:tduS; 1.93 4 )4/4' / �� o,�Ly y �►1� City /State /Zip: 4/9-01 kip $Ij Date: r - )c—,)_())/ Site Address: ❑ Retaining Wall <4 feet ❑ Driveway ❑ Other: ❑ Patio ❑ Sport Court 47u { to? , ❑ Sidewalk Fence J/ )NU1 6A-/ iIRiue t, 4k.' e s (A) I "v S O e. 1 r Sly! ;-/- " n 0 , 7 id ie Description of work: NA Fkoh f 1)V O 4 j � � 4 / vt)1 " d� PLANNING Setbacks, hard surface coverage,'.shoreland zonini No Date of Approval: / /a ')/// Approved: Notes: _ Cl �( I t mac._ --I+ 4_ r v e(.) To ot.? Lk 2 t i . Revised Plans Approved: Yes / No Date of Approval: . ENGINEERING Grading, drainage,` utility Basemen Approved: Yes / No Date of Approval: Notes: Revised Plans Approved: COMMENTS Yes / No Date of Approval: bluff zone /setbacks, etc. Staff: Staff: Staff: For Office Use Permit #: 42 0 9-6 Date Received: Staff: l` -7> -A . ��` v‘..--Q ret vlC•i c i?o d iYU �ij/ Si i4ti fr ( Lc..) (_CicJ s, wetlands, erosion control, improvements in t e Right= of- Way"etc. • G: \Building Inspections \PERMIT APPLICATIONS\2011 \2011 Permit Applications k (iq PERMIT City of Eagan Permit Type:Building Permit Number:EA116186 Date Issued:10/03/2013 Permit Category:ePermit Site Address: 4899 Brooklyn Lane Lot:001 Block: 080 Addition: Section 36 PID:10-03600-80-010 Use: Description: Sub Type:Reroof Work Type:Replace Description: Census Code:434 - 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 by law in ALL single family homes . John Miller Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 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 - West End Hunting& Fishing 4899 Brooklyn Ln Eagan MN 55123 James Barton Design Build Inc. 5920 - 148th St W #100 Apple Valley MN 55124 (952) 431-1670 Applicant/Permitee: Signature Issued By: Signature Nov. 9. 2015 12:31PM No, 0956 P, 2 � ' - LCI ` Use BLU�o�BLACK Ink ��`-' �-----=-----------Y C� � For Office Use � '� j (� I � � � j Permi�#: / �� / � � '�i�� Cit of Ea0a� ; . . /�� , Y 6 , perrm�Fee: � — V , 3830 Pilot Knob Road �� Eagan MN 55122 � Date Recelved: �� j Phone: (651)675-5675 RECEIVED Fax: (651)675-5694 � ��. I I NOV 0 91015 !-----------------� 2015 CI�MMERCIAL BUILDING PERMIT APPLICATION Date: �� Slte Add�sss: L'��"��''(�� ,n �G1,ri� Tenant Name:.�/�'C��—v� �'u�'1 cJ� (Tenant is:_New I vE7clsting) Sulte�: Forme►Tenant: y'n,��.� .,,,;.i;,>,..•�s:,p�, �.;;.,,:•,.,..�:�, ;ait';�jf�ik,:r"'t.S1�lS;'t;,;•;:;'�4::"•::.,.^.)i:;i � ''��n:u�^'?�� r1c��7PfOi '� � � �� phone: �, ��.• ,�� y'�N��;t;cnrv Name: 5�'t:J'�+i1 .,, ,. � ; .vii Ss:::�ti, "F��:: #� tl��; .,;,� �e �'a1.i��,y�' � n /� l , c "•°� ',� ��',. ��R�"` Address I City!Zip: � � �C.. � �j �7 I �:�`•u • � Q O� 1"Y ✓Y1/1 �/4P 1.,v�*/` �-/`QJ��T� _.�! "• �S�i +;n'�r'�'' ga �;z:;�:„ � _ ,,� a?�'`�� ,e�a:. ? � &�f ��r,�'Y. z ai t � ;�yi��p'` :d�S"ti ��' W � A IiC2nt Is: Owner ContrsCtor P •::.�H'�i�fi�:?�'i+�.�sx+a'�i��.;",.��.'•3�i:'': qP 'y %,N,~(',�' �i�'� �;y�y � � :i>'^iN ,*y.pry:;; 3{t�. i ,: ,.;�?:,,., �.,. ; ' �, �,�.e��'"' s�sr�� . Descriptionofwork'1�,��iL�a�-(e� cr 1�l r wa11 Av,c4,orS �, s�rl��.ltre (`-s,,n��-ro� ��.., x �.:{:3� ;�p�. ;'r'.� r .J/1 :�:;,.�ro'?,. ;�;��r, +��,; ,vr�.�,.,• ,:. a.' ,"�:��a?�;'ti�:;v�,;xM r;��'��'x�'1;� Construction CosC: ��d D 0 .Ca b �. ,� ��:1, „•w M . :�<< ' ��r•�g�i�r ,; �B'�k'is»: ...�':,�::' .?ai �r;,Y;f',+Y::. !� �?,��. �+ � ��'i�•" '� ^�%';;`y3"s:'=; � ��✓'C I f1/n� fOn S�a r Ft�eik.�License#: 1,�� ?S� �"��. � (l'ie,, 'a�'e,x.` Name� /IQ✓C� �'• �ct.��t;,. ��5''+�i.:��..�.,�;.r!,.xti 1',.�:.:�w�',3tfn'":� '{r,:`�:;r rs( ,• 3r�.. k.,. a�� 'y �. ,� �e,�>,'�� • �;f.,"... f', * L/ „ :". :�:�<°y`� � 3� `«',�u�"°�� Address. 1�[� �o15EcL.. Or n,F_ Cit a ��: r �:;a;:�„��-; '1 1 y� ��;��,,��..;; ,� �ja ��;,> �M��',�~� °�'`,�' ;t�'�'�'""��: State; n�� z� ssa 3 Phone� S�0 29 399� � , ;�,�� 6 �� - S�.hi:��, �.C' .�,h r,�{f•t.�;,�,�::�;.. p• �4;s,i�.�.:y'. , �;r ..�--7 , ,�, �; ,�::,:.;�i� ` �� :� s;�:�;.:'•; �:;:�a-.,,�.� � e %i r.r w3 t�•�,�,�,�.�5�• .� � :F;��>,,;-;�€:...��k;�w��.�: Confact: Email: M � I nna✓a�-i,rc Fsw, Co,r. ..s:r�£.a.:tt�.:� a., s ��,,.. ��:?�... '�":.�; •�ro..;,, ,�.::.i. s.r::��' �;,,.. rwr%�` '�„;��,.,.. �,. �;:"�, r ;�y,l.,eC di ,�s�,.!�`a:y3;f,�``;;'��..,i e� s .s '�1�'°�.�. 'Y:✓. p�'..F;.�J.,ax C. �;;,:��:a� ��.� t�K Name: �O•v1 r+1an '�a►1 n«�i nS Registratlon#: K �, �� "� .•��'`�„��;&:" ��••>kas"•�+:�' t^;""� �s, , 4" �,�� :.�a'r�:,,r;; T . �', o '�i;i�+�':�,:�:K'��',t^'.��,e. �';:��., �1��';°�,�;:'". `v:�� s,�:�'�i�?�;��. Address' C.ItY: ;�.��Yif»�',i:'i ,4t �n'AY:'�«�'wa'u•a�`� �,� t��.��,. ��s�w� Fd:•: �p '�:" '��'��y{'�:.�y�".�'i,+=:!9�fY ��:'�`+�,��7''w'F�?�'�;:�:;:i''�et^w.�;.';i�:�.�,�y; Stale: Zlp: Phone: f•:,.. W`'��i.,,�.r.R 7jw,�;i...',••;�;;s�:��:�x;:�.:i;.,.::s, - �,A a�•y. ;�tio:,...,+•`�:�Ml,�,i+,4ir:ty'!:;'r:i!,.. � ��1i(C k+M�• �r i.� . .. . i�'4� ik%'S.:' p ;�;';A•��7'i... .Y'�''�iC•!:•yi.:i!u i :�r�s��.,;a:;°,.,��;,"Y,�,;,;;,., Contact Person: �mai(: .,�>...ki,. e�;...::• — Llcenssd plumber installing new sewerlwater servlce: Phone#: .. Y4lI".I;:AYSxY;4'e,..'yS'YY. ' .10Y.: .A:M�, :,.ni.•.,�n.. >,«�•:a w:�- � nr rc•�d ..:�a• ��r:r,:+ i.'g ;rn •...��•�. :;; • • /q • . ,,�� a". w � ;.:,R�a �,y�.�„d.,�. ..., l+9atlocu`r�i'ep" :th,� ;su�� ..,�, Q o ,F.'::;�. Q � � ,«. ��,.,., �r•:. �. .�.r .►!E4;.OflS�PdQ� d:�„O„�' .,�n� /y�,(�:� ;.�°!/1 Q/��,�;;'�A;4''..QlS:',,.�„�r :��' � �1�, ",.�::3�:+JT."ia� ;�s:��r•a:,n.,�»,., f�w;.C" �"'%.,r ' ��.,k�iW�i� ��.",�" "�}" �:e�!: ,�..s� 1�r,:b .en 1; a�••:F�a�.� �� :.*;� `��'.�,�:ki; N�•.::��:• �ry�°�r, ��•,,O "�?1 �'i'P p�r,:,i. /� ��"ry`'p,t�e,� � M�, 'S`i T '`�vAyi . .'ro, b>. s�t 1..� n�' ?.... .�+,,. :>:� [�� t!„�;��,��. f,�' ` l�s�� ;�`�'�;p , �: .� '��v`�; k!�(��s� clflc�.rea�p%��?�:�yo(�lQt<�}e,,,�,ry,.►�,.fhe:'G!t�X9s��.��<; a. w.,vw M .,,,!T,!C.:::i�'r"!:i � '�+ � ,rL!,,.:..�r,�, ...' y -G`f�.' ;• !p >fr: �r,..,,.,' v;.. :r.. 5 �.>,. �.�?�?�':,a;.�1�, y.a.....�.';:".!;ya��::Xr„„a•, �,"a�. J%�;5' M'?{. ,�w ,::.,��. "'+�aL�' f�,;�Ya's ,y ,;.*. � ,.o .,�: f '',��,o�';,>• n.`.�„�v,,,}'�� •e>:i:n;�";F`��!,�k;.: ;��t.ry�.'.T,��,.i� .`�i�i. ,<.• vy;;<q �'.:•.pR r.v.,,:y. �,;�hi�E:;g...:...: .:,,�n S!1'•":'ar•„ •`:.�.�•. ,••iu:t„>,�, ,;:p:, , ..:. ...:v�;• ��F� w+N�o. �..�,a;•'�:�.��f.,,...�...,....,.�:r.:�s,',:6a:v...»,�.'•::��r:a:•.�.., :.,�:.t FQO/IOII/�8.�...�..c�k ..��: ./!Q;�C/,.�.'�,�@":S�C�@l�7yBp,�` .r'k.i�.:��i;:�l�,' t:ti.`r,..� t. . ..e• CALL BEFOR�YOU DIG. C�II Gopher State One Call at(651)d5d-0002 for pmtecaon sgainst underground utility d�mage, Cali 48 hours before you intend to dig to recviv0 locates of underground utllities, vwvw.aonherstateonecall.orq I he�eby acknowledge that this in(ortnatlan Is complete and accurate; that the work will be in conformance with the ordinanees and codes of the City of Eagan;that I understand this is not a permit,but only an applicahon 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 whleh requirss a review and approval of p)ans. �� X d G Applicant's printed Name ppti nt's Signature page 1 of 3 No�, 9, 2015 12: 37PM No, 0956 P, 3 . �V ' �- ��D��t��'l �-61 . � `5��7 lc �� 1� � DO NOT WRI7E B�LOW THIS LIN� SUB TYPES Foundation Poblic Facility � Exterior Alteration-Apartments fCommercialllnduslrial _ AccsssoryBuilding _ �ctsriorAlteration-Commercia( _ Apartments _ Greenhouse/Tent ,� Exterior Alteration--Public Facility Miscellaneous AntAnnae WORK TYPES _ New _ Interior Improvement _ Siding _ bemolish Building'" _ Addltlon _ �xterlor Improvement _ heroof _ bemolish interior _ Alteratton �Repair _ Wihdows _ Demolish Fo�lndation _ Replace ,� Water Darnage ^ Fire Repair ,,,� Retaining Wall � Salon OWner Change *Damollllon oF ankire bultding-glvs PCA handout to appllcant DESCRIPTION ap Valuation (p��DD �ccupancy -� MC�S System - Plan Review 4�S Code Edi�ion d��C_., SAC Units T—� zonl�g Clty Watar (25%_100%_) �� Census Cvde Stot'les �—'-- Booster Pump �"' �!of Units Square Fset PRV #oi Buildings Length F1re Sprinklers ' Type of Construction �_ Widri� ---`"�� REQUIREd INSPECTIONS Footings(New�uilding) � SheeErock Footings(beck) ��inal�C.O.Ftequired Footings(Addltlon) ✓ FinallNo C.O.Required f Poundatlon Other: Draln Tlle paol:_Footings _Air/Gas Tests _Final Roof:_Deck)ng _Insulatlon _Ice d Water _Final Slding:_Stucco Lath _Stone Lath _Brlck Framing � Wlndows �ireplace:,�Raugh In Air 1'est _Final Retaining Wall � Insulation Erosion Control Meter Slze; Goncrete Entrance Apron Final C/O Inspection�Schedule Fire Marshal to be presenE: Yes �No Reviewed�y, � , Bu1lding Inspector Revlewed By: ,Planning COMM�RCIAL FEES Base Fee j��, '7� Water Quality Surc�►arge �, Of) Water Sampling Fee Plan Review , 02 Storm Sewer Trunk MCES SAC Sewer 7runk CPty SAC Water Trunk S&W Permi�&Surcharge Str'e�t Lateral Treatmeht Plant Street Treatmeht Plant(Irngatlon) Water Lateral Park bedication Trail Dedication Othar: Water Quality TOTAL � �a"�' � , Page 2 of 3 4 City of Eaaafl 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECEIVED FEB 1 0 Use BLUE or BLACK Ink For Office Us Permit #: Permit Fee: Date Received: Staff: 2016 COMMERCIAL BUILDING PERMIT APPLICATION Date: 2/11/2016 Site Address: 4899 Brooklyn Lane, Eagan, MN 55123 Tenant Name: West End Trap Club (Tenant is: New / ✓ Existing) Suite #: Former Tenant: Architect/Engineer Name: West End Trap Club Phone: 651-423-2429 Address / City / Zip: 4899 Brooklyn Lane, Eagan, MN 55123 Applicant is: ✓ Owner Contractor Description of work: Restroom expansion and remodeling, HC code upgrade Construction Cost: $25,000 estimated Name: Address: State: 01 l rJ Zip: Contacts 1 l) a„-1.31-• License #: k) v r'2 \' Av . City: Y e4 / b Com ` C Phone: C9 ° 3W 1, 'F 3 f r�I i� Email: t kU .` Cv �Name: CNH Af shite Registra on #: 21234 Address: 7300 W. 147th Street, Suite 504 city: Apple Valley State: MN Zip: 55124 Phone: 952-431-4433 Contact Person: Quinn Hutson Email: qhutson@cnharch.com Licensed plumber installing new sewer/water service: Phone #: NOTE: Plans and sup, the information may ! ng docui conclu tyou sut rbli,c.I ;Idered to ba public Int c ..� _. . would! rde CALL BEFORE YOU DIG. Call Gopher State One Cali 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.aopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name Pp Vs Sig Page 1 of 3 zig7 O NOT WRITE BELOW THIS LINE /3C-034 SUB TYPES _ Foundation /Commercial / Industrial Apartments Miscellaneous WORK TYPES New Addition `/Alteration Replace Salon Owner Change DESCRIPTION Valuation Plan Review (25%_ 100% Census Code # of Units # of Buildings Type of Construction Public Facility Accessory Building Greenhouse / Tent Antennae Interior Improvement Exterior Improvement Repair Water Damage REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Occupancy Code Edition Zoning Stories Square Feet Length Width Drain Tile Roof: _Decking Insulation Ice & Water 1%Framing Fireplace: Rough In Air Test Final Insulation Meter Size: Final Exterior Alteration—Apartments _ Exterior Alteration—Commercial Exterior Alteration—Public Facility Siding Demolish Building* Reroof Demolish Interior Windows Demolish Foundation Fire Repair _ Retaining Wall *Demolition of entire building — give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Sheetrock Final / C.O. Required nal / No C.O. Required Other: Pool: Footings Air/Gas Tests Final Siding: _Stucco Lath _Stone Lath Brick Windows Retaining Wall Erosion Control Concrete Entrance Apron Final CIO Inspection: Schedule Fire Marshal to be present: Yes // No Reviewed By: A4, -k - , Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality 4613, o0 a SO Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL: Q q 95 - Page 2 of 3 ty of Ea u 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use 16(Permit #: Permit Fee: (1,I5� Date Received: 3 � - 1 (.O Staff: 2016 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two (2) sets of plans withlall commercial applications. 3 z / Date: / �/ G Site Address: �/ �l ,eroole/l,�� /) G Tenant: G-ve,./174- ,�)-je:a 6 r -t C/ Suite #: Pro er'ty r Name: Phone: tltraCt yx �State: Name: 6 rail -7 aJ rXG--e- License #: it O' / 95 / Address: .<-/1 %/4i (/ /k1 d" -City: Jlf /Il i /U.1 Zip: 5540 Phone: bJ /S3737 Email: .� Wt) yp r 11 _ New Replacement Repair Rebuild Modify Space Work in R.O.W. _ _ _ Description of work:/-toca ty /Pp J '» f.1J /L -o, - 1 / 7 t -e s�' Permit 7 e yp COMMERCIAL New Construction Modify Space Irrigation System (_ yes / no) (_ RPZ / PVB) _ _ • Rain sensors required on irrigation systems Avg. GPM (2" turbo required unless smaller size allowed by Public Works) _ Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? _Yes _No Flushometers _Yes _No COMMERCIAL FEES $60.00 Permit Fee Contract Value $ 3r227 ' x .01 r Minimum �" LOC $60.00 PVB/RPZ Permit Surcharge = Contract If the project valuation = $ Permit Fee (includes State Surcharge) -'. Surcharge = $ 1 j Value x $0.0005 % is over $1 million, please call for Surcharge = $ l ' TOTAL FEE Following fees apply Contact the City's Engineering when installing a new lawn irrigation system $ Water Permit Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge = $ TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. \ 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 pls. xCry Z`F/c._Nrce Applicant's Printed Name OR OFFICE US t Inspecti©i elated Applicant's Si nature omete Page 1 of 3 d*bCityofEaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: 0 31) Date Received: Staff: L 2016 MECHANICAL PERMIT APPLICATION ❑ Please submit �two �(2) sets of plans with all commercial applications. t Date: Site Address: `t" 0 P 060/C �-Z' %r/bit) Tenant: Suite #: Phone: CS/—c 23--2LZ Name: l 7, + S (,(IJP L�%i`k1/p•o-+9 /{?& V.14 L LLe_t_icense #: ? 4 Od 7- X'3 Address: / l.�Z..G'/7 f7 / State: 04,1 Zip: f f % 0 Phone: !o / 27 6/ - 1C3 Contact: -5c o r 7 C1 /01(*i ids Email: New Replacement Description of work: I-NSfl ( / rE: Roy Code. Pie RESIDENTIAL Fumace Air Conditioner _ Air Exchanger Heat Pump Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit, includes State Surcharge $100.00 Residential New, includes State Surcharge Additional Alteration Demolition 91-VEI.rr Fd/4-2 S/Yioo sem✓ i mechanical equ r t to required to be st ned by City or for i formation. on p pra scr ning meth s. . New Construction Install Piping Gas GOMMERL Interior Improvement Processed Exterior HVAC Unit Under/Above ground Tank ( Install / _ Remove) COMMERCIAL FEES $60.00 Permit Fee Minimum $70.00 Underground tank installation/removal Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge $ TOTAL FEE Contract Value $ 60 x .01 $C(> ° Permit Fee = $ 30 Surcharge 2 ° v TOTAL FEE 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. x SC(I (I"-DLi/c,1A-)0(3z1 Applicant's Printed Name X App rcant's S naiiure FOR OFFICE USE Required inspections: Underground igh In Reviewed By: Test In-fioor He HVAC creaming 411° City of Eapn 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 MAY 2 7 2016 Use BLUE or BLACK Ink\1�; For Office Use V/ ( Permit #: / / Permit Fee: t� Date Received: Staff: 2016 COMMERCIAL BUILDING PERMIT APPLICATION Date: 5 • 2.1 •?.014 Site Address: 49° - k.t.yA1 LAS , SAN J Tenant Name: (Tenant is: New / Existing) Suite #: Former Tenant: Phone: Address / City / Zip: X9_9 the()14L%- N Ltd 4 6A6.A /moi , MJ4 & Applicant is: X Owner Contractor Description of work: f11)P60104110 ^' Construction Cost: 1 1 D l 6* • 60 Name 04w.A4 0 ti.levrom gj(' License #: tt ,, -- ,, City: A11.tiJ€ esJJ . State:'MN Zip: S5 641 Phone: / 1-10-3S4 �J Contact: i Rat•Ut40 Email: .*Ole ber' lV o • Gam Address: !464q O sJt Cid AVE Name: C N 44 Atc44 r ecas A 1 c. &• ,/ Registration #: Address.' b W. 14-Otsr. JI1E 5 tCity: st o p E Vey State: MN Zip: 5%14. Phone: 4%1-473i. 44n Contact Person: Email: &o"rst:44 Q 04 • Licensed plumber installing new sewer/water service: Phone #: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions o the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gooherstateonecall.org 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 1 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. CPIA Appiica 's Printed Name Appliderfit's Signature Page 1 of 3 6`11 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation ✓Commercial / Industrial Apartments Miscellaneous WORK TYPES New , Interior Improvement _ Exterior Improvement Repair Water Damage Public Facility Accessory Building Greenhouse / Tent Antennae Addition Alteration Replace Salon Owner Change DESCRIPTION Valuation Pian Review (25% 100% W) Census Code # of Units # of Buildings Type of Construction it• Occupancy Code Edition Zoning Stories Square Feet Length Width Exterior Alteration -Apartments T_ Exterior Alteration -Commercial Exterior Alteration -Public Facility Siding — Demolish Building* Reroof Demolish Interior Windows Demolish Foundation Fire Repair Retaining Wall *Demolition of entire building — give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers /(/J/} S1PTec. S y57"2w/ REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) Final / C.O. Required V Footings (Addition) Final / No C.O. Required ✓ Foundation Other: Drain Tile Pool: Footings Air/Gas Tests _Final Roof: _ _pecking Insulation Ice & Water Final Siding: Stucco Lath Stone Lath Brick Framing Windows Fireplace: _Rough In _Air Test _Final Retaining Wall Insulation Erosion Control Meter Size: Concrete Entrance Apron Final C/O Inspection:�Schedule Fire Marshal to be present: Yes ' No Reviewed By: t <1 , Building Inspector Reviewed By: �f�M'1 - , Planning COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality /9/.ir s.g'-‘7 /ri 1 FovA4A-77t, / eN1.1 Storm Sewer Trunk Sewer Trunk /7T • (,`% Water Trunk Street Lateral Street Water Lateral Other: TOTAL:4 32-1-39 Page 2of3 c C!tyofEa�au i* -co 3830 Pilot Knob Road pQR 1 Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit # / -S7/447 Permit Fee: 5/ / / -`4' Staff: YC7 Date Received: 2016 COMMERCIAL BUILDING PERMIT APPLICATION Date: 4 -etc - ! to Site Address: kf� �odk LYtJ Tenant Name: (Tenant is: New / Existing) Suite #: Former Tenant: J Property Owner Name: W &,1 .1..1 b `1—.. -la' et..„Phone: Address / City / Zip: 42) GM L00%&. L''KiL aNt ., G..i:•,/,,t).(4 Ad /a 3 1 Applicant is: is Owner Contractor Type of Work Description of work: Ni Ew 1\Vt7tT1 O IV Construction Cost. 1A -b t oto • a CI •- / 6/ B 0 0. 4.O ' .2-56, e o p Contractor Name:. Lt5lJ 11 Ct.1`?Y D It 1 ex KJ S'(' License #: Address: I O J kE.tJ ) VE. '0 City N IJP c* gr . AU o)( State: 14\ 'NI Ziip: S 6 C04:7 Phone: (p51 • 3$1 - "*3S Contact: lU.. i.eK6aV Email: 6 a e be*e \vtn k CUS}eern . Co 1.►., Architect/Engineer Name: ►v to gisP.Ciak 11.6e -VO Registration #: i.,1 az Address: 1360 Wog 141441St. Ut 6 ity: •Seems v �1 State: NNW Zip: S5 Ia.T- q Phone: 16& " 431- 4433 Contact Person: U1 N N ‘"\'‘,175:* -1 Email: ckhuison e G n h a` fIC (1 . caw. Licensed plumber installing rift sewer/water service: Phone #: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call .Gopher State One Call at (651) 464-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org 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. x vL +� 4 /amu � im (e12. • 119-Si)(0(0 x Applicant's Printed Name Applicant's Signature Page 1 of 3 1 `2-fg 'ONOT WRITE BELOW THIS LINE /3-77L/7 SUB TYPES Foundation 'V Commercial / Industrial _ Apartments _ Miscellaneous WORK TYPES _ New /Addition Alteration Replace _ Salon Owner Change DESCRIPTION Valuation Plan Review (25% 100% Vj Census Code # of Units # of Buildings Type of Construction Public Facility Accessory Building Greenhouse / Tent Antennae Interior Improvement Exterior Improvement Repair Water Damage W. Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) .rr Foundation Drain Tile ✓ Roof: Decking _Insulation vice & Water 'Final ✓ Framing Fireplace: wfiough In !'Air Test `'Final ✓ Insulation Meter Size: Final CIO Inspection: Schedule Fire Marshal to be present: Reviewed By: e1 -`Z 6 , Building Inspector _ Exterior Alteration -Apartments _ Exterior Alteration -Commercial Exterior Alteration -Public Facility Siding Reroof Windows Fire Repair A-•2- — Demolish Building* Demolish Interior Demolish Foundation _ Retaining Wall *Demolition of entire building - give PCA handout to applicant 2 c./ S' H B C 1 MCES System SAC Units City Water Booster Pump iv/A- CSenu Sig.) 35-411- PRV Fire Sprinklers Sheetrock ✓Final / C.O. Required Final / No C.O. Required Other: Pool: _Footings _Air/Gas Tests _Final ✓ Siding: Stud Lath ✓Stone Lath Brick Windows Retaining WaII -V Erosion Control Concrete Entrance Apron Yes No Reviewed By: M * , Planning COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality 1136.'7c //'13. ?4 Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL: 3, i4 • (°4-/ 2 of 3 INDIVIDUAL SEWAGE SYSTEM AS -BUILT Owner: Gt 4"7 - E Gve% Click Project Address House Type: 1 11 111 Property ID No.(PIN) /9_ - Q 3 (2 0.2 - wp _ 6"49Installed for 0Bdrms or aVdey Commercial Used) N [New eplace ❑Repair DAddiition Property Transfer Upgrade? Y 429) Bsmt Lift Pump? YFuture? Y Jacuzzi? YQ Garb Disp? VI( t Soli Survey Map Unit ..6 Soil Compacted?Y I ) Fill Soil? Y Circle Soll Texture: (Faster than 0.1 mpi) Coarse Sand Medium Sand • amv Sand 0.: s FINE SAND 1.67 Sandy Loam 1.27 Loam 1.67 Silt Loam, Silt 2.00 Sandy Clay Loam 2.2 Silty Clay Loam Clay Loam • Silty Clay, Clay 4.2 (Slower than 120 mpi) Soli dry enou for • constructionf N SETBACKS: Prop.Unes 10' Bldgs 10' to Ta k V & 20' to DrnfidJ„ Well(s) setback br ( )not installed yet Well Depth ()Orig. Well Record ( )Measured Distance to Lake AO- CreekdfrA- Wetland Buried Water Pressure Lines 10':to Tank & Drnfld? N System located by Photos N GPS? Y / N SEPTIC / HOLDIN TANK(S) [/� New 0 Existing Liquid Capacity / 1 compartment oit Made by Watertight? (52/ N Baffle Type: asti Fiberglass Sanitary -T Concrete No. of Inspect on -ipes$-4" / 6".diam. Tank Level?t1D/ N No./Diam. Manhole Access ft No. & Height of Manhole Risers Date installed %rt /Permit No. A000 y 879 Orook(Vn `o«• ?VA., - L O (Dak Co Tax Info 651-438-4576, or www.co.dakota.mn.us) New Tanks 4 ft or less below Finaj,Grade Y /gyp Pipes into Tank Sealed? with C3�s r?" (fir N Riser into Tank Base Sealed? with 5 ., Qv/ N Outlet Effluent Filter? Y /t Type MOUND / ATGRADE: Percent Slope„.Z.°k Scarification Method: Dike Width 1/ Up 2r1 Down Clean Rock?tom/ N Dep h Below Pipe Clean Sand/ N Inches to Mottlin Perf Size/Spacing Rock Bed Size Sand Base Size Line drawn fr? Tanks to Pump Truck Access < 100'70 N RESERVE AREA? trEiN Fenced Off? Y /tP Owner informed to preserve Reserve Area?Q/ N Owner given Septic System Owner Guide? Y /(pb ENCHES / BED OR GRAVELLESS DRAINFI Drop .. • es level? Y / N Type conc - : / plastic Trench D = .. • Widt Number of Tre Trench Lengths Rock Clean?Y/N 2" over Depth Below Pipe? Gravelless Pipe e? Chamber S 4.Absorp P`rr ppth UpslopeP. " Do nsloi lam iP SIze/Spacing Final Cover QQepth j Supplier: cae• • Supplier: Upslope needing drainage/diversion? Y ® Provided? Y/ N Grading done: Rough / Final Seeding ( )Sod to be done by: j jit j 4/4a� . - I hereby certify, as installer, that this individual sewage treatment system proved design, and as applicable, this t System .Or, mance, & accurately locates =/• Ion' was installed accordln Municipality's S wa all system co install° SI n to the a Tre omLevel Y/N Spacing Y/N GeoTextile Cover?Y/N II Depth Made Made by Lineal Ft ck? inches *se- Capacity jM, Sealed / N Model # 1 Area: Sq Ft Bottom to mottling / be MP TANK Made by No. & Height of Risers Pump Manufac urer Horsepower .' GPM cis- _Feet of Head Cycles Per Day 4'/ Gallons Per Cycle 1 Size of Discharge Line Type of Electrical Hopku Alarm Location is " 1.5"/ .1965.. Alarm: Tank Alert Cycle Counter? r ././Aidgekar/ Inspector, �' Sign i. �. Y Date: White copy: ounty Yellow:Owner Pink:lnstalfer o:\emgmtlformsiwaim\istssas-built-torm.doc • Dateef5YY Designated Registered Professional Onsite /111•1141/7 �/h4t� PC No. I �Company Name / LG'// Ph 1'2V5/CAddressa TA, 079 Maw 1 rift Yes with -conditions: Other garage / basement Water Meter? Y 41 rH Approved: No SOIL BORINGS WlVerification AND SEPTIC DESIGN Prepared For: Mulvihill Excavating attn: Glenn Prepared By: Advanced OnSite, Inc. Prepared: May 5, 2016 The West End Hunting & Fishing Club 4899 Brooklyn Lane Eagan, MN. 55122 (PID # 100360080010) Web Soil Survey Contact �subsr =jbr. [ls Area of Interest (AOI) cr v rveys Soil Survey Status > Glo Soil Data Explorer references - Link • Logout ' Help Download Soils Data Shoppin Page 1 of 1 Ible Ver Add to Shopping Corti it Legend Dakota County, Minnesota (MN037) Map Map Unit Name Acres Percent Unit in of AOI Symbol AOI 12C Emmert very gravelly sandy 1.0 2.4% loam, 3 to 15 percent slopes 2798 Otterholt silt loam, 1 to 6 1.7 4.2% percent slopes 3428 Kingsley sandy loam, 3 to 8 9.6 23.3% rcent sloops 342C Kingsley sandy loam, 8 to 15 11.4 27.6% percent slopes 344 -Quam lit loam 8956 Kingsley-Mahtomed1-5pencer 6.6 15.9% complex, 3 to 8 percent slopes 1824 Quam silt loam, ponded 9.6 23.2% W Water 0.4 1.0% Totals for Area of Interest 41.2 100.0% .0 2.4% Sere ;:Warning: Soil Map may not be valid at this scale. You have zoomed in beyond the scale at which the soil map for this area is intended to be used. Map were mapped at 1:15,800. The design of map units and the Level of detail shown in the resulting soil . Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapper contrasting soils that could have been shown at a more detailed scale. FOIA ! Accessibility Statement ! Privacy Policy 1 Non -Discrimination Statement 1 Information Quality ! USA.gov ! White Nouse http://websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.aspx 5/5/2016 0 OSTP Soil Observation Log O 0 O CO0 'O M O lt a. 0 a U 411 J ill Excavating/4899 Brooklyn Lane X rn E C .o W N d Ln 0 N 0 E CI 0 Ln U N N c a 1a E a 7 Landscape Positio d 0 V". coL a) u c c Observation Type v 0 c a 0 a) v co u rt 01 CO 0 a) Weather Conditions/Ti M m tti c C 0 Ce 0 U a u 0 Matrix Colors) ion #ILocatio N 0 a a a) .0 a 0 co R Ilia) to R iii CD ' T >' Y Y U U Co 0 CO Structureless 0) N tfl 0 N '7 et 'a M j '0- WI 0 0 0 0 T T T 0 ri Le) Lel !1 M M M M V V v V -o Ln 0 ea c Ln co J N 0 N r � 0 ab r r N v a) • 0 CL onyy�� 0 J c 0 N 0 0 0 ting/4899 Brooklyn Lane Legal Description/ GPS: PID # 100360080010 ❑✓ Outwash [] Lacustrine ❑ Loess Q Till ❑ Alluvium ❑ Bedrock ❑ Organic Matter nit ❑ Shoulder I 1 Back/Side Slope ❑ Foot Slope [] Toe siop6tope shape LL s v ri Auger 1 structure Shape Grade Consistence 0-11 Loamy Sand <35% 10YR 3/2 Blocky Moderate Friable 11-16 Sandy Loam <35% 10YR 4/4 Blocky Moderate Friable 16-29 Sand <35% 10YR 4/4 Single grain Structuretess Loose Concentrations, 29-36 Fine Sand <35% 10YR 5/4 10YR 5/2 S1 Platey Weak Firm depletions.. _ ._._ ...._ Comments Consensus: Mound at 24" depth: 12Inch Sandbase required CD 4) 4-10 Observation Type: Indicator(s) Sunny, Clear: 1:45 PM B2 8 B4 N C Y X 0 "O 4) Ce N ‘c5 O 1.1 4) 4J O Matrix Color(s) O 4 CC ti nditions/Time of Day: 1 Observation #/Locational Depth (in) I Texture V Soil parent n Landscape Pi Vegetation Weather Co V O L N 0. A 1— C fo O a) N 0 a) v R 0 0 O V a) 44 0 0 v x Observation #/Locati 0) X X c a v 0 aJ E E O v SEPTIC SYSTEM DESIGN DESIGN CRITERIA; Existing Club House, with garbage disposal (Dakota County Ordinance for sizing). WATER USAGE; 450 gallons per day maximum. PERCOLATION RATE; 16 to 30 minutes per inch. SEPTIC TANK; Pump, collapse and fill existing, Install a 1,500 gallon precast double compartment septic tank. Please see detail. NOTE: 1) Tank requires pumping once every three years 2) Use only "APPROVED" Tank(s) PUMP CHAMBER; Install a 1,250 gallon precast tank. Set as specified. NOTE: 1) Designed for time does 2) An event counter is required #) Use only "APPROVED" Tank(s) DRAINFIELD; Treatment Mound, Pressure distribution required. Located on 7% slope. Total mound area is 40 feet wide by 62 feet wide. Rock bed measures 10 feet by 40 feet. Downslope dike width is 20 feet, upslope dike width is 10 feet and the end dikes are 11 feet. 170 Tons of sand required. Please see detail. GENERAL CONSTRUCTION PRACTICES; Divert all surface water away from the drainfield area. Do not disturb the drainfield area during construction. Fence off the drainfield area before permit application. If there are any questions regarding this design please contact Tom Klanchnik at (952) 461-2356. Minnesota Pollution Control Azgency OSTP Design Summary Worksheet UNIVERSITY OF MINNESOTA Property Owner/Client: Site Address: West End Hunting a Fishing Ctub/Mulvihill Excavating Attn: Glenn 4899 Brooklyn Lane Eagan, MN. 55122 Project ID: Date: 100360080010 515/16 v 07.14.15 1. DESIGN FLOW AND TANKS A. Design Flow: B. Septic Tanks: Minimum Code Required Septic Tank Capacity: Recommended Septic Tank Capacity: Effluent Screen: 450 Gallons Per Day (GPD) C. Holding Tanks Only: Minimum Code Required Capacity: Designer Recommended Capacity: Type of High Level Alarm: D. Pump Tank 1 Capacity (Code Minimum): Pump Tank 1 Capacity (Designer Rec): Pump 1 Supply Pipe Dia. 28.0 2.00 1000 1250 Note: The estimated design flow is considered a peak flow rate including a safety factor. For long term performance, the average daily flow is recommended to be < 60% of this value. 1000 1500 NO! 0 0 Gallons, in Gallons, in Alarm: Gallons, in Gallons, in 2 NONE GPM Total Head in Dose Volume: Tanks or Compartments Tanks or Compartments Tanks Tanks Gallons Pump Tank 2 Capacity (Code Minimum): Gallons Pump Tank 2 Capacity (Designer Rec): 23.5 75.0 ft Pump 2 gal Supply Pipe Dia. GPM Total Head in Dose Volume: Gallons Gallons ft gat 2. SYSTEM TYPE o Trench 0 Bed ® Mound 0 At -Grade o Drip 0 Holding Tank 0 Other 0 Gravity Distribution ® Pressure Distribution -level * Selection Required Benchmark Elevation: System Type Type 1 (= Type 11 (_] Type 111 0 Type IV 0 Type V Benchmark Location: Pressure Distribution-Unkwel ft 100.00 Lowest Floor Type of Distribution Media: Drainfield Rock 0 Registered Treatment Media: 3. SITE EVALUATION: A. Depth to Limiting Layer: C. Elevation of Limiting Layer: E. Loc. of Restricive Elevation: G. Minimum Required Separation: I. Code Maximum Depth of System: 28 in 2.3 ft 102.7 B1 36 in 3.0 Mound ft B. Measured Land Slope %: D. Soil Texture: F. Soil Hyd. Loading Rate: H. Perc Rate: in Comments: 7.0 Loamy Sand 0.60 16 to 30 GPD/ft2 MPI Replacement System 4. DESIGN SUMMARY Trench Design Summary Dispersal Area Total Lineal Feet Contour Loading Rate ft2 Sidewatt Depth ft Number of Trenches ft in Trench Width Code Maximum Trench Depth Designers Max Trench Depth ft in in Bed Design Summary Absorption Area Bed Width ft2 Depth of sidewalt ft Bed Length in Code Maximum Bed Depth ft Designer's Max Bed Depth in in Minnesota Pollution Control Agency OSTP Design Summary Worksheet UNIVERSITY OF MINNESOTA Mound Design Summary Absorption Bed Area Absorption Width Upslope Berm Width Total System Length Bed Length Clean Sand Lift ft Downslope Berm Width ft Total System Width ft Bed Width ft Berm Width (0-1%) ft Endslope Berm Width ft Contour Loading Rate 10.0 'ft ft ft gal/ft Ift Ift +ft At -Grade Design Summary Absorption Bed Width ft Absorption Bed Length Endstope Berm Width Upslope Berm Width System Length System Height Downslope Berm Width System Width Level Et Equal Pressure Distribution Summary No. of Perforated Laterals 13 I Lateral Diameter' 1.50 Perforation Spacing I 2.5 I Elevation Min. Delivered Volume 50 ( ft Perforation Diameter gal Maximum Delivered Volume 7/32 I in gat Non -Levet and Unequal Pressure Distribution Summary Pipe Volume (gal/ft) h Perforation Size (in) Spacing (ft) Spacing (in) Lateral 1 Lateral 2 Lateral 3 lateral 4 Lateral 5 Minimum Delivered Volume gal Maximum Delivered Volume gat Lateral 6 Additional Info for Type IV/Pretreatment Design A. Calculate the organic loading 1. Organic Loading to Pretreatment Unit = Design Flow X Estimated 80D in mg/L in the effluent X 8.35: 1,000,000 mg/L X 8.35 1,000,000 = []lbs BOD/day [1::::::::::11gpd X 2. Type of Pretreatment Unit Being installed: 3. Calculate Soil Treatment System Organic Loading: 80D concentration after pretreatment : Bottom Area = lbs/day/ft2 mg/L X 8.35 1,000,000 t----�ft2 = lbs/day/ft2 Comments/Special Design Considerations: I hereby certify that 1 have completed this work in ac orda ,, with aa) a ticabte ordinances, rules and taws. L 2656 (Licenses) T. l(lanchnik (Designer) ature) 05/05/16 (Date) Minnesota Pollution Control Agency OSTP Mound Design UNIVERSITY Worksheet >1% SlopeOF MINNESOTA 1. SYSTEM SIZING: Project ID: 10036008001 A. Design Flow: B. Soil Loading Rate: C. Depth to Limiting Condition: D. Percent Land Slope: E. Design Media Loading Rate: F. Mound Absorption Ratio: 450 0.60 2.3 7.0 GPD GPD/ft2 ft 1.2 2.00 GPD/ft2 Table 1 MOUNT} CONTOUR L©ADfPIG Moa5Ur9d Parc Rate OR Texture - r1v8rl mound absorption ratio s 60ntpl 61-120 rnpi 120 OR 1.0.1.3. 2.0. 2.4. 2.6 5.0 >5.0. Contour Loading Rate: <12 12 s6' v 07.14.15 TABLE IXa LOADING RATES FOR DETERMINING BOTTOM ABSORPTION AREA AND ABSORPTION RATIOS USING PERCOLATION TESTS Treatmerrt Level C Treatment Level A, A-2, B, Percolation Rate (�) Absorption Area Loading Rate 080dile) Absorpbon Ratio Absorption A 4Mouncl Rate ( 2) Absorption Ratio <.1 - 1 - 1 01:o5 1.2 1 1.6 1 0 1 to 5 Sti. szra and loamy tine: sand) 0.6 2 1 1.6 6 to 15 0.78 1.5 1 1.6 16 to 30 0.6 2 0.78 2 3113 45 0.5 2.4 0.78 2 46 to 60 0.45 2.6 0.6 2.6 61 to 120 - 5 0.3 5.3 >123 - - - *Systems with these values are not Type I systems. Contour Loading Rate (linear loading rate) is a recommended value. 2. DISPERSAL MEDIA SIZING A. Calculate Dispersal Bed Area: Design Flow : Design Media Loading Rate = ft2 GPD 1.2 GPD/ft2 = 375 ft2 450 If a larger dispersal media area is desired, enter size: 1400 I ft2 B. Enter Dispersal Bed Width: 10.0 ft Can not exceed 10 feet C. Calculate Contour Loading Rate Bed Width X Design Media Loading Rate ft2 X I 1.2 tGPD/ft2 = 12.0 gat/ft Can not exceed Table 1 D. Calculate Minimum Dispersal Bed Length: Dispersal Bed Area _ Bed Width = Bed Length ft2 _ ft = 40.0 ft 10 400 10.0 3. ABSORPTION AREA SIZING A. Calculate Absorption Width: Bed Width X Mound Absorption Ratio = Absorption Width 10.0 ft X 2.0 = 20.0 ft B. For slopes >1%, the Absorption Width is measured downhill from the upslope edge of the Bed. Calculate Downslope Absorption Width: Absorption Width - Bed Width ft - 10.0 Ift = 20.0 10.0 ft 4. DISTRIBUTION MEDIA: ROCK A. Media Volume: Media Depth X Length X Width 0.75 ft X 40.0 ft X 10.0 ft = I 300 I ft3 : 27 = 11 yd3 5. DISTRIBUTION MEDIA: REGISTERED TREATMENT PRODUCTS: CHAMBERS AND EZFLOW A. Enter Dispersal Media: B. Enter the Component: Length: ft Width: ft Depth: ft C. Number of Components per Row = Bed Length divided by Component Length (Round up) ft + ft = components/row D. Actual Bed Length = Number of Components/row X Component Length: components X ft = ft E. Number of Rows = Bed Width divided by Component Width (Round up) ft + ft = rows Adjust width so this is an whole number. F. Totat Number of Components = Number of Components per Row X Number of Rows X = components 6. MOUND SIZING A. Calculate Minimum Clean Sand Lift: 3 feet minus Depth to Limiting Condition = Clean Sand Lift 3.0 ft - 2.3 ft = 1.0 ft Design Sand Lift (optional): ft B. Calculate Upslope Height: Clean Sand Lift + media depth + cover (1 ft.) = Upslope Height 1.0 ft + 0.8 ft + 1.0 ft = 2.8 ft C. Select Upslope Berm Multiplier (based on land slope): 3.65 Land Slope % 0 1 2 3 4 5 6 7 8 9 10 11 12 Upslope Berm 3:1 3.00 2.91 2.83 2.75 2.68 2.61 2.54 2.48 2.42 2.36 2.31 2.26 2.21 Ratio 4:1 4.00 3.85 3.70 3.57 3.45 3.33 3.23 3.12 3.03 2.94 2.86 2.78 2.70 D. Catcutate Upslope Berm Width: Mult'ptier X Upslope Mound Height = Upslope Berm Width 3.65 ft X 2.8 ft = 10.0 ft E. Calculate Drop in Elevation Under Bed: Bed Width X Land Slope - 100 = Drop (ft) 10.0 ft X 7.0 % + 100 = 0.70 ft F. Calculate Downslope Mound Height: Upstope Height + Drop in Elevation = Downslope Height 2.8 ft + 0.70 ft = 3.5 ft G. Select Downslope Berm Multiplier (based on Land slope): 5.80 Land Slope gra 0 1 2 3 1 4 5 6 7 8 9 10 11 12 Downsiope 3:1 3.00 3.09 3.19 3.30 3.41 3.53 3.66 3.80 3.95 4.11 4.29 4.48 4.69 Berm Ratio 4:1 4.00 ' 4.17 4.35 454 4.76 5.00 5.26 5.56 5.88 6.25 6.67 7.14 7.69 H. Calculate Downslope Berm Width: Multiptier X Downslope Height = Downslope Berm Width 5.80 x 3.5 ft = 20.0 ft I. Calculate Minimum Berm to Cover Absorption Area: Downstope Absorption Width + 4 feet 10.0 ft + 4 ft = 14.0 ft J. Design Downslope Berm = greater of 4H and 41: 20.0 ft K. Select Endslope Berm Multiplier: 3.19 (usually 3.0 or 4.0) L. Calculate Endstope Berm X Downslope Mound Height = Endstope Berm Width 3.19 ft X 3.5 ft = 11.0 ft M. Catcutate Mound Width: Upslope Berm Width + Bed Width + Downslope Berm Width 10.0 ft + 10.0 ft + 20.0 ft = 40.0 ft N. Catcutate Mound Length: Endstope Berm Width + Bed Length + Endstope Berm Width 11.0 ft + 40.0 ft + 11.0 ft = 62.0 ft 1 MOUND DIMENSIONS tat Mound Wi Upslope (4.D) 10.0 Endslope (4,L),. Dispersal. Bed: (2.B x 2.C) 10.0 40.0 20 0 Downslope (4.J) Upstope berm (4.D) 10.0 Total Mound Length (4.N) 4" inspection pipe 18" cover on top Note: For 0 to 1% slopes, Absorption Width is measured from the Bedequatty in both directions. For slopes >1%, Absorption Width is measured downhill from the upstope edge of the Bed. Clean sand lift epth to. 62.0 A) 20.0 Downslope berm (4.J) 12" cover on sides (6" topsoil) 1.0 2.3 Absorption Width (3.A) 20.0 p.daiiiail rt aul[lriaaiesees : sessaiiiipormiiiiiturasses.desi inismdirallimadiere art Whet awns %ribs atissmill 11111141111111 Mimi dm' 8Iftelligliorniella ieeusgy, c" 'PtU Meg lainal 14-1,41kirco., =bow etior —"""ac Ki.1;c2 A / `'51° L'`j' Cad IcswatrilomtA PC' 125b & 4IIM frv,nf no�- oris Gut 98 ,fi9 5 1-A^t U1 q3o Pula y , P oto fivid , N • 1:s i � 5 t $ MOUND CROSS-SECTION 7 Pe. of Original Grade Slope _Ft X ` O Ft Size Rock Bed _LeLFt X 62, -"Ft Size Sand Base Non -woven Geotextfe Fabric 6 Inches of Top Soil for Grass Cover 12 inches of sandy Loam Tapperiag to 4 Inches ' of Ric Be9ow Distribution 44/°.4i00101 ".libika Inches of Sand CAiInches of Sand Original Grade ' Roughened Surfaca --- Origirsa} Grade —►-._D Q FEET > <10 PEST > <20 UPSLOPE DIKE 'WIDTH W!D I OF ROCKBL•'D T > DOWNSLOPE DIKE WIDTH /70 TONS OF SAND REQUIRED * Clean washed sand or Local Governmental Unit approved pit run sand only. Pit run sand must be LGU re the day of consovtxion. We will charge for an inspection for this approval! approvedlite by Minnesota Pollution Control Agency OSTP Mound Materials Worksheet UNIVERSITY OF MINNESOTA Project ID: 100360080010 v 07.14.15 A. Calculate Bed (rock) Volume: Bed Length (2.C) X Bed Width (2.B) X Depth = Volume (ft3) 40.0 ft X 10.0 ft X 1.0 400.0 ft3 Divide ft3 by 27 ft3/yd3 to calculate cubic yards: 400.0 ft3 + 27 = 14.8 yd3 Add 20% for constructabitity: 14.8 yd3 X 1.2 = 17.8 yd3 B. Calculate Clean Sand Volume: Volume Under Rock bed: Average Sand Depth x Media Width x Media Length = cubic feet 1.1 ft X 10.0 ft X 40.0 ft = 440.0 ft3 For a Mound on a slope from 0-1% Volume from Length = ((Upslope Mound Height - 1) X Absorption Width Beyond Bed X Media Bed Length) ft - 1) X X ft = Volume from Width = ((Upslope Mound Height - 1) X Absorption Width Beyond Bed X Media Bed Width) ft - 1) X X ft = Total Clean Sand Volume: Volume from Length + Volume from Width + Volume Under Media ft3 + ft3 + ft3 = ft3 For a Mound on a slope greater than 1% Upslope Volume : ((Upslope Mound Height - 1) x 3 x Bed Length) _ 2 = cubic feet (( 2.8 ft - 1) X 3.0 ft X 40.0 ) - 2 = 105.0 ft3 Downslope Volume : ((Downslope Height - 1) x Downslope Absorption Width x Media Length) - 2 = cubic feet (( 3.5 ft - 1) X 10.0 ft X 40.0 ),2 = 490.0 ft3 Endslope Volume: (Downslope Mound Height - 1) x 3 x Media Width = cubic feet (1 3.5 ft - 1) X 3.0 ft X 10.0 ft = 73.5 ft3 Total Clean Sand Volume: Upslope Volume + Downslope Volume + Endslope Volume + Volume Under Media 105.0 ft3 + 490.0 ft3 + 73.5 ft3 + 440.0 ft3 = 1108.5 ft3 Divide ft3 by 27 ft3/yd3 to calculate cubic yards: 1108.5 ft3 : 27 = 41.1 yd3 Add 20% for constructability: 41.1 yd3 X 1.2 = 49.3 yd3 C. Calculate Sandy Berm Volume: Total Berm Volume (approx) : ((Avg. Mound Height - 0.5 ft topsoil) x Mound Width x Mound Length) = 2 = cubic feet ( 3.1 - 0.5 )ft X 40.0 ft X 62.0 ) : 2 = 3228.4 ft3 Total Mound Volume - Clean Sand volume -Rock Volume = cubic feet 3228.4 ft3 - 1108.5 ft3 - 400.0 ft3 = 1719.9 ft3 Divide ft3 by 27 ft3/yd3 to calculate cubic yards: 1719.9 ft3 : 27 - 63.7 yd3 Add 20% for constructability: 63.7 yd3 x 1.2 = 76.4 yd3 D. Calculate Topsoil Material Volume: Total Mound Width X Total Mound Length X .5 ft 40.0 ft X 62.0 ft X 0.5 ft = 1241.7 ft3 Divide ft3 by 27 ft3/yd3 to calculate cubic yards: 1241.7 ft3 _ 27 = 46.0 yd3 Add 20% for constructability: 46.0 yd3 x 1.2 = 55.2 yd3 Minnesota Pollution Control Agency OSTP Pressure Distribution UNIVERSITY Design Worksheet OF MINNESOTA Project ID: 10036008001 v 07.14.15 1. Media Bed Width: ft 2. Minimum Number of Laterals in system/zone = Rounded up number of [(Media Bed Width - 4) : 3] + 1. ( 10 -4)+ 1 = 3. Designer Selected Number of Laterals: Cannot be less than line 2 (accept in at-erades) 4. Select Perforation Spacing: 5. 6. 3 3 2.5 laterals laterals ft Does not apply to at -grades Select Perforation Diameter Size: 7/32 in Length of Laterals = Media Bed Length - 2 Feet. - 2ft = 38 ft Perforation can not be closer then 1 foot from edge. 40 fbrkx.,rk n 14'1 v.'.a..:+n.s,.µs,m,. r u..,• 7 Determine the Number of Perforation Spaces . Divide the Length of Laterals by the Perforation Spacing and round down to the nearest whole number. Number of Perforation Spaces = ft ÷ ft = Spaces Number of Perforations per Lateral is equal to 1.0 plus the Number of Perforation Spaces . Check table 8. below to verify the number of perforations per lateral guarantees less than a 10% discharge variation. The value is double with a center manifold. 38 Perforations Per Lateral = 15 2.5 Spaces + 1 = 16 15 Perfs. Per Lateral ut as Per to ra ee <i0% ge Var /4 _ : P - orations 7/32 h Perforations Perforation (Fc ) Pipe Diameter (Incfies) Perfoeati (F ( (Ixs) 1 1St 1 2 3 1 iy, 11/2 2 3 2 10 13 i8 31i ( 2 11 i6 2i 21 8 12 16 28 54 2 10 14 20 32 64 3 it i2 16 25 52 3 4 14 19 311 1 3116 Pgrf�rrats 1a Irk P t Perforation (F Perforat (Feet) Pipe diameter llr��) 1 1 11�a 2 3 1 11k 11`t 2 3 2 12 18 26 46 33 44 74 144 1Y: 12 17 24 - 41l 8ti _ 24 30 41 69 135 3 i2 16 22 37 75 3 29 38 64 121 9. Total Number of Perforations equals the Number of Perforations per Lateral multiplied by the Number of Perforated Laterals. 16 Perf. Per Lat. X 3 Number of Perf. Lat. = 10. Select Type of Manifold Connection (End or Center): E End f j Center 11. Select Lateral Diameter (See Table) : 1 1.50 in Total Number of Perf. Minnesota Pollution Control Agency OSTP Pressure Distribution Design Worksheet UNIVERSITY g OF MINNESOTA 12. Calculate the Square Feet per Perforation. Recommended value is 4-11 ft 2 per perforation. Does not apply to At -Grades a. Bed Area = Bed Width (ft) X Bed Length (ft) 10 ft X 40 ft 400 ft2 b. Square Foot per Perforation = Bed Area divided by the Total Number of Perforations . 400 ft2 48 13. Select Minimum Average Head: perforations = 1.0 ft 14. Select Perforation Discharge (GPM) based on Table: 8.3 ft2/perforations 0.56 15. Determine required Flow Rate by multiplying the Total Number of Perfs. 48 Perfs X 0.56 GPM per Perforation = 16. Volume of Liquid Per Foot of Distribution Piping (Table II): 28 GPM per Perforation by the Perforation Discharge. GPM 0.110 IGallons/ft 17. Volume of Distribution Piping = = [Number of Perforated Laterals X Length of Laterals X (Volume of Liquid Per Foot of Distribution Piping] 3 X 38 ft X 0.110 gal/ft 18. Minimum Delivered Volume = Volume of Distr'bution Piping X 4 12.5 gals X 4 = 50.2 Gallons manifold pipe` t pipe from pump clean outs • alternate location of pipe from pump 12.5 - cieanouts Table ll 1 Volume of Liquid in 1 Pipe Pipe Liquid Gallons I DiameterPer Foot 1 (inches) (Gallons) 1 0.045 .25 0.078 1.5 0.110 2 0.170 3 0.380 0.661 Manifold pipe. Alternate location of pipe from pump Pipe from pump Comments/Special Design Considerations: Minnesota Pollution Control Agency 1. PUMP CAPACITY OSTP Basic Pump Selection Design WorksheetUNIVERSITY OF MINNESOTA Project ID: 100360080010 Pumping to Gravity or Pressure Distribution: 0 Gravity a Pressure Selection required 1. If pumping to gravity enter the gallon per minute of the pump: GPM (10 - 45 gpm) 2. If pumping to a pressurized distribution system: GPM 3. Enter pump description: 28.0 Demand Dosing Soil Treatment 2. HEAD REQUIREMENTS A. Elevation Difference between pump and point of discharge: B. Distribution Head Loss: C. Additional Head Loss: 15 5 ft ft ft (due to special equipment, etc.) sod treatment sySteM & pont of dsdwrge Distribution Head Loss Gravity Distribution = Oft Pressure Distribution based on Minimum Average Head Value on Pressure Distribution Worksheet: Minimum Average mead Distribution Head Loss 1ft 5ft 2f t 6ft 5ft 1 Oft D. 1. Supply Pipe Diameter: 2. Supply Pipe Length: 2.0 135 in ft E. Friction Loss in Plastic Pipe per 100ft from Table I: Friction Loss = 2.09 ft per 100ft of pipe F. Determine Equivalent Pipe Length from pump discharge to soil dispersal area discharge point. Estimate by adding 25% to supply pipe length for fitting toss. Supply Pipe Length (D.2) X 1.25 = Equivalent Pipe Length G. 135 ft X 1.25 Calculate Supply Friction Loss Supply Friction Loss = ft per 100ft 2.09 168.8 ft Table I.Friction Loss in Plastic Pipe per 100ft Flow Rate Pipe Diameter (inches) 1.25 1.5 I 2 3.1 1.3 i 0.3 4.3 1.8 i 0.4 (GPM) 10 12 14 16 18 20 25 30 35 40 45 50 55 60 65 70 75 85 95 9.1 12.8 17.0 21.8 5.7 7.3 9.1 11.1 16.8 23.5 2.4 3.0 3.8 4.6 6.9 9.7 12.9 16.5 20.5 0.6 0.7 0.9 1.1 1.7 2.4 3.2 4.1 5.0 6.1 7.3 8.6 10.0 11.4 13.0 16.4 20.1 by multiplying Friction Loss Per 100ft (Line E) by the Equivalent Pipe Length (Line F) and divide by 100. X 168.8 ft - 100 3.5 ft H. Total Head requirement is the sum of the Elevation Difference (Line A), the Distribution Head Loss (Line 8), Additional Head Loss (Line C), and the Supply Friction Loss (Line G ) 15.0 ft 5.0 ft ft 3.5 ft 23.5 ft 3. PUMP SELECTION A pump must be selected to deliver at least 28.0 GPM (Line 1 or Line 2) with at Least 23.5 feet of total head. Comments: Minnesota Pollution 'Control Agency OSTP Pump Tank Design Worksheet UNIVERSITY OF MINNESOTA DETERMINE TANK CAPACITY AND DIMENSIONS Project ID: 100360080010 v 07.14.15 1. A. Design Flow (Design Sum.1A) : B. Min. required pump tank capacity: D. Pump tank description: 450 1000 GPD Gal C.Recommended pump tank capacity: Time to Pressure 1250 Gal MEASURED TANK CAPACITY (existing tanks): A. B. C. 0. Rectangle area = Length (L) X Width (W) ft X 10.0 5.0 Circle area = 3.14r2 (3.14 X radius X radius) 3.14 X 2 ft = ft2 ft 50.0 ft2 Calculate Gallons Per Inch. Multiply the area from 1.A or 1.B, by 7.5 to determine the gallons per foot the tank holds and divide by 12 to calculate the gallons per inch. ft2 X 7.5 gal/ft3 = 12 in/ft 50.0 31.3 1 Calculate Total Tank Volume Depth from bottom of inlet pipe to tank bottom: Total Tank Volume = Depth from bottom of inlet pipe (Line 4.A) X Gallons/Inch (Line 2) in X 31.3 Gallons Per Inch = I40 I 40 1250.0 Gallons per inch in Gallons Length Width MANUFACTURER'S SPECIFIED TANK CAPACITY (when available): 3. A. Tank Manufacturer: B. Tank Model: C. Capacity from manufacturer: D. Gallons per inch from manufacturer: E. Liquid depth of tank from manufacturer: [See Installer Gallons Gallons per inch inches Note: Design calculations are based on this specific tank. Substituting a different tank model will change the pump float or timer settings. Contact designer if changes are necessary. DETERMINE DOSING VOLUME 4. Calculate Volume to Cover Pump (The inlet of the pump must be at least 4 -inches from the bottom of the pump tank & 2 inches of water covering the pump is recommended) (Pump and block height + 2 inches) X Gallons Per Inch (2C or 3E) ( 22 in + 2 inches) X 31.3 Gallons Per Inch 5. Minimum Delivered Volume = 4 X Volume of Distribution Piping: - Line 17 of the Pressure Distribution or Line 11 of Non -level 6. Calculate Maximum Pumpout Volume (25% of Design Flow) Design Flow: 450 GPD X 0.25 750 I Gallons 50 1 Gallons (minimum dose) Gallons (maximum dose) 7. Select a pumpout volume that meets both Minimum and Maximum: 8. Calculate Doses Per Day = Design Flow : Delivered Volume gpd : 1 75 Igal = 450 9. Calculate Drainback: A. Diameter of Supply Pipe = B. Length of Supply Pipe = C. Volume of Liquid Per Lineal Foot of Pipe = 1 6 I 1 2 1 I 135 I I 0.170 I Doses inches feet Gallons/ft D. Drainback = Length of Supply Pipe X Volume of Liquid Per Lineal Foot of Pipe 135 ft X 0.170 gal/ft = 23.0 Gallons 10. Total Dosing Volume = Delivered Volume plus Drainback gal + 23.0 gat = 98 Gallons 11. Minimum Alarm Volume = Depth of alarm (2 or 3 inches) X gallons per inch of tank in X 31.3 gal/in = 62.5 Gallons 75 2 I 75 Gallons Volume of Liquid in Pipe Pipe Liquid Diameter Per Foot (inches) (Gallons) 1 0.045 1.25 0.078 1.5 0.110 2 0.170 3 0.380 4 0.661 Minnesota Pollution Control Agency OSTP Pump Tank Design Worksheet UNIVERS ITY OF MINNESOTA TIMER or DEMAND FLOAT SETTINGS Select Timer or Demand Dosing: 0 Timer A. Timer Settings 12. Required Flow Rate: A. From Design (Line 12 of Pressure, Line 10 of Non -Level or B. Or calculated: GPM = Change in Depth (in) x Gallons Per Inch Line / gal/in gpm 0 Demand Dose 6 of Pump*): Time Interval `Note: This vatue must be adjusted after installation based on pump calibration. ON 5' " f C OFF 28 GPM in Minutes in X 31.3 _ min = GPM 13. Flow Rate from Line 12.A or 12.8 above. 14. Calculate TIMER ON setting: Total Dosing Volume/GPM = 28 GPM 98 gat _ 28.0 3.5 Minutes 15. Calculate TIMER OFF setting:xf= Minutes Per Day (1440)/Doses Per Day - Minutes On 1440 min + 6 doses/day - 3.5 min = 236.5 Minutes 16. Pump Off Float - Measuring from Distance to set Pump Off Float=Gallons bottom of tank: to Cover Pump gal _ bottom of tank: = Tank Depth(4A) X 90% of in X 0.90 = / Gallons Per Inch: 750 31.3 gat/in = 24.0 Inches 17. Alarm Float - Measuring from Distance to set Alarm Float Tank Depth 40 36 in B. DEMAND DOSE FLOAT SETTINGS 18. Calculate Float Separation Distance using Dosing Volume. Total Dosing Volume /Gallons Per Inch = = + Float Separation Distance = + Alarm Depth (2-3 inches) = gal _ gal/in Inches 19. Measuring from bottom of tank: A. Distance to set Pump Off Float = Pump + block height + 2 inches in + in Inches 6. Distance to set Pump On Float=Distance to Set Pump -Off Float in + in inches C. Distonce to set Alarm Float = Distance to set Pump -On Float in + in Inches FLOAT SETTINGS DEMAND DOSING TIMED DOSING Inches for Dose: in Alarm Depth 36.0 in --) _ Alarm Depth in Pump On in _-- 402 Gat ! Pump Off in Pump Off 24.0 in 750 Gat UNIVERSITY OF MINNESOTA Septic System Management Plan for Above Grade Systems The goal of a septic system is to protect human health and the environment by properly treating wastewater before returning it to the environment. Your septic system is designed to kill harmful organisms and remove pollutants before the water is recycled back into our lakes, streams and groundwater. This management plan will identify the operation and maintenance activities necessary to ensure long- term performance of your septic system. Some of these activities must be performed by you, the homeowner. Other tasks must be performed by a licensed septic maintainer or service provider. However, it is YOUR responsibility to make sure all tasks get accomplished in a timely manner. The University of Minnesota's Septic System Owner's Guide contains additional tips and recommendations designed to extend the effective life of your system and save you money over time. Proper septic system design, installation, operation and maintenance means safe and clean water! Property Owner The West End Hunting & Fishing Club Email Property Address 4899 Brooklyn Lane Eagan, MN. 55122 Property ID 100360080010 System Designer T. Klanchnik Contact Info (612) 232-9737 System Installer Mulvihill Excavating attn: Glenn Contact Info (612) 598-2455 Service Provider/Maintainer 6' 5 Qu i"--, %h Contact Info 65/- 4"67o -30/ s Permitting Authority City of Eagan 11Contact Info (651) 675-5675 4.,,,i 32.2- .4- Permit Z.- Permit # Date Inspected Keep this Management Plan with your Septic System Owner's Guide. The Septic System Owner's Guide includes a folder to hold maintenance records including pumping, inspection and evaluation reports. Ask your septic professional to also: • Attach permit information, designer drawings and as -built of your system, if they are available. • Keep copies of all pumping records and other maintenance and repair invoices with this document. • Review this document with your maintenance professional at each visit; discuss any changes in product use, activities, or water -use appliances. For a copy of the Septic System Owner's Guide, visit www.bookstores.umn.edu and search for the word "septic" or call 800-322-8642. For more information see http://septic.umn.edu Version: August 2015 UNIVERSITY OF MINNESOTA Septic System Management Plan for Above Grade Systems Your Septic System Septic System Specifics System Type: 0 I Oil 01I1 OIV* 0 V* (Based on -MN Rules Chapter 7080.2200 — 2400) *Additional Management Plan required System is subject to operating permit* System uses UV disinfection unit* Type of advanced treatment unit Dwelling Type Well Construction Number of bedrooms: NIA Well depth (ft): Deep Type System capacity/ design flow (gpd): 450 ❑ Cased well Casing depth: 50 Ft Anticipated average daily flow (gpd): 270 ❑ Other (specify): Comments Replacement -Time does for peak use elimination Distance from septic (ft): 50 Ft + Business? : r ! Y ON What type? Gun Club Is the well on the design drawing? JY 0 N Type of distribution media: Public Domain -Rock Soil Treatment Area (STA) Septic Tank 62 ft ❑ First tank Tank volume: 1500 gallons 0 Pump Tank gallons Does tank have two compartments? A Y 0 N Effluent Pump make/model: Type of distribution media: Public Domain -Rock u ❑ Second tank Tank volume: gallons Pump capacity GPM ❑ Tank is constructed of Concrete TDH Feet of head ❑ Effluent screen:0 Y 0 N Alarm 0Y 0 N ❑ Alarm location Soil Treatment Area (STA) Mound/At-Grade area (width x length): 40 ft x 62 ft lar Inspection ports 1 Cleanouts Rock bed size (width x length): 10 ft x 40 ftf �Y Surface water diversions C Additional STA not available Location of additional STA: North Type of distribution media: Public Domain -Rock LNIVERSITY OF MINNESOTA Septic System Management Plan for Above Grade Systems Homeowner Management Tasks These operation and maintenance activities are your responsibility. Chart on page 6 can help track your activities. Your toilet is not a garbage can. Do not flush anything besides human waste and toilet paper. No wet wipes, cigarette butts, disposal diapers, used medicine, feminine products or other trash! The system and septic tanks needs to be checked every 36 months Your service provider or pumper/maintainer should evaluate if your tank needs to be pumped more or less often. Seasonally or several times per year • Leaks. Check (listen. look) for leaks in toilets and dripping faucets. Repair leaks promptly. • Soil treatment area. Regularly check for wet or spongy soil around your soil treatment area. if surfaced sewage or strong odors are not corrected by pumping the tank or fixing broken caps and leaks, call your service professional. Untreated sewage may make humans and animals sick. Keep bikes, snowmobiles and other traffic off and control borrowing animals. • Alarms. Alarms signal when there is a problem; contact your service professional any time the alarm signals. • Lint filter. If you have a lint filter, check for lint buildup and clean when necessary. If you do not have one, consider adding one after washing machine. Effluent screen. If you do not have one, consider having one installed the next time the tank is cleaned along with an alarm. Annually • Water usage rate. A water meter or another device can be used to monitor your average daily water use. Compare your water usage rate to the design flow of your system (listed on the next page). Contact your septic professional if your average daily flow over the course of a month exceeds 70% of the design flow for your system. • Caps. Make sure that all caps and lids are intact and in place. Inspect for damaged caps at least every fall. Fix or replace damaged caps before winter to help prevent freezing issues. • Water conditioning devices. See Page 5 for a list of devices. When possible, program the recharge frequency based on water demand (gallons) rather than time (days). Recharging too frequently may negatively impact your septic system. Consider updating to demand operation if your system currently uses time, • Review your water usage rate. Review the Water Use Appliance chart on Page 5. Discuss any major changes with your service provider or pumper/maintainer. During each visit by a service provider or pumper/maintainer • Make sure that your service professional services the tank through the manhole. (NOT though a 4" or 6" diameter inspection port.) • Ask how full your tank was with sludge and scum to determine if your service interval is appropriate. • Ask your pumper/maintainer to accomplish the tasks Listed on the Professional Tasks on Page 4. - 3 - UNIVERSITY OF MINNESOTA Septic System Management Plan for Above Grade Systems Professional Management Tasks These are the operation and maintenance activities that apumper/maintainer performs to help ensure long- term performance of your system. At each visit a written report/record must be provided to homeowner. Plumbing/Source of Wastewater • Review the Water Use Appliance Chart on Page 5 with homeowner. Discuss any changes in water use and the impact those changes may have on the septic system. • Review water usage rates (if available) with homeowner. Septic Tank/Pump Tanks • Manhole lid. A riser is recommended if the lid is not accessible from the ground surface. Insulate the riser cover for frost protection. • Liquid level. Check to make sure the tank is not leaking. The liquid level should be level with the bottom of the outlet pipe. (If the water level is below the bottom of the outlet pipe, the tank may not be watertight. If the water level is higher than the bottom of the outlet pipe of the tank, the effluent screen may need cleaning, or there may be ponding in the soil treatment area.) • Inspection pipes. Replace damaged or missing pipes and caps. Baffles. Check to make sure they are in place and attached, and that inlet/outlet baffles are clear of buildup or obstructions. • Effluent screen. Check to make sure it is in place; clean per manufacturer recommendation. Recommend retrofitted installation if one is not present. • Alarm. Verify that the alarm works. • Scum and sludge. Measure scum and sludge in each compartment of each septic and pump tank, pump if needed. Pump • Pump and controls. Check to make sure the pump and controls are operating correctly. • Pump vault. Check to make sure it is in place; clean per manufacturer recommendations. • Alarm. Verify that the alarm works. • Drainback. Check to make sure it is draining properly. • Event counter or elapsed time meter. Check to see if there is an event counter or elapsed time meter for the pump. If there is one or both, calculate the water usage rate and compare to the anticipated use listed on Design and Page 2. Dose Volume: gallons: Pump run time: Minutes Soil Treatment Area Inspection pipes. Check to make sure they are properly capped. Replace caps and pipes that are damaged. Surfacing of effluent. Check for surfacing effluent or other signs of problems. • Lateral flushing. Check lateral distribution; if cleanouts exist, flush and clean at recommended frequency. • Vegetation - Check to see that a good growth of vegetation is covering the system. All other components — evaluate as listed here: -4- UNIVERSITY OF MINNESOTA Septic System Management Plan for Above Grade Systems Water -Use Appliances and Equipment in the Home Appliance Impacts on System Management Tips Garbage disposal • Uses additional water. • Adds solids to the tank. • Finely -ground solids may not settle. Unsettled solids can exit the tank and enter the soil treatment area. • Use of a garbage disposal is not recommended. • Minimize garbage disposal use. Compost instead. • To prevent solids from exiting the tank, have your tank pumped more frequently. - Add an effluent screen to your tank. Washing machine • Washing several loads on one day uses a lot of water and may overload your system. • Overloading your system may prevent solids from settling out in the tank. Unsettled solids can exit the tank and enter the soil treatment area. • Choose a front -loader or water -saving top -loader, these units use less water than older models. • Limit the addition of extra solids to your tank by using liquid or easily biodegradable detergents. Limit use of bleach -based detergents and fabric softeners. . Install a lint filter after the washer and an effluent screen to your tank • Wash only full loads and think even — spread your laundry loads throughout the week. Dishwasher • Powdered and/or high -phosphorus detergents can negatively impact the performance of your tank and soil treatment area. • New models promote "no scraping". They have a garbage disposal inside. • Use gel detergents. Powdered detergents may add solids to the tank. • Use detergents that are low or no -phosphorus. • Wash only full loads. • Scrape your dishes anyways to keep undigested solids out of your septic system. Grinder pump (in home) • Finely -ground solids may not settle. Unsettled solids can exit the tank and enter the soil treatment area. • Expand septic tank capacity by a factor of 1.5. • Include pump monitoring in your maintenance schedule to ensure that it is working properly. • Add an effluent screen. Large bathtub (whirlpool) • Large volume of water may overload your system. • Heavy use of bath oils and soaps can impact biological activity in your tank and soil treatment area. • Avoid using other water -use appliances at the same time. For example, don't wash clothes and take a bath at the same time. • Use oils, soaps, and cleaners in the bath or shower sparingly. Clean Water Uses Impacts on System Management Tips High -efficiency furnace • Drip may result in frozen pipes during cold weather. • Re-route water directly out of the house. Do not route furnace discharge to your septic system. Water softener Iron filter Reverse osmosis • Salt in recharge water may affect system performance. • Recharge water may hydraulically overload the system. • These sources produce water that is not sewage and should not go into your septic system. • Reroute water from these sources to another outlet, such as a dry well, draintile or old draintield. Surface drainage Footing drains • Water from these sources will overload the system and is prohibited from entering septic system. • When replacing, consider using a demand -based recharge vs. a time -based recharge. • Check valves to ensure proper operation; have unit serviced per manufacturer directions May. 6. 2016 6:29AM UNIVERSITY OF MINNESOTA Septic System Management Plan .jar Above Grade Systems Homeowner Maintenance Log Track maintenance activities here for easy reference. See list of management tasks on pages 3 and 4. No. 0747 P. Activity pate accomplished • Check fregirenttjr Leaks: check for plumbing leaks* Soil treatment area'check for surfacing" Lint filter: check, clean if needed* Effluent screen (if owner -maintained)**' Alarm** Check annually: Water usage rate (rntximurn gpd Caps: inspect, replace if needed Water use appliances — review use Other: *Monthly **Quarterly ***Bi -Annually Notes: "As the owner of this $STs, r understand it is may responsibility to properly operate and maintain the sewage treatment system on this paoperey, utiiieinq rha Managernbnt Plan. if requirements in this Managament Plan are not mat, I will promptly notify eke paraiitt,ifty authority and take necessary corrective actions. Sr r have•a new system, 1 agree co adequately protect the reserve area tor futUre use as a soil treatment system." Property Owner Signature: Management Plan Prepared B,y: T. Klanchnik Permittint, Authority: City of Eagan Date S Certification It R 5945 02015 Regents or the University of M lnnaSout Alt rights resory ed. 111a University of M hine:sos9.1's on equal opportunity educ,lor and employer. This material is available In alternatives runnels upon requesi. Contact the Water Resources Cotter, 612-624-9282. The Unsite Sewage Treatment Program is delivered by the University of Minnesota Extension Service and the University or Minnesota Water Resources Center. -6- *City of Bapu 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink ii For Office Use -�7 0�i Permit #: /- .�,f o / jtip i ^G `L"`3ll -J Permit Fee: z�- c/� Date Received: Cp aU G nTO 41 L Staff 2016 MECHANICAL PERMIT APPLICATION IE/Please submit two (2) sets of plans with all commercial applications. 4-69? g12-00lcLW-' (ii Date: 3 A 1 (9) ( Site Address: Tenant: Suite #: Resident/Owner Name: L .5'-r r I 0 ( UAl 0 L( 13 Phone: 65/ ' y- 23 -2- Y2 f Address I City / Zip: Contractor Name: (2.4 S (A k 1 It /%1U0 0 0 hir6ctliC (L(License #: Address: 2 A I ►7 S7. City: Lk) hi -r-' 4 t/1 t /jz State: %%% %✓Zip: 5.5110 Phone: rsj Ip.— 7 0/ -S3 / Contact:_ccvi"7 ‘,( 010 ell. Ull Omaii: 54 .a r 14 V(6C. rn RSC .L'y i Type of Work New Replacement Additional Alteration Demolition Description of work: If i Ir7-x0 ,t) NOTE: Roof mounted and ground mounted medical equipmerd squired to be, ed by City Code. Please contact the Mechanical Inspector for information on permit s s methods. Permit Type RESIDENTIAL Furnace COMMERCIAL ✓ New Construction Interior Improvement Air Conditioner Install Piping Processed Air Exchanger % Gas ✓Exterior HVAC Unit Heat Pump Under/Above ground Tank ( Install / Remove) Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit, includes State includes State Surcharge Surcharge = $ TOTAL FEE $100.00 Residential New, COMMERCIAL FEES $60.00 Permit Fee Minimum Contract Value $ f f. 9 S x .01 / // / = $ 40 / - f 5 Permit Fee $75.00 Underground tank installation/removal, includes State Surcharge Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge _ $ Surcharge = $ (75, ( TOTAL FEE 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. x co- ? UIv bit-wDA Applicant's Printed Name FOR OFFICE USE Required inspections: .... .. UndergroundRough In Air Test KGas Service Test x AP TO: City of EaQau Sema iMn Hohenstein, Community Development Mike Ridley, Planning arrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering ,/Aaron Nelson, Engineering Dave Westermeyer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks & Recreation Jon Eaton, Utilities ✓Josh Wilske, IT Eric Macbeth, Water Resources Gregg Thompson, Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police FROM: Craig Novaczyk Date: 04/22/2016 Project Name: West End Trap Club Sub Type, Work Type: Addition to existing structure Address: 4899 Brooklyn Lane I347S`I — fr`/foArb /5 7 Sf 7 — to C. ..i4-Do/r-ro,t/ # 09 The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes 0 No Park Dedication O Yes 0 No Trail Dedication ❑ Yes 0 No Tree Dedication ❑ Yes 0 No PRV Required O Yes ❑ No REF Reconciliation between Engineering & Finance Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters TO: FROM: City of Eaftali Meo Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks & Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Water Resources Gregg Thompson, Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police Craig Novaczyk Date: 04/22/2016 Project Name: West End Trap Club Sub Type, Work Type: Addition to existing structure Address: 4899 Brooklyn Lane # 09 The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form. Please submit a response within 7 days. Comments: No Comments. Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes 0 No Water Quality Dedication Meter Size: O Yes ❑ No Park Dedication O Yes ❑ No Trail Dedication O Yes 0 No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes 0 No REF Reconciliation between Engineering & Finance c?0,44. 64)40:444' 14 Josh Wilske W 2016.04.22 08:58:29 -05'00' 4/22/16 Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters 41,11 City of Eap. Me�o TO: FROM: Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks & Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Water Resources Gregg Thompson, Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police Craig Novaczyk Date: 04/22/2016 Project Name: West End Trap Club Sub Type, Work Type: Addition to existing structure Address: 4899 Brooklyn Lane # 09 The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes 0 No Water Quality Dedication Meter Size: O Yes 0 No Park Dedication O Yes 0 No Trail Dedication ❑ Yes 0 No Tree Dedication ❑ Yes 0 No PRV Required Yep ❑ No REF Reconciliation between Engineering & Finance Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters 4,111 City of Eaaafl Me�o TO: FROM: Jon Hohenstein, Community Development mike Birley. Planning Darrin Bramwell, Fire Marsha ScottPeterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks & Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Water Resources Gregg Thompson, Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police Craig Novaczyk Date: 04/22/2016 Project Name: West End Trap Club Sub Type, Work Type: Addition to existing structure Address: 4899 Brooklyn Lane # 09 The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form. Please submit a response within 7 days. Comments: Mile_ Q� slit_ 1TTJ-I,�yr,,e Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes 0 No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: 0 Yes 0 No Park Dedication ❑ Yes 0 No Trail Dedication ❑ Yes 0 No Tree Dedication O Yes 0 No PRV Required O Yes 0 No REF Reconciliation between Engineering & Finance // &s 116 Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters TO: FROM: City of Eagan Veno Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks & Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Water Resources Gregg Thompson, Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police Craig Novaczyk Date: 04/22/2016 Project Name: West End Trap Club Sub Type, Work Type: Addition to existing structure Address: 4899 Brooklyn Lane # 09 The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form. Please submit a response within 7 days. Comments: ®<) oN A` 61,14_1 t J f S l Ss v Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No O Yes 0 No O Yes 0 No ❑ Yes ❑ No O Yes ❑ No O Yes 0 No ❑ Yes 0 N 1 174. ature ' Date Landscape Security Required Water Quality Dedication Park Dedication Trail Dedication Tree Dedication PRV Required REF Reconciliation between finance Zoning: Meter Size: G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters 4,1k City of Eapli Me�o TO: FROM: Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks & Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Water Resources Gregg Thompson, Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police Craig Novaczyk Date: 04/22/2016 Project Name: West End Trap Club Sub Type, Work Type: Addition to existing structure Address: 4899 Brooklyn Lane # 09 The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes 0 No Water Quality Dedication Meter Size: ❑ Yes D No Park Dedication ❑ Yes ❑ No Trail Dedication D Yes ❑ No Tree Dedication ❑ Yes D No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering & Finance Eric Macbeth Dre'�i'yare°ad'YEric Macbef5 DN: cn=Eric MacEaNi m=any of Eagan, au=Wafer Daa :2015 5 13 14: 2.D6 05,00 ofeagen.com, c=US Date: 2018.05.1314:42:08-05'00' Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters TO: FROM: City of Evan Moo Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks & Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Water Resources Gregg Thompson, Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police Craig Novaczyk Date: 04/22/2016 Project Name: West End Trap Club Sub Type, Work Type: Addition to existing structure Address: 4899 Brooklyn Lane # 09 The plans are located in the Plan Review area in Community Development. Please review and indicate any concems you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form. Please submit a response within 7 days. Comments: No Comments. Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes No ❑ Yes ❑ No ❑ Yes L No ❑ Yes No O Yes No O Yes LJ No O Yes 0 No Signature Landscape Security Required St-it(14,1(.! a�� S Water Quality Dedication YYl t �ti vYtLi / Park Dedication Trail Dedication Tree Dedication PRV Required REF Reconciliation between Engineering & Finance Zoning: Meter Size: Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters Craig Novaczyk From: Quinn Hutson <qhutson@cnharch.com> Sent: Wednesday, May 11, 2016 7:09 AM To: Dale Schoeppner; Craig Novaczyk Subject: 15099 - West End Trap Club: Occupancy Classification memo Attachments: Memo - West End Trap Club Occupancy Classification.pdf Good morning Dale and Craig, I have attached a memo reviewing the occupancy classification for the West End Trap Club which reviews the potential to consider the use an A3 occupancy instead of the originally submitted A2. Please review this and let me know if you need any additional information prior to tomorrow's meeting on this project. Thanks and see you then, Quinn S. Hutson, AIA, LEED AP Principal Direct 952-997-4583 CNH Architects 7300 W 147th St, Suite 504, Apple Valley, MN 55124 Office 952-431-4433 www.cnharch.com Confidentiality Notice: This message and any attachments are for the sole use of the addressee(s) and may contain privileged and/or proprietary information. If you are not the intended recipient, you are hereby notified that any dissemination or duplication of this message is strictly prohibited. If you are not the intended recipient, please notify us immediately by reply email and destroy all copies of this message. Thank you. 1 7300 WEST 147TH STREET SUITE 504 APPLE VALLEY, MN 55124-7580 (952) 431-4433 WEST END TRAP CLUB — OCCUPANCY CLASSIFICATION: PROJECT: West End Trap Club Eagan, MN CNH NO: 15099 DATE: May 10, 2016 TO: Dale Schoeppner — Building Official Craig Novaczyk — Building Inspector The West End Trap Club addition was designed by CNH Architects under my direct supervision. In the code review summary provided, we listed this building as an A2 occupancy but realized that it's operation as a social club and training facility wasn't specifically listed in the IBC, Section 303, directly under any of the provided occupancy types. Since we didn't anticipate any design impacts regarding this classification versus the A3 occupancy type we didn't further scrutinize this selection. During the city's plan review process it has been brought to our attention that this choice of classification does have a code implication that would require the building to include a fire suppression system per IBC Section 903.2.1.2, a fact that was overlooked in the original code review. While the building and addition is a single story building and less than the 5,000 square foot threshold listed by this code section, it does have any occupant load of 225 occupants which is more than the 100 occupant threshold in the remaining condition triggering sprinklers. We further realize that this A2 classification would likely meet the 100 occupant threshold even without the addition. Since this facility is served by a private well and city services are quite a distance away, the provision of a fire suppression system is a significant addition to the overall project. CNH Architects has since looked into the occupancy classification in further detail, looking at the IBC and the IBC Commentary as well as further discussing the use of the building with the representatives of the West End Trap Club. Based on this review, I feel that reclassification as an A3 occupancy could be justifiable for the following reasons. First of all, in the IBC the A2 occupancy specifically lists the following uses: banquet halls, night clubs, restaurants, and taverns / bars. This facility does not fit specifically into these categories since it is a social club and doesn't have a kitchen to prepare foods like a restaurant, doesn't have musical entertainment or banquet rentals, and only serves beer as part of its social club operations. Further, the club has very limited hours with the majority of the use in the winter months only on Sundays, which is the period most likely to fill the building's interior space, as most members gather outside during the warmer weather as part of the trap shooting activities. The other significant use of the building, and one of the reasons for the addition, is the large gun safety classes that would be taught regularly in the club. If the facility doesn't specifically meet the uses listed under A2, the code would then refer to the A3 occupancy for "other assembly uses not classified elsewhere in Group A." P:\PROJECTS\2015\15099\3 - CONSTRUCTION DOCUMENTS\CODE-ENERGY REVIEW\MEMO - OCCUPANCY CLASSIFICATION.DOCX Looking deeper into the IBC through the Commentary, the text lists other attributes that are typically found in A2 uses including : • Low light levels • Live band or recorded music at above -normal sound levels • No theatrical stage accessories • Later -than -average hours • Tables and seating creating ill-defined aisles • Areas designated for dancing • Serving alcohol and food • High occupant load density The West End Trap Club does not significantly operate with any of these risk factors with the exception of the sale of beer (but no hard liquor) as a part of its social club operations. We feel that some of the specifically listed A3 occupancies would likewise serve beer incuding uses such as bowling alleys, some community halls, and pool and billiard parlors. Given this more in-depth review of the operations of the West End Trap Club as well as the IBC Commentary, we are requesting that this facility be classified as an A3 occupancy. Please let me know if you have any questions or need additional information to review this issue. Respectfully Submitted: Quinn S. Hutson, AIA MN Reg. No.: 21234 Principal CNH Architects, Inc. cc: File Scott Swenson, West End Trap Club member Tom Wood, West End Trap Club member P:\PROJECTS\2015\15099\3 - CONSTRUCTION DOCUMENTS \ CODE -ENERGY REVIEW\MEMO - OCCUPANCY CLASSIFICATIONDOCX Craig Novaczyk From: Craig Novaczyk Sent: Friday, April 22, 2016 9:15 AM To: 'bill@berglundcustom.com' Cc: Quinn Hutson (qhutson@cnharch.com) Subject: West End Trap Club proposed addition @ 4899 Brooklyn Ln. We have started our building permit plan review for the above mentioned project. Please provide the following required submittal documents/information so that we may complete our review: 1. (2) sets of landscaping plans. 2. Completed Energy Code compliance forms for Building Envelope, Lighting and HVAC will be required prior to issuance of the building permit. 3. An Emergency Response Site Plan. I'm providing a Zink to our website that has an example showing the requirements. http://www.cityofeagan.com/images/CommunityDevelopment/Buildinglnspections/2O16Handouts/Handout E mergencyResponseSitePlanExample2O16.O1.pdf 4. Verify that the existing septic system is designed to handle the increased occupant Toad (reference the code analysis for the new total design occupant load). 5. Provide a lighting plan or reflective ceiling plan, that includes details for the required illuminated exit lighting and required emergency lighting (locations and type). 6. Plumbing (if any), HVAC, and Electrical plans are required to be submitted with their respective permit applications. Thank you in advance for your attention to these items, Craig Craig Novaczyk !Senior Building Inspector 1 City of Eagan City Hall 13830 Pilot Knob Road I Eagan, MN 55122 I (651) 675-5683 I (651) 675-5694 (Fax) I cnovaczvkra7citvofeagan.com 41101pt, oiEalau THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. 1 Craig Novaczyk From: Craig Novaczyk Sent: Thursday, April 28, 2016 1:11 PM To: Quinn Hutson (qhutson@cnharch.com) Cc: bill@berglundcustom.com Subject: Proposed West End Trap Club addition secondary plan review comments Quinn, After further review of the submitted plans for the above mentioned project, the proposed building will have to be sprinklered, per Section 903.2.1.2 (condition # 2) of the 2015 Minnesota Building Code. Please take a look at the Code and let me know what your thoughts are going forward. Thank you, Craig Craig Novaczyk 1 Senior Building Inspector 1 City of Eagan City Hall 1 3830 Pilot Knob Road 1 Eagan, MN 55122 1 (651) 675-5683 1 (651) 675-5694 (Fax) I cnovaczykta7.cityofeagan.com THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. 1 Craig Novaczyk From: Craig Novaczyk Sent: Tuesday, May 24, 2016 7:31 AM To: Quinn Hutson (qhutson@cnharch.com) Cc: Dale Schoeppner Subject: West End Trap Club project Good morning Quinn, It has come to my attention that there may be a considerable amount of ammunition being stored within the confines of the West End Trap Club building. If that is the case, please address the code requirements in the project's Code Analysis. You may want to reference State Fire Code for the storage of small arms ammunition. Thank you for your attention to this issue, Craig Craig Novaczyk 1 Senior Building Inspector 1 City of Eagan City Hall 1 3830 Pilot Knob Road 1 Eagan, MN 55122 1 (651) 675-5683 1 (651) 675-5694 (Fax) I cnovaczvk(cilcityofeagan.com CitpatEatau THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. 1 7300 WEST 147TH STREET SUITE 504 APPLE VALLEY, MN 55124-7580 (952) 431-4433 WEST END TRAP CLUB — SMALL ARMS AMMUNITION REVIEW: PROJECT: West End Trap Club Eagan, MN CNH NO: 15099 DATE: May 26, 2016 TO: Dale Schoeppner — Building Official Craig Novaczyk — Building Inspector tizz REVIEWED CZA16 Date: 5/Zc„l/ t Eagan Building Inspections Division I looked into restrictions or requirements for storage of small arms ammunition related to the West End Trap Club project. This is what I have found starting with the 2015 Minnesota Fire Code which references the 2012 International Fire Code. Section 5606 of the IFC states the following: 5606.1 General. Indoor storage and display of black powder, smokeless propellants and small arms ammunition shall comply with this section and NFPA 495. 5606.2 Prohibited storage. Small arms ammunition shall not be stored together with Division 1.1, Division 1.2 or Division 1.3 explosives unless the storage facility is suitable for the storage of explosive materials. Section 5606 goes on to provide additional information regarding storing in Group R or M occupancies but does not have any additional requirements relevant to this project. Paragraph 5606.2 doesn't apply to this project as the Trap Club doesn't store the ammunition along with any explosives. Consequently the governing regulation is the reference to NFPA 495. Excerpt from NFPA 495 — 2006 Edition 14.2 Small Arms Ammunition. 14.2.1 No restrictions shall be imposed on transportation of small arms ammunition other than those imposed by the U.S. Department of Transportation or by the presence of other hazardous materials. 14.2.2 No quantity limitations shall be imposed on the storage of small arms ammunition in warehouses, retail stores, and other occupancies other than those imposed by the limitations of the storage facility and by public safety regulations. 14.2.3 Small arms ammunition shall be separated from materials classified by the U.S. Department of Transportation as flammable liquids, flammable solids, and oxidizing materials by a distance of 4.6 m (15 ft) or by a fire partition having a fire resistance of at least 1 hour. 14.2.4 Small arms ammunition shall not be stored together with Division 1.1, Division 1.2, or Division 1.3 explosives, except where the storage facility is suitable for the storage of explosive materials. P:\PROJECTS\2015\15099\3 - CONSTRUCTION DOCUMENTS\CODE-ENERGY REVIEW \MEMO - SMALL ARMS AMMUNITION STORAGE REVIEW.DOCX Again, NFPA requires separating the storage of small arms ammunition from flammable liquids, flammable solids and oxidizers as well as all divisions of explosives. Since there are none of these materials stored at the building, this separation doesn't apply to this project. Consequently as Paragraph 14.2.2 indicates there are no quantity limitations in storing small arms ammunition. Looking at these two documents, I don't see any concerns relative to the storage of the small arms ammunition within this building. As requested, I also discussed with the representative of the Trap Club several other questions posed by the City of Eagan in your review. 1) The West End Trap Club does sell ammunition as a service to individuals shooting at the club. The club representative stated that there are typically a maximum of 80 to 100 flats in the building stored for sale to members. There are 10 cases per flat and 10 rounds per case resulting in 80,000 to 100,000 rounds total. 2) The representative of the West End Trap Club clarified that reloading of shells does not occur at the club. Please let me know if you have any questions or need additional information to review this issue. Respectfully Submitted: Quinn S. Hutson, AIA MN Reg. No.: 21234 Principal CNH Architects, Inc. cc: File Scott Swenson, West End Trap Club member Tom Wood, West End Trap Club member P:\PROJECTS\2015\15099\3 - CONSTRUCTION DOCUMENTS \CODE -ENERGY REVIEW\MEMO - SMALL ARMS AMMUNITION STORAGE REVIEW.DOCX Craig Novaczyk From: Craig Novaczyk Sent: Thursday, May 26, 2016 7:43 AM To: 'Quinn Hutson' Subject: RE: 15099 - West End Trap Club: Review of storage of Small Arms Ammunition Quinn, Thank you for researching the provisions of NFPA 495 and Section 3306 of the Fire Code. I believe the new 2015 MFC has been adopted, Section 5606 is where you will find provisions for "small arms ammunition and small arms ammunition components" (fyi, the provisions of the small arms ammunition section have not been amended in the new Code). After doing our own research into the Code(s) and the NFPA, we concur with your findings concerning the storage of ammo within the trap club's facility I do have a couple of questions concerning the small arms ammunition stored within the building: 1. Does the club sell their stored ammunition to the members? 2. Do the employees/members of the club do any reloading at the facility? Yes, I would like their storage of small arms ammo addressed in the code analysis (A letter with your findings will suffice) . Please include the answers to my questions in the body of the letter. Thanks again for your attention to detail concerning this issue, Craig From: Quinn Hutson [mailto:ghutson@ cnharch.com] Sent: Wednesday, May 25, 2016 4:55 PM To: Craig Novaczyk Subject: 15099 - West End Trap Club: Review of storage of Small Arms Ammunition Hi Craig, I looked into restrictions or requirements for storage of small arms ammunition related to the West End Trap Club project. This is what I have found starting with the Fire Code. Section 3306 of the IFC states the following: 3306.1 General. Indoor storage and display of black powder, smokeless propellants and small arms ammunition shall comply with this section and NFPA 495. 3306.2 Prohibited storage. Small arms ammunition shall not be stored together with Division 1.1, Division 1.2 or Division 1.3 explosives unless the storage facility is suitable for the storage of explosive materials. Section 3306 goes on to provide additional information regarding storing in Group R or M occupancies but does not have any additional requirements relevant to this project. Paragraph 3306.2 doesn't apply to this project as the Trap Club doesn't store the ammunition along with any explosives. That really only leaves the reference to NFPA 495. Excerpt from NFPA 495 — 2006 Edition 14.2 Small Arms Ammunition. 14.2.1 No restrictions shall be imposed on transportation of small arms ammunition other than those imposed by the U.S. Department of Transportation or by the presence of other hazardous materials. 14.2.2 No quantity limitations shall be imposed on the storage of small arms ammunition in warehouses, retail stores, and other occupancies other than those imposed by the limitations of the storage facility and by public safety regulations. 14.2.3 Small arms ammunition shall be separated from materials classified by the U.S. Department of Transportation as flammable liquids, flammable solids, and oxidizing materials by a distance of 4.6 m (15 ft) or by a fire partition having a fire resistance of at least 1 hour. 14.2.4 Small arms ammunition shall not be stored together with Division 1.1, Division 1.2, or Division 1.3 explosives, except where the storage facility is suitable for the storage of explosive materials. Again, NFPA requires separating the storage of small arms ammunition from flammable liquids, flammable solids and oxidizers as well as all divisions of explosives. This doesn't apply to this project. Consequently, as Paragraph 14.2.2. indicates there is no quantity limitation in storing small arms ammunition. Given that there aren't limitation, do you want any changes to the Code Summary? If so let me know and I will update with a statement of no limitation. Looking at these two documents, I don't see any concerns relative to the storage of the small arms ammunition within this building. I did check to see typical ammunition storage quantities at the building. The club representative, Tom Wood, noted that there are 80 to 100 flats maximum ever in the building. This is 10 cases per flat and 10 rounds per case resulting in 80,000 to 100,000 rounds total. Please let me know if you have any questions or if I am missing anything related to this topic. Regards, Quinn S. Hutson, AIA, LEED AP Principal Direct 952-997-4583 CNH Architects 7300 W 147th St, Suite 504, Apple Valley, MN 55124 Office 952-431-4433 www.cnharch.com Confidentiality Notice: This message and any attachments are for the sole use of the addressee(s) and may contain privileged and/or proprietary information. if you are not the intended recipient, you are hereby notified that any dissemination or duplication of this message is strictly prohibited. If you are not the intended recipient, please notify us immediately by reply email and destroy all copies of this message. Thank you. 2 Craig Novaczyk From: Jon Hohenstein Sent: Monday, April 25, 2016 4:28 PM To: Dale Schoeppner; John Gorder Cc: Mike Ridley; Erik Slettedahl; Dave Osberg; Bob Bauer (bauerr@dmshb.com); Russ Matthys; Craig Novaczyk Subject: West End Gun Club Expansion and Utilties Attachments: VoiceMessage.wav Dale, I know Scott Swenson and you discussed the potential for the West End Gun Club to expand the Club Building. Last week, the Club submitted their building permit application for the expansion. In the course of the zoning review of the application, Planning and Engineering noted the section of the zoning code that requires utility hook up if services are available. We have been discussing the interpretation of what "available" means and, while the building is 350' from the property line, sewer and water are in the street by the property driveway. In response to the voicemail attached, I called Scott back and visited about the situation. He said they understood from their conversations with you that it would be an option to either hook up or insure they have a compliant, sufficiently sized well and septic system. He read me an email to that effect that he said he had gotten from you dated November 4, 2015. He said he currently understands they can upgrade their on-site system for approximately $24,000 and they are prepared to do that. He believes the estimate for sewer and water hook up, including connection charges and SAC charges would be around $170,000. Based on the perceived option to upgrade on-site, they've proceeded with design and related expenditures. I told Scott the Code appears to require hook up, but that I want to know more from you and what you understood at the time, before we confirm any final conclusions, but I'd get back to him after we've had a chance to talk. I've visited with John Gorder and he recalls visiting with you about the general issue last fall, but not specifics and he said he hopes you have records of the conversations and assumptions. We'll see you when you get back and we'll catch up then. Jon Jon Hohenstein 1 Director of Community Development 1 City of Eagan City Hall 1 3830 Pilot Knob Road 1 Eagan, MN 55122 1 651-675-5653 1 651-675-5694 (Fax) I jhohensteinCcilcityofeagan.com THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. From: Cisco Unity Connection Messaging System [mailto:unityconnection©vm-mail.org] Sent: Monday, April 25, 2016 2:40 PM To: jhohensteinC@vm-mail.org Subject: Message from HOME FEDERAL (6514052001) 1 46' C!tyofEaall To: File From: Pamela Dudziak Date: April 26, 2016 Subject: Gun Club History In response to the current proposal by the Gun Club to expand the club house and parking facilities on their property, I reviewed our files for history of development of this site, which is summarized below. 1961 — Special Use Permit issued to Gun Club permitting shooting on Sundays and two weekdays. Property was zoned Agricultural. By 1964, the property was zoned P, Park, which remains the zoning today. 1980 — Special Use Permit expanded to permit the addition of a third weekday evening, specifically Thursday. Condition required the Club to dedicate 40' half R -O -W for Gun Club Rd. to the north. (2010 Agenda memo clarifying days of operation indicates the Club operated historically on Sundays, Tuesdays, Wednesdays, and Thursdays.) 11/19/2002 — Variance approved for parking lot and access road performance standards (crushed rock vs. pavement w/ curb & gutter), ultimate NURP pond standards, and temporary sewer holding tank system. Gun Club was proposing to replace the four buildings with two new buildings -- a new clubhouse and an accessory structure for storage. The Nov. 2002 staff report identified that the property was not serviced by City sewer and water, and that the property was unplatted. The Variance was continued to 12/02/02 for further discussion on big picture issues with the property. The 12/02/02 CC Agenda Memo includes : "The proposed club house will require a new septic system to be installed and City staff has concern relating to such an investment when it is very likely that a utility extension from Red Pine Lane to the south will occur within the next three to six months to serve anticipated development on the Mr. Jim Oberg property [i.e. Red Pine Crossing]. Development of the Oberg property will result in utilities being extended and available to the Gun Club at their northern boundary. The City staff has previously investigated opportunities to extend City sewer and water utilities to the general area of Gun Club Rd. and 120th Street at the Rosemount border, which would provide the West End Hunting and Fishing Club and surrounding areas with sewer and water serviceability in accordance with the City's Comprehensive Plans." In the 12/02/02 City Council minutes, the Gun Club's representative stated "the Club would agree to install a holding tank and then connect to City services within 12 months of service availability. He further stated they would install a NURP pond and would pave the parking lot within 24 months of improved access being provided." The conditions of Variance approval do not specifically stipulate these improvements, but include "A development agreement shall be attached to the variance." However, I see no development agreement in the Variance file. The conditions also state "the applicant waives the right to appeal assessments at the time of public improvements." Was such a development agreement created, does it include a Waiver of Hearing for assessments, and does anyone have a copy of it? Ultimately, the new buildings were constructed, and apparently, issuance of the building permit was allowed on unplatted property, although Waiver of Platting was not specifically referenced in the report or City Council minutes. 2004-2005 — Adjacent property to the east was subdivided and developed as single-family (Long Acres and Homestead Village subdivisions). 2005 — State Shooting Range Protection Act implemented (May 28, 2005). 2008 — City Attorney memo interpreting state statutes with regard to Gun Club operations and noise (in response to alleged noise violations raised by developer of adjacent residential subdivision). Memo appears to indicate expansion of hours and operations is permitted, even where gun club is a nonconforming use provided it operates within shooting range performance standards. 2010- Clarification of conditions regarding days of operation to be limited to Sundays, Tuesdays, Wednesdays and Thursdays. Recent info indicates they are now operating on Mondays — not clear if they added Monday, or swapped Monday for one of those other days. Would a new CUP be needed to expand to additional days of operation? Or approval/clarification to alter which four days of the week they do operate? Or are City limitations on gun club operations moot, given the 2005 Statute which apparently gives gun club's the ability to expand? 2011? — Gun Club access relocated from Gun Club Road to Brooklyn Lane to the east. If the Club's operations are expanding now, does that raise the question again about the amount of traffic and the extension of 120th Street further west? 2016 — Proposal to expand clubhouse and parking: Site conditions today indicate the Club did not proceed with the phasing in of site improvements noted in the Council minutes — the parking lot remains crushed rock; we have no permit on file for installation of a septic tank so it may still be only the temporary "holding tank alluded to in 2002;" and the site is not connected to City utility services, which were not ultimately extended to the site from the north as anticipated, but sewer and water were installed within Brooklyn Lane adjacent to the property with residential development around 2005. Craig Novaczyk From: Craig Novaczyk Sent: Monday, April 25, 2016 8:16 AM To: bill@berglundcustom.com Cc: Quinn Hutson (qhutson@cnharch.com); Erik Slettedahl; Mike Ridley Subject: West End Trap Club Addition In regards to number (4) of my building permit plan review comments (verifying the design capabilities of the existing Septic system), our Planning staff is reviewing the requirements of the Conditional Use Permit for the site, to determine whether or not the expansion requires connection to city sewer and water. We would suggest holding off on determining the capacity of the septic system until the sewer and water connection determination is made. Thank you, Craig Craig Novaczyk 1 Senior Building Inspector 1 City of Eagan City Hall 1 3830 Pilot Knob Road 1 Eagan, MN 55122 1 (651) 675-5683 1 (651) 675-5694 (Fax) 1 cnovaczyk(a�cityofeagan.com City of EaQau THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. 1 Craig Novaczyk From: Dale Schoeppner Sent: Thursday, May 19, 2016 10:03 AM To: Craig Novaczyk Subject: FW: Gun Club Dale Schoeppner I Chief Building Official 1 City of Eagan City Hall 1 3830 Pilot Knob Road 1 Eagan, MN 55122 1 651-675-5699 1 651-675-5694 (Fax)1 dschoeppner(ilcitvofeagan.com *CityofE THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. From: Jon Hohenstein Sent: Friday, May 13, 2016 9:28 AM To: 'Scott Swenson'; Dale Schoeppner; Russ Matthys Cc: Dave Osberg; Mike Ridley; Quinn Hutson; Bob Bauer (bauerr@dmshb.com); Tom Wood (tom.wood214@gmail.com); Steve Sandberg; Darrin Bramwell; Craig Novaczyk Subject: RE: Gun Club Scott and All, Thank you, too, for talking through all the items yesterday. I think the path is being clarified. • Utility Connection — We have confirmed the interpretation that availability of utility service includes consideration of the cost of connection. While utilities are available to an edge of the property, the 350' distance from the boundary to the building makes the cost of connection prohibitive and, therefore, staff has determined that connection would not be required for this project. • Property Platting —The City Attorney's office has confirmed that platting is necessary in order to take out a full building permit, but they have concluded that it would be possible for the Club's contractor to clarify the permit application to take out a footing and foundation permit in advance of completion of the plat process. Please work with Dale and Craig to provide the modified information that would be necessary to pull that part of the project out of the plans submitted to date. Please continue to work with them as well on the information necessary to finalize the rest of the building permit, so it's ready be released when the final plat is completed and recorded. • Platting Costs v. Area Charges — We have confirmed with Public Works that utility and storm water area charges would apply at the time of subdivision and connection charges would apply at the time of utility connection, whenever either would occur. Platting does not trigger them. So there will be the application fee and processing costs to complete the Final Plat application, as overviewed by Mike Ridley yesterday, but no area charges or connection charges to complete the process. • Building Type Determination — We made good progress in identifying the kinds of things that would help finalize a determination between an A-2 and A-3 occupancy. Tom and Steve, we'll look forward to seeing your narrative on gathering types, parameters and frequencies as soon as you can complete it. Please address that to Dale and Darrin and copy the rest of us so we know when it has been received. 1 Thanks again for working to resolve these matters and best of luck with the project. Jon Jon Hohenstein 1 Director of Community Development 1 City of Eagan City Hall 1 3830 Pilot Knob Road 1 Eagan, MN 55122 1 651-675-5653 1 651-675-5694 (Fax) 1 jhohenstein(a�citvofeaian.com Cit, oil THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. From: Scott Swenson [mailto:scott.swenson@hfsb.com] Sent: Thursday, May 12, 2016 12:55 PM To: Jon Hohenstein; Dale Schoeppner; Russ Matthys Cc: Dave Osberg; Mike Ridley; Quinn Hutson; Bob Bauer (bauerr@idmshb.com); Tom Wood (tom.wood214(agmail.com); Steve Sandberg Subject: Gun Club Good afternoon, I would like to thank you for your time on this project. In this response I have added Tom Wood and Steve Sandberg. I wanted you to have their contact information in case you had any questions. Tom will work on a memo to John regarding our current uses. Bob will work to confirm whether we can began prior to the platting being continued. Can you confirm who will respond with the projected costs for the platting and related fees? I will have access to email until tomorrow evening. Subject to the permit and platting costs we are excited to move forward. Thank you again for your time. Scott 0. Swenson Market President Home Federal Savings Bank 2805 Dodd Road, Suite 160 Eagan, MN 55121 Direct 651-405-2001 Fax 651-405-2039 scott.swenson@hfsb.com www.justcallhome.com [map to bronchi Click here to send me a secure email' "Enhancing the financial well-being of our clients and community one relationship at a time." This email may contain confidential and/or privileged information. If you are not the intended recipient please notify the sender immediately and destroy this email. Any unauthorized copying, disclosure, or distribution of the material in this email is strictly forbidden. 2 Craig Novaczyk From: Quinn Hutson <qhutson@cnharch.com> Sent: Tuesday, June 14, 2016 5:17 PM To: Thomas Wood (tom.wood214@gmail.com); Mike Ridley Cc: Scott Swenson; Bill BERGLUND (bill.wbconstruction@msn.com); 'Gregory Gentz'; Craig Novaczyk; Dale Schoeppner Subject: 15099 - West End Trap Club: Plat Update Hi All, I just received an update from Greg Gentz at Rehder & Associates which prompted this update to everyone on the status and remaining steps for plat approval and release of building permit. 1. City engineering review has been completed and minor changes made to the plat. 2. Dakota County surveyor has completed their review and will provide release tomorrow morning. 3. The next step is to submit all items to the City of Eagan for approval by City Council. This involves the following: a. I will drop off the signed application form and deposit agreement forms at Rehder & Assoc tomorrow morning. b. Tom Wood — please drop of the check(s) made out to the City of Eagan to Greg Gentz at Rehder & Assoc offices tomorrow if possible. c. Greg Gentz will drop off all items at City Hall once he has the two items above in hand. 4. The City of Eagan will review the submitted applications and plat, and assuming all is in order, put the item on the next available City Council consent agenda for approval. 5. After City Council approval, mylar copies of the plats are made and these then need to be signed by the Owner and City. 6. Mylars are then dropped off at Dakota County and a receipt is provided. 7. A copy of this Dakota County receipt is given to the City of Eagan completing the plat process. 8. At this time a building permit can be issued. Depending on City Council meeting dates and agenda submittal deadlines, my estimate is that the above steps will likely take about 2 %2 weeks. If anyone has any questions or clarifications on these final steps, please let me know. Thanks, Quinn S. Hutson, AIA, LEED AP Principal Direct 952-997-4583 CNH Architects 7300 W 147th St, Suite 504, Apple Valley, MN 55124 Office 952-431-4433 www.cnharch.com 1