The URL can be used to link to this page

4425 Pilot Knob Rd Use BLUE or BLACK Ink r For Office Use 1 Permit qg City of Ea~~ I Permit Fee: D 3830 Pilot Knob Road 1 I Eagan MN 55122 1 Date Received: Phone: (651) 675-5675 R r, F I V E D 1 1 I Fax: (651) 675-5694 I Staff: I APR C 5 71 L-----------------I 2011 COMMERCIAL BUILDING PERMIT APPLICATION Date: "G Site Address: I~2,~ A-fi I k,4 /'Z'd Tenant Name: L! r) "0. (Tenant is: New;/ _,,,~-Existing) Suite M Former Tenant: PROPERTY OWNER Name: L /G s cc.. Phone: Z Address / City / Zip: ✓ 7 Lt Applicant is: Owner Contractor -7 l'on TYPE OF WORK Description of work: tk!Ip kp k n Construction Cost: Old CONTRACTOR Name: License M Address: City: State: Zip: Phone: om/ r-L L 5 2- G Contact: Email: nIt ARCHITECT / Name: Registration M ENGINEER Address: City: State: Zip: Phone: Contact Person: Email: Licensed plumber installing new 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 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.gor)herstateonecall.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 Ci ~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 rk will be in accordance with the approved plan in the case of work ich requires a review and approval of plans. Applicant's Pr nted Name Applicant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation _ Public Facility ✓ Accessory Building Apartments _ Commercial / Industrial _ Exterior Alteration-Apartments Lodging _ Greenhouse / Tent _ Exterior Alteration-Commercial Miscellaneous _ Antennae Exterior Alteration-Public Facility WORK TYPES New _ Interior Improvement Siding _ Demolish Building* Addition _ Exterior Improvement ✓ Reroof _ Demolish Interior Alteration _ Repair Windows Demolish Foundation Replace _ Water Damage Fire Repair _ Salon Owner Change Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation 000 °-w- Occupancy MCES System Plan Review Code Edition SAC Units (25%-100%-) Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction 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 No Reviewed By: Cm d I& Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee • 00 Water Quality Surcharge 3.O o Water Supply & Storage (WAC) Plan Review b • G D 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 TOTAAf' 3, ® d Page 2 of 3 CITY OF EAGAN Remarks Addition .SeCt+10I1 28 Lot alk Parcel in n28m n1 Q 77 Owner ?Wv?-( street state EAGAN ylIJ 55122 "?/? E Y ? I'}l tJT -- Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK 'D 1976 1 SEWER LATERAL " WATERMAIN WATER LATERAL WATER AREA 35 ? ? . r STORM 5EW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PH O N E: 454-8100 BUILDING PER1111? T ? SHHLTER 8 Est. Vaiue Receipt # .4? 173,? 6 S+te Address "1 S PI I.OT KNOS RD Lot Block Sec/Sub. Parcel No. 02800-010-77 W Name CITY OF EAGA1? ; Address 3830 PIIAT ICNOB 1tD ? City EAGAN Phone 454"8100 Zo Name ?? a K CONST'RUCTION ,0g Address 9038 p 110TN ST ? City STILLWATER Phone 4Z6--1613 WW Name BONESTR00 Address 2335 Y NVY 36 a W City ST PAUL Phone 63?? I hereby acknowlege that I have read this application and state that the information is correct and agree to comply with all applicable State ot Minnesota Statutes and City o1 Eagan Ordinances. Signature of Permitee A euilding Permit is issued to: A 6 iC COIi3TRUCTION on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordmances. Building OffiCial , OFFICE USE ONLY Occupancy 5-4 a""2 FEFS zoning PT (Actual) Const -Y--N Bidg. Permil (Allowable) V- iq 1 3urcharge N ot Stories ??? Length ?t1 ? Plan Review Depth 36 ? SAC. Cily S.F. Total 1000 S.F. Footprints low SAC, MCWCC On Srte Sewage _ 1Nater Conn On Site Well - Waler Meter MWCC System City Water ? Acct. Deposit PRV Required _ S/W Permil 8ooster Pump - SNU Surcharge APPROVALS Trealmen( PI Road Unit Planner _ Council BIdg.Olf. _ VariclnCe _ / Park Ded Copies TOTAL bO. SO Permil No. Permit Holder Date Telephone # WATER SEWER PLUMBING H.V.A.C. ELECTRIC .??'G'? 3 ? ?,?, ' ? l.%t•? ? '?`? ?J tiJt-? ? Inspection Date Insp. Commenfs F??ingS 1 ; ///4/ g wQ- Foundation Framing Y? 1 9Q f? Rooting Rough Pibg. Rough Htg. Isul. Fireplace Final Htg. Final Plbg. Const. Meter Plbg. Inspector - Notify Plumber Engr.IPlan Bidg. Final G' Ll= Oeck Ftg. Deck Final Well Pr. Dlsp. IlOAS IAKE PAW d . . .? CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PNANR- d5d.R1 AA BUILDING PERMIT To be used for Est. Value 1?'(): 00 Site Address ^ Lot Block Sec/Sub. ' '?1.0?? Z? Parcel No. a Alame ;AN 3 Address ° City Phone a r• ?• ,'. ? ?„ . ,0 Name ou Address U ? City " ?. Phone s W I City Phone I hereby acknowledge that I have read this appli, information is correct and agree to comply witl Minnesota Statutes and City of Eagan Ordinanc Signature of Permittee A Building Permit is issued to:.__ _ on the express condition that all work shall be do applicable State o( Minnesota Statutes and City Building Official Receipt # . ??v cI ?D Date m and state that the applicable State o( OFFICE U3E ONLY On Site Sewage Occupency 4 MWCC System Zoning On Site Well (Actual) Const City Water (AllowaWe) PFiV Required ik of Storfes Booster Pump Lehgth Depth S.F. Total Footprint S.F. APPROVALS FEES Engr./Assess. Permit Planner Surcharge Council Plan Review Bldg. Off. SAC, City Variance SAC, MWCC Water Conn. Water Meter Road Unit ? Treatment P1 Parks TOTAL ' Permit No. Permit Holdsr Date Telephone ik Plumbing ? H.V.A.C. Electric Softener Inspection Date Insp. Comments Footings I j Footings II Foundation Framing ? Roofing Rough Plbg. Rough Htg. Isul. ' Fireplace Final Htg. Final Plbg. Bidg. Final ? Cert. Occ. Temp. LP Deck Ftg. Deck Final Well Pr. Disp. ? ?,,.. . k ' . • ' ' ? ,;„ ' PLUMBING PERMIT ' CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN, MN 55122 Site Address ;tii -a Lot Block - Name t=«+llr. i L,!? ? Address : c City €.f. ir Name ; Address , ?q? o CitY Phone FEES COMM/IND FEE - 196 OF CONTRACT FEE APT. BLDGS - COMM RATE APPLIES TOWNHOUSE & CONDO - RES. RATE APPLIES MINIMUM - RESIDENTIAL FEE - $12.00 MINIMUM - COMM/IND FEE - $20.00 STATE SURCHARGE PER PERMIT - .50 (ADO $.50 S/C IF PERMIT PRICE GOES BEYOND $1,000.00) PERMIT # RECEIPT it T DATE: L4 BLDG. TYPE WORK DESCRIPTION Res. New X Mult. Add-on Comm. '?c_ Repair Other RES. PLBG. ONLY - COMPLETE THE FOLLOWING: NO. FIXTURES TOTAI Water Closet - $300 $ Bath Tubs - $100 Lavatory - $3.00 Shower - $3.00 Kitchen Sink - $3.00 Urinal/Bidet - $3.00 Laundry Tray - $3.00 Floor Drains - $1.50 Water Heater - $1.50 Whirlpool - $3.00 Gas Piping Outlets - $1.50 (MINIMUM - 1 PER PERMIn Sottener - $5.00 Well - $10.00 Private Disp. - $10.00 Rough Openings - $1.50 JEE: STATE S/C: FOR: CITY OF EAGAN GRAND TOTAL: CONTRACT PRICE Site Address Lot Block m ? Name Address c City ? c Name Address 3 „- PERMIT # - MECHANICAL PERMIT RECEIPT # C(TY OF EAGAN 3880 PiLOT KNOB ROAD. EAGAN, Mw15122 DATE: It e PHONE:454-a100 • 1 ;' Y r • ? ,. _ ' BLDG. TYP&;?.9 WORK DEBCRIPTION % „ ?SeclSub :? ritm New ? Mult Add-on Comm. Repsir TYPE OF WORK Forced Air M BTU Boiler M BTU Unit Heater M BTU Air Cond. M 8TU Vent CFM Gas Piping Outlets i? Other 4 E S C. TOTAL: FEES RES. HVAC 0-100 M BTU - a24.00 ADDITIONAL 50 M BTU - 6.00 (RES. HVAC INCLUDES A/C ON NEW CQNSTRUCTION) GAS OUTLETS (MINIMUM -1 PER PERiIAIn - 1.50 FA COMM/IND FEE - 1% OF CONTRACT FEE APT. BLDGS. - COMM. RATE APPLIES TOWNHOUSE 8 CONDOS - RES. RATE APPLJES MINIMUM RESIDENTIAL FEE - ALL ADD-ON & REMODELS - 12.00 MINIMUM COMMERCIAL FEE - 20.00 STATE SURCHARCaE PER PERMIT - .50 - SIGNATURE OF PERMfTTEE ? ? ' FOR: CITY OF EAGAN CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PE?RMIT Receipt # RlIK SNELTBR 8 70 6e used far pUMp HOUSS #14 Est. value $120,000 Site Address "iS PILOT KHOS RD Lot Block Sec/Sub. Parcel No. 02800-010-77 W Name CITY OP EAGAti 3 Address 3$30 PILOT KId08 1tD ° City EAGAN Phone 454-8100 Name A 6 K COI+ISTRUCTiON Address 9038 Ii 1lOTH ST City STILLi1/1TER Phone 426-1613 Name DONESTROO Address 2335 N HMY 36 City ST PAUL Phone 636-4600 I hereby acknowlege that I have read this application and state that the information is correct and agree to comply with all applicable State ot Minnesota Statutes and City of Eagan Ordinances. Signature of Permitee A euilding Permit is issued to: A 6 K CONSTRUG?ION on the express condition that all work shall be done in accordance with atl applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official - .- . ... ? ,. t-.? ... . •.:K:' '10 171?s OFFICE USE ONLY Occupancy 5-4 3-2 FEFS Zoning PT (Actuaq Const V?N Bldg. Permit (fuawable) V-N 60.00 Surcharge 8 of Stones i Length 34 ' Plan Review Depth 36' SAC, City S f Totai 1wo tow SAC, MCWCC S.F. Footprints On Site Sewage On Site Well MWCC System ciry water PRV Required Booster Pump APPROVALS Planner Council Bldg. OH. Variance JDI Water Conn Waler Meter Acct. Deposit S/W Permit S/W Surcharge • ? TreatmeM PI Road Unit Park Ded. Copies TOTAL 60.50 Pe?mit No. Permit Holde? Date Telephone # WATER SEWER PLUMBING H.V.A.C. ELECTRIC Inspection Oate Insp. Comments Footingsl W,Q-- Foundation Framing Y ! ? 9D f? Rooling Rough Plbg. Rough Htg. Isul. Fireplace Final Htg. Fnal Plbg, Consl. Meter Plbg. Inspector - Notity Plumber • Engr.lPtan Bldg. Final Oeck Ftg. Deck Final Well Pr. Disp. ??? ' _. . .. ?. .?,. . y_. 7 _ .?; ?..I??. 1 4 • ? ' . . . ' .. ' ;? . .=Y _ k ?KS f_ ?F ?'?? ?.. :? .? ' ' ? ? ?•?S??f??? ? ?•4r? ? X. , . . i n ' ' ' .§? ?1 - - . • . . . • " ? . . . .. . / v?J I CITY OF EAGAN Permii No: Date: -' 3830 Pilot Knob Road Meter No: Size: ? P.O. IBoz 21189 Reader No: Date: ? Eaaan. Mh 55121 II JL Zoning: i Acct Conn. Dep:Chg: ??T..?S rT^ i I'7'.`? No. of Units: Permit Fee: I agree io comply wiih the City of Eagan Surcharge: Tr. Plant Ordinancea. Meter. ? Misc.: By WATER SERVICE PERMIT i CITY OF EAGAN NO 17356 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 i i?10NE:454-8100 BUILDING PERMIT Receipt PARK SHELTER & To be used for pl[.{p NOIIRF. !F1 Q EsL Value $:20.000 Date DEC 14 , 1989 Sile Address 4415 PILOT KNOB RD Lot 81ock Sec/Sub. Parcel No. 02800-010-77 w Name CITY DF EAGAN 3 Address 3830 PILOT KNOB RD 0 CitY EAGAN Phone 454-8100 o Name A& K CONSTRUCTION 0a Address 9038 N 110TH ST ? Ciry STTi..WA .R Phone 426-1613 Ww Name BONESTR00 w ?,- ? Address 2335 W HWY 36 14'M City ST PAUL Phone 636-4600 I hereby acknowlege that I I e read this application and sla[e that the inlormalion is correcl ee to c ply with all applicable State of Minnesota Slatutes d I Ea a rdi c . Signature of Per ,?? 4?? OFFICE USE ONLY Occupancy B-4 $-2 FEFS Zoning PF (ACWaI) Const V-N Bldg. Permit (Allowable) V=N Sumharge 60.00 x of Slories 1 lengih 34 ' Plan Review Dept? 36' SAQ Ciry S.P. Total 1D-00 S.F. Footprinls lnoo SAQ MCWCC On Sile Sewage _ Waler Conn On Si1e Well - Water Meter MWCC System - Cily Waler Acct. Deposit PRV Required _ ShV Permit Boosrer Pump - SIW Sumharqe • 5o Treatment PI APPHOVALS Road Unit A & K CONSTRUCTION Planner A Buildinq Pe mit ? issued m: - Park Ded. on the expres ntlilion that all work shall be tlone in accordance with all Council applicable Stale ol Minnesota Statutes and City ol Eagan Ordinances. Bldg. OfL Copies '? (e{ ? (j ,pa /'? ? 6 Building Oflicial vadance T AL CITY OP EAGAN N! 15 3 0 9 ? 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 BUILDING PERMIT 'PHOA:454-8100 Receipt# ? ?? 6,76 Tobeusedtor PARK PAVILION Est.Value $180,000 Date .1ULY 6 1988 Site Address Lot 1 E Parcel No 4425 PILOT KNOB RD 77 Sec/Sub. SECTION 28 a Name CITY OF EAGAN I z Address 3830 PILOT KNOB RD o City EAGAN phone 454-8100 a 114ame M G ASTLEFORD C0, IN: 0 oQ Address 1200 W HWY 13 : City BURNSVILLE Phone 890-6300 r? wW Name_ ? Address aw CitY_ I hereby acknowletlge that I have read this application antl state that Ihe information is correct and agr to ply w" h all applicable State of Minnesota Statutes and Ci of ag rdi ces. Signature ot Permittee?. ? A Building Permit is issue o: ASTLEFO ..7, INC ontheexpressconditionthatallworkshallbedoneinac dancewithall aOPlicable State of Minneso[a S-tat?uItes and City of Eagan Ordinances. Building Official_??.fd{?1?1---rA? OFFICE USE ONLY On Stte Sewage X Occupancy A-4 MWCC System _ Zoning PF On Site Well (Actuaq Conat V-N Ciry Water X (Allowable) v-N PRV Required _ # of S}ories 1 Booster Pump _ Length 132' oevtn 100' S.F. Total Footprint S.F. 5880 APPROVALS FEES Engr./ASSess. Permit Planner Surcharge 90.00 Council Plan Review Bidg. OH. SAQ City Variance SAC,MWCC Water Conn. ? Wa[er Meter Road Unit Treatment P7 Parks TOTAL 90•00 ? 05 3 50?12 Requasl Date 0 i 7-' Flre No. Rough-in Inspection RequiretlP ? ReaOy NowXWill Notlly InepWor Wh R 9e, Yes O No en eady? Lk licensed contractor ? owner hereby request inspection of above electrical work at: Job Adtlress (Shcet. Box or RoWe No.) ff r.MR.! q G Lv? cny y171/lt tLb . C b ' i?C/ SecGOn No. Township NamB or No. Rarige No. County V, ko7"e, Occupant (PRIM) c;7'y of PMrip No. Power Supplier Da k?Ya EJ.c,Ti r. Co Addreas y36d ^?' S ? ..,,M h Electriral Cmtraclor (COmpany Name) Comrec[or'e License N. 7?w?N e;r ??n; o qc7? y Mailing AtlEress (COn ctor or Owner Making lirelellet n) 2 7 ? ? i . t/I7 /OH 31 " 3S, ? 0 '1v/V'1 i .r o ae Jb N o' /? / 7 /A Auihorizetl Si u oMra r/Owner Meking Ir.# Phorre (Number ?/' / ? / ..s??4?. / MINNESOTA STATE BOApO OF ELECTHI66 THIS INSPECTION REOUEST WILL NOT Grlg9s-Mitlway Bltlg. - Room S173 BE ACCEPTED BV THE STATE BOARD 1821 llnlveralty pve., SL Peul, MN 55104 UNLESS PROPER INSPECTION FEE IS FhoneJel2)692-0800 ENCLOSED. ????/sv P snq,?s REQUEST FOR ELECTRICAL INSPECTION ? See iretrucl?ans br wmpleting this brm on back oi yellow copy. ? X" Below Work Covered by This Request Uw (/.q az _ ew Atld Rep. TypeofBuilding AppliancesWiretl EquipmentWiretl Home Fange Temporary Service Duplex Water Heater Electric Heating Apt. Building Dryer Other (Speciy) CommJlndustrial Fumace Farm Air Conditioner - Olher(specify) Conlraclor§Rema ' W -te N.,,se E? Compute Inspection Fee Below: # Other Fee # ServiceEniranceSize Fee # Circuits/Feeders Fee Swimming Pool 0 to 200 Amps j o to 70o Amps ? Transformers Above £li02? Amps pm Above Amps Signs Inspecta§ Use Onty: /? O AL ^'"' 'S Irrigation Booms l?Q• ???a Special Inspection ? Alarm/Communication Other Fee ? I, the Electrical Inspector, hereby AougMin aa certify that the above inspection has been made. ? oare OFFIGE USE ONLY t/C This requasl vdtl 18 manihs irom This re0ues[ void / ?C p? 16 mon'hs (rom ? / O E 4_5 610 1?y5ZFI Request Daie Fire No. Rouuh-,n Insuection R¢QyAetl? [:]ReadY Nnw ill Notify Inspec- i Wh [ y?Yes ?NO or en qeady P Licensed Elec[ncal Contractor I heraby requast inspecHOn of above ? Owner electrical work inslalled at: Svee t A dOresS. Box or Route No . i ty C p ? ? ?? ? ? ; ? '` 1 (JI KG (l `-?I? IT ^ ectwn o. Townshio Name or No. Range No. C ou nty ^ ? Y 4'! <-?T-x+ OccuVnM IPHI TI Phone No. r Power S pp ier Address w ElecyijalConhactor ICOmpanY Namel Comrar,wr's Liconse No. 1 ` ? ( Q?-D ? Mi g AdJress ontracmr or Owner Making Installation) --?L4- ' l - ss \ rized Sipna re lCOntractor Owner M. king Installatinnl Phone Numbcr ? ?693?'1 Z MINNESOTA STATE BOARD OF E CTRICITY Griggs.Midwav Bltlg. - - 91 1821 Universitv h e.. St Peu1, MN 55704 Phona (612) 642-0800 THIS INSPECTION flEQU[5T WILL NOT BE ACCEPTED BY THE STATE BOAflD UNLESS PROFER INSPECTION FEE IS ENCLOSED. REQUEST FOR ELECTRICAL INSPECTION . ee?-00001 .06/ Ili, See instmctions ior comolatins this form on beck o1 ? ( /? vellow coov. E p `I.561'U "'}("' Below Wark Covered by 7his Request Fdtl NaD. Tyoe ol Bwltline APOlia.Ce! Wi,etl Enuiument WireA Home Raoge Temporary Service Duplex Water Heater Liyhtiny Fixtures Apt. Building Dryer Bectric Heabn Commercial Bidg. Furnace Silo Unloader Industrial Bidg. Air Conditioner Bulk Milk Tenk Farm tnnr peu v iner Isnr.r,ivl 1her 01hcr Compute lnspection Fee Below p Fea Service EntreneaSixe n Faa Faedets/5abfeeders b Fee Circvlts Uto200Ams Oto30qms 0tn30Ams Above 200 qin ?s t 31 ro 700 qn?s 31 to 100 Am s Swimming Pool A6ove 100-Am s Above 100_Am{» Transtormers Irrigation Booms Partial.`Other Fee Speciallnspection U(,7 o., nereev that the above ion has been matle. ? Lu,_?`I`L,--SeciTbn_ 3i NsTUr hsn= cOMPUr ? CO 4000 BEAU D' RUE DRIVE EAC'aAN, MINNESOTA 55122 Phone 454-3544 ? Ir c -t TEST REPORT , SUBSURFACE SOIL INVESTI6ATION AND PERCOLATION TEST RESULTS FOR PRDPOSED PARK PAVILIDN Thomas Lake Park Eagan, Ihinnesota 18 April 1988 Project 88039 ? . i INTRODUCTION This report summarizes the findings of a subsurface soil investigation completed by Instant Testing Campany for th= construction of a pavillion building and associated onsite wastewater treatment system at Thomas Lal:e PerH, Eagan, Min- nesota. Location of the proposed work is on a peninsula of land, recently graded and improved, at said park, located west ef and adjacent to Pilot k:no6 Read, just north or` Cliff P.oad. Said work was performed for the City of Eaqan. ?ark=_ Department, herea4ter referred to as the "Owner" Seven soil borings were accomplished within the project area to establish soil profile=_, water table elevations, in- place soil compaction, and other information. In addition, two test ho1=s were prepared, and percolation tests were Re- rformed in each. From this data, recommendatians were devel- oped for design of buiiding fountlations and slabs and for de- siqn of an or.site wa=_tewater trea±ment system. 88036 -13- ing pad area wetter than surrounding areas for a con- siderable amount ?f time. Again, a clay "cap" on the site will tend t? prevent this. H. Onsite Wastewater Treatment Svstem: The possible presence of a zone of saturation within 4.5' of existing ground surface and suitable soils 4or treatment systems lying only very close to surface lev- els together with the given percolation rates and re- quired setback distances indicate that a rather narrow selection af types of systems will suffice for the in- tended purpose. The design recommended in this particu- lar case is a shallow drainfield with drop boxes. However, one distriGution box will have to be utilized to properly divide flow between the two areas available for soil treatment. The structure that the system wiliserve is estimat- ed to accommodate, on a peak day, approximately 150 persons, mostly visitors, but a few picnickers. Accord- ingly, the wastewater flnw from the structure is esti- mated as follows: 150 C 3 gpd = 450 gpd. This is obtained through inferrences from the "Water Use" section of the UofM/MPCA Onsite Sewaoe 7reatment Manual. Based upon this flow, the percolation rate, and other data, the following standard designs, or any other de- sign based upon the data, may be used: 88U38 -14- Septic Tank, gal (min) 750 (recommended) 1000 Depth of Rock, in iZ Acceptance Rate, sflgpd 1.336 Treatment Area Req'd, sf 600 Width of Trenches, ft 3 Footage of Trenches Req"d, ft 200 Typical sketches of a shallow drainfield trench, drop 6ox system, drop box, and distribution 4ox are attached to this report. The trenches should be in- stalled with the trench bottom from 16 inches below existing surface level. This will result in a trench depth of approximately 12" on the downslope side, thus preventing "daylighting" of the rock material. Soils encountered should be carefully monitored to assure conformartce with those discovered in the borings and test holes. The septic tank and disposal facility should be lo- cated at separation distances as noted in 6 MCAR 4.8040. These distances are summarized in the tabula- tion attached to this report. The only additional ad- visory is that the treatment system be off limits to travel by foot or vehicles, or the area shouid be bar- riered to prevent thi5 traffic. This is hecause such travel will compact the soil or drive the frost deep, possibly causing system 4ailure. On the basis of the above data and a topographic survey of the praposed treatment area, a d25ign of the onsite wastewater treatment system has been generated and is attached to this report. This design assumes $$038 -15- that the slab of the proposed building will be set at elevation 101.0, that the main wastewater collection line will exit the building as shailow as possible, approximately elevation 100.0, and that minimum grade will be applied to drainage pipes. Note that the treatment area will have to extend to the area southwest of the proposed building, between two walking paths. This can be effected by utili2ing a distribution box to divide the flow. Special care should be utilized when constructing the distribution box for even the slightest deviation from equivalent elevations on the outlet pipes can result in an uneven distribution o4 effluent. Also note that ductile iron pipe should be used when pipes cross paths at shallow depths. LIMITATIDNS OF INVESTIGATION The Soils Engineer has prepared this report in ac- cordance with generally accepted soil and foundation engi- neering practices. Because the borings represent only a small portion of the total site and for other reasons, Instant Testing Company does not warrant that the borings and percolation test holes are necessarily representative of the entire site but only of the boring locations at the time of investigation. HecauSe of the influence of various construction pro- cedures on site suitability, methods presented in this re- port may lead to a successful installation of the founda- BORING LOCATIONS FOR Proposed Pavillion Building and Onsite Wastewater Treatment System Thomas Lake Park Eagan, Minnesota Project 88038 INSTANT TESTING COMPANY aWU BEAU O' RUE ORtVE C o EAGAN MINNESOTA 55122 _ CEDAP AVE. at t.H. q ? Vicinity of Borings S & 7 and Perco- lation Test Holes 1 & 2 (See detailed map) Note: Boring locations are schematic only DO NOT SCALE DRAWIt3G:!: Rnri nn d Boring No 3 _, Elev = 99.5 32' Restrooms 32' ? -M ? 64' Scale: 1" = 20' 48' Pavillion Area oring No 1 Elev = 100.6 64' BENCH MARK: • Top of stake marking water shut-off Elev = 100.00 48' Classroom 32 32' Boring No 2 Elev = 100,1 * ? Borina 6 ivc+rA Air rcc+riul± OnUDA A/V iirOirsIr? /Lai//?iD LpvmI nn., PROJECT: 88038 - Thomas Lake Park Pavilion, Eagan, Minnesata LOG OF BORING NO: 4 DEPTH SURFACE EIEVATION: 98± SAMPLE LAB 8 OTHER TESTS IN ' GEOLOGY H W6 ? TYPE R W DEN p ? FEET DESCRIPTIONANDCLASSIFICATION i : : Gray-Ok Brown Loam FA , w/vegetation, gravel, moist Red-Brown Clay Loam 2 w/tr gravel v moist 3 4 N 5- End of Boring - No Refusal 6- 7 8 9 Bore hole back£illed with 10 cuttinqs on 9 April 1988 11 12 13 14 15 16 17 18 19 20 21 WATER LEYEL MEASUREMENTS ORILLING DATA SAMPlEO CASING GYE•IN DRILLING MfATER pA7E TME DEiTN DE7TM DEPTM MUD LEVE LEVEL CTBw ChiBf: ?A 4-8 :20 51 4' moist Method: 4" FA 4-9 1:50 88 BorinpCompieted. 4-$- /lV STA Al T TESTING C4MPA NY PROJECT:98038 - Thomas Lake Park Pavilion, Eagan, Minnesote LOG OF BORING NO: 5 DEPTFi SURfACE ELEVATION: 94 t 5AMPLE LAB 8 OTHER TESTS IN GEOLOGY N WB L L FEET DESCRIPTIONANDCLASSIFICATION # TYPE R W DE . P.L. Gray-Ok Brown 51 Organic Plastic San y FA 1 Loam w ve etation ravel moist Red-Brown Clsy Laam Z w/tr gravel grittier in upper partian 3 v moist 4 N 5 End of Boring - No Refusal 6 T I 8 8 Bore hole backfilled with cuttings on 9 April 1988 10 11 12 13 i4 15 16 17 18 1B 20 21 WATER LEVEL MEASUREMENTS DqILIING DATA pATE TME SAMVLED flEPTM CAStNG DEPTX UVE•IN DE7TM ORILIING MUD LEVE WATER LEYEL Crew Chie1: DA 4-8 9:40 5' 419" None eaethod 411 FA 4-9 1:55 4'8" " Borinp Completetl: 4 - 8 -88 /NSTA NT TEST/N6 COMPA N.Y PROJECT' 88038 - 7homas Lake Park Pevilion, Eegan, Minnesota LOG OF BORING NO: 6 DEPTH SURFACE ELEVATION: SAMPLE LAB 6 OTHER TESTS GEOLOC Y N WB tN a TYP R W DEN L.L. FEET DESCRIPTIONANDCLASSIFICATION * E P.L. rganic oem, w vegetetac:n, grav , moist Brown Plastic Sandy Loam, w/a littl ? ravel, roots v moist Red-Brown Clay Loam Y 2 Refusal - End of Boring 3 4 5 8 T I 8 9 10 Bore hole immediately backfilled with cuttings 11 12 13 S4 15 t6 17 18 79 20 21 WATER LEVEL MEASUREMENTS DRILLING DATA SAMPLEC GSING CAVE-IN DRILLING WATER pATE TME DEPT11 DEPTN OEiTN MUD IEVE LEYEL Crew Chief: PH 4-8 12:00t 2' 2' None 3" SCS Bucket Auger, Metnod: Hand Operated Borinp Completetl: 4- 8? 88 (Af[+TA Atr rcc%riArr± PnuoA &Iv I/I1,7II'7/I / 1 LJ/ /I?V i?V/I1/ nI?.I PROJECT: 88038 - Thomas Lake Park Pavilion, Eagan, Minnesota LOG OF BORING NO: 7 DEPTN SURFACE ELEYATION: g 7+ - WB SAMPLE LAB & OTHER TESTS IN ' GEOLOGY N E fl p ? FEET DESCRIPTIONANOCLASSIFICATION #f TYP W DEN ; : Black Organic Plastic Sandy Loam Hp w/roots, vegetation, gravel, v moist ? Lt Brown Plastic Sandy Loem Z tr gravel, root penetrations, v ma st 3 Red-Brawn Clay Laam w/tr gravel, cobbles q v maist 3 mottled End of Boring - Na Refusal 6 7 I 8 Bore hole backfilled with cuttings on 9 April 1988 S 10 11 12 13 t4 15 16 17 18 79 20 21 WATER LEVEL MEASUREMENTS DRILIlNG DATA OATE TIME $AMVLEO DEFTM CASING DEDTN CJAVE•IN OEpTM DAILLiHG MUO LEVE WATER LEVEI CrBw Chie1: °H 4-8 1:00 5' 5' None Metbul: 3^ SCS 8ucket Auger Hand Operated 4-9 2:00 5' " 4-B-88 Borinp Completed: IT- Basin _ CO- INSTANT TESTING COMPANY 4000 BEAU D' RUE DRIVE EAGAN, MINNESOTA 55122 CEDAR AVE. at T.H. 13 PONTABLETESTINOOFMIOHWAYCONStNUCT10NMATERIALS G. J. KOPACEK, PqOFES510NAL ENGINEER CALL 451-3544 PERCOLATION TEST eG4 88038 Location "n, r,.,,,, Vokr Park 1 aoan' I-1 iun Test Hole Number I Depth to Bottom of Hole Lb " Diameter of Hole 6" Depth, Inches Soil Texture b-4 ?_ raT gravei,veSeYatio ? ?av,d?, I?oC!rn 9-Ib + Rro.?v, 1?In5+ic q q I??te yrauel ? w?roo{ iv??rusiors Percolation Test By Cr0.i Date of Test y-9- ime Time Interval trlinutes Measure- ment, Inches Drop in Water Level, Inches Percola- tion Rate, Minutes per Inch emarks lO'.S i4ial 10:54- 11:48 IA ovisis+e'+? e '.? ?1e It: 4 r CC\11 Z' I O. ?107 I O 15 C) 9 16.7 I 'Z 1233 iT 0.95 15.8 ?nC ?.1ls Percolation Rate= J? _Minutes per inch IT= ONES ISSBIS CO- INSTANT TESTING COMPANY 4000 BEAU D' RUE DRIVE EAGAN, MINNESOTA 55122 CEDAR AVE. at T.H. 13 VORTABIE 7ESTI NO OF H16M W AY CONSTRVCTION MATERIALS G. J. KOPACEK. PROFESSIONAL ENGINEER CALL 4Sr-35U PERCOLATION TEST :Pro?ec+ 88038 LOCdL10[1 j1.,oH0.S Lc16G PcLrk r QoDY)rMinh Test Hole Number Z Depth to Bottom of Hole Diameter of Hole Depth, Inches Soil Texture 0-7 Cn hrou%? SI OrpuAic ?)Insfic S4v?cH bUO-h+ w?a 1?t41e 9rcxvel? Goloblei, ?.+??e9etat?or 7- Ib Brown F7I4S'FiC Sct?dv I >oni-i y,./a lii-Flc 9rauel, c-obbles, wjroo'! t?+rusiovis Percolation Test By Crnia Date of Test 4-19-88 ime Time Interval eiinutes Measure- ment, Inches Drop in Water Level, Inches 'rercola- tion Rate, Minutes per Inch emarks 12?o I'10- 2'- o ?nc v?h in I?C-(; 0 S I: : z 20 I 2 25.0 1:24 : 54 o 1.2 D,S o z 2(p 30 rs 2. Percolation Rate= 25 Minutes per inch Attachment to Soil Investigetion Report Instant Testing Company CIAY 100% o 04 d°r f TEXTURAL CLASSIFICATION OF SOILS o? Y'1 from: Mn/DOT Gradin5 6 Base Manual Figure B 5-592.603 Note: The term "Loam" rePers t? a particular mixture of sand, silt, and less than 20% clay. Adjectives descri5e the predominating material(s) in a loam. AASHTO Gradation specifications: Gravel z.Omm* Sand 0.074 - 2.0 mm Silt 0.005 - 0.074 mm Clay less than 0.005 mm p CL ?i. 0? ? O p? O O . ,. Uto INSTANT TESTING COMPANY 4oao eeAu o nu¢ oarve EAGAN MiNNE50TA y6122 CEOAN I1VE MT N 13 ? e- W-\ y,,aa / 9b 30?: No 7?. ?ro?osF? WuS?twal2r ?rtw'? ?^n?h? ?0.t\ \\ ?? ? !? ? 1` l?e•-c. o \?.i: o ? ?' v =-?/' ---_- ` !re %0.a%e? " . k. .vo ?n? 0.? 88039 fiev 040 3'4i? OIP , wst T ?.r . ? ??5 Of ?• 4 ..?' _ ??? ? - ...... 11?.r' 9qXy 9X t ?A? ?, : q4 / ' ? 8 • t?o.i? ' .. . . .. 'Y ?\ ° . ?`• ? '? - . ? 4 , / / ? ? ? - ?, ?.- • ?Cox /Z' , CA l O ^l / ''(? ? • r _ ? ] ?. f + rcaJr..? ?.00 SF ? , ,l:,r•. / ? y IJ a 1 f• - ? hvC, ??\O.? ? , ?;'f ??c.,•,l?-• X- ;:.__? :... ? l?? ? •,?? _ ..`?. / 1`.-eA AW _ iDroC ?(7X , i, `? _ ?• r, ?C) x - sC?\.' 1 -/'J V '?•.-:T"_ 1?rov7ti t Cx:o - ? Ce.?aeuv? ?.??arve?l ? Itti ?:,:'• `',j ???,. W, •?'.. a-?. S L..K c U' w?lw s1tiw? 1988 B(32LDING PERMIT APPLICATION - CITY OF EAGAN SINGLE FAMILY DWELLINGS INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCULATIONS NOTEs ADDAESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGN9TE WHICH ADDRESS IS DESIRED. NO CHANGES WILL HE ALLOWED ONCE BUILDING PERMIT IS ISSUED. MULTIPLE DWELLINGS RENT9L ONITS FOR SALE UNITS U OF IINITS INCLUDE 2 SETS OF PLANS, CERT2FICATE OF SURVEY - CHECK WITH BLDG. DEPT., 1 SET OF ENERGY CALCULATIONS COtM1ERCIAL INC[.UDE 2 SETS OF ARCHITECTURAL & STAUCT[IRAL PLANS,' 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS paRePAv?LIoN To Be Used For:," Valuation: ,,Date: Site Address --L47r, ; -,t'? 41 ? IC.? ' 1e.a ? _ OFFICE USE ? Lot ? Block ? On site sewage V MWCC system Parcel/Sub On site well City water V Owner PRV required _ Booster Pump _ Addresa City/Zip Code i/i,-/ Phone 1/'i `/ _ APPROVALS FED ,IUN L4Ma Oceupancy A - q Zoning pF Actual Const V-N Allowable V-N # of stories 1 Length 132, Depth 10191 S.F. Total Footprint S.F. gf3?3n FEES Contractor Engr/Assess Planner A.ddress /.!•-, i? %c / fi?, . / ; Couneil Bldg. Off. ?M-7Zy City/Zip Code Variance __ Phone Areh./Engr. `? L-f?t-, i•, ? %?. ?i, r?? Address City/Zip Code i%/,"? GPhone U Permit Surcharge Plan Review SAC, City SAC, MWCC Water Conn Water Meter Road Unit Treatment P1 Parks Copies TOTAL 90. w ?'?eo3'. Nv , N o 1q' 89-og SINGLE FAMILY DWELLINGS 2 SET3 OF PLANS 3 EEGISTERED STTE SUR9EYS 1 SET OF EUiERGY CALCS. 1989 BiJILDIHG PERMTT APPLICATION CTTY OF E9GAN 1 e13i (p MULTIPLE DWELLINGS 2 3ETS OF PLANS HEGI3TfiRED SITE 30AVEYS - (CHECg WITH BLDG DIV.) 1 3ET OF ENERGY CALCS. !lULTIPLE DWELLINGS RENTAL IINITS FOR SALE iTNTTS ., COM4MERCIAL 2 SETS OF ARCHIiECTURAL & STRIICTORAL PL9NS 1 SET OF SPECIFIC9TIONS 1 SET OF ENERGY CALCS. # OF DNTTS HOTEs ADDRESSES FOE CORNER LOTS - CONTRACTOABOMEOSiNEA MUST DESIGNATE WHICH dDDRFSS IS DFSIRED. NO CHANGFS WII.L BE ALLOWED ONCE BDILDING PERMIT I3 ISSIIED.. SEWER 6 AATER PERMIT FEES AND ACCOONT DEPOSTT F'EES iTII.L BE INCLIIDED iTITH THE HOILDING PERMTT FEE. PROCESSZNG TIME FOA SEWER AND W9TER PERMITS IS TWO DAYS ONCE A PERMIT H9S BEEN CAMPLETED INDICATING A LICENSED PLUMffiER. PEN6LTY APPLIES WHEN: PERMIT IS NOT PAID FOR IN SAME MONTH IT IS HEQIIESTED. LOT CHANGE IS AEQDESTED ONCE PERMIT IS ISSOED. pV.n p ? o 0 s P ? ?PP,eK?- ,? To Be Used For:_?e+}} No. 14 ^'? ?aluation: -f-}{oMps LAKE Ppy?C ? site Address 44+5 i'«oT kxoF- Q'D. Lot _ Block Pareel/Sub PlRae-010 - 7 7 Owner C ;'f'Y' D F CA G,4 ),( 9ddress 3 03o P; f o4 Kna b ed City/Zip Code FAGfjN M/J, 5S)zZ Phone 4S¢ - 8 / 0 v Coatractor A? Co ., s ????-? ? a '1 Address 11036 14 /10..;6( S'T City/Z1p Code APPRDVALS Phone LL 261 -//., 1 3 7o h n ADDERA? ?lanner ouneil 9rch./Engr. gon <s :4 o. Bldg. Off. Variance 9ddress ol a0 DDo.pO Date: ltJa? ll? 1989 10 Occupaney IIy fiZ Zoning P R Aetual Const V- N Allowable V-N # of stories 1 Length _311 Depth 36 S.F. Total I04tn Footprint S.F. 10vo On site sewage On site rrell MWCC System City water i/ PRV required _ Booster Pump _ F'EF.S Bldg. Permit ?-' Sureharge o* Plan Aeview SAC, City SAC, MWCC Water Conn Water Meter Aect. Deposit S/W Permit - I&Surcharge .50 Treatment P1. Road Unit Park Ded. Copies SIIBTOTAL Penalty rora[, lo o . ? ? v ? ? Q ? ? ? City/Zip Code , M ; y„ SS// Phone f 434- 740 D 0 O h! 3 8' BITUM1 TRniL ? O ry?? L P? PROPOSED WELL SITE 1\? P fTJNO 8• g,tum,NOUS O ?TION_ LIN?? D P ? _ ?- - - - r R0. (C0. RD. 31l - ? ? ? p1LOT KNOB ?--- WELL 14 - SITE PLAN EAGAN, MINNESOTA / o w z3 50 , 1 \? I ? ?r ?.2 i? ' u BMM??I00 LJ pyM? Elm NW??IIk ? ia A?M?b? u nr ?rr 71e: MAP., 1989 Camm 49483 Fig. No. I EXHIBIT D CASH RECEIPT CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE 19 RFCiflpA ?./ `„('LCX?I ?l/[.L?iM{J ` AMOUNT $ .3a s o ? 8 DOLLARS ,m ? CASH !rj GHECK y cicl?S' P<? ? l??h ?cf= 7?, m FUND -._ O&lE T - --- . --qMOUNT? ? - + U 1-7D O o2. Thank You ?ev N4 90431 mitP_yw_Copy Yellow--POSIi? Capy Plnk-Fila Copy APFLICATION FOR PERMIT SEWER AND/OR WATER CONNECTION ? NCri'E: PA7NfITf OF FEE AT TIME OF ? ; nertlcaTTON oors Nar car ; ; srrivre nrrxcFnt oF PERb-aT. ; : ; iN.srrmaa oe sam nrn/Ot cm!rEx . ;. •y IFISPAIdATLOIIS WiLL IdC/P BE S.^""..?n`^ i ? [RPI'!L PFIi6IIT HAS BEFS] ApPRCNm. ? lk?W •?:?eeaitr???t»:taa»::+?w:t?rx+??«? Ity OF GC1cjt8n (PLEASE PRINT 1) PROPII2TY ADDRFSS: T•FI;AT• DFSCRIPTION; IF EXISTING STRL?CTURE, DATE OF ORIGINAL BUILDING PERMIT ISSUANCE: Nbnt Year PRESENT ZODIING/PROPOSID USE: Q CONIIMMCIAL/REi'AIL/OFFICE Q INDOSTRIAL [K, INSTIT[JTIONAL/GOVERDA'IENT 2) NAME: ADDRESS: CITY, STATE, ZIP: PHONE: R-1 SZNGLE FAMILY ? R-2 DUPLEX ('itvb Units) ? R-3 TOWNHOOSE (Three + Units) Q R-4 APARTMENT/CODIDOMINIDM 3) ' NAME: ADDRESS: CITY, STATE, ZIP: PHONE: MASTII2 LICENSE # 4) M??ADl•, tvP,nE: ADDRESS: CITY, STATE, ZIP: PHONE: Units) ( Units) lj Active Expired Not recordec St Initia i1 5) ? a• : •?u .t ?? Q CONNECTION TO CITY SEWER [? CONNECTION TO CITY WATER ? OTF?E2 6) ***?**********?********?t* *,?***«+,*?++************W*********?**?**?****?*??***********?*?**; ? 7giE GOIA COPY OF SE SENP DIRDLTLY TO PUBLIC WORKS TO FACILITATE MEi?R PICK-UP. PLEASE AI,TAW ZDA FY)R PROCF.SSING. SOMFONE FRom 7m CITY WILL CONPACP YOi] IF TFIERE ? * ARE ANY PROBLEbLS. .;. ?** ***??*w ***tr **,rr*?*w??****,t***?***+?+**,r* *,t* * ***+*+*?**,r,r*+r*+***,e,tt*?*+a * **#*,?,e **,e***+?+*+rx*****; FOR CITY USE ONLY PERMIT # ISSUED ... ? ??-7 Pd w/Bldg. Permit FEES: . . . ?. ; . . ?. : , ' ' . s , $ • - • ? SEWER PE?2MIT (INCLCDE SURCHARGE) , ? .. $ ,$ WATER PERMIT (INCLUDE SC'RCH RGE A ) $ $ WATER METER/COPPERHORN/OOTSIDE READER $ $ WATER TAP (INCLUDE CORPORATION STOP) $ ? $ SEWER TAP $ $ 'ACCODNT DEPOSIT - SEWER $ $ ACCOUNT DEPOSIT - WATER $ $ WA?.y . ,.. .. ?4 $ . . ' . ' ' $ . SAC ?v ? $ , ? . . . ' . . . : '. ? ? $ TRLNK WATER ASSE S SMENT , . $ I` $ 'TRUNK SEWER ASSESSMENT $ $ LAT&RAL BENEFIT/TRC'NK SEWER . $ $ . , ? ;;.. . . .. A s . •L TERAI BEIVEFIT/.TRL'NK WATER $ . ..s . ..-i ..- WATER TREATMENT °PI,`ANT SDRCHARGE $ $ OTHER: $ $ TOTAL . S' ' .. . , ;.+ ?k, ;, ?" ; ?.'1 ' •', '?' , j. = RECEIPT RECEIPT ' DOES UTILITY CONNECTION REQUIRE EXCAVATION IN PUBLIC RIGHT OF WAY? F--j YES IF YES, THEN A"PERMIT FOR WORK WITHIN PUBLIC ? ROADWAY" MUST BE ISSUED BY THE ENGINEERING NO DIVISION. LIST AS A CONDITION. SUBJECT TO THE FOLLOWING CONDITIONS: . ' APPROVED BY': -G [/ r .0 TITLE: DATE : ,S-P Testing, Inc. SOIL AND PERCOlAT10N TESTS SEPTIC SYSTEM DESIGN MPCA CERTIFIEO STEVEN B. SCHIRMERS 951 KATVDID LANE NE ST, MICHAEL, MN 55376 PH. 497-3566 . , , . L 1? 6 '1'7? SF-c Zs S-P TESTpNG, INC. , 951 KATYDID IANE ST. MICHAEL, MN 55376 4973566 STEVE SHIRMERS October 11, 1988 Egan Park & Recreation Egan, Dakota Co.,'.MN This sys*_em is designed for a Park with 200 guests at 5 gal/each/day totalinq 1000 gal/day. Designed in accordance with the Minnesota Pollution Control,Agency Chapter 7080 and local ordinances. The soils on this site ar.e typical of SCS soils mapped - Heyder complex. A seasonally high water table was located at 54", 62", 66" & 90111 (mottling). The bottom o.f each trench must be located at least 3' above the seaso,nally high water table. The soils at a depth of 1.8" , 24" & 30" have a percolation rate averaging 27.7 min/inch and are adequate for a standard treatment system. A oumping chamber will need to be installed to lift the effluent to the treatment area. The oower suoply ar.d swibches must be located outside the manhole and pumping chamber in a weather proo£ enclosure. A warning device must be installed with a light and sound device, this is in case of a pump failure. (Mercury floats are a good me*_hod). Thesupply line pipe.must have back drainage to the pumpin5 chamber. Dual pumps with an alternating relay switch will be needed. All neighboring wel.ls are lorated more than 100' away from the proposed treatment area. • . Keep all heavy equipment off of the proposed treatment area before and after construction as much as possible. The treatment area should be marked off before construction. Wi*h proper installation and maintenance, this sys±em should have no problem in treating septic effluent effectively. It is recommended.that the septic tanks be pumped every 2 years. SBS/ds 5oi: and Percolation Teata Septic Syatem Aeaign ., Steven B. Schirmers ?J ' Y,FFV ktA NEp!/y EqUiF/:<?t+T Ot"S OF THE TREA: Y.E:vT .fRf'(5 aFjO,f A'lJq'(XTER GaAJSTRUCI'!ON Cf/.cCK U?1F%GRdiROUNb (J7-1L1T/ES ?i . _.-.. . . ? f 3a• .. . x ? 3 C?1?L.CO GomPA? r? . . T-3am Z4q?L CcYb?7-`X-T?Dl.? ' ? ' ? ' . . . . M . 6N0 oF do. ? ? aqo, ¢etK oR'»iNiaU 81.8 4 ?- . ?yrrs' ??,-? nS TRhiG , _ . rr ' ' rD l? I_ ? - # o. ? / ?'+ ' ? ? X . OG9P 4v.7+aES % - ? o az FJ 30"? tie ?M?r-*-?. 9Q.8-? . . . . . . . . . . . . . . . .. . . . . s=?co 1600 .SA.F'TI.L)/ 3 ?+-?IOL 1.Sl.µ?S SOO t 1 N. V?. --vir, lc-_t-s LFIES /00 ?L05aL7 ? 7-6M /S -rOP Ot' G0.t/G. i?Gf(F- , c)c .PE.s7 ROOM -RUJGO%tl?r ?LS f/ - /Ob, d a ? 10oG - ?? ?-? 1- AK.C : . . BPercoiction Tes's Scoie / X$oil Borings e Bench Mark Note : This sysiem is to, be constructed lo meet the Minnesoto Pollution Con±rol Agency Stonda(ds - W PC 40 & Local Ordinance . I pROPERTY OF:,?c 6A9 P,4.Rfi 5 ? gr,9.2A7-10.tT "T?+Om R s ,iF6 AM.tl.' OAk07'A 60. S-P TEST/NG /N Oesigr?d By: < ?-?= -- Oote !C/15/Y4 PH.612-497-3566 0•_11?eK ?.aU Li ? \ i SET-BACKS - -i-I- ------ 3'to4 " icyer of uncornpocled I ? hcy or s!reN covered with 0 red ros:n paper ? i n N ?-{ I rdr.e s;Gevr^_ils & bollom to ? I rz^nwe smeorir.q -Y- ? - exist;riq qraCe tock GI; 6"min. 4 `p?pe dio. z' I . i 1? fOCR fl'ef fnOtznOl I i?-=- !9 ? 36 System must be : _ Tank !2! irom property lines frorn wBl lSCrik wFTf=?- 1o from b!dgs. - ? -., Treo',ment arza ?4 'fran lakes streams U?saE¢??? Treo!ment areo 10_' from property lines Loi:2' {rom we!Is c1 tN wn-K'E?. • A?6'`1?'L? aSZa from bldgs. rRENcH x- sEcTioN - ? (m;n. ot 1,ao Lenchzs) (mox. le.r)g!h 100') JQ ? from irees ote: Power suF?,ly and s?.v'ches must be in o rreo!her proof endrr ure outsiae - puiripi,rg chumber, . fTllfl. a,y , 'P? A _ -= ??--'-`- - -? - -' D e?-913.y Tank . ?' Tonk ; ?-- ? ' - Drop to Tank "? • ? ? - - j ? Grade ? % s'?cpe Fwv? u? Ai leost 41/2' 0( und;s:urbed Min. 1" 10 8' earth beMeen irenches ; Purnping ? Max.l"to4, -m ux.-s siaatLOw) ' cnomber DF20P BOXES ? 4 10 6 "dio. pipe SYSTE41 OESIGN TYPE- , - Percoiolion rote-Wl.) min.finch(designj6-??Omin/inch) SOIL 80RING EI.EVOJhS TH.'I EL.-?S ? 7H.02EL.-9_0 ?3 _ TH"3EL.- ? .? o l N."^. EL- ?6 e.y TNa5 El.-_ E•-EVATION of PROPOSED PUMPING CHAh•.BER-1(,.3 (ground elev.) R?-?"C?90.W._1 _Su4.S3 JAD 40 - w/ ia." ov: zoc.K---' )( ax ?Ues<s aT s9?,1 e.a,. J da y) - '. . Treafinent oreo required w/ of rock filler moteriol? 10% =iv?ysg.ft. of trench boltom _orea needed :_?? trench width fin. ft, o( irench needed , number of drop boxes_ (_to be determ?ned by the ins!ol!er)', ' Number of tanks required.A_, Ist iank ooOgot., 2nd ton?Lw,gol. minimumsp?_" . ? `?-------- --- --- - _ . . Clean rock 'Zi cu. yds. ( 3/4 "fo 2 I/2" dio. , includes 2"obove p?pe ? ? 3'To U s? ' PROFERTY OF : €6?L'L\'+- • Pumping chamber copacity= 25°/0 of daily sewoqe flow'of1?,QgaL =Ag?agal.*Re?e:v=.s!????sSoL* Pipe back dreinage?U gal.=`LYLZ gal. cop. ' Y?LQ?A-Cinti1 'MorhAS LRK-C-- P_ 1.1P( NE-F-ilOO 4?RL t°•?vnPb Reu:w.mC-?b SoC I.w..n. •.. . ??'. ?_:1?YaT-? T?1?..1. OAv?-:-rY.? ?/? . ?•.--id-+ pipe oc?i droirwge 1` go!./IOOSn.fL.a pipe- fer,gth of pipe rzeded opna`l0 ft. =?aoi, ? ?[iQx-_o n"?t--W-Pump size_Ua_hp w/mercury floot pump contro's ?-r?ea-??) 339q1, R6mqif-???+?., RE lNE-rAL_i_V--o gELOUJ f-V'cx LiN` e?.pq •? a<.! /w„n ' S-PT?EST/N,p6 1NC. ? - Note : When cor?tructing bed -, ihis area sheuld be sheped No'e? Dislonce from treo'ment crea lo neighboring v,el!s- ' Desgned By : ZCP?---- ? to divert run-off from entering treatmenl orea. Date'/Q/14/gK , PH. 612-497-3566 L-13 CERTF°T_YATION n 005.27 boq s of Soil Borinps ? Loca=ion or ?roj ect' Eaan Park & Rzcreatioii, Egan Borings made by S-P ^_'estinq, Inc. Steve Schirmers Date 10-4-88 Classifiction Sy s*_em. AASHO ; USDA-SCS X; Unified ; Other Auger used (chec k two): Iland X, or Power , Flight , br Bucket X Depth, Boring number 1 Depth, Boring number Z in in fee± Surface elevation' 89.5 feet Surface elevation 91.3 0 ? Topsoil dark brown sandy " Topsoil dark brown sandy ?-- 0- 6 loam 0 - 8" l oam Brown sandy loa'm 1 Brown, sandy loam 2 - 2 - 5" - 2-1/2' 811 _ 2'811 3- Reddish brown sandy ' 3_ Brown loam 21811 - 3 4 loam to loam Reddish brown sandy 2-1/2' - 4' loam 4_ 4_ 31411 _ 4'811 Reddish brown loam 5- 5_ Reddish.brown d l we 418" - 5-1/2'- m001in oam san y Gray brown loam 6- 6_ 5-1/2' - 6-1/2' 7 - 7 - IIrown loam 7-1/2'weak mottling i 8- 4' = 8' g_ 6-1/2' - 8' I \1 End of borina at 8'. feet. Standina water table: present at feet of depth, hours •afCer boring. No± oresent ir. hole X . Comments: End of boring at $1 feet. Mottled soil: Observed a*_ fee*_ ot aebtr.. Not present in hole Standing water table: present at feet of depth, hours after boring. Not present in hole x Mottled soil: Observed at 5-1/21 feet of depth. Not present in hole Comments: L-13 , CERTIFICA?'•Z6N # 00627 Toas oF Soil Bor±nqs •• Location or Proiect Eqan Park & Recreation, Egan Borinys made by S-P TestinG, ?nc. Steve Schirmers _ Date 10-4-88 Classifiction System: AASHU ; USDA-SCS X; Unified ; Other Auger used (check two): Hand X, or Power , Flight , or Bucke*_ X 'h Depth, Boring number 3 Depth, Boring number 4 in in feet Surface 'elevation 87.0 feet Surface elevation $6.9 0 - Fi - rown san y.oam " 0 Topsoil dark gray brown r 0- 6 0- 8" d l D k i i l il oam san ar gr Or g na topso - y 1- ndy 6„ 112„ brow? a 1- Brown sandy loam _ o m G ay bron ,2„ _ 1,$„ sanT?am 8" _ 118" 2- 2- Reddish brown sandy loam Brown sandy loam 118" - 218" Reddish brown sandy loam to 3- 3_ loam z,$„ _ 31411 Reddish brown sandy loam 4 - 4 - 4-1/2'-mottling 3'4" _ V8" 5- 5'2"-mottling 5_ Reddish brown loam ° - 11 - 2 4 8 _ 5 V 9.1' _ 5-1/2' ' HIT ROCK 6- Rusty brown sanc,y loam .6 _ 5-1/2' - 7' _ 7 7 _ HIT ROCK. B - ' g - Bnd of boring at 71 feet. Standing water table: present a*_ Fee*_ of depth, hours •aFter boring. Not presen*_ in hole X' End of boring at 512" feet. Standing water table: present at feet of depth, hours after boring. Not present in hole X Mottled soil: Observed a*_ 512 <eet of depth. Comments: ' Mottled soil: Not presen*_ in ho'_e Observed at 4-1/2' feet of depth. Not present in hole Comments: L-13 CERT•IEICATTON # 00627 Loqs of Soil Borinqs • Location or Project Eqan Park & Recreation, Egan Borings made by g-p Testi'nq, Inc. Steve Schirmers Date 10-4-88 Classifiction System:'AASH,U ;.USDA-SCS X; Uni£ied ; Other Auger used (check two): Hand X, or Power , Flight , or Bucket X Depth, Boring number 5 Depth, Boring number in in £eet Surface el'evation feet Surface elevation ' 0 - 0 - Topsoil gray brown sandy 0 - 8" loam , Brown loam 2 - 2._ 8 2 '4 " 3 - 3 _ Brown sandy loam ' 4 - 4 - 5 - 5 _ 5-1/2'-mottTing , 2,4„ - 6, 6 - 6 - 7 - , 7 - ? $ " 8 - End of boring at 6' feet. Standing water table:' present at feet of depth, hours,after borir.a. Not present in hole X . Mottled soil: Observed at 5-1/21, feet of,depth.. Not present in hole Comments: End of boring at Standing water table: present at, feet. feet of depth, hours after boring. Not present in hole Mottled soil: Observed at feet of depth. Not present in hole Comments: CERT.#00527 PERCOLAT.;ON TEST DATA SHEET 57 Percolationtestreadingsmadeby S-? Testin4, Inc. on 10-5-8£3 startingxr 8: P.M. ; Egan Park & Recreation, =n 110-4-66 ' Test hole locution F?? Fla number , Date hole was prepued ? ; Depth ol' hofe bottorn 30 inches, Diameter of hole 6 inches ? Soil da:a from test hole: Depth, inches Soil texture 0- 6" Topsoil dark brown sandv loam 6" - 30" Brown sandy loam McdwduCscra!cLingsidcwull KniPe • 2 + Dcpth of gruvel in bottom of hole inches ? 10-4-88 12:30p.m. 12 : Date and hour of initia! wacer f-illip? . Depth of mitial wa[er filling inches abovn hole bouom --? " ? !vlethod used te m:nn!ain u,., .east 12 inches of water depth in hole for at least 4 hours. Automatic siphon , Maximum water depth abovt hole twttum during test 6 inches Time Time incerval, minutes . Ivlessurement, inches Drop in water level,inches Percolution rate, minutes per inch - Remuks n 9 -34 10-04 n 2 15.0 n n 10-09 10 35 u 1-15/1 6 15.5 u n ? i . i ? 1 ? i. Yercolation rate = U• ? minutes pet inch. •. i CERT.#00627 Percolationtestrendingsmade5y S-P Testinct, Inc. pn 10-5-88 c?ingat 9 : 5 8 p,m, IJwq TrstholelocationEgan Par7c & Recreation, .???number z ,DateholewaspreparecL10-4-88 Dcplh ul'ho;e bottom 30 ' inches, Diume[nr of hate 6 inches Soil Ltuta from text hole: Depth, inchcs Soil rexwre 0 - 8" 8" - 30" PERCOLATION TEST DATA SHEET Topsoil dark brown sandy loam Brown sandy loam Mediodofscratchingsidtwall Kriife 2 Depth of gravel in boceom of ho!e inches 10-4-88 1?:30p,m, 12 Date and hour of ini!ial wa!er fil!ing , epth bf miual water filling inchex above hole bottom :'vlet?iud useC to n:aintain at leas± 12 inches of water depth in hole for at least 4 hours Automatie s iphon .- ?-i ?.: Maximum water depth abuve hole bottom during test 6 inches , ^i Time ' Percolatiun 'Pime I inxrval, minutzs' Measurement, inches Drop in water fevel, inches rate, minutes pcr inch Remuks 3:45 prefill 6 3:58 , 9:28 " 1-3/8 21.8 30 min 3:33 i 10:03 LD:06 10:36 i I I i I I ' a.m. Percola!ion rate = 21.8 minutes per inch. CERT.#00627 PERCOLATION TEST DATA SHEET a.m. Percolutiontestreadingsmadebg S-P Testing, Inc. o„ 10-5-88 y?ingar $:59 ? IJun) Egan Park & Recreation, Egan 3 10-4-68 Test hole locatio?, , Hole number , Date hole was prepared llepth oC hole bw[om 24 inches, Dixme[er of hofe 6 inches Soil data (rom tes; hule: Ucpth,inchcs 0 - 6" 6" - 14" 14" - 20" Me[hod otscrxtching sidewa! Suil tcx[urn Fill - Brown sandy loam Original topsoil - gray brown sandy loam Gray brown sandy loam rown san y oam Dej)th ul' gravel in buttum uf holc 2 inches 10-4-88 12:30p.m. 12 llateandhuuroCinitialwater!i!ling ,DepthoCmitialwuterlilling inchesabovehole6utWm Automatic siphon Me[hod used to maint.iin at leas[ 12 inches of jvuter depth in hole fur at least 4 hours ? - -- f , I ? Maximum water depch above hole bottom during test 6 ?nches I 'Cime 'Pime in!erva!, n:inu?es I Mcasurement, inches Drop in water !evel, inches Percofxtion rute. minutes per inch Remurks Water rem inin in test hole ? 8:59 9:29 6 7/16 68.6 30 min 9:32 ? 10;02 10•07 i 1037 ? I i , i ? Ptrcolation rute = $ 6 6 • minutrs pct inch. - -? 1 I .. I 1 ? + I CERT.#00627 ' PERCIJLATiON TEST DATA SHEET u. m. Pcrcolationtescreadingsmadeby S-P TPCting, Tnc. pn 10-5-88 stttrtingal 9:00 IJuuJ 1'e,tnolotocacion Egan Park & Recreation, n 4 10-4-88 I?b , q`umber , Date hole was prcparc(i llepch of ho!e bettom 18 ^ inches, Diameter of hole 6 inches Soil datu from tnst hole: Depth, inches Suil texture 0 - 3ip 8" - I8" Topsoil dark gray brown sandy loam Brown sandy loam Mcchud of scratching sidewal] Kni£0 2 Depch of gravcl io bottom of hole nches D:?te and hour of i!iitial water filling 10-4- 8 8??0N,ater Ci1lin,g 12 inches ubove hole bottom Method usec'to maintuin at feas! 12 inches of.water depeh in hole fur at least 4 hours AutomatiC Slphon 6 -? .-.. , M;sximum water depth above hole bottom during test inches Timc ? Time incerval, I minutes I ;vteasurement, inches Drop in water levei,inches Pereolation rate, minutes per inch Remttrks 3:45 I prefill 6 ):00 ? 9:30 . " 5-1/2 5.5 30 min 1:31 j 10:01 " 5-5/16 5.6 0:08 ; 1038. " 5-1/4 5.7 ? i ' I ? _.. . Percolation rate = 5.6 minutes pex inch. , ?- ? / ? .11- ._ / ?6- i ? ? / \?\ \\ • .?c \ \?t // - -- /i ,.?.. ,a o- S. x Y • ; ---MOUND FII.L 4' 6" ??? ' TO ALLOW FOR "? i SETTLING ? GRASS COVER 6" TO 34" OF SOIL COVER ASOVE ROCK `- -- ?f----??? -3/4" TO 2 I/2" DIA, CLEAN ROCK ? 3"-4" LAYER OF UNCOMPACTED ;74. HAY OR STRAW.COVERED WITH RED ROSIN PAPER -TRENCH 80TTOM MUST BE LEVEL THROUGHOUT LENGTH ? --- 2" MINIMUM ROCK COVER ABOVE PfPE 6° MINIMUM ROCK DEPTN BELOW PIPE --- 4" DIA. R1GID PERFORATED PLASTIC PIPE WITH ONE ROW OF HOLES ALONG BOTTOM - WATER TABLE OR IMPERVIOUS LAYER SUCH AS CI.AYPAN, ROCK, ETC. 0 ? • TRENCH CONSTRUCTION DETAILS . PIPE TO NEXT 4" DIAMETER INSPEGTION INLET OROP 80X 'NELL WITH CAP . ? .. ' • .__ w EARTH BACKFILL AT LEAST 4 TO 6 INCN LAYER OF o ` j 6" ABOVE TOP OF ROCK MARSH HAY OR STRAW ANO o - ?TA LAYER OF RED ftOS I N.?,?? STRI UTION PIP PAPER . ??,:•• " o , • qT LEAST 6" CEPTN OF CLEAN - ° ..:; v ROCK .3/4° TO 2?/2„ DIA. DROP 80X ?' ?"? J " ?-MAXIMUM LENGTH = 100 FEET OVERFILL NOTES : I. BOiTOM OF TRENCH MUST BE FLAT ALONG i-4 TO 6 INCHES LENGTH. / INSPECTION SLOPE ON DISTRIBUTION P1PE IS BETWEEN Z L l- , LEVEL AND 4 INCHES PER 100 FEET. RECOMMENDED SIOPE IS I TO 2 INCHES PER KF2 O 12'? OF 100 FEET. 1L BACKFILL D 3, DISTRIBUTION PIPE CAN BE PEftFORATE PLASTIC WITH '/2 INCH OR LARGER HOLES. a 2 DEPTH OF OF THE ROWS OF HOLES ?UST 8E fV O E LOCA7ED ALONG THE BOTTOM OF THE PIPE,. ROCK ABOVE E - FOOT AGRICULTURAL DRAIN TILE CAN N O PIPE BE USED WITH A1/q INCH SPACING. LEAST 6" OF OW ROC E TRENCH 4• TH A EW A P?P? L AS N P?ACEO E BE HIGH TRENCH IN ORDER TO EXPOSE NATURAL 501L. ?-- 18it 70 361. --? REMOVE LOOSE SOIL BEFORE PLACING ROCK. 5. WHERE TREES ARE PRESENT OR LIKELY TO BE ' PRESENT DURING THE LIFE OF THE SYSTEM, 12 INCHES OF ROCK MUS7 BE -PLACED UNDER THE DISTRIBUTION PIPE. d w FIGURE S COVER - - o 5E PTIC TANK . ?DRDPBOXES P ,__ V _ 4' DISTRIBUTION PIPES DROP i I 1 ?aox SEPTIC ' "'_"_"":_ TANK . -'"i; ? • I' ExTRA TRENCHES.? ? car, ae ? IcooEO iF % I II NECESSARY-? 4' WATER-TIGH7 . I PIPEs - I I ? ---+--'-?-L--- SEWAGE TREATMENT SYSTEM WITH OROP BOXES F NOTES OUTLET TO FIGURE TRENCFi 1. ALL PIPES 5HOUID BE AT LEAST . 4- INCH DiAMETER INLET FROM StPTiC TANK 2. ELEVATION OF INLET AND SUPPIV QR PFEV10U5 LINE TO NEXT OROP BOX MAY BE D'NOP B0% - SUFPLY UNE AOJUSTEO UP OR DOWN FOR DESIREO TO NE%Y EPFLUENT LEVELIN TRENCN OROP 80)( 3. TRE EVE L L N ?U U G P PE IFT OF O ABOVE 70P IS 2 4. INVERT Of INLET MU57 BE AT lEAST ONE INCH MG++ER 7HAN INVERY OF SUPPI-Y PiPE TO NEXT DROP 807( 5. TRENCHES MAV OUTLET ONE SIOE OR ' OUTLET TO ' TRENCH BOTH SIDES OF Of70P BOX INLET $UPPLY SUPPLY . -? iNLET ? LINE LINE ? i -?- ` : ? f 1 I I ? TO - ? OU7LET5 ? RENCM TO TRENCH .,_DftOP BOX Cf ? REDWOOD, CE=DAR OR TREATED PUST (4x4 min)- ALL ELECTRIC CONNECTIONS MADE INSID[: BOX--------_, j- 6" SPACE WIRE FRO;VI POWER ? SUPPLY.---A, WATER TIGHT B LOCKASLC ELECTRIC BOX PLU? S OR ELECTRIC CONNECTIONS 2" PVC CONDUI7 SCH. 40 OR 80 MANH:)!_E COVER CHAINED & LOCKED FINAL GRADE AT L1-AST 12?? SEALED MANHOLE RINGS EEL()',+i GPADE UNION -1 -PIPE IS LAID ON A UNIFORM SLOPE FROM _..._..?: ? PUMP STATION UP TO SQII. TREAFNIENT AREA I- FOR PRO°ER DRAINBACK ? 0:)P OF POWER CORD ?? --SEALED TANK COVER i? F0R SE:TTLEMENT IF 1/4 PIPE AT TANK MUST BE LOWER THAN PL!',S?I-IC ROPE OR CHAIN i AN ON IN O ?WEEPLHOL EiOMUSTRBE f USEDACK, : 4?VITh ANCHOR ?- WEEP HOLE ALARr??I FLOAT ON SEPARATE EL":;TR?CAL CIRCUIT NOTES: ELECTRICAL WIRE FROM POV4'ER SUPPLY ? MUST NOT RUN OVER ANY Tt?NKS BUT S'I:ART LEVEL MUST BE LAID BESIDE OTHE:R TANKS ? -? - --? 1 AND MUST BE PLACED IN C?)NDUIT 3 ALONG POST ELECTRICAL CORDS FROM PUMP AND SI-II!T-OFF LEVEL?_ FLOATS MUST BE RUN THRC)UGH - ?} CONDUIT. WIRES CANNOT HAVE GROUND PUMF' CONTROL FLOAT CONTACT. 00 0 ::; ??TAL COVER C4NCRETE MANHOLE RING I ?? = ? I i METHODS OF SECURING MANHOLE COVER TO PREVENT F . UNAUTHORIZEO ENTRY . . - . { . w PENCIL MARKS . - • u F? ? ' ? ?'\'... 4 • . . - 6 l? . ? q ..?b I1 1 20 MANHOLE . .•r ,.. ,'/,? • ? . ;._?• J:,:. ' - ?' iNLET SCUM OUTLET ; - ' -r =_OUTLET LEVEL •' '•-= 1; i? - '' ?% SCUM CI.EAR SPACE - - ? „ - CLEAN OUT TANK WNEN: 'A° IS 3" OR LESS OR -- -- ._ - , : .-- -- - -? -- -- ------ - ,.? 8 „B„ {S 12" QR LESS ? =-=--=----- - - -. - ' BLACK COLOR SLUDGE DISTINGUISHES SLUOGE _ LAYER FROM LIOUID 4 -- . ?a:. . . .;i-' •:.w ? ...?j . MEASURE SCUM ANQ St.UDCE ACCUMULATI4NS I N THE SEPTIC TAfVK:_ Ar, N ? /4 I 28 I 27 12 3 ? ?_R ? ? h cc? y es rnn ?` CT Y 2/j . .t . .. i?. . . . . . ' . . 4 . , i I '? - { n? ? s?T4.+??a1C+M??idlANV?`M ?'I?MNfL?W. ?. hY ??M'. ^ . . . f . ... ' \ ? 2 .w,x.?a .t. 1;.......,a .... . . , ?. ? . Lo ?- i L'?lo c? ?? CONINIERCIAL BUILDING Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 J2 53533 -7 -31 -o? `T 1a-d3 -1 C? .a - %--so Foundation Onl New Buildin Interior Im rovement • SWCtural Plans (2) seGs • Architectural Plans (2) sets • Architectural Plans (2) sefs • Civil Plans (2) • Structu2l Plans (2) • Code Analysis (1) " • Certifcateof5urvey (1) . CivilPlans (2) • ProjectSpecs (1) • CodeMalysis (1) " • Landscaping Plans (2) • Key Plan (1) . Project Specs (1) • Code Analysis (1) " . Master Exit Plan (1) • Spec. Insp. & Testing Schedule " • Certificate of Survey (1) • Energy Calculations (1) not always"' • Soils Report (1) • Spec. insp. 8 Testing Schedule (1) •` • Elec. Power & Lighting Form (1) not always*" • Meter size must be established • Meter size must be established • Meter size. must be established-if applicable 1 • PrqectSpecs (1) . 1 • EnergyCalculations.. (1) l • ElectricPower&LightingFortn (1)" • •1- 1 • Master Exit Ptan (1) b y . Emergency Response Site Plan (1) *"" b 1 • SoilsReport (1) 1 • SAC detertnination - call 651-602-1 000 • SAC determinatlon - call 651-602-1000 SAC determination - call 651-602-1000 Call MN Dept of Health at 651-215-0700 for details regarding food & beverage or ladging facJities. •• Contact Building Inspections for sample and if required when it states "not always". "** Permit for new building or addition will not be processed without Emergency Response Site Plan. + Date O ?j Construction Cost ?? lv?j e'? Site Address AA7f 'RLci j kht?;3 RTJ - l lFbr11W? y tAiCt GMRk1 Unit/Ste # Former Tenant Name Tenant Name Description of Work '1?r1M?1.?11?1 14P3D R?.?IRW- [?bN GF `R%VIL-1!W R?1 R?V1S Proper[y Owner G11? !21-- IF-Z A2-,?2? Telephone # (( ) 67!F - 5?4o Contractor ? {`T( Gt-- L?-F3LsIofm Address ??1 44A?f+NS Ro/!D City State Zip Telephone # (kg5( ) (0rl 5' S? tsiRA4a,na Arch/Engr V/}I... /} t lEl-? IJ Registration# Address ? , Ci State Zip Telephone?#?(q?7-) - l ?i h ? # Licensed plumber installing new sewerlwater service: I on : _ P I hereby apply for a Commercial Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of wark which requires a review and approval ofplans. -7m.7- Otfyt4 Applicant's Printed Name C-4f?nilAG'; -PUt... 6?R,13NrHM AppAcant's i?ature b'i5- ?3 z-,J OFFICE USE ONLY Sub Types ? Ol Foundation ? 26 Public Facility ? 30 Accessory Bldg. ? 14 Apartments X 27 CommerciallIndustrial ? 32 ExtAlt - Apts. ? 15 Lodging 11 28 Greenhouse ? 34 Ext Alt - Comm. ? 25 Miscellaneous 0 29 Antennae ? 35 Ext Alt - PF ? 37 Nail Salon Work Types ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair X 33 Alteration ? 37 Demolish (Bldg)* ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement •Demolition (Entire Bldg only) - Give PCA handout to applicant b-CO Valuation -LZN, bAV - Occupancy L/ MC/ES System Census Code '111111111119324 Zoning f' - F City Water SAC Units ""- O? Stories Booster Pump Nbr. of Units b Sq. Ft. PRV Nbr. of Bldgs 11 Length Fire Sprinklered Type of Const V'PJ Width REQUIRED IN5PECTIONS _ Footings (new bldg) ? FinaUC.O. Footings (deck) FinaUNo C.O. ? Footings (addition) ? Plumbing ?r/Foundation _ HVAC Drain Tile Other Roof Ice & Water Final Final Pool Ftgs Air/Gas Tests ? Framing _ _ Siding Stucco Stone Fireplace R.I. Air Test Final Windows (new/replacement) _ _ ? Insulation _ Retaining Wall Approved By ,?V"&-+ , Building Inspector Base Fee Surcharge q "a . ?0 Plan Review MC/ES SAC City SAC Water Supply & Storage S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Copies Other Total .? PLiJMBING (COMMERCIAL) Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 ( '57 1 C) -?j ? Telephone # 651-675-5675 FAX # 651-675-5674 950 ?3 n q3 Zb 03 D t / C?, ?. ,rd ? ? a e Sit Add ? Z s t? [ l?`O 1i U i # eess n t Tenant Name Former Tenant Name Property Owner Telephone # ( ) IPt wc d? k f-?? pl . ,v Coqnactar ) rn uwv ? Address (p Q? w(.(?.f/LL? /y-?^I! St i City ? #-( T l h ate Z p one e ep Y^- T6e Applicant is Owner _ Contractor _ Other Work Type _ New Bldg _ Add-on _ Repair RPZ PVB Irrigation system * " Jer Nobschall to cnlculate fees. R uireJ meter size is 2" turbo unl ss smaller size enuit[ed bv Nublic Works Description of R'ork l?v?li ,? 191 "Gio To inquire if Pressure Reducing Valve is required on new service, call 651675-5646 Meters - Call 651-675-5300 to verify that hydrostatic, conductivity, and bacteria tests passed prior to oickine un meter Irrigation Size & Type Avg GPM ? G'L ?p? ? r Fire Size & Pnce 3/4" disolacement $156.00 ` ??'?"?'? Domesric Size & Type Avg GPM In cludes high demand devices? Yes _ No Flushometers ?./Yes _ iVo PRV Required _ Yes (o Permit Fee $50.50 minimum (includes State Snrcharge) 3 Contract Value $__14 ,00o x.Ol% _$ 30 ? 19 Base Fee $ aQCJ . 00 Meter(s) Required on all new buildings & boulevard irrieation svs[ems $ 0J Radio Meter Read Ifbase fee is $1,000 or less, surcharge Is $.50 $ -? ? Shdte SUiChNge [f base fee is ovu $1,000, surcharge is $SO per $1,000 of the Base Fee Following fees appty only when installing new trrigation system $ Water Perniit Contact Jerry Wobschall at 651 {>75-5024 for required fee amounts ' $ Treatrnent Plant $ Water Supply & Storage $ State Surcharge ---------------------- - - ----------------------------------------------------------------- $ ------------ - ----- ---- -------------------- - ------ - ---------- ---- , ?_ •• `J?_ ? TotalFee I hereby apply for a Commercial Plumbing Permit and aclmowledge that [he information is complete and accurate; that the work will be in confomiance with the ordinances and codes of the City of Eagan and with the Plumbing Codes; that I understand this is not a peanit, but only an application for a peanit, and work is not to start without a permit; that the work will be in accordance yG?h the approved plen in the case of work which requ ires a review and approval ofplans. ApplfcanYs Printed Name ' ApprcanPs Signature REQUIRED INSPECTIONS: PLANS SUBMITTED CITY USE ONLY U.G. Air Test Gas Test APPROVED BY: Rough In _ Final Z d -3 , BUILDING INSPECTOR General Information • Radio Meter Read (required on all new buildings & boulevazd imgation systems- $157.00 • RPZ's must be rebuilt every five years. A minimum fee permit per address is requued for RPZ rebuilding or repairing. • Water meters include copper hom/strainer, remote wire, and touch-pad meter GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5/8" xesidential $121.00 4-120 1-1/2" irrigation syst $ 781•00 displacement sm commercial hubine** must reCeive maximum . approval contiruious 1o from Public Works 2-30 3/4" lawn urigarion $156.00 4-160 2" hubine lg urigarion syst $ 982.00 maxunum displacement residenual & continuous sm comme:cial producrion lines 15 3-50 1" displacexnent very lg res $200.00 1/4 to 160 2" compound bidgs over $ 1,860.00 bldg to 24 units 65 units maximum sm commercial & continuous & lg comm bldgs 25 irri ation s stems 5 lOO 1-1/2" bldgs 25-64 units $484.00 x imum displacement & L nuous most comm bldgs 0 METERS REOi7IRING 30-DAY ADVANCE NOTICE PRIOR TO PICI{ UP GYM METERS IISE PRICE GPM METERS USE PRICE 5350 3" turbine very lg irrigation $1,328.00 6-500 4" compound +300 unit bldgs & $3,702.00 syst & production very Ig comm bldgs lines 1/2-320 3" compound +200 unit 61dgs $2,411.00 10-1000 6" compound +400 unit bldgs $6,100.00 very Ig comm bldgs very lg comm bldgs I5-1000 4" turbine verylgirrigatian $2,329.00 syst & production lines Commerns • To schedule inspection of the inside water line and backflow preventer, ca11651-675-5675. • To azrange for water turn-on, cali 651-675-5300. cc: Main[enance Division Clencal Technician Updated 1/03