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810 ONeill Dr Use BLUE or BLACK Ink C~ "tl ,mss 1------- v ~ F 'For Office Use 1 EaEdPermit City fC/ 25 X11! I Permit Feel /'C5. 0© 1 3830 Pilot Knob Road 1 Eagan MN 55122 ` i V Date Received: I Phone: 651 675-5675 41 1 Staff: Fax: (651) 675-5694 JUN 14 2011 2011 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: &1,--1Y'---20i f Site Address: L ^ Tenant: Suite RESIDENT / OWNER Name: ca . e.r Phonec" : Gam- 2 3j r3'z;'3 Address / City / Zip: CONTRACTOR Name:- P-~- License S / 7 Address:-3 / S'/ , City: State: Zip: Phone: 65-1- Y6 3- 7 Y3 3 Contact: Email: TYPE OF WORK -New Replacement -Repair _Rebuild - Modify Space - Work in R.O.W. Description of work: PERMIT TYPE RESIDENTIAL Water Softener Water Heater Lawn Irrigation RPZ PVB) Add Plumbing Fixtures C_ Main Lower Level) Septic System Water Turnaround New Abandonment RESIDENTIAL FEES: $55.00 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $5.00 State Surcharge) $35.00 Lawn Irrigation (includes $5.00 State Surcharge) $55.00 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes $5.00 State Surcharge) *Water Turnaround (add $166.00 if a 5/8" meter is required) $105.00 Septic System New ($10.00 per as built) (includes County fee and $5.00 State Surcharge) $95.00 Fire Repair (replace burned out appliances, ductwork, etc.) (includes $5.00 State Surcharge) TOTAL FEES $ CJ 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.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 i 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 apprgveT of pl s. x x Applicant' Printed Name A pli an ' ignature FOR OFFICE USE Reviewed By: Date: Required Inspections: Under Ground Rough-In Air Test Gas Test Final 2004 RESIDENTIAL BUILDING PERNIIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 .;?? o 0 New ConsiNdion Reauiremenls 3 regislered site surveys showirg sq. H. of lot, sq. fl. of house; and ali mofed areas RemodeUReoair Reauiremenis 2 copies of plan CeaP af SmeYRecd (20% maximum lot coverage allowed) 1 set of Energy Calculations for heated additions k ddAi & d itee FfP.Y Fl?tf {tEed Tie0 PresR eqUlied Y:. N, Y; b 2 copies of plan showing beam & window sizes; poured found design, elc. isefofEnergyCalculations s ons ec . 1 site survEy for a Addifion - indicafe'rfonsitesepticsysfem Dns3?eSeptia5ys9em N? 3 copies of Tree Preservation Plan if loi piafled afler 711193 Rim Joist Detail Oplions selection sheet (bldgs with 3 or less units Date)z Site Address Construction Cos21 aciJ Unit/Ste # Description of Work \\ `? Multi-Family Bldg _ Y?p N Fireplace(s) )6 Q_ 1 _ 2 Property Owner .? C? ?.? ? 'L?C ?Telep6one # ?S\ ) ySU ' ??aR? Contractor Address State Q w \? h City Zip Telephone #( ) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeon? 1 _ Nfinnesota Rules 7672 Energy Code Category , Residential Ventilation Category 1 Worksheet • New Energy Code Wwksheet (J submission type) Submitted Submitted . Energy Envelope Calculations Submitted Have you previously constructed a building in Eagan with a similar plan? _ Y _ fee applies Licensed Plumber Telephone #( Mechanical Coniractor I II I? l? ?? IJ +? Telephone #{ I, ?? ? Q 5 604 Sewer/Water Confractor TelePhone #( N if so, 25% plan review I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of 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 work which requires a review and approval of plans. sz"TT ?'C Q"?? n( ?`?' Applicant's Printed Name plicant's Signature OFFICE USE ONLY Sub Types ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01of_plex ? 09 07-pleac ? 17 Garage ? 22 Porch/Addn.(4-sea.) ? 33 Ext.Att - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazeba) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_vor_ nl ? 25 Miscetlaneous Work Types ? 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 32 Add'Rion ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair O 33 Alteration ? 37 Demolish Building` ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement 'Demolftion (Entire Bldg) -Give PCA handout to appiicant Vaiuation Occupancy MCES System Census Code Zoning City Water SAC Units Stories Booster Pump # of Units Sq. Ft. PRV # of Bldgs Length Fire Sprinklered Type of Const Width REQUIItED INSPECTIONS _ Footings (new bldg) _ FinaUC.O. _ Footings(deck) _ FinallNo C.O. _ Footings(addilion) _ Plumbing Foundation HVAC Drain Tile Other Roof _ Ice& Water _ Final _ Pool _ Ftgs _ Air/Gas Tests _ Final _ Framing _ Siding _ Stucco _ Stone _ Brick _ Fireplace _ RI. _ AirTest _ Final _ Windows _ Insulation _ Retaining Wall Approved By: Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S8W Pertnit & Suroharge Treatment Piant License Search Copies Other Total Building Inspector PERMIT City of Eagan Permit Type: Building Eagan. Permit Number: EA095017 Date Issued: 07/20/2010 OR Permit Category: ePermit 41~ it~ of E3 E Site Address: 810 ONeill Dr Lot: 088 Block: 0 Addition: Robert O'Neill Homestead PID:10-53320-088-00 Use: Description: Sub Type: e-Windows iDoors Construction Type: Work Type: Windows Doors-New ; Replacement Description: House Census Code: 434- Occupancy : Zonin,: Square Feet: 0 Comments: Improvements to the home require smoke detectors in all bedrooms. If altering window openin,s, call for framing inspection. Call for final inspection after installation. Carbon monoxide detectors are required by law in ALL single family homes. Fee Summary: BL - Base Fee S3K $88.50 0801.4085 Valuation: 3.000.00 Surcharge - Based on Valuation S3K $1.50 9001.2195 Total: $90.00 Contractor: - Applicant - Owner: Renewal Andersen Joseph E Retterath 1920 County Road C West 810 ONeill Dr Rosevillel\1N 55113 Eaganl\JN 55121 (61)264-4777 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 Cite of Eagan Ordinances. ApplicantiPermitee: Signature Issued Bv: Signature SITE EVALUATION SOIL BORINGS PERC. TEST AND DESIGN FOR. ~ Cc` z wl r fit.. ~'1 r EAGAN WED SITE: VI =N**.-) DATE BUILDING INSPECTIONS DEPT._ BY: JERRY SAUBER MPCA# 925 #317 Office (651) 463-7434 Home (651) 463-2597 ` G.Co. C~~.l002 Q5/49/20I1 I0:04 FAX 851 4$3 277$ SAUBER PLOGA RT. 50 lJoring Log Date: Ir- } a ~ 01 f Prc-act L iian: 4,9 lie)- Tw . Clrentmatl+a r ~'r Address, * +'s - C,y Ole TJO Lic, a Borin method. Au a rs it Probe other Color classifications stem: unaeil trier Lt Boring Number Baring Number 11 Surface Elevatlon Surface Elevation Soil type at system depth: Soil type at system depth: • i Depth Texture Cofot Depot Texture Color Feet ;~eet 4 ` 'fit'` 7 7-- Structure: Jocky Platy Prismatic None Structus Eck Platy Prismatic None Slope: Slope. ~ ~ End of boring at -Y feet. End of borin at feet. *tanding water table. yes no Standing water table: yes no Present at feet of dhplr,-' Present at . feet of dep , hours after boring. hours after boring, Mottled soil Mottled soil: Observed at feet of depth. Observed at feet depth. Not present in boring note Not present in boring hoie Observations and cornms s_ Observations and com ents: ut.nuaaalaa-l qog 81,501, 1 ,1, 60 ~aV Soil Boring Log Date:'5-e- ac)t f Pro'ect L ion: Tw . Client: made Address: - city tale Zip Lic. # Boring method: Au a it Probe Other Color classifications stem: unsell that Get sG Boring Number Boring Number Surface Elevation Surface Elevation Soil type at system depth: Soil type at system depth: Depth Texture Color Depth Texture Color Feet Feet it vt - S :y 4 ~ 4 ~ . 6 6 7 7-- Structure: locky Platy Prismatic None Structur ` ock Platy Prismatic None Slope: Z-') % Slope: 2--3_% End of boring at feet. End of'boring at feet. Standing water table: yes no Standing water table: yes no Present at feet of de Present at feet of dept , hours after boring. hours after.boring. Mottled soil: Mottled soil: Observed at feet of depth. Observed at feet depth. Not present in boring hole Not present in boring hole Observations and comma s: Observations and corn ents: PERCOLATION TEST DATA SHEET Test hole location Ae U e~~&11-41,11A Hole number Date test hole was prepared T = zvr/ , Depth of hole bottom, /-I' inches Diameter of hole, el, inches. Soil data from test hole: Depth, inches Soil texture Method of scratching sidewall _ - r~ al- Depth of pea-sized gravel in bottom of hole, - inches. Date and hour of initial 'water fillip S' S*`- r Depth of initial water filling, . i I-- inches above hole bottom. Method used to maintain 12 inches ofwater depth in hole.for-at leastA hours: - A - >76 - Per' colation tes readin made b g y; (date) starting a ; o - a.m. Maximum water depth above hole bottom during test, inches. Time Measurement, Drop in water, Percolation remarks Time Interval, inches- level, inches rate, minute per inch ~dr- / /Y X 77 T~ to Percolation rate - minute per inch. PERCOLATION TEST DATA SHEET Test hole location SSK~< ,able c~ Vole number Date test hole was prepared :f-- Y-zd , Depth of hole bottom, inches Diameter of hole, inches. Soil data from test hole: Depth, inches Soil texture Method of scratching sidewall S 70,>L_ Depth of pea-sized gravel in bottom of hole, - inches. Date and hour of initial 'water fillings Depth of initial water filling, inches above hole bottom. Method used to maintain 12 'nchesofwater depth in hole.for-at leastit hours: H, Percolation test reading made by; T'_' K--zvtl` (date) starting of a.m. .m. Maximum water depth above hole bottom during test, inches. Time Measurement, Drop in water, Percolation remarks Time Interval, inches- level, inches rate, minute per inch ' fez G Percolation rate - minute per inch. 1 N D] V [ DUAL SEWAGE TREATMENT SYSTEM WQRKSHEET 'd & L07-A-A k5 FLOW A. Estimated gpd measured x 1,5= gpd SEPTIC TANK VOLUME 11f~f J Yet gallons SOILS (Site evaluation data) C. Depth to restricting layer = > Y%/ feet D' Maximum ctrl:>th of system C -•3 I`t feat.- I:. f'arcolatibn ra_tr., (2_r'+_ Ml'( I . S5F/,22 sq ft/gpd - / TRENCH 130TT'0M ARE- Q hi. For trenches with'6 inches of rock below the pipe: L (^-e vz Ax F= (t of bottom area fife ze~ f 1. For trenches wi Ih 12 inches of rock below the pipe: A x F x 0,8 = x x 0.8 = sq ft o(bollom area For trenches with.:18 inches of rock below the pipe: AxFx0.66= x x0.65= sq ft of bottom area K. For trenches with 24 inches of rock below the pipe: A x F x 0,6 x x 0;6'= sg ft of bottom area j UED4~ OTTOM AREA L, For Pes5i dfb,~d9 wilhl Inches of rock below the pipe; A x I' k52 x [,?Z = sq fl of boo om nrea ROCK VOLUMC IN CU fiT M. Rock depth below distribution pipe plus QS fool times bottom area: M =Rock depth + 6 Inches x Area (Hj,J,L,,K) +0.5f0 x5" =_v-72cu ft ROCK VOLYU1vtE 7N'CU YDS N. Volume in cu ft divided by 27 M+27=cu,yds5L+27=./ cuyds ROCK WEIGHT O, Cubic yams times 1.4 = tons N x 1.4 = tons :2L- x 1A, = 30 Tolls DTSTTtT13UTTON .~oSS~tp (Check one based on slope) , Ikcl (Icss Ulan b%, sloi>u) 40 s_Y /n/M u ~1 Trenches Pe,,, /o~k~Or Drop b6xes (any slope) 3Zr_ 7~ ~E~ Distribution box (level to slightly. sloping) TRENCH LENGTH r•r•r•r•r•J•rlIr+r+r+r~^^ I- f . Select trench width = ft r•!•r•r•r.r+r•r•r•r.r•+•+,+• > r•r•Nhr•!•!+r•r•r+!•r+r• 1 Q. Divide boltorn area by trench width: (H, 1, I, or K) +P r r r r,r lineal - (Let LAWN AREA `'•r%;}r;} r+}~'~•:•... R. Select trench ,.pacing, center to center = r, r•r•r•r•r+i•r;'.:,!~ I feet ;y,~,•ti+.•,.,• S. Multiply Irench spacing b lineal feet'Rx by Q= sa ft of lawn area Z{ti~;?{t~?~?'r?' >•r'r'r'r' r•r•r•r r•r• r+}•r+r+r•r•. ft r•!•r•!+r•r•r+r.r•r•r+!•r. kc t Uclow tF,; 9 r•r•!•I rr •J !•r•J•/•J•l+ r•r r•r•nr•r,}+nr•n LAYOUT (Use) other side) ti;} j+\r\'\ \ : ~l 1. Select an appropriate scale; one square = feel, 2. Show pertinent property bclundaries; right-of-way, easements, 3. Show location of house, garage, driveway, and all other imvrovemenls,,existing or proposed I DAKOTA COUNTY MINIMUM SEPTIC TANK REQUIREMENTS IN GALLONS No. Minimum Minimum Liquid Mi=-e uid Capacity with Bedrooms Liquid Capacity with Disposal AND Capacity Garbage Disposal t Sewage Lift _ 2 1125* 1125 * 1500 (750) (9500) 1 3 or 4 1500* 1 # 2000 (1000) (9500 (2000 5 or 5 2250* 2250 * 3000 (a 50o) (2250 j (3000 *j 7 o or 0 3000* 3000 4000 (2000) (3000 (4000 ) I Multiple Compartments or Multiple Tanks Minnesota Rules 7080 requirements in O for reference and comparison Multiple Compartment Tank- are required to have a code maintenance hole (man-hole) for each compartment. Designers and installers should inform home owners of the need to have all compartments pumped. As-built drawings should also reference this. Homeowners need to be able to locate all maintenance holes for the pumpers, Designers are required to state the correct Dakota County tank sizing for replacement and upgrades. It is highly recommended that property transfer compliance inspections indicate whether the septic tank capacity meets the above standard. The buyer would then be informed of the need for additional septic tank capacity requirements before adding a garbage disposal, basement sewage lift, etc. Questions regarding these items may be directed to your local Municipal Sewage System Inspector, o: Wepllemgmtlwa lmlmrsepcap 1 F-17 PUMP SELECTION PROCEDURE END PERFORATION OF A PERFORATED LATERAL A. Determine pump capacity. era. `O1ef Gravity Distribution Tapa'1 .ate er Geowim. Fabric (or lar- 1. Minimum suggested is 600 gallons per hour (10 gpm) to stay ahead of `Loamr saro (sy.r ` Yrh rWP.r al In, or u- «.w.a water use rate. row. Paw) 2. Maximum suggested for delivery to a drop box of a home system is 2,700 Peflafelien Drilled Horimlal" Inl coo Near Top -At Loco gallons per hour (45 gpm) to prevent build-up of pressure in drop box. ~pilek 1a E"ge urfor .Perlrag , local" at ae~r.n a lalerol Pressure Distibution Clean San" Lover 3. a. Select number of perforated laterals Original Sall Property Scaritle" b. Select perforation spacing = y feet. Before Piod" Sane Layer C. Subtract 2 ft. from the rock layer length. x.k>sy"r - 2 ft. =~,L= feet. d. Determine the number of spaces between perforations. Length perf. spacing =,rV ft. +K ft.= spaces Required Perforation Discharge e. ~Y spaces + 1 = / perforations/lateral in gallons per minute (gpm) f. Multiply perforations per lateral by number of laterals to D H' d a ;Z,ar,Pert 4 pof t total number of perforations. x _ ~ perforations. (feet) g `-p ` x OFF sum' 1.Oa 0.56 SELECTED PUMP CAPACITY _ gPm 2.0b 0.80 1.04 B. Determine head requirements: a. Use for single family homes 1. Elevation difference between pump and point of discharge. b. Use for all other applications ,6-2 feet fc~U~r t ~y 2. If pumping to a pressure distribution system, five feet for pressure required at manifold if gravity s stem, zero. eet 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. Pipe Length Read friction loss in feet per 100 feet from table. Point of Discharge • F.L. = -2.o(- ft./l00 ft of pipe: b. Determine total pipe length from pump to discharge El Elevation Difference point. Add 25 percent to pipe length for fitting Pump loss, or use a fitting loss chart. Equivalent pipe length -1.25 times pipe length = F-18b 70 x 1.25 = feet 1.5 inch 0 inc 3.0 inch c. Calculate total friction loss by multiplying gPM Fdcsiw kaa par 100 R of piPa friction loss in ft/ 100 ft by equivalent pipe length. 10 0.69 0.20 Total friction loss= z,.,( x IFS' +100 = feet 12 0.96 0.28 4. Total head required is the sum of elevation difference, 14 1.28 0.38 special head requirements, and total friction loss. 16 1.63 0.48 18 2.03 0.60 20 2.47 0.73 0.11 U + 2 25 3.73 1.11 0.16 (1) (2) (30 30 5.23 1.55 0.23 35 7.90 --2.QL 0.30 40 11.07 2.64 0.39 TOTAL HEAD feet 45 14.73 3.28 0.48 50 - 3.99 0.58 55 4.76 0.70 C. Pump selection 60 5.60 0.82 1. A pump must be selected to deliver at least 3 gpm (Step A) with at least feet of total head (Step B). ~c, JERRY SAU M. ! C X UG. #925, #31 SAUSER PLUMBNG d HEATING CO. 100THADSTREE1 FARMIN 1. NiN1 5 + NORTH Ptt W T434 w' SCALE HM 1~ 4e.4~59T UATF DUNE: N., ;rORE V/o C~i LCI~~a/(UF~ d ~r boa ~ ~ pwj t 2 C,4D vif IX r a ~ s !j D r f i yrr e `~A C°_--~ c ~ ,J ~ ~ ~ ~ c INDIVIDUAL SEWAGE SYSTEM AS-BUILT Date Installed lSir~Permit Nag Owner: Project Address nO C X40L, !c House Typeol Ill Property ID No.(PIN) _ _ - _ _ _ _ _ - _ _ _ _ (Dak Co Tax Info 651-438-4576, or www.co.dakota.mn.us) if wp.el Installed forBdrms or 'd al/day Commercial Use? Y /(f S []NewWeplace ❑Repair ❑A dition JU IQ ')oil ~ Property Transfe&/NuLure? ade? Y Bsmt Lift Pu p? Y Jacuzzi? Y NGarb DisY / N Soil Survey Map Uni Soil Compacted? Y is Fill Soil? ? Y r1"~ Q Circle Soil Texture: (Faster than 0.1 mpi) Coarse Sand~ 2C> i s Medium Sand z- Loamy Sand 0.83 Y~ 3 s~ FINE SAND 1.67 /oev S"'"` Sandy Loam 1'y -2a l Loam 1 67 _ y v U/ / ilt Loam, i 2.00 Sandy Clay Loam 2.2 Silty Clay Loam Clay Loam . AA /r Silty Clay, Clay 4.2 G am / 9_/0(.( (Slower than 120 mpi) tG- Soil dry enougl for construction9QU . N I a' SETBACKS: Prop.Lines 10'¢ f Bldgs 10' to Tank,>&' & 20' to Drnfld_v Well(s) setback' ( )not installed yet Well Depth S~-( )Orig. . Well Record ( )Measured l Distance to Lake Creek! Wetland Tfi Buried Water Pressure Lines 10' to Tank & Drnfid? to Line drawn from Tanks to Pump Truck Access 100''lr'N System located by Photos? Y GPS? Y~ RESERVE AREA?~/ N Fenced Off? Y N SEPTIC / HOLDING TANK(S) New ❑ Existing Owner informed to preserve Reserve Area? N Liquid CapacitY 2 1 compartment o ~ Owner given Septic System Owner Guide. Y Made by Watertight?.N BED OR GRAVELLESS DRAINFIELD: Baffle Type: asfi Fiberglass Sanitary-T Concrete Dr o ~~b~s level . Y / N Type concrete / plastic No. of Ins ection es 4' 3~ p p lam. Tank Level . Y N T A~fi Depth Width ~D.C~~o No./Diam. Manhole Access 2-Z Y" Inlet / Outlet / Center - Nr ber of Trenches Trench Bottom' ottom Level Y / N No. & Height of Manhole Risers - Trench Lengths Spacing New Tanks 4 ft or less below Final Grade N » Rock CleanY~V 2over Pipe. GeoTextile Cover. Pipes into Tank Se „ aled? . with N Depth Below Pipe? Ci Soil Backfill Depths Riser into Tank Base S led? With Nravelless Pipe Size? Made by Outlet Effluent Filter? / N ype Chamber Size? Made by MOUND / ATGRAD Absorption Area: Sq FtGoo Lineal Ft ldx~ i~we 0 Percent SI a /a Scarification Method: Trench Bottom to mottling /bedrock? S 3 Inches Dike Width Up Down Side PUMP TANK Made by ~A//.J. h/ Capac Op Clean Rock? N Depth Below Pipe inches No. & Height of Risers - Sealed? Clean Sand? N Depth Upslope Downslope Pump Manufacturer Model # 69 Inches to ttlin Pipe Size/Spacing HorsepowerGPM Y -Feet of Head /3- Perf Size/ pacing Final Cover Depth ' Cycles Per Day a Gallons Per Cycle r-Rock Bed Size Supplier: Size of Discharge Line " Sand Base Size Supplier: Type of Electrical Hookup & box by tank Upslope needing drainage/diversion? Y / N Provided? Y/ N Alarm Lo ti ~post arage asement Grading done: Rough / Final Alarm ank Ale Level Alarm./ Other ( )Seeding OSod to be done by: Cycle Counter? Y (IV Water Meter? Y N I hereby certify, as installer, that this individual sewage treatment system Designated Registered l was installed according to the pproved design, and as applicable, this Professional Onsite ~feY Municipality's Sewage Treat nt System Ordinance, & accurately locates all system c p ents for I er relo ion. PCA Lic. No3L7Company Name ~el a Installer t Sin Date:// P Y3 Address '3!°ry~ S S o Inspector Sign Date / Approved: No Yes Yes with Conditions: White copy:County Yellow:Owner Pink:lnstaller o:\emgmt\fo rms\wal m\ists\as-bu i It-form. doc PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA175436 Date Issued:04/04/2022 Permit Category:ePermit Site Address: 810 Oneill Dr Lot:088 Block: 0 Addition: Robert O'neill Homestead PID:10-53320-00-088 Use: Description: Sub Type:Fixtures Work Type:Replace Description:Bathroom(s) Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. All tiled shower bases require a water test. Fee Summary:PL - Permit Fee (miscellaneous)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Joseph E & Lynda L Retterath 810 Oneill Dr Saint Paul MN 55121--153 Bartylla Plumbing & Heating Inc 15657 Forest Blvd N Hugo MN 55038 (651) 429-3877 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA175977 Date Issued:04/25/2022 Permit Category:ePermit Site Address: 810 Oneill Dr Lot:088 Block: 0 Addition: Robert O'neill Homestead PID:10-53320-00-088 Use: Description: Sub Type:Fixtures Work Type:Alteration Description:Bathroom(s) Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. All tiled shower bases require a water test. Fee Summary:PL - Permit Fee (miscellaneous)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Joseph E & Lynda L Retterath 810 Oneill Dr Saint Paul MN 55121--153 (651) 456-9286 Perfection Plumbing Llc 20530 Keystone Ave Lakeville MN 55044 (612) 867-1192 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA178654 Date Issued:08/29/2022 Permit Category:ePermit Site Address: 810 Oneill Dr Lot:088 Block: 0 Addition: Robert O'neill Homestead PID:10-53320-00-088 Use: Description: Sub Type:Windows/Doors Work Type:Replace Description:Two or More Windows/Doors Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings or installing Bay or Bow windows, call for framing inspection. Call for final inspection after installation. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 Total: This permit shall be null and void if work does not start within 180 days of issuance, or if work is suspended for 180 days or more after started. 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 - Joseph E & Lynda L Retterath 810 Oneill Dr Saint Paul MN 55121--153 Renewal Andersen 1920 County Road C West Roseville MN 55113 (651) 264-7052 Applicant/Permitee: Signature Issued By: Signature