Loading...
HomeMy WebLinkAbout2005-P09113 - new septic system PERMIT CITY OF ORONO 2750 Kelley Parkway- PO Box 66 Permit Number: P09113 Crystal Bay, Minnesota 55323 Permit Type: Septic (952)249-4600 Date Issued: 8/30/2005 SITE ADDRESS: 525 Orchard Park Rd Unit# LONG LAKE,MN 55356 PID: 31-118-23-14-0002 DESCRIPTION: Proposed Use: Residential Permit Class: General Permit Type: Septic Permit Sub-type(s): New Septic System DETAILS: Approved per resolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00 State Surcharge Fee: $ 0.50 Misc.Fee: TOTAL FEE: $ 100.50 APPLICANT: Hayes&Sons Exc.Inc. OWNER: R J WEESTRAND ET AL 263 82nd Street S.E. 525 ORCHARD PARK RD Montrose,MN 55303 LONG LAKE MN 55356 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. 1/24/r1,01/4-- 0540 APPLICANT PERMITE SIGNATUREISSUED BY SIGNATURE Copies: I-File(Signatures Required), 1-Applicant, I-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1 L r'x /1-0'91/ 100 5o CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION Box 66(2750 Kelley Parkway) Crystal Bay,Mn 55323 JOB SITE ADDRESS c ZS- D v' P—"` Occupancy Type: Residential Commercial Other Permit Type: New or Replacement System $100.00 Repair Existing System $ 50.00 (Tanks or Drainfield) $0.50 State surcharge added to above fees * See fee schedule for non-residential permit fees Owner's Name:204.,9 Phone NumberPf5 2 - LP& —6 2-2 (o Mailing Address: s-2-5- OVr*.P /04,4 1J. City: Orroi.o Zip: -0532_3 Contractor's Name: 44 ycs •f$wvs Phone Number:7 ,3-te)5-/7!P Z- Mailing Address: 2' 3 V:, .Sf. 5-f£- City: 44U,,.trose Zip: 5-5-34.3 *** DO NOT MAL PAYMENT WITH THIS APPLICATION*** GENERAL INSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the City Offices; however, permits will not be mailed out. The permit must be picked up in person at the City Offices and work must not begin unless the permit card is on the job site. 2. Permits will be issued only to contractors holding a Minnesota Pollution Control Agency(MPCA) Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 4. The following inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to covering. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rough up but prior to sand placement(sand will be jar tested for silt content), and again during pressure distribution piping installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump stations (where required) components are functional and cgmply with codes. 5. Individual holding MPCAInstallers License shall be present during all inspections. A 24-hour notice is required for all inspections. NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate boxes. 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. 2. I will be installi following: A. Tanks Precast Concrete Other Manufacturer�•4�wi fr, Tank Capacities: 1) (65+.1, ie al. 2)ec,�;7 �O``'gal h400, 3) /0 00 gal B. Pump Station (if required) Pump make&model 600/, ,e4/// (attach pump curve& literature); system design requires •Z-6., gpm at /y feet of head. High water alarm make & model /, (0-4, . Outside electrical work to be completed by installer 1lectrician other. C. Treatment System: Trenches: s.f. ' Mound Depth of rock below pipe " Rock bed dimensions/D ' x ' Drop Boxes Sand bed dimensionsS ' x e/Z Distribution Box Pressure Dist. Pipe Diam. /i2 " Manifold Pipe Diam. 2— D. D. Final Cover/Topsoil to be: borrowed from site /(show location on site plan) t/ trucked in The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance with ordinances of the City and the regulations of the State of Minnesota,and certifies that all statements made on this application are complete,true and correct. Signature of Applicant2 // Date: p z 0 MPCA License No. lP((v Staff Review: Approval )( Denial Reviewer: Q) Date: -- 'O� Reason for Denial: O O � O , , - s �, CITY of ORONO b.,,a,. 1i ,y> Municipal Offices Alt,i lots:cy, Post Office Box 66 _ crystal Bay,Minnesota ss32i Oo66 4�ESII June 5, 1992 Randy Weestrand 525 Orchard Park Road Long Lake, MN 55356 RE: Septic System Repairs Dear Mr. Weestrand: A recent inspection revealed that your septic system is failing to treat waste properly and must be repaired. On at least two separate occasions you have been sent notifications of the required septic system repair and a July 1 deadline has been established. We still have not received any indication that repairs have begun. Unless a repair permit is issued or a repair schedule approved by July 1, 1992, we will be forced to turn this matter over to the City Attorney. Please contact the City offices as soon as possible to discuss your repair options. Thank you for your prompt attention to this matter. Sincerely, id rlir If.„.ealpet--- Stephen Weckman On-Site Systems Manager Enclosures: Septic Report List of Septic Contractors/Site Evaluators/Designers SW/lsv TELEPHONE-473-7357•FAX-473-0510 • • P 137 892 815 Receipt for Certified Mail No Insurance Coverage Provided ammo= POSTED STATES Do not use for International Mail POSTAL SERVICE (See Reverse) Ft ' lb' :.:__. .....M4.4..t•v a��,No.04.„6.41.41, Il iii Fri&State and Z?Co•e ,� a ' /a ,l ' Al U • Postage i $ •02./ Certified Fee v/, Special Delivery Fee 4D Restricted Delivery Fee • Return Receipt Showing J • to Whom&Date Delivered te Return Receipt Showingito Whom, SDate,and Ad�.y• ;mss 7 "') &TOTAL P. r, A Q" '1 C &Fees 77 � y� Oi cX- O O Postm:if Date M E 1QQ9 .5 Lt- (r)TO a I also w �Cei"e the ^% SENDER: or an extra • Complete items 1 and/or 2 for additional services. following S6 CJ •N • Complete items 3, and 4dr &b. fee): y • Print your name and address on the reverse of this form so that we can1 ❑ Addressee's Address 0 a) of return this card you. > • Attach thisform the front of the mailpiece,or on the back i space a m does not permit. 2, ❑ Restricted Delivery •5 a • Write"Return Receipt Requested"on the mailpiece below the article number. v Consult postmaster for fee. C • The Return Receipt will show to whom the article was delivered and the date C delivered. 4a. Article Number c 0 3. Article Addressed to: 13 7 �• 02 2) S 3 d d y e IA, 0),,e,c, —t- 4b. Service Type CC a II�� f j� ❑ Registered ❑ Insured C ff 0 S06 C/ Certified ❑ COD y / Return Receipt for c k+ CI Mail ❑ o ti n lc SS-j Merchandise O 7. Date of D-live. c 0 Q '— T Q 8. Addressee's Addres (Only if requeste R l 5. Sign. ure�ddressee) and fee is paid) t H —� 1nt) ` i cCI 6. S'e 5 '' ' .- ai PS ••orm ;:1i ,'December 1991 ,O U.S.G.P.O.:1992-307-530 DOMESTIC RETUR�CEIPT ( ,'i ( copes-1 Rusty Olson's--Soil and Percolation Testing Joseph.J. Olson—MICA License#810 11481 Riverview Rd.NE,Hanover,MN 55341 (763)498-8779 Fax(763)498-8290 August 17,2003 U 2-4 lb- 62 Z(o Randy Westrand o S 525 Orchard Park oad LO J l COrono,Henn.Co. / This on-site SewageTreatmentSystem is designed for a Type 1,three bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The seasonally saturated soils were located at 20"-32"(mottled soil). Due to seasonally saturated soils,a pressurized Mound System will need to be installed to treat septic effluent. The bottom of the treatment area must be located at least 3'above the saturated soils. The soils at a depth of 12"have a percolation rate averaging 7 MPI. All neighboring wells are located greater than 100' away from proposed treatment area. A variance will be needed to be closer than 75 feet from the wetland fringe. The existing tanks may be used upon approval of local inspector. The existing system does not conform to chapter 7080. A pumping chamber will need to be installed to lift the effluent to the treatment area. The power supply and switches must be located outside the manhole and pumping chamber in a weatherproof enclosure. A warning device must be installed with light and sound devices;this is in case of a pump failure. The manifold and supply line must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill materials are clean. The sod layer below the entire mounded area must be turned over,just break up the sod and be sure not to over work. Keep all heavy equipment off of the proposed treatment area before during and after construction. This Design is not valid and the System will need to be relocated if failure to protect the area proposed for On-Site Sewage Treatment occurs. With proper installation and maintenance,this system should have no problem in treating septic effluent effectively. Nothing other than gray water,(laundry,showers,etc.) Human water and toilet tissue should be disposed of into the septic tanks. Garbage disposals are not recommended. Additives must not be used;they may cause harmful damage to your septic system. It is recommended that you pump the tank every year for 1 tank every two years for two tanks. S..cerely, Miff" Oltelie �r .: t • 4 411'AII r' 420' Joseph J.Olson ' x • q4i i.74. rosters*mitineratit" APPIOVED WITS~TIMIS HI 1011110 as MDT AfTSOtl R IUMNAIMIT LSI +� ossirmwrawOwywtimibravika AI wit IAA*** 6 Nil wompilmwe oak wA apptiodb wail mhos fob.MNQOM$. lMIV*MAW IN tment Ilimakenestsadadieg IkonMill swifts*wad Is*hwk" INUMMES NIS OESIGN. UAW TWA PIM WOK NTS AsALL TOM r- T ., fy Ls r r f _________D \ /a / R' x 4. r� o Imo?r N PD z i y�^V L f •, 7u Y S J V. o �° 11 w . Y J d• ~ � ) c T j, —� q { J o i ‘J(Tr_ S4, l N T N "' R A L � ` r CY 7 —_______ _/ _T. ; i j`' r = + tr N Cistl v ItEitilti::f1 . Z ;/ 94111i . I 4" $ t riir Z , 0. o 2 O cr n 1 icg2: 2 G t--* 2 LsrR aI '�a It C'' I o O qv( se r- Pigiii.' )4 I 1IERJ1 . i ll! P; 6 - a C 9 o F e• —s1 • r O lLii r- • V 7!' i '2 • '1 3 a a a. • , ' ''l 7:3 • 0 - 2r CI Z r o i I .13- I .. Pt I. o I— § 0M � Ii h Hill w � 9\, « o m o - C 8 i o am %2 ilit ' w isg il 11 if • —o---i r � p � PBea « 1; o n �C r a o ; G I"\ 2 g $ .� n o F N 6 91,. /e J r ofD )37(4gag ' a0 « r. - \ °' C • .1g o \ CA m `< °° ' ,•• ••. . ////1 a c4 a 41 Milv 11131 _ a W a5 C . � a Q. r as M 1// / it I a ) : o 3 I I I , 1 r CA IIINr D '-....D © gZ Mound Design Worksheet (For flows up to 1200 gpd) All boxed rectangles must be entered,the rest will be calculated. A. FLOW Estimated 450 gpd(see figure A-1) or measured x 1.5(safety factor)= 0 gpd B. SEPTIC TANK LIQUID VOLUMES Septic tank capacity 2000 gallons(see figure C-1) G-1 Septic Tank Capacity in Gallons Number of Minimum Capacity with Capacity with Bedrooms Capacity Garb.Disp. Disp.and Lift 2 or less 750 1125 1500 3 or 4 1000 1500 2000 5 or 6 1500 2250 3000 7,8 or 9 2000 3000 4000 C. SOILS(Site evaluation data) 1. Depth to restricting layer= 1.7 feet 2. Depth of percolation tests= 12 inches 3. Texture (loam 4. Soil loading rate(see Figure D-33) 0.6 gpd/ft2 Percolation rate 7 MPI 5. %Land Slope I 9 % D. ROCK LAYER DIMENSIONS 1. Multiply average design flow(A)by 0.83 to obtain required area of rock layer Item A x 0.83= 450 gpd x 0.83 ft?1gpd= 373.5 ft2 2. Determine rock layer width =0.83 ft2/gpd x Linear Loading Rate(LLR)(see LLR chart) 0.83 ft2/gpd x I 12 = 10.0 ft LLR Chart Perk Rate LLR <120 MPI <=12 >=120 MPI <=6 3. Length of rock layer=area divided by width= 373.5 ft2 I 10 feet= 38.0 feet E. ROCK VOLUME 1. Multiply rock area by rock depth to get cubic feet of rock 373.5 X 1 ft= 373.5 ft3 2. Divide ft3 by 27 ft3lyd3 to get cubic yards 373.5 ft3 I 27 = 13.8 yd3 3. Multiply cubic yards by 1.4 to get weight of rock in tons; 13.8 yd3 X 1.4 ton/yd3 = 19.4 tons F. ABSORPTION WIDTH 1. s width -•uals absorption ratio(see Figure D-33)times rock layer width 2 x 10.0 ft = 20.0 ft Page 1 of 6 G. MOUND SLOPE WIDTH&LENGTH(Greater than 1%) 1. Downslope absorption width=absorption width minus rock layer width 20 feet - 10 feet= 10 feet 2. Calculate mound size UPSLOPE a.Determine depth of clean sand at upsiope edge of rock layer=3 feet minus distance to restricting layer(C1) 3 ft - 1.7 ft= 1.3 feet b.Mound height at the upslope edge of rock layer=depth of clean sand for separation(G2a) at upslope edge plus depth of rock layer(1 foot)to depth of cover(1 foot) 1.3 ft+1ft+1ft= 3.3 feet c.Upslope berm multiplier based on land slope(see figure D-34) Select berm multiplier of 2.94 d.Upsiope width=berm multiplier(G2c)times upslope mound height(G2b): 2.94 x 3.3 ft = 10.0 feet DOWNSLOPE e.Drop in elevation=rock layer width(D2)times percent landslope(C5)/100 10 ft x 9 % /100= 0.9 feet f.Downslope mound height=depth of dean sand for slope difference(G2e) at downslope rock edge plus the mound height at the upsiope edge of rock layer(2b) 0.90 ft + 3.3 ft= 4.2 feet g.Downslope berm multiplier based on percent land slope(see Figure D-34) 5.18 h.Downslope width=downslope multiplier(G2g)times downslope mound height(G2f) 5.18 x 4.2 = 22.0 feet i. Select greater of G1 and G2h as the downslope width 22.0 feet j.Total mound width is the sum of upslope(G2d)width plus rock layer width(D2)plus downslope width(G2i) 10.0 ft+ 10.0 ft+ 22.0 ft= 42.0 feet k.Total mound length is the sum of upsiope width(G2d)plus rock layer length(D3) plus upslope width(G2d) 10.0 ft + 38.0 ft+ 10.0 ft= 58.0 feet I Final Dimensions (slope>1%) 42.0 ft x 58.0 ft I hereby certify that I have completed this work in accordance with all applicable ordinances,rules and laws /�— (signature) 810 (license#) cSh 7/4,3 (date) Page 2of6 PRESSURE DISTRIBUTION SYSTEM All boxed rectangles must be entered,the rest wi be calculated. 1. Select number of perforated laterals: 3 �c•x«k� � r4..._..,....._..,.....,..ead_,. 11. 72" 2. Select perforation spacing= 3 ft rbrf Si zi ns,.IR-I/�" 3. Since perforations should not be placed closer that 1 foot to the edge of the rock layer(see diagram),subtract 2 feet from the rock layer - r h 3-8 -2ft= 36 ft 4 Determine the number of spaces between perforations. Divide the length(3)by perforation spacing(2)and round down to nearest whole number. Perforation spacing= 36 ft/ 3 ft= 12 5. Number of perforations is equal to one plus the number of perforation spaces(4). Check figure E-4 to assure the number of perforations per lateral guarantees <10%discharge variation. 12 spaces+1 = 13 perforations/lateral E-4 Maximum Number of 1/4 inch perforations E-6 Perforation Discharge he GPM per lateral to guarantee<10%discharge variation Head Perforations diameter Perforation (feet) (inches) Spacing 3/16 7/32 1/4 feet 1 inch 1.25 inch 1.5 inch 2.0 inch 1° 0.42 0.56 0.74 2.5 8 14 18 28 2° 0.59 0.80 1.04 3.0 8 13 17 26 5 0.94 1.26 1.65 3.3 7 12 16 25 a Use f.o foot for singlafamiy homes. 4.0 7 11 15 23 b.Use 2.0 feet for anything else 5.0 6 10 14 22 6. A.Total number of perforations=perforations per lateral(5)times number of laterals(1). 13 perfs/lot x 3 laterals= 39 perforations B.Calculate the square footage per perforation. Recommended value is 6-10 sgft/perf.Does not apply to at-grades. 1. Rock bed area=rock width(ft)x rock length(ft) 10 ft x 38 ft= 380 ft2 2. Square foot per perforation=Rock Bed Area/number of perfs(6) 380.0 ft2 / 39 perfs = 9.7 ft2/perf 7. Determine required flow rate by mukipying the total number of perforations(6A)by flow per perforations(see figure E-6) 39 perfs x ( 0.74 Igpm/perfs= 29.0 gpm • 8. If laterals are connected to header pipe as shown in Figure E-1,to select minimum required lateral ( ' diameter;enter figure E-4 with perforation spacing(2)and I number of perforations per lateral(5). Lam.E-I:ManlbW LaoaMa al End of°ysa«n Select minimum diameter for perforated laterals= 2 inches 9. If perforated lateral system is attached to manifold pipe ^ En„^�° near the center,like Figure E-2,perforated lateral length(3) •-- and number of perforations per lateral(5)will be approximately one half of that in step 8. Using these values,select minimum diameter for perforated lateral= 2 inches. . �--,, I hereby certify that I have completed this work in accordance with all applicable ordinances,rules and laws. (signature) 810 (license#) gel/7/U7 (date) Page 1of1 • PUMP SELECTION PROCEDURE All boxed rectangles must be entered,the rest will be calculated. 1. Determine pump capacity: A. Gravity Distribution 1.Minimum required discharge is 10 gpm 2. Maximum suggested discharge is 45 gpm For other establishments at least 10%greater than the water supply rate,but no faster than the rate at which effluent will flow out of the distribution device. B. Pressure Distribution-see pressure design worksheet leato nt hstem &pt' acarge Ott Selected Pump Capacity: 29 gpm total pipe length 2A.elevation Inlet • ' difference 2. Determine head requirements: PPG FSI A. Elevation difference between pump and point of discharge. i 8 feet mnrrf+»r3++rr B. Special head requirement?(See Figure-Special Head Requirements) 5 feet Special Head Requirements Gravity Distribution Oft C. Friction loss Pressure Distribution 5ft 1. Select pipe diameter 2 in 2. Enter Figure E-9 with gpm(1A or B)and pipe diameter(C1) Read friction loss in feet per 100 feet from Figure E-9 E-9 Friction Loss in Plastic Pipe Friction loss= ( 1.55 ft/100 ft of pipe per 100 ft nominal 3.Determine total pipe length from pump discharge to soil system discharge point. Flow Rate pipe diameter Estimate by adding 25 percent to pipe length for fitting loss. gpm 1.5" 2.0" 3" E•uivalent • • length times 1.25=total pipe length 20 2.47 0.73 0.11 25 ft x 1.25= 31.25 feet 25 3.73 1.11 0.16 30 5.23 1.55 0.23 4.Calculate total friction loss by multiplying friction loss(C2) 35 6.96 2.06 0.3 by the equivalent pipe length(C3)and divide by 100. 40 8.91 2.64 0.39 FL= 1.55 ft/100ft X 31.25 ft / 100. 1.0 feet 45 11.07 3.28 0.48 50 13.46 3.99 0.58 D. Total head requirement is the sum of elevation difference(A),special 55 4.76 0.7 head requirements(B),and total friction loss(C4). 60 5.6 0.82 8 ft + 5 ft + 1.0 ft 65 6.48 0.95 70 7.44 1.09 Total Head: 14.0 feet 3. Pump Selection 1.A pump must be selected to deliver at least 29 gpm(1A or B) with at least 14.0 feet of total head(2D). I hereby certify that I have completed this work in accordance with all applicable ordinances,rules and laws. (signature) 810 (license#) 5//7/v3 (date) Page 1 of 1 • Logs of Soil Borings License#810 Location or Project: 525 Orchard Park Road Borings made by: Rusty Olson's Soil and Perc testing 815/03 Classification System: AASHO ; USDS USDS-SCS X ; Unified ; Other Auger used (check two): Hand_X ,or Power , Flight, Bucket or Probe X_ Boring Number_1_Surface elevation 69.6 Mottled Soil at 2.0_feet 0"-24" Dark brown loam 10yr3/2 H2O present at X inches 24"-36"Rusty brown clay loam 10yr4/4 Boring Number 2_Surface elevation 67.9_ Mottled Soil at 2.6_feet 0-32" Dark brown loam 10yr3/2 H2O present at X inches 32"-42"Rusty dark brown loam 10yr3/2 42"-48" Rusty olive brown day loam 2.5y4/3 Boring Number_3_Surface Elevation 69.6_ Mottled Soil at_1.7_feet 0-20"Dark brown loam 10yr3/2 H2O present at X 20"-24" Rusty brown day loam 10yr4/4 24"-36" Rusty brown day loam 10yr5/3 Percolation Test Data Sheet Lic.#810 Percolation test readings made by: Rusty Olson's Perc. starting at 11:00 A.M. On 8/06/03 Location: 525 Orchard park Road Hole number 1 Date hole was prepared: 8/05/03 Depth of hole bottom_12"_inches, Diameter of hole 6"_inches. Soil data from test hole: Depth, inches Soil texture 0-12" Dark brown loam 10yr3/2 , Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date and hour of initial water filling 8/05/03 At 1:30 P.M. depth of initial water filling 12 inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches Time Time Depth Drop in H2O Perc Rate I 11:11 11:26 6" 1.4 10.7 11:29 11:44 6" 1.4 10.7 11:45 12:00 6" 1.4 10.7 AVERAGE PERC. 10.7 MPI I • Percolation Test Data Sheet Lic.#810 Percolation test readings made by: Rusty Olson's Perc. starting at 11:00 A.M. On 8/06/03 Location: 525 Orchard park Road Hole number: 2 Date hole was prepared: 8/05/03 Depth of hole bottom_12"_inches, Diameter of hole 6"_inches. Soil data from test hole: Depth, inches Soil texture 0-12" Dark brown loam 10yr3/2 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date and hour of initial water filling 8/05/03 At 1:30 P.M. depth of initial water filling 12 inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches I Time Time Depth Drop in H2O Perc Rate 11:12 11:27 6" 5.2 2.8 11:28 11:43 6" 5 3 11:46 12:01 6" 4.8 3.2 AVERAGE PERC. 3 MPI 0 CITY of ORONO A Municipal Offices r , � G~ Street Address: Mailing Address: 49It Si10* 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 July 25, 2005 Randy Weestrand 525 Orchard Park Road Long Lake, MN 55356 Dear Mr. Weestrand: I am in receipt of your septic system design by Rusty Olson. It was received in the mail on July 21, 2005. I have approved the design and your installer may apply for the permit at anytime. The installer must simply come to city hall and make application. It usually takes a day or two to issue the permit. If you have any further questions please feel free to call. Sincerely, Willie Gibbs ISTS Program Coordinator Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us TE TIME / CITY OF ORONO CALLED IN q-;t: -7 7O INSPECTION N9)T C,i SCHEDULED q^ 1 1 :ice,,; 30 PERMIT NO. //��0 7/13 COMPLETED ADDRESS c? S ® I c'ac'.j f azsj__ OWNER LvC *I A N 6 CONTR. i-1/4-' 1c5 1- st s TELEPHONE NO. DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT 07 DEMO-FINAL EPTIC INSTALL. 22 FOLLOW-UP 111 09 PLUMBING RI SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNER/CONTRACTOR TO MEET YOU:_YES NO 2Li, COMMENTS: As a>: 1+ DrA(,), 7't) /T/C- Q. o TODD &Ailv ,'i bAi 'J lfrT 0 Q / n x 3 v /24()Lin_c /(, ,t 3/ ca to I-. - in 7e W6,.., i L S 4-1//0 H, pLs", cc 0 L WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 9_ ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site J� Inspector. P-4?/��� White Copy/Inspector's File Canary Copy/Site Notice