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HomeMy WebLinkAbout2003-P6262 - new septic CITY OF ORONO PERMIT 12750 Kelley Parkway- PO Box 66 Permit Number: P06262 'Crystal Bay, Minnesota 55323 Permit Type: Septic (952) 249-4600 Date Issued: 5/2/2003 SITE ADDRESS: 4115 Watertown Rd Maple Plain,MN 55359 PID: 31-118-23-41-0014 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 TOTAL FEE: $ 100.50 APPLICANT: VOLKENANT INC OWNER: Micheal&Jill Dyer 1030 CO RD 83 4115 Watertown Rd MAPLE PLAIN,MN 55359 Maple Plain MN 55359 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. d6� blnAPPLICANT PERMITEE SIGNATURE ISSUED BY SIGNATURE Conies: 1-File(Sienitures Required), 1-Applicant. 1-Monthlv Reports, 1-Assessin¢. 1-Finance Page 1 CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION Boa 66(2750 Kelley Parkway) Crystal Bay,Mn 55323 r JOB SITE ADDRESS Occupancy Type: Residential ✓ Commercial Other Permit Type: New or Replacement System $100.00 �C) -s 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: �) Phone Number: Mailing Address: City: Zip: Contractor's Name: Ile tG,oxlg±Lt ,,r— Phone Number: -7& 1 '50 Mailing Address: City: ,•° Zip: .5'5' tr-5 j *** DO NOT MAIL 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(UTCA) 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 comply with codes. 5. Individual holding MPCA Installers License shall be present during all inspections. A24-hour notice is required for all inspections. NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate boxes. r 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. 2. I will be installing the following: A Tanks: J_Precast Concrete Other Manufacturer Tank Capacities: 1) /'p o o gal. 2) ZO" gal 3) E D al B. Pump Station(if required) Pump make&model (attach pump curve& literature); system design requires gpm at feet of head. High water alarm make&model . Outside electrical work to be completed by installer electrician other. C. Treatment System: Frenches: s.f. /O,I^5-V Mound Depth of rock below pipe Rock bed dimensions Ix ' Drop Boxes Sand bed dimensions ' x ' Distribution Box Pressure Dist. Pipe Diam. Manifold Pipe Diam. :Z " D. Final Cover/Topsoil to be: borrowed from site (show location on site plan) _ 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 ofApplicant Date: S —ja D o.---MPCA License No.- -------------------—--—--------------------------------------------------—------------------------------------- ----- Staff ---------------------------------------------------------------------------------------------------------------------- Staff Review: Approval Denial Reviewer: Date: Reason for Denial: R "S-P TESTING, INC. Steven B. Schirmers • MPCA Cert.No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566 FAX (763)-497-5011 State License#394 July 13, 2002 CITY Cly ') 2r NO SEPTIC EWVIIT P ANREVIEW W INSPECTOR DATPO-ZZ-OZ- PERMIT NO._ - APPROVED AS SCBMITTED Mike Dyer APPROVED WITH CORRECTIONS AS NOTED 4115 Watertown Rd. E] NOT APPROVED-CORRECT&RESUBMIT Shwa comments W for your information. All work shall be done Orono, Henn. Co., MN h►EAI compliance with all applicable septic and zoning code. Requitements including items not specifically noted in this review. Kw T=PLAN SST ON SITE AT ALL TIMES This site has an existing pressurized mound system which is hydraulically overloaded in the rock bed and is surface discharging. The system is classified as an imminent health hazard which must be repaired or disconnected within 10 months. Soil probing into the sand found no ponding. The downslope toe of the mound was only 10' to 12' downslope from the rock bed. With the 6% slope below the system a minimum of 24' downslope toe is needed. Soil borings through the mound found original soil at elev.97.5 & 98.0 below the rock bed. The bottom of the rock was found at elev.98.2. This leaves very little sand below the rock bed. The proposal is to remove the topsoil & rock bed to the downslope toe and roughen up the remaining sand & original soil &the original 14' east & 12' west being added. Add additional soil to elev.99.9 and replace with a 10' x 50' rockbed for a 4 bedroom home. Replace the sand loam cap & 6" of topsoil. Use a large backhoe with tracks with no travel on the existing mound. The system is located where run off ponds at the uplsope toe & east end of the mound. A 6" to 12" deep diversion must be shaped at the east end of the mound to divert run off. An Interceptor drain must be installed 10' from the upslope toe of the mound a minimum of 3' deep & backfill with rock within 6" of the ground surface and the remaining 6" fill with topsoil. The tile line must be wrapped with filter cloth. Prior to repairing the system, the effluent must be pumped for several weeks to dry up the system (pumping chamber must be turned off). 1 r A Quart Jar Test was completed on the existing sand finding 1/16" of sediment after 1 hour of settling in 2" of sand which passes, 1/8" is allowed. The existing tanks are old & may have concrete baffles. If the tanks are water tight replace the baffles ( pump tank has concrete baffles). If the tanks are not water tight, abandon, pump and fill with soil. The existing pump may be used if it meets the required head pressure and gal/min. All neighboring wells are located greater than 100' away from the proposed treatment area. Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not valid &the system will need to be relocated if failure to protect the areas 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 human waste, toilet tissue, laundry, showers, water softener etc. should be disposed of into the septic tanks. Iron filters must be diverted out of the system. Recommend to divert the water softner also. Garbage disposals are not recommended, due to adding more solids &fine solids passing through to the system. Excessive amounts of soaps, antibacterial soaps, cleaning agents, shower cleaners used every shower& chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not recommended. Recommend to pump &clean your tanks through the manhole by a certified pumper every 2 years. Check with your pumper to set up a schedule. Steven B. Schirmers 2 s's +q5•q qu: _ .3 o� ity oI � Li + / BIZ"s e Pcrcd_otan Tests scot:: v Jct Q oa Borings ®B*Xl-. Mo(k Note= Ths system is b be constructed to med the Kmesda PoRu!;on Coc" AY ncy �1uvs TMSYMIS DESKMD FM Chapter 7080 & Local Ordinance „4 .BEDROOMS. ANY MMM'N M MBM DF BEDROQMS INYAUDA�ES Check all underground utilities e` C MCPERTY OF: y, r S—f' TEST/NG/NC_ Designed Br= -' Dn'r: i-/1 /02 PN FV-497-3566 MOUND DESIGN WORK SHEET(For Flows up to 1200 d) A. Xverage Design FLOW A-1: Estimated Sewage Flows in Gallons per Day number o Estimated (p00 gpd (see figure A-1) bedrooms Class I Class 11 Class III Class IV or measured x 1.5 (safety factor) = gpd 2 300 225 180 60% 3 450 300 218 of the 4 600 375 256 values B. SEPTIC TANK Capacity 5 750 450 294 in the 6 900 525 332 Class I, ( ll � -/0 0 C7 gallons see re - 7 1050 600 378 II,or III g �� C1) 8 1 1200 1 675 408 columns. C. SOILS (refer to site evaluation) G1: Septic Tank Capacities m ilons Number of Minimum Li uid Liquid capacity with Liquid capacity 9 9 P�ty wwith disposal& 1. Depth to restricting layer = 1 r ) feet Bedrooms Capacity garbage disposal lift inside 2. Depth of percolation tests = /10 feet 2 or less 750 1125 1500 3. Texture L L� ✓� 3 a 4 1000 1500 2000 Sorb 1500 2250 3000 Percolation rate I ix-3 o 7,g or 9 2000 3000 4W 1 4. Soil loading rate -4.5'.5' gpd/sgft(see figure D-33) LL4K )_0Y4 YVA 5. Percent land slope Le % D. ROCK LAYER DIMENSIONS 1. Multiply average design flow (A) by 0.83 to obtain required rock layer area. - (,,(Do gpd x 0.83 sgft/gpd = 4 624 sgft 2. Determine rock layer width = 0.83 sqft/gpd x linear Loading Rate (LLR 0.83 sqft/gpd x !—1, gpd/sqft= /0 ft Mound LLR 3. Length of rock layer = area=width = sgft(D1) j Q ft (D2) = 90 ft < 120 MPI <12 E. ROCK VOLUME > 120 MPI < b 1. Multiply rock area (D1) by rock depth of 1 ft to get cubic feet of rock l ­) (g�' sqft x 1 ft= 4c7 s� cuft 2. Divide cuft by 27 tuft/cuyd to get cubic yards 1015K' cuft i 27 cuyd/cuft = I � cuyd 3. Multiply cubic yards by 1.4 to get weight of rock in tons _cuyd x 1.4 ton/cuyd = a 5' tons D-33: Abrtorption Width Sizing Table PercoF. SEWAGE ABSORPTION WIDTH in Minute Rote Loading Rate in Minute per Soil Texture Gallons Absorption Inch per day per Ratio MPI uere foot Faster than 5 Coarse Sand 1.20 1.00 Medium Sand oamAbsorption width equals absorption ratio (See Figure D-33) l Fine Sand sand 79 1 times rock layer width (D2) 16 0 2.°° 1 to 45Silt Loam 2.40 Silt x 1 C� ft — n? f t 46 a 60 Sandy 0.45 2.67 — Silt Clay loam 61 to 120 Silty Clay 0.24 5.00 Sandy Clay Slower than 120• -System designed fm these mils mwt be other or performs— C�. MOUND SLOPE WIDTH &LENGTH Landslope> 1% slope (lattdslope greater than 1%) er 1. Downslope absorption-width= absorption width (F) minus rock layer width (D2) 6'Topsoil ,. ansa>,a nft- J ft=�Z ft p•rs --- 2. Calculate mound size UPSLOPE a. Depth of clean sand fill at upslope edge of rock layer = 3 ft minus the distance to restricting layer(0) 3 ft- 1, ) ft= I- ` ft b. Mound height at the upslope edge of rock D-ft SLOPE MULTIPLIER TABLE layer = depth of clean sand for separation (G2a) Land LTRon DOWNSLOPE slo mulvpliea for various multipllers for various at upslope edge plus depth of rock layer(1 ft) In aloperavos slope ratios plus depth of cover (1 ft) = 6: 7=1 1F !� ft + 1ft+ 1ft = 3.11 ft 0 3.0 4.0 SA 6.0 7.0 &0 3.0 4.0 5.0 6.0 7.0 c. Upslope berm multiplier based on land slope 1 L91 3.85 4.76 5.66 634 7.41 3.09 4.17 5.26 6.38 7.53 •S 2 2.83 3.70 4.54 536 6.14 6.90 3.19 435 3.56 6.82 8.14 t 1 (see gibe D-34) d. Upslope width = berm multiplier(G2c) times 3 2.75 3s7 435 $A5.79 6:45 3.30 4.54 5.88 7.32 8.86 4 2.68 3.4S 4.17 4.84 SAG 6.06 3.41 4.76 6.25 7.89 9.71 upsle mound height(G2b): D -J X_2_ft - ft S 2.61 333 4.00 4.62 5.19 &n 3.53 5.00 6.67 8.57 10.77 7. DOWNSLOPE 6 2S4 3.23 3.55 4A3 4.93 8.41 3.66 5.26 7.14 9.38 12.07 7 2.48 3.12 3.70 4.23 4.70 5.13 3.80 5.56 7.69 10.34 13.73 '. Drop in elevation = rock layer width (D2).times 8 2.42 3.03' 13.57 4.05 4.49 4.88 3.95 5.88 8.33 1154 15.91 percent landslope (C5) + 100 9 2.36 4.94 3.4S 3.90 4.30 4.6S 4.11 6.25 9.09 13.04 18.92 f ft X ('0 % -f- 100=�ft 10 2.31 2.86 333 3.75 4.12 4.44 4.29 6.67 10.00 15.00 23.33 '. Downslope mound height= depth of clean u L6 2.78 . 3.23 3.61 3.95 4.26 4.48 7.14 11.11 17.65 30.43 ;and for slope difference (G2e) at downslope z41 2." 3.12 3A9 3.80 4.08 4.69 7.69 22.50 21.43 43.76 •ock edge plus the mound height at the xpslope edge of rock layer (G2b) ft + Flo ft= � ft ;. Downslope berm multiplier based on percent land slop .�'•-Z �o (see figure D-34) i. Downslope width = downslope multiplier Upslope vyjjth(G�d) G2g) times downslope mound height(G20 y�� xWldth(G2d) WR d�BedUpslope Widch(G2d) �, ft Length( ) �_ Select the greater of G1 and G2h as the lownslope width: m,,,=,alopewtdth(G21i �` ft Total mound width is the sum of upslope I Absorption Width(P)� -idth (G2d) width plus rock layer width J2) plus downslope width (G2i) Tot.,Length(C;W ft ig ft + )0 ft+ D1- ft= Hy ft Total mound length is the sum of upslope width (G2d) lus rock layer length (D3) plus upslope width (G2d) o ft + !�O ft+ !v ft= ').o feet `1 a `4 -7, Final Dimensions: L4 x - 4tL4 4L)V- hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws. - l. // -- U '(__-- (signature) 2'2 Ll- (license#) `� - ) 3 - D'L (date) PRESSURE DISTRIBUTION SYSTEM Geotextile fabric 1. Select number of perforated laterals Quarter inch perforations s aced®3' 12 2. Select perforation spacing= .�:? ft of`.ro`k Perf Sizing 3/16"-1/4" 3. Since perforations should not be placed closer than 1 foot to Perf Spacing 1.5'-5' the edge of the rock layer (see diagram),subtract 2 feet from the rock layer length. E-4: Maximum allowable number of 1/4-inch perforations JD per lateral to guarantee d0%discharge variation Rock layer lenigeir -2 ft --j_ft perforation spacing 4. Determine the number of spaces between perforations. feet 1 inch 1.25 inch 1.5 inch 2.0 inch Divide the length(3)by perforation spacing(2) and round down to nearest whole number. 2.5 8 14 18 28 Perforation spacing= 4 V: ft+3--ft= spaces 3.0 8 13 _17 26 2 16 25 .3 7 1 5. Number of perforations is equal to one plus the number of 3 3.0 7 1 t 1 perforation spaces(4). Check figure E-4 to assure the number of 23 5.0 6 10 15 5 22 perforations per lateral guarantees <10% discharge variation. )t _spaces + 1 = I� perforations/lateral E-6: Perforation Discharge in gpm 6. A. Total number of perforations = perforations per lateral (5) perforation diameter times number of laterals (1) 11 head Inches 11) -j \J I r)' (feet) 3/16 7/32 114 perfs/lat x at=-�perforations 1.Oa 0.42 0.56 0.74 B. Calculate the square footage per perforation. 2.0b 0.59 0.80 1.04 Should be 6-10 sqft/perf. Does not apply to at-grades. Rock bed area = rock width (ft) x rock length(ft) 5.0 0.94 1.26 1.65 jft X l) ft= O 0 sgft a Use 1.0 foot for single-family homes. Square foot per perforation =Rock bed area +number of perfs (6) b Use 2.0 feet for anything else. U sgft+ _perfs = 'D.'l sqft/perf MANIFOLD LOCATED AT END OF PRESSURE DISTRIBUTION SYSTEM 7. Determine required flow rate by multiplying the total number of perforations (6A) by flow per perforation(see figure E-6) MYWO,D I)Li Lb _perfs x 1 g m/perfs = gpm 8. If laterals are connected to header pipe as shown on upper example,to select minimum required lateral diameter;enter figure E-4 with perforation spacing (2) and number of perforations per lateral (5) Select minimum diameter for YOUT Of 1 i 4 PRESSURE DISTRIBUTWN N MOUND TED PIPE LATERALS FOR perforated lateral= Z inches. ��{{RMWMTED RKTK PIP[ 9. If perforated lateral system is attached to manifold pipe near `LR DR.tNM voD y y�"A the center,lower diagram,perforated lateral length (3) and w ` ''`�' ' YrwlDlD number of perforations per lateral (5)will be approximately one RMpYyp{".pTTW„ R half of that in step 8. Using these values, select minimum IND CAP %01 - ITTM(IRMI diameter for perforated lateral = inches. AW d " I hereby certify that I havmpleted this work in accordance with applicable ordinances, rules and laws. (signature) 3 n/ y (license#) ' Z 0 Z(date) PUMP SELBCTTONFR©�CEDIJRE 1. D eternine pump capacity: A. Gravity distribution I. Minimum required discharge is 10 gpm , 2. Maximum snggested'discharge is 45,wn. For other establishments at least 109/6 greeter OtjT�the water supply rate, but nd faster than the rate at which effl ent will flow out of the distti'bution device. . B. Pressure distribution See pressure'distribution work sheet From•A or B Selected-pump capacity: gpm 2. D eternilne pump head-requirements: A. Elevatiort difference between pump and point of discharge? soil treatment systE 16 feet &p Int f Ischcrc, apo, ': B. Special head requirement?(See Figure at rights.Special Head Requirements) total Ipe eet lengt inlet 2A.elevation C. Calculate Friction loss pipe difference . • ....... .. . 1. Select pipe diameter 10 in - .......................... ...... 2. Enter Figure E-9 with gpm(1A or B)and pipe diameter(C1). Read friction loss in feet per 200 feet from Figure E-9'* Special -Head Requirements Friction Loss= a"s ft/•IOOft of pipe Gravity Distribution 0 ft 3. Determine total pipe length from pump discharge to soil treatment Pressure Distribution 5 ft discharge point.Estimate by adding 25.perdent to pipe length for fitting loss. Total pipe length times,1.25=equivalent pipe length E.9:Frlction Loss In Plastic Pipe - • feet x 1.25 =meet Per 100 feet 4. Calculate total friction loss by multiplying friction loss(C2) riomin-al in-ft/100 ft.by.the equiyalent.pipe-length(0)and divide by 100. now roto ',pipe diameter ftft /100ft x� +100= 11m �. Total head required is.the sum of elevation difference(A),special' 20 2.47 0.73 - 0.11 head requirements.($),and total friction loss(C4) 25 3.73 1.11 0.16 ft+ +_L2 30 5.23 1.55 0.23 Total head: feet 35 6.96 2.06 0.30 40 8.91 `764 0,39 . Pump selection 45 11.07 3.28 0.48 50 13.46 3.99 0.58 55 4.76 0.70 A pump must be selected to deliver at least .3_Qpnl 60 5.60 0.82 (IA or B) with at least feet of total head(21)) 65 6.48 0.95 70 7.44. 1.09 I hereby certify that h ve mpleted this work in accordance with applicable ordinaiices,:rules and laws. Ul �a (/ - Esig�lature) (license#) '2' )Z-O ?i (date) . S-P TESTING, INC. Steven B. Schirmers - MPCA Cert.No. 627 951 Katydid Lane NE - St. Michael, MN 55376 - (763) 497-3566 FAX - (763) 497-5011 State License#394 LOGS OF SOIL BORINGS Mike Dyer 4115 Watertown Rd. Orono, Henn. Co., MN Borings completed on 7-8-02, with a hand bucket auger. BORING NUMBER 1- Elev.98.8 - MOTTLED SOIL AT 22" - no standing water present in boring. 0 - 14" Topsoil dark brown loam 10YR 3/2 14" - 22" Brown clay loam 10YR 5/4 22" - 36" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8 BORING NUMBER 2- Elev.98.1 - MOTTLED SOIL AT 14" - no standing water present in the boring. 0 - 14" Topsoil dark brown loam 2.5Y 3/1 14" - 18" Rusty dark brown loam 2.5Y 4/1 - mottles 6/8 18" - 36" Rusty dark gray clay loam 2.5Y 5/1 - mottles 7/1,6/8 BORING NUMBER 3- Elev.99.8 - Through the mound. 0 - 8" Topsoil fill 8" - 28" Medium sand 28" - 36" Original soil dark brown loam Soil borings cont'd. BORING NUMBER 4- Elev.100.4 -Through the mound. 0 - 10" Topsoil fill 10" - 22" Medium sand 22" - 30" Original soil dark brown loam BORING NUMBER 5- Elev.97.2 - MOTTLED SOIL AT 14" - no standing water present in the boring. 0 - 14" Topsoil very dark brown loam 2.5Y 3/1 14" - 30" Rusty very dark brown clay loam 2.5Y 3/1 - mottles 6/8 2 DATE TIME CITY OF ORONO CALLED IN INSPECTION L40TICE SCHEDULED 6-a-To3 =30 PERMIT NO. YO(RASI COMPLETED ;t:7 5'30 ADDRESS y I IT wclh( f-Qwr, Q OWNER �T r CONTR. VOL TELEPHONE NO. DESCRIPTION 4 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 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 15 EPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOU: YES_NO COMMENTS: ' Q°�! ^-: �`�4—S a\cc S LL l W CCQ a W W cc Z)` 0719:Q OORK SATISFACTORY.PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next in tion 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. a White Copyllnspectoes File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION"PTI C SCHEDULED �� PERMIT NO. t? COMPLETE -30-03 ADDRESS 4(15- OWNER (15- OWNER Lk/ CONTR. VC,S P_ TELEPHONE NO. DESCRIPTION -C �����' U� 14 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 Z04 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 v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU: ES_NO COMMENTS: Lj�'C .�r Cr ". leo S-* 6 N W Q - 1�.•�S c� C' v,r W Z W cc LUWORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE rc W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY U BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contr c�for on site: Inspector. White CopylInspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION N TIff SCHEDULED PERMIT NO. O I.6 Z COMPLETED 7 V-3 ADDRESS `j 115' Vvsi ft/ �o wr— OWNER 0>,Jtr CONTR. TELEPHONE NO. DESCRIPTION t, C ko CK 8-r 11 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 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 v 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET You: YES_NO COMMENTS:CC So {60 O (damcc tkr :rte CCS o � C� W Q -sem evil O i�pLJr-,�QV4, z ."Se. .,c S 01�. W � cc LU ❑WORK SATISFACTORY.PROCEED 'PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next' s tion 24 hours in advance. (952) 249-4600 OwnerlCon ctor on site: 61P N Inspector. White CopylInspector's File Canary Copy/Site Notice