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Home My WebLink About1996-008377 - new septic system PERMIT CITY OF ORONO PERMIT TYPE: 2756 Kelley Parkway- PO. Box 66 W., I L.-R Permit Number: Crystal Bay, Minnesota 55323 Date Issued: (612) 473-7357 SITE ADDRESS: Cie—, N;� H :-;1`1 H 171 — - -- ------ N DESCRIPTION: i L i 1 T e 14 e t!t �Jaf-emr 1.m-r rn i f. T p c- N0,J SEPTIC.: CY4 TP -.I i�I.. -- RESIDENH 41._ f.,:�)- W1- I ype REMARKS: FEE SUMMARY: 0-0 (W. CONTRACTOR: OWNER: —1 ca 1 cz 4: T 1-4 G EL S DICE E N G, E E R I N Y 1--flU N U I t-i ' 4920 j4'.4R.E DR Id y 1900 H S, Of L.1 jj p RONID tvit-j rq jl A A R� RE-L IMPROVEMENT':. THF INJ TA M i A T C'T WFIRi::' IN SJR C1 NPLIANCE ',�JITIA ALL CITY OF ---0 ANC AGRECE TO D 0 .::,pFr T F 11— AU f 41 R C"I N I-- F"R,F)T N A N C-: {AN D F- INNIECI-11"A PH I I DING NG C."--- M UDE REGII-i-RErIENT'- APPLICANT,PFRMITEE SIGNATURE 7 ISSUED BY:SIGNATURE r CITY OF ORONO SEPTIC SYSTEM PERAM APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, MN 55323 JOB SITE ADDRESS: ®® v Occupancy Type: Residential IO 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: lit td% PhoneNumber: Mailing Address: City: Contractor's Name: PhoneNumber: Mailing Address: City: TID'XRS-r 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 City of Orono 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 station (where required) components are functional and comply with codes. 5. Individual holding UTCA Installer Certificate shall be present during inspections. A 24- hour notice is required for all inspections. NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, 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 installing the following: A. Tanks: _Precast Concrete _ Other Manufacturer Tank Capacities: 1) gal. 2) gal. 3) gal. 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 Inside electrical work must be completed by electrician. C. Treatment System: Trenches: s.f. Mound Depth of rock below pipe Rock bed dimensions 13'x5A' �X1�17y� �' � Drop Boxes Sand bed dimensions �'x�' Distribution Box Pressure Dist. Pipe Diam. '�" Maniford Pipe Diam. GYS �qkv 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 the 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 Applicant: 1rjx44,,L VZDate: MPCA Certification No.: Staff Review: Appro al Denial Reviewer: Date: Reason for Denial: 50i/ boring /oq Date Iles�c'd Job No: 96287 7-31-96 n Client Name Steve Johnston erviees Borings made by C.J. L.E. 200 Centro" Avepue Classification Syster is USDA—SCS Buffo% YA/ 5531,3 Auger ,type: Hand- Bucket Phone 682-9329 Fax 682-9002 Depth Sg_1 Depth SB-2 in Boring No. in Boring ho. _ feet Munsell Chart 10YR feet Munsell Chart 10YR /oom �� _. 3�j `%oom, ------_— 3/1" 6' c%y/oom J12 ' 2 --------- — 2 —� } _ gray mottles 30" r— lox 3 - .j/3 i 3 ._ i 9W ' 08"es 4 1 tf I 4/6 5 _ s, 5 4/6, ,N d 6 - —� 6 — — 1 w. End of boring at 6 feet End of boring at 6 feet [] Standing water table qt --feet of ! Stan.,ding water table at __feet of depth __hours after boring I depth —_hours after boring Not present in boring_ hole I Not present in boring hole Mottled soil et 2 feet of depth - i Mottled soil :at 2 1/2 feet: of ,depth [� Mottled soil not present L} . Mottled soil not present—" Notes: — Soil ,b orinq log I I esad Job No. 96287 Gate 7-31-96 n Ciient Name Steve Johnston –, —_ - ervices C Borings made by C.J. i..E. 200 Centra/ Avenue Classification System: vSDA–SCS BUffo/O, MN 55313 702 Auger type: Hand– Bucket Picone 682-9329 Fox 682-9002 Depth SB-3 Depth SB-4 in Boring Pio. _ in Boring No. feet Munsell Chart 10YR feet Munsell Chart 10YR loom 2/> 6 --- -- - /oam 2/1 I a'oy/oam 3/2 3/2 2 -- ---- --- -- ------- _ — 2 — c/ay loom red & -- I grOY 7770tt%s - red Ox j gray mottles i I - —_—------ 4 -- 416 4/6 5 5/2 i __i_ ---- -- 6 End of boring at 6 feet End of boring at 6 feet ❑ Standing water table at –_feet of ❑ Standing water table at –_feet of depth –_hours after boring depth __hours after boring ® Not present in boring hole ® Not present in boring hole :r ® Mottled soil at 2 feet of depth ® Mottled soil at 3 feet of depth ❑ Mottled soil not present ❑ Mottled soil not present Notes: Soi/ ,boring /og Iles ad Job No. 96287 Date 7-31_96 n • Jot ervices Client Name Steve Johnston — Cii( Borings made by C.J. L.E. 200 Cent,-O/ Aver.,bc- Bo Classification System: USDA-SCS Suffo/o, MN 55313 CIC Auger type: Hand- Bucket Phone 682-9329 For 682-9002 Au Depth SB-5 Depth SB-6 De in Boring No. _ in Boring No. feet Munsell Chart 10YR feet Munsell Chart 10YR fE loam Zj /oom 211 I 6' _ E c%y /oam 2 c%y /oom 312 2 j30" - --- -- -- i 3 _-.-- grcy 10�r j i - --1-- ------- - - -—----- - 9roy molt/es 10% 42" 1 I 4 -�— --- - 4 i 5 5/2 5 --� I i 6 6 -1 --! -- -- - - E End of boring at 6 feet End of boring at 6 feet Enc Standing water table at __feet of Standing water table at --feet of ❑ depth __hours after boring depth __hours after boring ® Not present in boring hole ® Not present in boring hole ® Mottled soil at 3 feet of depth ® Mottled soil at 2 1/2 feet of deptr' Mottled soil not present ❑ Mottled soil not present Notes: Z?Olt-l;p7 /o I 1 es ad g g ..a n Ellestad Land Services 200 Central Avenue — Job No. 9(087 Buffalo,MN 55313 Book,. 1 O Page— Phone 682•-9329 Fax 682-9002 Disk JOB ORDER Client �4e - Home No. Address Work No. City/State Date ordered Date needed Requested by Job c� Desrciption L �l Sec. T. R Co. il�1l Lot Block Plat Special ins�ons ------------------ Cost estimate Basis of charge i Property owner or agent authorizing work Quote by x x Date Date date crew code labor code hours — heel wX i-wee-lo--- person field crew 01 Land/Lot survey B 2 person field crew Q 02 SSSP/Pere test/soil boring C 3 person field crew 03 Plat stakinghopo uZ, Land Sury Eeyor 04 Computer usage Draftsman OS Document research F Clerical 06 Write legal description 07 meeting with client/commission 0008 general office 7ZS� 74t.sA-S 09 Business promotion 7Z s° slaw•��' /U o �SZ so PERCOLATION TEST SHEET Test hole location 96287 Hole No. 1 Date test hole was prepared: 7-31-96 Depth of hole bottom: 12 inches Diameter of holes 8 inches Soil data from test holes: depth. inches Boil textures soil colors 0-12 loam 3-1 Method of scratching sidewalb nails in lathe Depth of pea size gravel in bottom of hole: 2 inches Date and hour of initial water fiAing.7-31 B:OOP.M. Depth of initial water filling: 12 above hole bottom Method used to maintain 12" of water depth in hole for 4 hours: siphon Percolation test done by: C.J. LJ Percolation test started at 10:00 (a.m. / p.m.) Maximum water depth above hole bottom during test: B inches DnIRVAL RATER NATER WATER FERC RATE TIME DROP DROP CALCULATION conversions (MDdiTTEB) DEPTH (fraction) (decimal) 10:00 START 8 15 _ 1.63 = 9.2 1/16 = .05 10:18 18 8 3/8 1 5/8 1.63 TIME DROP FERC A (Decimal) 1/8 = .13 10:18 gF;FZiJ. 8 15 _ 1.63 = 9.2 3/18 = .19 10:30 15 8 3/8 1 5/8 1.63 TIME DROP FERC H (Decimal) 1/4 = .25 10:30 REM 8 15 _ 1.63 = 9.2 5/18 = .31 10:45 15 8 3 8 1 5 8 1.63 TIME DROP PERC C (Decimal) 3/8 = .38 REQ' _ = 7/18 = .44 TIME DROP PERC D (Decimal) 1/2 = .5 REFILL o = 9/16 = .56 TIME DROP PERC E (Decimal) 518 = .63 REFILL — = I1/18 = .89 TIME DROP PERC F 3/4 = .75 (Decimal) 13/16 = .81 TIME DROP FERC G 7/8 = .88 (Decimal) REp'1LL = 15/16 = .94 TIME DROP PERC H (Decimal) A. B. C E, C. D Largest No. of ABC BmaUest No. of ABC Largest No. of BCD BmaIIest No. of BCD X 0.10 = x 0.10 = Largest No. of ABC Largest No. of BCD C, D. E D. E. F Largest No. of CDS Smallest No. of CDB Largest No. of DEF BmeBeet No. of DEF' z 0.10 = x 0.10 = Largest No. of CDR Largest No. of DEF E. F. G F, G. H Largest No. of UG— Smallest No. of EM Largest No. of FGH BmeIIast No. of FGH z 0.10 = x 0.10, _ Largest No. of EFG Largest No. of FGH If the top number in each not of boxes In lartger than the bottom number then take another reading. 7f the top number is equal or smaller than the bolitom number, average the three numbers for the pare rate. PERCOLATION TEST SHEET Test hole location 96287 Hole No. 2 Date test hole was prepared: 7-31-98 Depth of hole bottom: 12 inches Diameter of holes 8 inches Soil data from test holes: depth. inches soil teztares soil colors 0-12 loam 9-1 Method of scratching sidewalk nails in lathe Depth of pea size gravel in bottom of hole: 2 inches Date and hoar of initial water filling-.T.-31 B:OOP.M. Depth of initial water filling: 12 above hole bottom Method used to maintain 12" of water depth in hole for 4 hours: siphon Percolation test done by: C.J. J.J Percolation test started at iQ:01 (a.m. / p.m.) Maximum water depth above hole bottom dating test: 8 inches INTERVAL WATER WATER RATER PERC RATE TIME DROP DROP CALCULATION conversions ( ) DEPTH (fraction) (decimal) 10:01 START a 15 _ 1.75 = 8.81/16 = .05 10:18 15 8 1/4 1 3/4 1.75 TIME DROP PERC A (Decimal) 1/8 = .13 10:16 REFILL a 15 _ 1.75 = 8.8 3/18 = .19 10:31 15 6 IA 1 3/4 1.75 TIME DROP PERC H (Decimal) 1/4 = .25 10:31 REFILL 8 15 — 1.75 = 8.8 5/16 = .31 10:48 16 6 IA 1 3/4 1.75 TIMEDROP PERC C (Decimal) 3/8 = .38 REFILL T = 7/18 = .44 TIIDr DROP PERC D (Decimal) 1/2 = .5 REFQS. TIME DROP PERC E 9/,18 = .58 (Decimal) 5/8 = .63 REFILL r = 11/18 = .69 TIME DROP PER F 3/4 = .75 (Decimal) REFILL _ = 13/16 = .81 TIME DROP P� G (Decimal) 7/8 = .88 REFIIs. TIME DROP pERC g 15/18 = .94 (Decimal) A. B. C B. C. D Largest No. of ABC Smallest No. of ABC Largest No. of BCD Smallest No. of BCD x 0.10 = x 0.10 = largest No. of ABC Largest No. of BCD C. D. E D. E. F Largest No. of CDI9 8mallaet No. of CDB Largest No. of DEF SmaHeet No. of DAF x 0.10 = x 0.10 = Largest No. of CDR Largest No. of DEF E. F. G F. G. H Largest No. of OF Smallest No. of EFG largest No. of FGH Smallest No. of FOR x 0.10 = x 0.10 = largest No. of BFG Largest No. of FGH • If the top number in each set of boxes is lartger than the bottom number then take another reading. If the top number is equal or amailer than the bottom number, average the three numbers for the pare rate. PERCOLATION TEST SHEET Test hole location 98287 Hole No. 3 Date test hole was prepared: 7-31-98 Depth of hole bottom: 12 inches Diameter of holes 8 inches Soil data from test holes: depth, inches soil textures moil colors 0-12 loam 3-1 Method of scratching sidewalk naile in lathe Depth of pea size gravel in bottom of hole: 2 inches Date and hour of initial water filling:7-31 B:OOPJL Depth of initial water filling: 12 above hole bottom Method used to maintain 12' of water depth in hole for 4 hours: ainhon Percolation test done by: C.J. J.J Percolation teat started at 10:02 (a,m, / p.m.) Maximum water depth above hole bottom during test: 8 inches RATER WATER TIME nvTER{n WATER DROP DROP FERC RATE ( ) DEPTH (fraction) (decimal) CALCULATION conversions 10:02 START 8 15 — 1.83 = 9.21/18 = .05 10:17 15 8 3/8 1 5/8 1.83 TIME DROP PERU A (Decimal) 1/8 = .13 10:17 REFIIL 8 15 1.5 = 10 3/18 = .19 10:32 15 8 1/2 1 1/2 1.5 TIME DROP PERC H (Decimal) 1/4 = .25 10:32 REFHy 8 15 _ 1.5 = 10 5/18 = .31 10:47 15 8 1/2 1 1/2 1.5 TIME DROP FERC C (Decimal) 3/8 = .38 REFII.L — 5a DROP PERC D 7/18 = .44 (Decimal) 1/2 = .5 REFa.L T= DROP — PERC E 9/18 = .56 (Decimal) 5/8 = .83 FIEFUL 11/18 = .89 TDA . (Decimal)imal)FERC F 3/4 = .75 REFILL _ = 13/18 = .81 TIME DROP PERC G (Decimal) 7/8 = .88 REM — = 15/18 = .94 TIME DROP FERC H (Decimal) A, B, C B, C, D 10 — Largest No. of AHC Smallest No. of ABC Largest No. of BCD Smallest No. of BCD 10 z 0.10 = 1.0 z 0.10 = Largest No. of AHC Largest No. of BCD C. D. E D, E, F Largest No. of CDB Smallest No. of CME Largest No. of DEF Smallest No. of DEF z 0.10 = z 0.10 = Largest No. of CBE Largest No. of DEF E, F, G F, G, H Largest No. of EFG SmaRest No. of EFG Largest No. of FGH Smallest No. of FGH z 0.10 = z 0.10 = Largest No. of EFG largest No.—aFGH • If the top number in each not of boxes in lartger then the bottom number then take another reading. If the top number is equal or smaller than the bottom number. average the three numbers for the pero rate. PERCOLATION TEST SHEET Teat hole location 98287 Hole No. 4 Date test hole was prepared: 7-31-98 Depth of hole bottom: 12 inches Diameter of holes 8 inches Soil data from test holes: depth, inches soil textures Boil colors 0-12 loam 2-1 Method of scratching Bidewall. nails in lathe Depth of pea size gravel in bottom of hole: 2 inches Date and hour of initial water flliag.7-31 B:OOP.M. Depth of initial water filling. 12 above hole bottom Method used to maintain 12' of water depth in hole for 4 hours: siphon Percolation test done by: C.J. J.J Percolation test started at 10:03 (a.m. / p.m.) Maximum water depth above hole bottom during test B inches NATER NATER TIME �' WATER DROP DROP CALCULATION conversions C RATE CAAL (MUMTES) DEPTH (fraction) (decimal) 10:03 START 8 15 _ 2.38 = 8.3 1/18 = .OB 10:18 15 5 5/8 2 3/a 2.38 TZME DROP PERT A (Decimal) 1/8 = .13 10:113 REFILL B 15 — 2 = 7.53/18 = .19 10.33 15 8 2 2 TIME (Decimal)RPPERH 1/4 = .25 10:33 REFILL 8 18 — 2.13 = 7 10:48 15 5 7/8 2 1/8 2.13 TIME DROP PERT C 5/16 = .31 (Decimal) 3/8 = .38 REFILL TIl6E DROP � D 7/18 = .44 (Decimal) 1/2 = .5 REPII.L — = 9/18 = .56 TIME ' DROP PERI E (Decimal) 08 REM —DROP = PERI F 11/16 = .69 TD1fE ' (Decimal) 3/4 = .75 REFILL — = 13/16 = .81 I= DROP PERC G (Decimal) 7/8 = .88 REFILL — = 15/16 = .94 TIME DROP PERC H (Decimal) A, B. 0 B. CLD 7.s — 6.3 — 1.H — — Largest No. of ABC Smallest No. of ABC Largest No. of BCD Smallest No. of BCD 7.a z 0.10 = •7a z 0.10 = Largest No. of ABC Largest No. of BCD C, D, E D, E, F Largest No. of CD8 Smallest No. of CDS Largest No. of DEF Smallest No. of DEF Y 0.10 = s 0.10 Largest No. of CD8 Largest No. of DEF E, F, G F. G. H Largest No. of EFG Smallest No. of EFG Largest No. of FGH Smallest No. of FGH z 0.10 = s 0.10 = Largest No. of DU Largest No. of FM If the top number in each not of boxes is lartger than the bottom number than take another reading. U the top number is equal or smaller then the bottom number. average the three numbers for the pare rate. PERCOLATION TEST SHEET Test hole location 88287 Hole No. 5 Date teat hole was prepared: 7-31-98 Depth of hole bottom: 12 inches Diameter of holes 8 inches Soil data from teat holes: depth. inches soil textures soil colors 0-12 loam 2-1 Method of scratching sidewalb naile in lathe Depth of pea size gravel in bottom of hole: 2 inches Date and hour of initial water filling:?-31 B:OOPJL Depth of initial water f ring: 12 above hole bottom Method used to maintain 12" of water depth in hole for 4 hours: siphon Percolation test done by: C.J. JJ Percolation test started at 10:04 (a.m. / p.m.) Maximum water depth above hole bottom during teat: 8 inches WATER WATER TIME IIVTERVAL WATER WATER DROP FERC RATE CALCULATION conversions (MINUTES) DEPTH (fraction) (decimal) 10:04 START 8 15 _ 1.88 = 8.0 1/18 = .05 10:19 18 8 1/8 1 7/8 1.88 TIME DROP PERC A (Decimal) 1/8 = .13 10:19 «gggpy B 15 _ 1.83 = 9.2 10:34 ' 18 8-3/8 1 8/8 1.83 T= DROP PER $ 3/18 = .19 (Decimal) 1/4 = .25 10:34 REFUL 8 18 _ 1.78 = 8.85/18 = .31 10:49 18 8 1/4 1 3L4 1.75 TIME DROP PERC C (Decimal) 3/8 = .38 REFILL - = 7/18 = .44 Tin DROP PERC D (Decimal) 1/2 = .5 REPILL - = 9/18 = .58 TIME DROP PERC E (Decimal) 5/8 = .83 REFILL - = 11/18 = .89 Ind DROP PERC T' 3/4 = (Decimal) .75 REFILL - = 13/18 = .81 TIME DROP PERC G (Decimal) 7/e = .88 REFII.L - = 15/18 = .94 TIME DROP PERC H (Decimal) A. H. C H. C. D 9.2 - 9.9 - 1.2 - Largest No. of AHC Smallest No. of AHC Largest No. of BCD smallest No. of Fm - 9.2 z 0.10 - .92 x 0.10 = Largest No. of AHC Largest No. of BCD C. D. E D. E, F Largest No. of CDE Smallest No. of CDE Largest No. of DEF Smallest No. of DEF x 0.10 = x 0.10 = Largest No. of CDE Largest No. of DEF E. F. G F. G. H Largest No. of HFG Smallest No. of EFG Largest No. of FGH Small No. of FGH x 0.10 = x 0.10 = Largest No. of EFG largest No. of FGH • If the top number in each not of boxes is lartger than the bottom number then take another reading. If the top number is equal or smaller than the bottom numbers average the three numbers for the perp rate. PERCOLATION TEST SHEET Test hole location 98287 Hole No. 8 Date test hole was prepared: 7-31-98 Depth of hole bottom: 12 inches Diameter of holes 8 Inches Soil data from test holes: depth. inches Boil textures soil colors 0-12 loam 2-1 Method of scratching sidewalk nails in lathe Depth of pea size gravel in bottom of hole: 2 inches Date and hour of initial water f1ll1ng:7-81 -LOOP.M. Depth of initial water filling: 12 above hole bottom Method used to maintain 12' of water depth in hole for 4 hours: sivhon Percolation test done by: C.J. JJ Peroolation test started at 10:05 (a.m. / p.m.) Maximum water depth above hole bottom during test 8 inches urnMAL AA72R WATER NATER PERC RATE TIME DROP DROP CALCUTATION conversions (MDYDTE9) DEPTH (fraction) (decimal) 10:05 START B 15 _ 1.88 = 8.0 1/18 = .05 10:20 15 8 1/8 1 718 1.88 Tm DROP PERT A (Decimal) 1/8 = .13 10:20 REFILL 5 15 _ 2 = 7.5 3/16 = .19 10:35 15 e 2 2 TIME DROP FERC H (Decimal) 1/4 = .25 10:35 RKML 8 15 - 2 = 7.5 10:50 15 8 2 2 TIME DROP PERC C 6/18 = .31 (Decimal) 3/8 = .38 REF7IJ. IndDBOP PERC D 7/16 = .44 (Decimal) 1/2 = .5 REFIld. - = 9/16 = .56 TIME DROP PERI E (Decimal) 5/8 = .63 REIM TIME DROP PERC j'i it/16 = .69 (Decimal) 3/4 = .75 REFILL - = 13/16 = .81 TBS DROP IWC G (Decimal) 7/8 = .88 REP'IIJ. TIME DROP PERC $ 15/16 = .94 (Decimal) A, B. C B. C. D 5.0 - 7.B - .5 - Largest No. of ABC 8-aBest No. of ARE Largest No. of BCD Smallest No. of BCD e.0 x 0.10 = .e x 0.10 = Largest No. of ABC Largest No. of BCD C. D. E D, E, F Largest No. of CDS Smanest No. of CUE Largest No. of DEF Smaneet No. of DEF x 0.10 = x 0.10 = Largest No. of CDE Largest No. of DEF E. F. G F. G. H Largest No. of EFG Smaneat No. of EFG Largos!No. of FGH Smanest No. of FGH X 0.10 = x 0.10 Largest No. of EFG Largest No. of FGH • If the top number in each not of boxes is lartger than the bottom number then take another reading. If the top number is equal or smaller than the bottom number. average the three numbers for the perp rate. DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. 0 COMPLET ADDRESS OWNER CONTR. ' TELEPHONE NO. DESCRIPTION 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FlLLING H 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHOREIWETLANDS O 03 INSULATION 240 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS v 07 DEMO—SITE 27 SEPTIC NT21 COMPLAINT W 07 DEMO—FINALEPTICINST 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 38 FOU DATION REMOVAL 2 OWNER/CONTRACTOR TO ET YOU: YES N y COMMENTS: .. ............ 0 cc 0 2 W Qr Q W W cc W WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE rt ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTOTAKEN 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.473-7357 OwnedContmct o site. Ido I Inspector. White CopynnspetWs Fne Canary Copy/SRe Nadw DAT TIME CITY OF ORONO CALLED IN - Q INSPECTION NOTICE SCHEDULED PERMIT N0. Y377 COMPLETED — • ADDRESS �' �- l OWNER �- CONTR. TELEPHON / l 9��/ DESCRIPTION 01 FOOTING 11 MECHANICAL RI IS EXCAV/GRADING/FILUNG H 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 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS ..t 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT 07 DEMO—FINAL 15 SEPTI ALL 22 FOLLOW-UP = 09 PLUMBING RISEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION REMOVAL 2 owNER/CoNTRACToR To M 7!U: .YESNO_ ti COMMENTS- �®' W � bOe O a 0; O W OC Q 2 W W d W ❑WORK SATISFACTORY.PROCEED PR W OJECTCOMPLETE 0: ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑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.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnedContra r Inspector. ` WNte CaWnspwkWs File Canary Co"ISite Notke DATE TIME CITY OF ORONO CALLED IN A0 j 5--yb INSPECTION NOTICE SCHEDULED PERMIT NO. 17 COMPLETED �— ADDRESS OWNER CONTR. ,�C TELEPHONE NO. DESCRIPTION 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q Z 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT 07 DEMO--FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 F0, NDATION REMOVAL OWNER/CONTRACTOR TO MEET YOUf _N COMMENTS: L? j CC ;) CC CC j cc c , UL W cc l Q Z W W j , ORK SATISFACTORY:PROCEED C PROJECT COMPLETE W W ❑CORRECT WORK&PROCEED G ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN INSPECTOR WILL RETURN CITATION ISSUED ElSTOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspecti n 24 hours in advance.473-7357 Owner/Contractor o Inspector. White Copylinspector's File Canary Copy/Site Notice DATE TIME 'ORONO CALLED IN cCTION NOTICE 3�� SCHEDULED ,-ERMIT NO. COMPLETED ADDRESS OWNER CONTR. 4 TELEPHONE NO. DESCRIPTION 01 FOOTING11 MECHANICAL RI 18IXCAV/GRADING/FlWNG �Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHOREANETLANDS O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALLBD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS v 07 DEMO—SITE 27 SEPTIC MAIM. 21 COMPLAINT W 07 DEMO--FINAL 1b SEPii' L 22 FOLLOW-UP = 09 PLUMBING RI EPTI N/d-/ 35 HARD COVER REMOVAL Q10 PLUMBING FINAL 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO YOU, O ti COMMENTS: W a 0; - O W 0; Q f2 2 LU d W ❑WORK SATISFACTORY.PROCEED PROJECT COMPLETE 0; ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY LU O ❑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.CALL TO ARRANGE ACCESS. Call for the no t Ins pec 'on 24 hours in adv nce.473-7357 OwnedContractor o Inspector. White CopynnspecWs File Canary ca"n"Notice 4 s 74 3 x 92. 29 X 93.06 X 92.08 grid pt fence line grid Pt o / 9 75 x 92.61 x 96.13 10 grid Pt fence Ike x 95.15 4 bottom elope 17 x 90.56 grid pt 11 / x 95.02bottod x 95.19 / am dope \ 24 67 9 76 x 87 MR boring 26 x 89.15 x 94.45 top dx 99.16 WOO I 62 bolt dope opa x 9 En fence Una x 90.13 g19 grid Pt top dope x 99.6 40 x 99. x 98.525 too MuNI 21 we 0 x 939 7.44 pt x 3.82 y� soTi -boring X 9 1 2 x 16. all grid 5 "iol 18 x 99 24 / x 94.58 13 con 100.0 bwhgbOtt daps S Wid Pt x 96.59 TP 37 top Id / x 93.03 bottom dope x 14 8.86 x 11 control Point bottom aopa�63 8 PTsd baring, fence line x 95.30 15 x 96 Pt I feirc•+►�''(�� grid Pt x 97.49 41 6 bottom dope 31 x 100.76 x 97.84 x 94.77 grid pt erro9 38 9802 61 grid Pt X 94.56 X 8.10 t grid pt 55 P \ / Q T 36 9.97 x 97.19 =3 baring 69 grid Pt / x78 0143 x 92.67 Pt. fence e ` PT grid IwvIr- 4 TP 35� Rfc"OrT 7MM 70 56 "'tt rt-fi.PPYrrnnople x 98.37 �w7p� 0 5 grid pt 32 g 42 901.30 ?X`14 8.90 54 x swap x 1grrid 3.86 p grid pt apls >i 9.77 x 99.37 grid Pt \ TP 47 000 29 \ 57 9.94 x 101 O6 \ / x 99.55 9 tank grid grid pt \ 99 x .35 PT Q�0 X 52 .46 � grid P T x 59 � Z �L grid pt \ \ 33 Pt sd>rbaring 48 p x 98 48 ��jj / \ sirc943 �ol sollx aoA baring \ / 6 6 01.55 5grid pt aple 10 \ 100 1 1 37 Pt x grid p x 9 05.86 x 99.63 Pt grid Pt / Wing ow grid\ grid pt 50 \ \ 80 Ix 101.13 103.45 x 100.40 72 grid pt Wing cor \ grid pt X grid Pt 73 ` grid p _ ►b Pt 81 x 101,35 grid pt