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Home My WebLink About1998-010276 - new septic system &Y OF ORONO PERMITPERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66Permit Number: WHT R Crystal Bay, Minnesota 55323 (612)473-7357 Date Issued: 05 c,l3-. SITE ADDRESS: 1020.-`t i TOWNL I NE RD .TC P. I . N . , 3o- DESCRIPTION: =ewer h Water Permit. Type: NEW `::;EF'TIC Sewer & Water Werk: Type RESIDENCE REMARKS: FEE SUMMARY: Base Fee $100 ii}. 00 Surcharge -_-___ _I-5Q -$ Total Fee 100 .50 CONTRACTOR: - Applicant - ST . t I C . OWNER: INDEPENDENT`ENDENT SEPTIC SYSFEt sS .5479:=:3:64 .342- L i�N I ESK I TOM z = CO RD 90 1020 TOWNL..I NE FAD MAPLE PLAIN MN =5_-5`� 's=i}=RNC MN 5,5�:5°� (61 2) 479-3364 64 THE UNDERSIGNED HEREBY REQUESTS PERM I SSI 0N TO MAKE SHF.. REAL. . 0-430VEMENTS SPECIFIED AND AGREES TO 00 ALL WOR IN"STFiIT � ' CITY r i RONr� ORDINANCES AND STATE `1F 19 I NNESDT t BU I LD I NS APPLICANT/PERMITEE SIGNATURE 0 ISSUED BY:SIGNATURE • CTI'Y OF ORONO SEPTIC SYSTEM PERNlIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, NN 55323 JOB SITE ADDRESS: 16 .2-0 Occupancy Type: Residential _ / Commercial Other Permit Type: New or Replacement System, $100.00 Repair Existing System, $ 50.00 (Tanks Zr Drainfield) 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees Owner's Name: 7_Z1 L 1 ie4l e Y PhoneNumber: Mailing Address: 14,;? -ef Td 1/2 xr✓I' City: Zip: Contractor's NameZ :W✓y.,Afh oneNurnber: 41�}-1C � 7p-_Ey�7�7�� Jf � nMailing Address: DO NOT MAIL PAYMENT WITH THIS APPLICATION it GENERAL INSTRUCTIONS 1. pp se Applications for septic stem permits may be mailed or submitted in person at the City P 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. Drainfield trench installation prior to covering. For mounds, inspection is required C. 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 final cover depths and to verify that all pump station nfy p ro er p P (where required) components are functional and comply with codes. 5. Individual holding MPCA Installer Certificate shall be present during inspections. A 24- hour notice is required for all inspections. Ap 41 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: )L Precast Concrete _ Other Manufacturer Tank Capacities: 1) /-00 gal. 2) A).40 gal. 3) Sao o gal. B. Pump Station (if required) Pump make & model (attach pump curve & literature); system design requires gpm at /J� 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 'x ' Drop Boxes Sand bed dimensions 'x ' Distribution Box Pressure Dist. Pipe Di—am. " Maniford Pipe Diam. " 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. SignatureofApplicant: lop–) Date: 4�- " �2�v MPCA Certification No.: -3 Staff Review: Approval Denial Reviewer: Date: Reason for Denial: • .� CITY OF ORONO o O SEPTIC SYSTEM APPROVAL CITY of ORONO Munkipal Office v �` titi Past Otiice Box 66 -�G Crystal Bay,Minnesota 55323-0066 LOCATION: 1020 Townline Rd. OWNER: Tom Lunieski GENERAL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVALUATOR: Swedlund Septic Service REPORT DATE: April 17, 1998 The City of Orono has Approved your on-site system design as of April 28, 1998 (approved-disapproved) (date) with the following comments: THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. A list of currently licensed septic contractors is enclosed. NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior,approval of the Inspector (473-7357). Call for inspections 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until the Inspections Department has verified that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainfield sites either before or after system construction. Compaction of these areas could render them unusable prohibiting the timely completion and or limiting the long term use of the property. A site copy will be available at the City Offices for the septic contractor. CITY OF N By Stephen kman, On-site Sy ems Manager TELEPHONE—473-7357•FAX-473-0510 SWEDLUND I O Swedlund 0 Septic Service -7- 9oO Perc Test 6J�t ff/ Soil Boring Design ❑ Installation Estimate Prepared For: -7.9 10 Z o o Z;N£ Site Address: 60 GPD :4• •t. Swedlund Septic Service 9520 Laketown Road Chaska, MN 55318 442-5855 . i i 1� `,-I�/ 336 t6 )o.50 0 �- C1 Y O ORO SUI IN EW ys INSME T R r DA PERtMiT NO O� APPRO -D ASSUMMU TED 0 APPRM ED WITO CORRECTION'S AS NOTED 17 NOT AP ROVED---CORRECT&RESUBIJiiT These comment are for your inforrr►ation.Alt wok shall be dose in full compl17 with all applicable build ng and aorft Coda, i Requirements i uang items not speclficaYynoteo M$ft renew PLAN SET ON SITE AT A�L TNIAM fZ�"D 4C e- Y,"e-- -% lest d (:57. /P.d /o X 3 7 i2, 13 li I`` MOUND DESIGN WORKSHEET 5 (For Flows up to 1200 gpd) A. FLOW Estimated Sewage Flows in Gallons per day (Apd) Estimated -S gpd Number Type I Type 11Type Mof Type or measured x 1.5 = gpd. Bedrooms IV 2 300 225 180 B. SE TIC TANK LIQUID VOLUMES a 460500 3755 2256 60% of the values 0 0 0 gallons 6 790500 52505 332 �1. 7 1050 600 370 u or 8 1200 675 408 W C. SOILS(refer to site evaluation) I I I I columns 1. Depth to restricting layer= 20 inchesfeet Srptie Taak .citieslin aauns Iiyuidcapacily 2. Depth of ercolation tests =%Z inches N°nrr Mini Capacity yuid liquid gedisposal capacity s it w m disposal& Bedn,ums capacity garbage disposal lift inside 3. Texture t 2,,rlas 750 1125 1500 �.- Percolation rate /� mpi 3:r4 1000 1500 2000 s.,r n 1500 2250 woo 4. Land slope % 7.s,r9 20M 30M 4000 D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required a--a of rock layer: A x 0.83 = gpd x 0.83 sq. ft./gpd =._M sq. ft. 2. Select width of rock layer (max 10' if<120 mpi max 5') _ /p ft. 3. Length of rock layer = area-width ae°. poa°oo.00c' 3 71 sq. ft. = ft. _ 0Z ft. opaoS � a0 d 8 a:6 6 60000 �� 4a..4 `o�Qo Width /D ft QooA . oopao a o> <120mpi <10' Length -3 ftP E. ROCK VOLUME >120mpi <5' 1. Multiply rock area by rock depth to get cubic feet of rock,�70 sq. ft. x / ft. =vle cu. ft. 2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards; .3 7d cu. ft. -27=Z.7, Z cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons;1-7, 7cu. yd. x 1.4 ton/cu. yd. _ tons. F. ABSORPTION WIDTH Absorption Width Sizing Table 1. Percolation rate in top 12 inches of soil is /-I-mpi Percolation Rate in canons RatioorAbso"oo Texture�r Z,e,,4 .ten Min(MpInch Soil Texture �=f. wayeridthrRock width Faster than 0.1 Coarse Sand 1.20 1.00 2. Select allowable soil loading rate from table; o., 5 sand ��,.6zo��, l.00 A41.15 andy loam' /C 0,79/ 1.52 gp ft2 16 t.35 o am 0.60 �r d/1 t- 31 to 45 Silt Loam 0.50 2.40 46 to 60 Clay Loam 0.45 2.67 60 to 120 Clay 0.24 5.00 3. Calculate adsorption width ratio by dividing rock layer Slower than 120 clay 0.20 6.00 loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 1.20 gpd/ft2= f 7 q gpd/ft2= /.S-Z 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; X A'Sft DOWNSLOPE DIKE WIDTH i. If landslope is 3% or more,subtract rock layer width from adsorption widt h obtain minimum downslope dike toe / •/O ft= -�5-- feet 2. Calculate Minimum mound size based on geometery: a. Determine depth o flee sand fill at upslope edge of rock layer:Separation feet b. Multiply rock layer width by landslope I toot cover to determine drop in elevation; 1 feet Ro ad Slope Difference Seperstlon feet x--ik-/%+ 100= feet upsla wlatn Slope Difference t c. Add depth of clean sand for separation(2a) -- < lost Rola tied width at upslope edge,depth of rock layer(1 foot) to depth of -W-foot Down I e width cover(1 foot)to find the-mound height at the upslope edge - feet of rock layer; ft+ 1ft+ 1ft= .3• feet d. Enter table with landslope and upslope dike ratio. Select dike multiplier of 3, 4S- e. Multiply dike multiplier by upslope mound height to find upslope dike width:-a-4.S-x 9, _ feet f. Add depth of clean sand for slope difference(2b)at downslope edge,to the mound height at the upslope edge of rock layer(2c) to find the downslope height; 3�,-q-ft+ , '- ft=Zfeet g. Enter table with landslope and downslope dike ratio. Select dike multiplier of 4, 710 h. Multiply dike multiplier by downslope mound height to get downslope dike width:A-,-Ik x 3_R=1,6�feet i. Compare the values of step G.1 and Step G.2h Select the greater of the two values as the downslope dike width; feet vee a tn wle 1. Total mound width is the sum of lest upslope dike(G.2e)width plus rock d odd width layer width (D.2)plus = UosldDt wldth ' f°°t v UD81�•Width downslope dike width 20; o "" -[L !Z ft+ /0 ft+ / ft= 4 o feet k. Total mound length is the sum of D°" 'M10t" l.a upslope dike width(G.2e)plus rock layer length(D.3)plus upslope dike width (G.2e). /Z ft+ Z ft+ ft= _(e� feet 70 70 Toull.enetn ow opo UPSIOPe 3:t 4.1 5:1 6:1 7:1 3:1 41 S:1 &1 7:1 8:1 s rope 0 30 4.0 5.0 6.0 7.0 3.0 4.0 5.0 .6.0 7.0 80 1 309 4.17 526 6.38 751 2.91 3.85 6.76 5.66 654 7A1 2 3.19 4.15 556 6.828.14 2.83 3.70 4.54 5.36 414 6.90 3 330 4S4 5.86 732 8.86 2.75 3.57 4.35 5.06 5.79 6AS 4 3A1 ,576 6.25 7.89 9.72 168 3.45 6.17 4.N 5.46 606 5 353 5.00 467 857 10.77 2.61 311 400 4.67 5.19 571 6 3A6 S26 7.14 938 12.07 2.56 3.73 3.85 461 4.93 SAI 7 3180 556 7.69 1034 13.73 2.68 3.12 3.70 423 4.70 5.13 8 3.95 5.88 811 1154 15.912.42 3.01 357 405 4.49 408 9 4.11 6.25 9.09 1304 18.92 2.36 194 US 3.90 430 4A5 10 429 6.67 100 15.00 2333 131 186 317 3.75 4.12 4A4 11 4A8 7.14 11.11 17.65 30.43 126 178 3.23 3.61 3.95 476 `A 12 4.69 7.69 1250 21.43 43.75 121 170 3.12 3.49 3.80 40 VY PRESSURE DISTRIBUTION SYSTEM 1. Select number of perforated laterals _ 2. Select perforation spacing = r? ft. 3. Since perforations should not be placed closer than 1 ft. to the edge of the rock layer (see p. E-14),subtract 2 ft. from the rock layer length. .37 -2 ft. 4. Determine the number of spaces between perforations. Divide the length above by perforation spacing and round E-17a down to nearest whole number. --TABLE OFPERFORATION DISCHARGES INCPV Head Perforation diameter(inches) Length perf. spacing =3.r ft. +S ft. spaces 207- 1 4 (3) (2) t.oa o.A 1.5 0.90 5. Number of perforations is equal to one plus the number of 2.ob 0.80 1.04 2.5 0.89 1.17 perforation spaces . 3.0 0.98 1.28 4.0 1.13 1.47 y5.0 1.26 1.65 spaces + 1 = /z perforations/lateral allse 1.0 foot of head for residential systems. bUx 2.0 feet of head for other establishments 6. Multiply perforations per lateral by number of laterals to get total number of perforations. E-17b J 12NrorM.Nw�rd�e=6 pre lff Wwau �10%Owsagv vwlr laterals x perfs/lateral- -34 perforations. ��a 1Z inch 1.5 inch 2.0 inch 2.5 14 18 28 7. Determine required flow rate by multiplying 3.0 13 17 26 3.3 12 16 25 number of perforations by flow per perforation 4.0 11 15 23 (see page E-17) 5.0 10 14 22 pals x a-/perf= zO gpm' E-15 -ma a rwrts,Tr 8. If laterals are connected to header pipe as shown on page E- 15,select minimum required lateral diameter from table on ..Y- page E-17;enter table with perforation spacing and number of perforations per later 1. Select minimum diameter for perforated lateral = 1 Ti inches. E-12 9. If perforated lateral system is attached to manifold pipe near the center, as on page E-12, perforated lateral length and number of perforations per lateral will be approximately one half of that in step 8. Using these values,select minim diameter for perforated lateral from page E-17 as--/'Tot, inches. Sizing of Pump Station 1. Determine Surface Area T Rectangle=Area=L x W Width x = square feet 1 Length Circle=Area=x x(Radius)' 3.14 x x = square feet Radius Other=Get Surface Area from Manufacturer "-3'14 square feet 2. Calculate Gallons Per inch There are 73 gallons per cubic foot of volume,therefore you must multiply the area times the conversion factor and divide by 12 inches per foot to calculate gallons per inch Area x 7.5 gpft 3+12 inchs per foot x7.5+12 = Z0 gallons/inch 3. Calculate Gallons to Cover Pump(with 2 inches of water covering pump) Estimated Sewage Flows>in Gallons per day (Height(in)+2 inches) x gallons/inch(#2) Number +�)x O = gallons of Type I Tnx 11 Type 11I Tylx BedroomsI V 4. Calculate Total Pumpout Volume 225 180 a. To max,ij��rz�ump life select 60%um size for 4 to 5 pump operations per day. 3 50 300 218 gpd gallons per dose 375 256 of w° b. Calculate drainback � 5 750 450 294 Valuesn 1. Determine total pipe length,�f tt 7 1050 600 370 525 332 711 or l 2. Determine liquid volume of pipe,��cjk allons per 1(X)feet. 8 1200 675 408 col ns 3. Multiply length b vol me: Drainba qui tity= c.'v feet x��allons/100 ft.=-gallons. Pipe diameter inches Gdlons Per 100 feel C. Total pump olume equals dose vol +drainback 4.49 /,;gallons per dose+ _gallons= �Z Z gallons 1.25 7.77 5. Calculate Volume for Alarm(typically 2 to 3 inches) 17,4 Depth(in)x allons/inch #2)= 2.5 - pg IT87 zo xZ = gallons 3 38.4 4 66.1 6. Calculate Reserve Capacity(75%the daily flow) Daily flow(see page D-7)x.75= �Qx.75=gallons Reserve Capacity 7. Calculate total gallons gallons over pump+gallons pumpout+gallons alarm+gallons reserve capcity #3+#4 c+#5+#6 p z�+/z2 +4O _+337 =ZSgallons Y Alarm i 8. Total Depth (Total gallon divided by gallon per inch) Pump On Total Gal on 07)+gallo /inch(#2) Er 1 Pumpout Volume 7.� + Z0 =�inches Pump Off 9. Float Separation Distance(equal total pumpout volume) Pump Height Totapout volum (#4c)+gallons/inch(#2) � + 20 = inches LOGS OF SOIL BORINGS Location or Project /o w Cosa c� Borings made by SWEDLUND Date - /x - Classification System: ❑AASHO CEJ USDA-SCS ❑ Unified ❑Other Auger used(check two): M Hand ❑ or Power; ❑ Flight Q or Bucket; ❑ Other Depth, Boring Number ,91 Depth, Boring Number �2 in feet Surface Elevation in feet Surface Elevation 0 /1f4J.v 6E/1 f.:� 0 121yN.=5411 '2�S �.mA A-) 1 - 1 2'' -z/ 14- 2 2 - C11 � � 1 M G/lZ 3 - /Z- 3 - 4Z �2 4 - rn0z7- 4 5 - 5 6 - 6 - 7 - 7 - 8 - 8 - 9 - 9 - 10 - 10 - End of boring at 3 /L feet. End of boring at ,3 z feet. Standing water table: Standing water table: ❑ Present at feet of depth, ❑ Present at feet of depth, �- hours after boring. hours after boring. ❑ Not present in boring hole. ❑ Not present in boring hole. Mottled Soil: f Mottled Soil: 1 it ❑ Observed at lC7 feet of depth. ❑ Observed at Z P feet of depth. ❑ Not present in boring hole. 0 Not present in boring hole. LOGS OF SOIL BORINGS Location or Project =J Borings made by SWEDLUND Date - W- ve Classification System: ❑AASHO 0 USDA-SCS ❑ Unified ❑Other Auger used(check two): 0 Hand ❑ or Power; ❑ Flight 0 or Bucket; ❑Other Depth, Boring Number ,B1 Depth, Boring Number 'da in feet Surface Elevation in feet Surface Elevation 1 - Flo -Z 1(0 1 ) �- 2 - C l� 2 M �/ Z 4z �2 4 0 zazp /l - m � 4 - 5 5 / 6 - 6 - 7 - 7 - 8 - 8 - 9 - 9 - 10 - 10 - r End of boring at 3 /L feet. End of boring at 3 �1 z feet. Standing water table: Standing water table: ❑ Present at feet of depth, ❑ Present at feet of depth, hours after boring. hours after boring. ❑ Not present in boring hole. ❑ Not present in boring hole. Mottled Soil: 1, Mottled Soil: t /I ❑ Observed at ld feet of depth. ❑ Observed at,( feet of depth. 11 Not present in boring hole. 0 Not present in boring hole. I LOGS OF SOIL BORINGS Location or Project AOZO Ow,J Z;,VC .Cos+ Borings made by SWEDLUND Date Classification System: ❑AASHO 0 USDA-SCS ❑ Unified ❑Other Auger used(check two): Q Hand ❑ or Power; ❑ Flight Q or Bucket; ❑ Other Depth, Boring Number Depth, Boring Number in feet Surface Elevation in feet Surface Elevation 0U/v�E 0 2 - l�o � 1A 2 - 3 - �`2 3 - O 4 - �'lOI I� 2 z 4 - 5 - 5 - 6 - 6 - 7 - 7 - 8 - 8 - 9 - 9 - 10 - 10 - i End of boringat 3 �/ Z feet. End of boring at feet. 9 Standing water table: _ Standing water table: ❑ Present at feet of depth, ❑ Present at feet of depth, hours after boring. hours after boring. ❑ Not present in boring hole. ❑ Not present in boring hole. Mottled Soil: // Mottled Soil: ❑ Observed at Z/O feet of depth. ❑ Observed at feet of depth. ❑ Not present in boring hole. ❑ Not present in boring hole. PERCOLATION TEST DATA SHEET Test hole location /OZ V U,,y 'Z e 'ea."4 j Hole number Date test hole was prepared Depth of hole bottom. /Z inches. Diameter of hole. inches. Soil .data from test hole: Depth. inches Soil texture Method of scratching. sidewall Depth of pea-sized gravel in bottom of hole. 2 inched. Date and hour of initial water filling Depth of initial water filling. /Z inches above hole bottom. Method used to maintain ac least 12 inches of water depth in hole for at least 4 hours '4d4 Percolation test readings made by on G --Z41- fie starting do /O.'oo a'm' Maximum water depth above hole (date) M. during test, inches. Time Percolation Tia►e Interval. Meanurewunt , Drop in water rate. Remarks Minutes inches level . inches minutes per duS f�, 2/L_ inch z Z PERCOLATION TEST DATA SHEET Test hole location,.fOZo ADIJALINE 11d Hole number Date test hole was prepared L�/x-98 Depth of hole bottom. inched' Diameter of hole. inches. Soil .data from teat hole: Depth. inches Soil texture r� d-/Z �' n✓ — Soi Method of scratching sidewall /V/i+ 1 Depth of pea-sized gravel in bottom of hole. inches. Date and hour of initial water filling e�/�—y'8 //.'o/ 04 Depth of initial water filling. / 7- inches above hole bottom. Method used to mai Iain at: least 12 inches of water depth in hole for at least 4 hours .r/ D Percolation test readings made by d/jw on Z /'f/-.9B starting dt �lj.'0o " �� Maximum water depth above hole (date) during teat . inches. 'rime Percolation Tlnit: Interval. Mear;urement . Drop in water rate. Remarks Minutes Inches level . nches minutes per inch �a PERCOLATION TEST DATA SHEET Test hole location La2o D.e��G�:uG 0Ogd Hole number Date Cost hole was prepared /„3-,*0 8 , Depth of hole bottom, inches. Diameter of hole, �o inches. Soli .data from test hole: Depth, inches Soil texture Method of scratching sidewall Depth of pea-sized gravel in bottom of hole, inched. Date and hour of initial water filling L�/��8 4/4,0 Depth of initial water filling, f Z inches above hole bottom. Method used to maintain a least 12 inches of water depth in hole for at least 4 hours _ Al;/ Percolation test readings made by d�✓w-� on -/ starting dt /U "oa a' Maximum water depth above.m. ' e hale (date) during test , inches. 'rime Percolation Tine Interval, McJnurenlcnt , Drop in Water rate, Remarks Minutes inches level , inches minutes per 449"e�0 O,."Z e2 .7:Z inch S— //.'vim DATE TIME CITY OF ORONO CALLED IN - a ,;L 047 INSPECTION NOTICE SCHEDULED PERMIT NO. a-7� COMPLETED ' ADDRESS OWNER r CONTR. TELEPHONE NO. 7 33C� DESCRIPTION W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS H Q 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 J 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 OWNERICONTRACTOR TO M ET YOU YES—NO COMMENTS: W s a j 0 cc 0 U_ W cc Q z W Z W cc Uj W WORK SATISFACTORY:PROCEED 11PROJECT COMPLETE QC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 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 Owner/Contractor Inspector. White CopylInspector's File Canary Copy/Site Notice TIME DAT CITY OF ORONO CALLED IN �'• E'`�� INSPECTION NOTICE SCHEDULED PERMIT NO. COMPLETED ADDRESS—,&S 6JL�J/J�_ ' OWNER}/►��1� CONTR TELEPHONE NO. 417 33G DESCRIPTION 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 v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 F NDATION/REMOVAL Q OWNERICONTRACTOR TO MEET YOU:_YES_NO Z � COMMENTS: cc a x 0 a cc 0 W cc Q z W z W rx- d 1�'WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE LU W [ICORRECT WORK&PROCEED ElISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 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 nexrs' tion 24 hours i advance.473-7357 Owner/Contractor Inspector. White Copy/Inspector's File Canary Copy/Site Notice DATE/ TIME CITY OF ORONO CALLED IN �Q!9 INSPECTION NOTICE SCHEDULED Aa9p `r> C2 Q /2Q PERMIT NO. 10,276 COMPLETED ADDRESS / 0710 iaz�rrl OWNER CONTR. ;,agd L- TELEPHONENO. -171 -3-5614 U DESCRIPTION 11 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING W 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y O 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 1 TIC INSTA 22 FOLLOW-UP LUT09 PLUMBING RI AL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNERICONTRACTORTO ETYOU: Y� O COMMENTS: /�� a W cc Q Z W Z W cc d WORK SATISFACTORY:PROCEED 11 PROJECTCOMPLETE CC 4— W CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR F' CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ext inspection 24 hours in advance.473-73557 OwnerlContracto ite: Inspector. White Copy/Inspector's File Canary Copy/Site Notice ATE 4T'E CITY OF ORONO CALLED IN �f INSPECTION NO SCHEDULED PERMIT NO. / OMPLET D ADDRESS lam Tanj::w, .. U OWNER CONTR. TELEPHONE NO. DESCRIPTION 4 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS ti 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 J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 3 SEPTIC F L 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNER/CONTRACTOR TOZt EET YOU:_YE NO q - � COMMENTS: '— Y� W 'r j O Mehl cc O W W cc Q 2 W Z W crO W ❑WORK SATISFACTORY:PROCEED /PROJECT COMPLETE cr- ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W C� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 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 Owner/Contract r Inspector. White CopylInspector's File Canary Copy/Site Notice