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HomeMy WebLinkAbout2000-2748 - new septic 4 i PERMIT CITY OF ORONO 2750 Kelley Parkway- PO Box 66 Permit Number: P02748 Crystal Bay, Minnesota 55323 Permit Type: Septic (612) 249-4600 Date Issued: 7/31/200 SITE ADDRESS: 3940 Watertown Rd MAPLE PLAIN,MN 55359 PID: 32-118-23-32-0001 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: PATNODE BROS OWNER: JEFFREY V MELIN 23200 109TH AVE 3940 WATERTOWN RD ROGERS,MN 55374 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. w E I N SUED BY SIGNATURE Copies: City,Applicant,Assessor,Finance Pagel CITY OF ORONO SEPTIC SYSMN1PERitiIITAPPL�II Box 66 (2750 Kelley Parkway) - Crystal Bay, ItiN 55323 ,t, ? 2Q00 ORONO JOB SITE ADDRESS: GI Y'd G��l��c /6��✓ �A Occupancy Type: Residential _ Commercial Other Permit Type: New or Replacement System, $100.00 v 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: e­t i✓ PhoneNumber: qO'f 0 3 21 Mailing Address: 9 Wr+4iR-(orgy City: ©it, Tp: S' Contractor's Name: ,�ro.o�- o PhoneNumber:±2 g — -77393 Mailing Address: 2'�2oo ©9 r� Qy� Ai. City: Zip: _553 DO NOT NIAIIr 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 th,P City TnmPrtnr: 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 WCA Installer Certificate shall be present during inspections: A 24- hour notice is required for all inspections. r � NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. 1. I have received a copy of the system daesign including the City of Orono Septic System Approval Cover Sheet. .2. I will be installing the following: A. Tanks: — recast Concrete _ Other Manufacturer c3uL4�S Tank Capacities: 1) l000 gal. 2) loac, gal. 3) Cc?oa gal. B. Pump Station (if required) Pump make & model C—Z,S _ .P -3931 (attach pump curve & literature); system design requires 'Z 1' gpm at Z feet of head. High water alarm make & model Ouside electrical work to be completed by_ installe electriciaPetecd' other . Inside electrical work m p by electrician. C. Treatment System: Trenches: s.f. Mound Depth of rock below pipe Rock bed dimensions /d X. Drop Boxes Sand bed dimensions ZWIX ' Distribution Box Pressure Dist. Pipe Diam. 1." Maniford Pipe Diam. -Z,o " D. Final Cover/Topsoil to be: borrowed from site how 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. 5ignatureofAppIicant: Date: MPCA Certification No.: G� Staff Review: Approval Denial Reviewer: .Er,�r,] Date: 7-31-oO Reason for Denial: r ' SEPTIC SYSTEM APPROVAL 0 4�' COPY ORONO CoPY CITY of ORONO Municipal Offices Street Address: Mailing Address: �fEg�j 2150 Kelley Parkway P.O. Box 66 --- Orono, MN 55356 Crystal Bay, MN 55323.0066 Owner 7e FF I'll CI i n! Phone (Home)Yoy-o327 (Work) Address 39`io 141*11F,41yan 1101. Cityljrpfc FIa1►J State Ald Zip $535 Site Evaluator fusfy OL5on1 State License# 53-10 Phone# 4110 - 0,7 717 Type of Establishment: Single Family X Multi Family Commercial Garbage Disposal Yes No No. Potential Bedrooms 3 Est. Gallons Per Day YSO Water Meter Required: Yes_ No_C Soil Sizing Factor, 0 5 z Perc Rates P-1 P-2 3 P-3 P-4 P-5 P-6 P- Restricting Layer Depth B-1 U" B-2 ZY' B-3 22" B-4 yY" B-5 B-6 Type of Treatment System: Standard X Experimental Alternative Pressurized Mound System X At-Grade System Gravity Trenches System Pressurized Trench System Gravity Trenches W/Lift Pressurized Bed System Holding Tank W/Alarm Septic Tank Size IOoD #of Tanks Lift Tank Size 1060 Pump Brand6oulds FOOS-3 07/ GPM 2 9 Head Z 1 Treatment System: 144o'x 6a' Minimum.110,,38')0(4o'x 4o') Square Feet with q inches of rock below pipe e Type of covering Fabric x Other 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. NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the inspector (249-4600) Call for inspection 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 the primary and alternate sites are protected. NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20' of tested drainfield sites ever. ACCEPTED X DENIED By the City of Orono subject to existing regulations and the following conditions: 456- r+- e f /b" 6-elato y oc k. klect , k.,- /u f Fill 6459,11 ks M,-i u l Clu4 X 80. O! !o . By: p4aa� 7-31-00 Chris Pence, On-Site Systems Manager SYSTEM is DESIGNED FOR BEDROOMS. ANY INCREASE IN NUMBER OF BEDROOMS INVAUDATES THIS DESIGN. Telephone(612)2494600 o Fax(612)2494616 Rusty Olson's--Soil and Percolation Testing Joseph J.Olson—MPCA License#810 11481 Riverview Rd. NE,Hanover, MN 55341 (612)498-8779 June 292000 Jeff Mel in 3940 Watertown Road Orono Henn. Co. This on-site Sewage Treatment System is designed for a Type 1,Three-bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The soils on this site are SCS. soils mapped- EnC-Erin loam. The seasonal saturated soils were located at 20"-(mottled soil). Due to the seasonally saturated soils,a pressurized mound system will need to be installed to treat the septic effluent.the bottom of the treatment area must be located at least 3' above the saturated soils. All neighboring wells are greater than 100 feet from proposed treatment areas. The soils at a depth of 12"have a percolation rate averaging 3 MPI. The existing system does not conform to the two foot separation to mottle soil rule. And is an IMMINENT HEALTH THREAT AND MUST BE UPGRADE WITHIN 10 MONTHS. The existing tanks must be abandonded. 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 pump chamber.The rock and fill materials must be 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 areas before.,during and after construction. Nothing other than gray water,(laundry,showers,ems) Human water and toilet tissue should be disposed of into the septic tanks Garbage dispoals are not recommended, Additives must not be used; they may cause harmful damage to your septic=tem It Og recommended that you pump the tank every year for 1 tank every two years for two tanks. Sincerely, /�Jo�/phJ. Olson MOUND DESIGN WORKSHEET (For Flows up to 1200 gpd) A. FLOW Estimated Sewage Flows in Cellons pet Clay (nd Estimated YS-0 gpd ra,� �Type l Type nl Type In Type or measured x 1.5 = gpd. 2 300 215 180 60% B. SEPTIC TANK LIQUID VOLUMES 4 0 337050 256oftlie values Lallons ! 6 1 7900 52550 52255 332 rya 1. 7 1050 600 370 p a 8 i 1200 675 408 ! 03 C. SOILS (refer to site evaluation) I `dam Tak (L � 1. Depth to restricting layer= o inches / feet �capacar •( t���� 2. Depth of percolation tests = �1 inches tt� � gat dmp-W lift inside ism 3. Texture aL Y 4:!jA- I Percolation rate 3 mpi 23 4 ow �" 4. Land slope _S % s•rV (500 MW loco 7.turY 2000 3000 •000 D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by-0-83 to obtain required area of rock layer.A x 0.83= Y�gpd x 0.83 sq. ft./gpd = 3 sv sq..ft. 2. Select width of rock layer (max 10' if<120 mpi max 5') 3. Length of rock layer=area_width= =-x- •-W •-_- Ifiv sq. ft. - /D ft. hy- ft. Width.1ft <120mpi <10' Length 3f- ft E. ROCK VOLUME A 20mpi <5' 1. Multiply rock area by rock depth to get cubic feet of rock;-3 to sq. ft. x v s' ft. = 91 cu. ft. 2. Divide cu. ft.by 27 cu.ft./cu. yd. to get cubic yards; cu.ft. =27=i•-cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons;j�L cu. yd. x 1.4 ton/cu.yd. = 9% tons. F. ABSORPTION WIDTH Ahmptiou wtttm Sizing MdAe 1. Percolation rate in top 12 inches of soil is 3 mpi °°�m Gallons Texture Minutes per TQC lYl (MPI) square kot Layer width Faster than 0.1 Coarse Sand 1.20 1.00 0.1 to 5 Sand 1 20 1.00 2. Select allowable soil loading rate from table; 0.1105 Fine Sand 0.60 2.00 �� gpd/ft2 6 to IS sandy Loam 0.79 1.52 16 to 30 Loam 0.60 2.00 31 to 45 Silt Loam 0.50 2.40 46 to 60 Clay Loam 0.45 2.67 60ro 120 Clay 0.24 5.00 3. Calculate adsorption width ratio by dividing rock layer Slower 6=120 MY 0.20 6.00 loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 1.20 gpd/ft2- ,y�r gpd/ft' 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; /D x D.7 ft =eft G. DOWNSLOPE BERM WIDTH slope:_ cover r 1. If landslope is 1% or more, subtract rock layer width from adsorption width (Rods 1' i a to obtain minimum downslope berm toe Clean sa„d a ft--IQ_ft feet ahual soil 2. Calculate Minimum mound Size a. Determine depth of clean sand fill at upslope Width Do`T`slope Width upslope edge of rock layer: Ro&Width Absorption width Separation Y - J,:�_ ft = /- ? feet b. Add depth of clean sand for separation (2a) at upslope edge, depth of rock layer(1 foot) to depth of cover (1 foot) to find the mound height at the upslope edge of rock layer; •3 ft+'1ft+ 1ft= '1.3 feet c. Enter table with landslope and upslope bermuPsl°pe Width . ratio. Select berm multiplier of 3.33 --�- d. Multiply berm multiplier b upslope mound ups"rrda,: yY. `Bed ''4= ' '.:`u�l°P``"'°>t� P YY �- o.. . 'nr�l� 10 height to find upslope berm width: > , �,� 3.3 x 3_33 _ 1.�_feet T e. Multiply rock layer width by landslope to determine drop in elevation; �° Dai s>ope Width Absorption Wad /fl x_,5-216= 100= r feet f. Add depth of clean sand for slope TOW Length G Ft difference(2e)at downslope edge,to the mound height at the upslope edge of rock layer(2b)to find the downslope height; -U ft+_-<' ft= 3. 8- feet g. Enter table with landslope and downslope berm ratio. Select berm multiplier of S,a v IL Multiply berm multiplier by downslope mound height to get downslope berm width: 3. - x-r= 15 feet BntM SLOPE MULT1PL M i. Compare the values of step G.1 17 and Step G.2h P) _ SbM La" DOWNSLOPE UPSLOPE berm=Mprms uriotis berm inuMpHas ra<.>ximis Select the greater of the two values as the in bet m slope nWas berm AW ratios downslope berm width; /9 feet j. Total mound width is the sum of 4 5 4 5 7 upslope berm(G.2d) 0 3.0 a:o 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0 t 3.09 4.17 5.26 6.38 7.53 2.91 3.85 4.76 5.66 6.54 7.41 width plus rock layer width (D.2) 2 3.19 4.35 5.56 6.82 8.14 2.83 3.70 4.54 5.36 6.14 6.90 plus downslope berm width(G.2i); 3 3.30 4.54 5.88 7.32 8.86 2.75 3.57 4.35 5.08 5.79 6.45 11 ft+1Q_ft+ jj-- ft = _Y feet 4 3.41 4.76 6.25 7.89 9.72 2.68 3.45 4.17 4.84 5.46 6.06 k. Total mound length is the sum of upslope 5 3.53 <s.D 6.67 8.57 10.77 2.61 3.33 4.00 4.62 5.19 5.71 berm width(G.2d) plus rock layer length(D.3) 6 3.66 5.26 7.14 9.38 12.07 2.54 3.23 3.85 4.41 4.93 5.41 plus upslope berm width (G.2d); 7 3.80 5.56 7.69 10.34 13.73 2.48 3.12 3.70 4.23 4.70 5.13 e�J_ft+ -31- ft+I- ft = 40 feet 8 3.95 5.88 8.33 11.54 15.91 2.42 3.03 3.57 4.05 4.49 4.88 Wre-/S 2 f 9 4.11 6.25 9.09 13.04 18.92 2.36 2.94 3.45 3.90 4.30 4.65 10 4.29 6.67 10.00 15.00 23.33 2.31 2.86 3.33 3.75 4.12 4A4 Final Dimensions. It 4.48 7.14 11.11 17.65 30.43 2.26 2.78 3.23 3.61 3.95 4.26 12 4.69 7.69 12.50 21.43 43.75 2.21 2.70 3.12 3.49 3.80 4.08 Uwn `1 o X o PUMP SELECTION PROCEDURE A. Determine pump capacity: Gravity Distribution 1. Minimum suggested is 20 gpm 2. Maximum suggested is 45 gpm Perforation Discharges in GPM Pressure Distibution Head Perforation diameter feet inches 3. a. Select number of perforated laterals 3 7/32 1/4 b. Select perforation spacing= 3 feet. 1.0a 0.56 0.74 C. Subtract 2 ft. from the rock layer length. 1.5 0.69 0.90 ���,-2 ft.=3 z ob o.fso 1.04 -��feet. d. Determine the number of spaces between perforations. a Use 1.0 foot single homes. Length perf.spacing=71- ft.+ 3 ft. = /,t_spaces b Use 2.0 feet for anything else. e. J.N- spaces+1 =z_perforationstlateral f. Multiply perforations per lateral b number of laterals to gee total number of perforations. x perforations. g. 7W x�= gpm. SELECTED PUMP CAPACITY _gpm B.Determine head requirements: 1. Elevation difference between pump and point of discharge. -9feet 2. If pumping to a pressure distribution system,five feet for pressure required at manifold if gravity system,zero. _'feet TOW>xa� Friction loss a. Enter friction loss table with gpm and pipe diameter. Ek„abm Didskasumm Read friction loss in feet per 100 feet from table(F-14). pipe F.L._ I SS' ft./100 ft of pipe - - - b. Determine total pipe length from pump to discharge ------------ - - --- ----- ---- point. Estimate by adding 25 percent to pipe length for fitting loss,or use a fitting loss chart(F-15 feet). , Equivalent pipe length-1.25 times pipe length= Ibis- x 1.25= 13r feet Friction Loss in Plastic Pipe c. Calculate total friction loss by multiplying Nominal friction loss in ft/100 ft by equivalent pipe length. pipe dial Total friction loss= /3S x /S� +100= a feet 4. Total head required is the sum of elevation difference, HOgpm 1S" 2" 3" special head requirements,and total friction loss. ' ' 20 2.47 0.73 0.11 + + a 25 3.73 1 0.16 (1) (2) (3c) 30 5.23 1.55 0.23 35 6.% 0.30 40 8.91 2.64 0.39 TOTAL HEAD --q1 feet 45 11.07 3.28 0.48 50 13.46 3.99 0.58 C. Pump selection 60 560 0.82 65 6.48 0.95 70 1 1 7.44 1 1.09 1. A pump must be selected to deliver at least �` _gpm (Step A)with at least 2_ feet of total head (Step B). Loss of Soil Borings License#810 Location or Project: 3940 Watertown Road Borings made by: Rusty Olson's Soil and Perc Testing 6/22/00 Classification System: AASHO ; USDS•USDSSCS X ; Unified ; Other Auger used (check two): Hand X ,or Power_---, Flight,or Bucket X_ Boring Number_1_Surface elevation_103.9 Mottled Soil at 1.7 feet 04"Dark brown loam 10yr32 H2O present at - X-i"-2(r Brown day loam 10yr4/4 20"-28"Rusty brown day loam 10yr5/4 R=10r5/8 G=10yr7/1 28"-36"Rusty brown day loam 10yr6/4 R=10r5/8 G=10yr7/1 Boring Number 2 Surface elevation_102.5 Mottled Soil at 2.0 feet 0-12"Dark brown loam 10yr3/2 H2O present at X 12"-18"Brown day loam 10yr4/4 18"-24"Brown day loam 10yr5/4 2,C-W Rusty brown day loam 10yr516 R=10618 G=10yr7/1 Boring Number X Surfaoe Elevation_103.9 Mottled Soil at_1.8 feet 0-"Dark brown loam 10yW H2O present at X 8"22"Brown day loam 10yr4/4 22"26" Rusty brown day loam 10yr5/4 R=10x5/8 G=10yr7/1 Boring Number 4 Surface elevation_102.0 Mottled Soil at 2.0 feet 0-12"Dark brown loam 10yrW H2O pmsent at X 12"-18"Brown day loam 10yr4/4 18"24"Brown day loam 10yr5/4 24"-36"Rusty brown day loam 10yr516 R=106/8 G=10yr7/1 Percolation Test Data Suet uc.#810 Percolation test readings made by: Rusty Olson's Perc. starting at 10:49 A.M. On 6123/00 Location:3940 Watertown Road Hole number 1 Date hole was prepared:6115100 Depth of hole bottom—12"—inches, Diameter of hole 6'_inches. Soil data from test hole: Depth, inches Soil texture 04r Dark brown loam 10yr3/2 8"-12" Brown clay loam 10yr414 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date and hour of initial water filling 6/22/00 At 11:00 A.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 10:59 11:14 6" 5.5 3 11:17 11:32 6" 5.5 3 11:33 11:48 6" 5.5' 3 AVERAGE PERC. 3 Percolation Test Data Sheet Lic.#810 Percolation test readings made by: Rusty Olson's Perc. starting at 10:49 A.M. On 6/23/00 Location:3940 Watertown Road Hole number 2 Date hole was prepared:6/15100 Depth of hole bottom_12"_inches, Diameter of hole 6",_,_,inches. Soil data from test hole: Depth, inches Soil texture 042" 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 6/22/00 At 11:00 A.M. depth of initial water filling 12 inches above hole bottom. Method used to main 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 11:00 11:15 6" 5.5 3 11:16 11:31 6" 5.5• 3 11:34 11:49 6" 5.5 3 AVERAGE PERC. 3 TROCK 6�O /O S•.1,^ KA -A SCOrE ToP Vl[h — SSS SECTIe,y ViFW HOUSE • ar�lr /wbF Se.rt • SIfaK�aL . 9b.y 1 S, 97 ,or,.o SOIL BORING ELEVATIONS MAMA TAuk t �w�o to Sp� TH.AIt EL-/o3.g AW �. ft!AK Mrsr L[ TH.92 EL . t�� T1aT taCJC p1Nr•►L _tar oeayq TH.83 EL- /03.9 g,.o S. TH.94 EL-,&_;k o 7"S EL TH.96 El--_ SySIem must be: TaM_�2•from property lines W'from Wells MOLIN jam" L . pstootsttort(do-z- MAW eat at"p*rQat.of dw sewage flow) •aa- from Treatment area —•from Woes,_stmMs ttWt./tndt(deslQit.6=atm 3 s'u v~jSo �•of tnatmet eta (/10 RwlQth a 38 (t.length of bedarea♦ Treatment arra from property lines side slope nut 1 to 1 x 3r tmlgt&&P—R x a ft,Wwn amn"ded) - sa •from wells Clean tock tfeeded-L�e sq.&treaftent area x&g• ePtha k X379 cu.RJ 27 go a-yds.(3/4above PI "to 2 U20 dta,Includes 2'of nock Ps) ao 'from btdfls. Coarse stashed Baan sand tell below .a rex. loam back till/�cu.yds.appmx.,topsoil 6" u.yd.Average sand depth a..5- Number of tanks required a .1 st tanRM PP sandy AOD 3P-1, �3 Co. Y p. R1� from tf"s P�snptng chamber capacity—Zb%oftan W.minimums plus pumping chamber / of allt00 tlrer of a "Qia, % w of sa gaL-La gal.+resat"storage of 150 gaVBR-�gaL • pipe back drainage- -_ PPeds to ,wgal +mtnlfoWlfrgatl100 Iin.R of a 'dia. pipe. tin.ft. needed Z, a gattotal capacity needed gat(plus ae min._ g�.up. Date: ` /�S/ca, Ph. 612-48a-0290 PROPERTY OF: TEFF A46L,uOft��� , . ations.3LL apart Rusty Olson's oil and Percolation Testing Pump sire_hp.(Pum capacity/3rgaL!cycles/day) 3190 WATERMwuv ROAD Designed I ugE ag 4,A11M A-, Ar al' Wt0 OROW, NENN.Co. g by - ' `/39 3L - s YsTEA.A / J h •v9 /W.t + Lo EAlSrIfib Lo - U +USM PotE M31 u?:v SA6 fav N ESQ L 87+ to �. Lr. 9 �Jl�1 f� Sfr Fjtsnul. '' ` v°ALV YIIUKS LtN� ejUTvri E�TIAJ4 TSTA• TOP of C.. „J8K TtzoA-7 EL_V-/dd C2 ` B Porco!oGon Tests scok: 1 n (00' ' � pi � - Soil Borings 08enct: Mork Now Pis system is b be constructed to mcd the tArnesda ponv:•an Cored A;ency O x Chapter 7080 & Local ordinance Aft I a. Check all underground Utilities � 9 Q ~' U sIE OE - I � Q+ a PF?„PERTY OF'_ - — (� I=0 3g yo WAfaVVJAy R¢A ) DRoluo , NEn!N. co - w y _ t„ Data: L/�/cp, Ph (612)498-8779 Z g Ruaty Olson'is Sall and porcoladon Tesdri 1 '�A1C Dasbned try: DATE TIME CITY OF ORONO CALLED IN INSPECTION NF0T � SCHEDULED 6-2-00 �)0� PERMITNO. {' sof( COMPLETED I r ft ADDRESS 139y0 10h'Qad OWNER kVdf lJ CONTR. l4G�C � 5 TELEPHONE NO. DESCRIPTION /pyqK-5 w 01 FOOTING 11 MECHANICAL RI 18 EXCAWGRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 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 NT. 21 COMPLAINT 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SE 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNEFIXONTRACTOR TO MEET YOU:_YES_NO Z COMMENTS: az w a Z) /00(7 t?ryrg-s4- 6mcre� 0 FC11 lis 0 k Q CXi�f i✓ fan k5 f rn , C'ru�ltPc( � E=51�� z a �h,017Z 7060, 0 t 76 LU z Lu CC j LU W �ORKSATISFACTORY.PROCEED E] PROJECTCOMPLETE cc ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY LU Q ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTOTAKEN INSPECTOR WILL RETURN CITATION ISSUED 1:1STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspecti 24 hours in advance. 249-4600 Owne Contractor Si Inspector. White Copylinspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN .8-2-00 9:3 0 INSPECTION IJOTICE SCHEDULED 8-2-00 9 :m PERMIT NO. FO 21 COMPLETED ADDRESS w�31 KO Wif&i21004 R009h OWNER 101044 CONTR. P44"did[ 811'" TELEPHONE NO. . .n DESCRIPTION /�© h V-40 W 01 FOOTING 1 MECHANICAL RI 18 EXCAV/GRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 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 v 07 DEMO-FINAL15 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:_YES_NO COMMENTS: cc W a S1 O cc O W cc Q f Z W W cc ZI a WORK SATISFACTORY:PROCEED ElPROJECT COMPLETE W cc ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 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 ninspection 24 hours in advance. 249-4600 Owner/Co n a 4o te: Inspector. White CopylInspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION ROTICE SCHEDULED -3-00 /0: 317 PERMIT NO. COMPLETED -9--3-00 ADDRESS 3140 h11+f6 +19Wr► �d OWNER W ll'Al CONTR. P,�fl'!0d, eAes• TELEPHONE NO. DESCRIPTION Si4✓ID l Rock 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 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:_YES_NO y COMMENTS: W cc a o /Oz38� t�I� tk Q -- 1 '�21` �a ' oc. Y ex f ---. tylo �i 14 /2'r C- Co LU WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W L El W CORRECT WORK R PROCEED 11ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 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' spection 24 hours in advance. 249-4600 Owner/Conton , si Inspector White CopylInspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION OTICE SCHEDULED 19-9-00 /f;30 PERMIT NO. 02248 COMPLETED -17-o0 ADDRESS 39go W/\) /moi Oaf OWNER mgl itJ CONTR. AN' 44 n of t Qvs TELEPHONE NO. _-5 - Sc prr c DESCRIPTION �i h a 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 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 SEPTIC 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: cc W a o � a cc �l / /► ..a,, W.0 lr[OUI1vER urs W cc Q z !'I'I rFf9s(4 Re ine--14-s T ke..-7 W Z CC r71 ��c F- C.owrP�t d W ❑WORKSATISFACTORY:PROCEED ><ROJECTCOMPLETE cc ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. P PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the neKs. . ction 24 hours in advance. 249-4600 Owner/Cont on t Inspector. White Copyllnspector's File Canary Copy/Site Notice