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HomeMy WebLinkAbout1994-006196 - replacement system .4 PERMIT CITY OF ORONO PERMIT TYPE: SEWER 2750 Kelley Parkway • P.O. Box 815 Permit Number: 0061q6 Orono, Minnesota 55356-0815 Date Issued: 06/23194 (612) 473-7357 SITE ADDRESS: 4.60G WATERTOWN RO CH P . T . N. : '21-11s-23-24-0006 DESCRIPTION: REPLACEMENT 5:NSTFM sewer & Water Permit: Tr e NEW SEPTIC : viE ki.) r Wt.er Wor :: TYpe REPL - :E EX1TING REMARKS: CI TY OF ORONO FINANCE OFFICE 7.1"R00000 rr 0.1 CEN 100_00 FEE SUMMARY: I22OOOOO ir 01 Gig ”M i'Urric" Ti • S4 1VVVV 1. •tr 'YUMA' i Base Fee $100 . 00 !RMA L..1J " 771 SIA r Ch qt7? .4; SO faVV V 1 VG." 06/0/94 Total Fe e $100 . 50 CONTRACTOR: - Applirant - OWNER: 1.IVAN' S !. EV CES INC.: SERENA „JOHN • HWY 101 S 4606 WATERTOWN RD wAY7AT(..:: MN S5::.:91 ORONO [IN (F,12) 473-4:300 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO tar THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK1 IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS . L_ APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, MN 55323 JOB SITE ADDRESS: 4'/9S Occupancy Type: Residential )(, Commercial Other Permit Type: New or Replacement System, $100.00 1, OO Repair Existing System, $ 50.00 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees Owner's Name: ce cent Phone Number: Mailing Address: 4" -4, LCity: Contractor's Name: �,, QV Phone Number: 4/73 ,;c, ) Mailing Address:3 ,v ) I . �.� City: tBP: 34 f l , 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 fmal cover depths and to verify that all pump station (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. 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: 7L Precast Concrete _ Other Manufacturer Tank Capacities: 1) le gal. 2) DX gal. 3)10/0 gal. //21 B. Pump Station (if required) Pump make & model (attach pump curve & literature); system design requires 4/0 gpm at T/ 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 ) 'xSS' Drop Boxes Sand bed dimensions 36 'x '? ' Distribution Box Pressure Dist. Pipe Diam. " 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. / Signature ofApplicant: ,�� � Date: (:Z3 1 j MPCA Certification No.: Staff Review: Approval Denial Reviewer: Date: Reason for Denial: / , \\ � ii .7c,,, CITY OF ORONO SSEPTIC SYSTEM APPROVAL 70 "A CITY of ®ROLA A i'''''' ',:n0.',-„. , , Municipal Offices ,,,, A:.0 ti � �y�" Post Office Box 66 \t4 1 , r`t�. Crystal Bay,Minnesota 55323-0066 ESDI i/ LOCATION: 4605 Watertown Rd. OWNER: John Serena GENERAL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVALUATOR: S–P Testing REPORT DATE: August 19, 1993 The City of Orono has Approved —your on-site system design as of August 24, 199 3 (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,ORRONO BY 1.44/4 .a.1' r.1/ .� Stephen : eckman, On-site ystems Manager TELEPHONE-473-7357• FAX-473-0510 • S-P TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627 951 Katydid Lane NE • St. Michael, 95326-• (612)-4971 566 August 19 , 1993 John Fre- a J %1:2-r14. 4605 Watertown Rd. AUG 2 3 1993 Orono, Henn . Co. , MN This site has an existing failing On-Site Sewage Treatment System with effluent discharging to the surface. Mr. Serena purchased the property in Jan. 93 and was not informed that the system was in trouble . After the snow melt, an area north of the house was discharging effluent to the surface . The area is black with no grass cover in the center of the lawn. This indicates the system has been failing for a long period of time, several months to several years . Surface discharge is not legal and requires the system to be replaced . This On-Site Sewage Treatment System is Designed for a Type 1, four bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances . The soils on this site are SCS soils mapped - L+B - LeSueur loam. A seasonally high water table was located at 22" to 26" , (mottled soil ) . Due to the seasonally high water table , a Pressurized Mound System will need to be installed . The bottom of the rock bed must be located at least 3 ' above the seasonally high water table. The soils at a depth of 12" have a percolation rate averaging 10 . 2 min/inch. A pumping chamber will need to be installed to lift the effluent to the treatment area. The manifold and supply line pipe must have back drainage to the pumping chamber . The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod , be sure not to over work. CONT' D John Serena 4605 Watertown Rd. Orono , Henn. Co. , MN (2) The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure . A warning device must be installed with a light and sound device, this is in case of a pump failure . Mercury floats are a good method. All neighboring wells are located greater than 100 ' away from the proposed treatment area. The existing tanks are old and will need to he replaced, abandoned pumped & filled with soil . If the tanks are solid concrete, water tight they may be used upon approval by the local Inspector. The piping in the house is cast iron and may need to be replaced. 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 gray water, (laundry, showers, etc. ) human waste & toilet tissue should be disposed of into the septic tanks . Garbage disposals are not recommended. Smaller amounts of laundry soaps , dish soaps , cleaning agents, etc. are better for the system. Antibacterial soaps & chlorine agents may kill the bacteria needed to treat septic effluent properly. Additives are not recommended, they may cause harmful damage to your system. Recommend to pump & clean your tanks by a certified pumper every year if you have 1 tank & every 2 years if you have 2 tanks to insure proper maintenance. Steven B. SchirmersDS SBS/ds MOUND DESIGN WORKSHEET . • (For Flows up to 1200 gpd) . A. FLOW Estimated Sewage Flows in Gallons pa day I (8Pd) Estimated 6,00 gpd (see pages D-7 or I-3,4,5) Number } or measured - gpd x 1.5 = - of Type 1 Type II Type 111 Type Bedrooms IV 2 300 225 180 B. SEPTIC TANK LIQUID VOLUMES 3 450 300 218 4 600 375 256 °I th, N, i 0 l 5 750 450 294 vae ,�cgallons (see pages C-3 or C-5) 6 900 525 332 1jww1. 7 1050 600 370 ITm 8 1200 67S 408 cottons C. SOILS (refer to site evaluation) 1. Depth to restricting layer= - inches Septic Tank Capacities,in galk.na Number of Minimum Liquid Liquid capacity with 2. Depth of percolation tests = 1 -) inches Bedrooms Capacity garbage disposal 3. Percolation rate /0 . TZ mpi 2 c Icu 750 1125 7 or 4 1000 19M • 4. Land slope % 7.or a 9 z« 22503000 over 9 D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: Daily Flow x 0.83 = t A ) gpd x 0.83 sq. ft./gpd ='-f">`(,' sq. ft.-112),n- 54'`'' 2. Select width of rock layer (10 feet or less) = ft. 3. Length of rock layer = Area+Width = St-f') sq. ft. = 1 ) ft. = SS ft. Rock Bed 1J•J•J•J•J•J•J.J•J.J•J•J.J•J.J .1.1.1.1.1,1,1,•• 1.1.1.1.• 1J.J.J.J•J•J•J•J.J.J.J•J•J•J•J •1.1.. 1•'t•1.1.1.1.1.1.1.1.1• tdth S101L MJ.J.J.J.J.J.J.J�J.J.J.J.J.J.J *._: 1.1...1,1......... 1.1 ..,. I E. ROCK VOLUME •JJJ.JJJJgJJJ . JJJI I-- Length --� 1. Multiply rock area by rock depth to get cubic feet of rock; .5.1-1r1 sq. ft. x 1,o,, ft. = --')/-1 cu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; .c-'2L-1 cu. ft. -27= 1 cu. yd. • 3. Multiply cubic yards by 1.4 to get weight of rock in tons; 1 cu. yd. x 1.4 ton/cu. yd. = a', tons. • F. ADSORPTION WIDTH 0,`-r Luk)V-Y l Absorption Width Sizing Table 1. Percolation rate in top 12 inches of soil is l .. mpi Percolation Rate Gallons Ratio of 2. Select allowable soil loading rate from table on page E-; in Minutes per Soil Texture per day per Absorption width gpd/ft2 Inch(MPI) square foot to Rock Layer •L) Width 3. Calculate adsorption width ratio by dividing rock layer Faster than 0.1• Coarse Sand ---- 0.1 to 5 Sand 1.20 1.00 loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 0.6 o 5s• Fine Sancho 0.60 2.00 1.20 gpd/ft21 -,'-) <gpd/ft2= ) ,. (,• 1 to 30 30 SiLoao m 0:0 2.4003 Check this value onape E-16. 46to60 Clay Loam 0.45 2.67 P O 60 to 120 Clay 0.24 5.00 4. Multiply adsorption width ratio by rock layer width to get Sliwerthan Clay required adsorption width; a,C,(7x /b ft =: . .'") ft i G. DOWNSLOPE DIKE WIDTH • 1. If landslope is 2.9 percent or less,basal width includes both the . upslope and downslope dike widths, 2. Calculate minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation 1 . . feet b. Multiply rock layer width by landslope to determine drop in elevation; Slope Difference "°°"° - x - %-1- 100 = feet c Add depth of clean sand depth of clean sand for �.f 1�E _k., a<<R� -, separation at upslope edge (2a) to depth of rock layer to Rock Bed Wi4N rock depth and the depth of cover to find the total mound fest n.1oFeW,4,. height at upslope edge of rock layer; 1"` �- ) • _). ft + l ft + l ft = '. feet I d. Enter table on page bottom with landslope and upslope dike ratio. Select dike multiplier of '-} '' e. Multiply dike multiplier by upslope mound height to get upslope dike width: x -I = i feet '-01-':-."-N-- f. Add the depth of slope difference(2b) to the upslope ` ' ' '�� height to get the downslope height __ + = feet g. Enter table on page E-18 with landslope and downslope dike ratio. Select dike multiplier of h. Multiply dike multiplier by downslope mound height to get downslope dike width: x - --= - - • feet i. Mininmum mound width is the sum of upslope dike width plus rock layer width plus downslope dike width; ft + ft +• ft= feet Rock Bed width'[o' u io aew'dth ' j. Subtract the Minimum width G.i from the Absorption width F.4 to find the Additional Downslope required for '.Rock Bed S,s1... .:::;:....;;:i...;....:....:.:.:.f.:. Absorption ft_- ft= feet upslopeakewidth :iipsfope'DikeWiatllL • k. Add the Additional Downslope required for Absorption': Dpe` kh'''. . .oW ►� to the downslope dike width and recalulate the Total Mound Width which is is the sum of upslope dike 1 `width plus rock layer width plus downslope dike width 1c 47-;-'t.----.51- ;', ft + 1 o ft + )T ft = � ,ie, feet w 1-s-r 1' Total Length l:1 .I 1. Total mound length is the sum of upslope dike width plus rock layer length plus upslope dike width; 13 ft + .S� ft + P-1 ft = q.:_ feet L)ownslope Upslope 3:1 4:1 5:1 6:1 7:1 3:1 4:1 5:1 6:1 7:1 8:1 %slope 0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0 1 3.09 4.17 5.26 6.38 7.53 2.91 3.85 4.76 5.66 6.54 7.41 2 3.19 4.35 5.56 6.82 8.14 2.83 3.70 454 5.36 6.14 6.90 3 330 454 5.88 7.32 8.86 2.75 357 4.35 5.08 5.79 6.45 4 3.41 4.76 6.25 7.89 9.72 2.68 3.4.5 4.17 4.84 5.46 6.06 5 3.53 5.00 6.67 8.57 10.77 2.61 3.33 4.00 4.62 5.19 5.71 6 3.66 5.26 7.14 9.38 12.07 2.54 3.23 3.85 4.41 4.93 5.41 7 3.80 5.56 7.69 10.34 13.73 2.48 3.12 3.70 4.23 4.70 5.13 8 3.95 5.88 8.33 1154 15.91 2.42 3.03 3.57 4.06 4.49 4.88 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 10.0 15.00 23.33 2.31 2.86 3.33 3.75 4.12 4.44 11 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 1250 21.43 43.75 2.21 2.70 3.12 3.49 3.80 4.08 PUMP SELECTION PROCEDURE A. Determine pump capacity: CGravity Distribution END PERFORATION OF A PERFORATED LATERAL 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of Gran Cover water use rate. 7.;o, Topsoil ,., ��' 2. Maximum suggested for delivery to a drop box of a home system is 2,700 .....,• ..., . f:'Loyer of Geoleztile Park(a(as- gallons per hour(45 gpm)to prevent build-up of pressure in drop box. _ :`Loany Sand Layer` -.Inch taya o,hay a swan carved •;. ._.. with red rods paper) 1uoGFfmpurtC]oompi• Perlaotion frilled Horizontally Pressure Distribution J. ' • "la •p War Top 3. a. Select number of perforated laterals i!D Pio. �� .1 =lay':Edge o1n Mid Rode. ti-;� of b. Select perforation spacing= ft. ; • Perforations Located of c. Subtract 2 ft.from the rock layer length. z_. clan ye saw Lar Bottom of Lateral Rock layer tenet%-2 ft._ , -' ft. =`` - ,. .:.. . ..,. Original Soil Properly Scarified Before Placing Sand Layer d. Determine the number of spaces between perforations. Length perf.spacing= ' ft.+ ft.= ! ') spaces TABLE OF PERFORATION DISCHARGES IN CPM e. ?') spaces+ 1 = ) c< perforations/lateral f. Multiply perforations per lateral by number of laterals to Head Perforation diameter(inches) get total number of perforations. . x _ LI perforations. sin y. 1.Oa • 0.56 0.74 c,L! `) ,, _ 1 S 0.69 0.90 g. p-- -iix�, re,,= -10 gpm. 2.0b 0.80 1.04 2S 0.89 1.17 SELECTED PUMP CAPACITY '--/ 03.0 1.130. 1.28 gpm 4.0 1.47 5.0 1.26 1.65 B.Determine head requirements: 1Use 1.0 foot of head for residential systems. 1. Elevation difference betweenump and point of discharge. bUse 2.0 feet of head for other establishments t ____LI____feet . 2. If pumping to a pressure distribution system,add five feet for pressure required at manifold ,� feet 3. Friction loss Pipe Length a. Enter friction loss table with gpm and pipe diameter. Point of Discharge Read friction loss in feet per 100 feet from table. .�..�"i ;U).C2) F.L.= D..lp-1 ft./100 ft of pipe Elevation Difference b. Determine total pipe length from pump to discharge Pump f)ci, C point. Add 25 percent to pipe length for fitting loss,or use a fitting loss chart. Equivalent pipe F-18b length-1.25 times pipe length= 1.5 inch 2.0 inch 3.0 inch L -l. . x 1.25= C, feet gpm Friction las per 100 ft of pipe c. Calculate total friction loss by multiplying 10 0.69 0.20 friction loss in ft/100 ft by equivalent pipe length. 12 0.96 0.28 Total friction loss= -1,�L► x S C.. +100= i S feet 14 1.28 0.38 4. Total head required is the sum of elevation difference, 16 1.63 0.48 18 2.03 0.60 special head requirements,and total friction loss. 20 2.47 0.73 0.11 25 3.73 1.11 0.16 I + + ! 30 5.23 1.55 0.23 35 7.90 2.06 0.30 (1) (2) (3c) 40 11.07 2.64 0.39 45 14.73 3.28 0.48 TOTAL HEAD l ) 1 feet 50 3.99 0.58 55 4.76 0.70 60 5.60 0.82 C. Pump selection 1. A pump must be selected to deliver at least lI 0 gpm (Step A) with at least LI I feet of total head (Step B). L-1.i ChRT'll'lCA ION 4 00627 Dogs of Soil Uor iny_s .Location or Project Jon Serena, 4605 Watertown Rd. ,Orono Borings made by S-P Testing, Inc . Steve Schirmers _ Date 8-16-93 Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 1 Depth, Boring number 2 in in feet Surface elevation 98 . 7 feet Surface elevation 98 .7 0 0 Topsoil dark brown loam Topsoil dark brown 0 - 1 ' loam 1 1 Brown clay loam 0 - 1-1/2 ' 1 ' - 1 ' 10"-MOTTLED 1, 1.0" Dark brown clay loam r _ _ 1-1/2 ' - 2 ' -MOTTLED 2 ' 2 Rusty olive brown 2 Rusty olive brown clay loam clay loam 1 , 10" - 2 ' 10" 3 - 3 - 2 ' - 3 ' 2" Rusty olive gray loam Rusty olive gray3 ' 2" - 3 ' 10" strong 4 - loam 4 - Rusty olive brown loam 5 - 2 ' 10" 5 ' 5 - 3 ' 10" - 5 ' 6 - 6 - 7 - 7 - 8 - 8 - f End of boring at 5 ' feet. End of boring at 5 ' feet. Standing water table : Standing water table : present at 3 ' 2" feet of depth, present at 3 ' 1" feet of depth, 17 hours after boring . 17 hours after boring . Not present in holeNot present i:. hole Mottled soil : Mottled soil : Observed at 1 ' 10" Observed at 2 ' feet of depth. feet of depth. Not present in holeNot present in hole Comments : Comments : Location or Project John Serna, 4605 Watertown Rd. , Orono . Bori-ngs made by S-P Testing, Inc . Steve Schirmers Date 8-16-93 Class•ifiction System: AASHO ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X ; or Power , Flight , or Bucket X Depth, Boring number 3 Depth, Boring number in in feet Surface elevation 98 . 2 feet Surface elevation 0 - — -- 0 - - - - Topsoil dark brown 1 - loam 1 - 2 - 0 - 2 ' 2"-MOTTLED 2 ' 2" 2 - Rusty 2 , 2„ - 2 ' 8" dToambrowr. Rusty dark gray clay loam 3 - 2 ' 8" - 3 ' 2" 3 - Rusty gray clay loam 4 - 3 ' 2" - 4 ' 4" 4 - Rusty gray silty loam 4 ' 4" - 5 ' 5 - 5 - 6 - 6 - 7 - 7 - 8 - 8 - End of boring at 5 ' feet. End of boring at feet. Standing water table : Standing water table: present at 2 ' 2" feet of depth , present at feet of depth, 17 hours after boring . hours after boring. Not present in hole Not present in hole Mottled soil : Mottled soil : Observed at 2 ' 2" feet of depth. Observed at feet of depth. Not present in hole Not present in hole Comments : Comments : . • CERT. tt00627 PERCOLATION TEST DATA SHEET m. Percolation test readings made by S—P Testing, Inc. 011-8-17-9 3 starting at 2 : 4 7 a.m. ,d,,,,,, 4605 Watertown Rd. 1 8-16— Test hole location.. Hole number . Date hole was prepared Depth of hole bottom 12 inches. Diameter of hole 6 inches Soil data from test hole: Depth. inches Soil texture 0 - 12" Topsoil dark brown loam Knife Method of scratching sidewall Depth of gravel in bottom of hole 2 inches 8-16-93 10: 00am 12 Date and hour of initial water filling . Depth of initial water filling inches above hole bottom Automatic siphon Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Maximum water depth above hole bottom during test 6 inches Time 1 Percolation ime interval. Measurement. Drop in water rate. Remarks minutes inches level. inches minutes per inch 2 : 36 prefill 6 2 : 47 3: 17 I 1 it 4-1/4 7.1 30 min ii 1,3 : 22 3 : 52 4-3/16 7. 2 3 : 53 4 : 23 4-3/16 7. 2 " " •Y i Percolation rate = 7 - 2 minutes per inch. CERT. #00627 . PERCOLATION TEST DATA SHEET S-P Testing, -17-93 2 : 48 a.m. Percolation test readings made by Inc .. on starting at Tim! 4605 Watertown Rd. 2 8-16-93 Test hole location , Hole number . Date hole was prepared Depth of hole bottom 12 inches. Diameter of hole 6 inches Soil data from test hole: Depth. inches Soil texture 0 - 12" Topsoil dark brown loam Method of scratchine sidewall Kni fe Depth of gravel in bottom of hole 2 inches 8-16-93 10 : 00am 12 Date and hour of initial water fillinf , Depth of initial water tilling inches above hole bottom Automatic siphon Method used to maintain at least 12 inches of water depth in hole for at least 4 hours 6 , Maximum water depth above hole bottom during test inches Time Percolation ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch • 2 : 36 prefill 6 2 : 48 3:18 or 2-3/8 12. 6 30 min 3 : 21 3: 51 I ifI 3 : 54 4: 24 " i Percolation rate = 12 . 6 minutes per inch. .,C,1 1 . r006c PERCOLATION TEST DATA SHEET S-P Testing, Inc . 8-17-93 2 : 49 Percolation test readinis made by g on starting.at 4605 Watertown Rd. 3 8-16-93 Test hole location . I lole number . Date hole was prepared Depth of hole Nott 12 inches. Diameter of hole 6 in inches Soil data from test hole: Depth. inches Soil texture 0 - 12" Topsoil dark brown loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 8-16-93 10 : 00am 12 Date and hour of initial water filling , Depth of initial ‘Nater filling inches above hole bottom Automatic siphon Method used to maintain at least 12 inches of water depth in hole for at least 4 hours 6 . Maximum water depth above hole bottom during test inches Time Percolation ime interval. Measurement, Drop in water rate. Remarks minutes inches level. inches minutes per inch • 2 : 36 prefill 6 2: 49 3 : 19 2-15/16 10 . 2 30 min 3 : 20 i 3 : 50 " 2-3/4 10 . 9• • 3 : 55 4: 25 2-5/8 11. 4 Percolation rate = 10 • 8 minutes per inch. PERFORATED LOAMY SAND CAP LAYER OF GEOTEXTILE --- LATERALS FABRIC PERFORATED LATERAL *` ' _ GRASS COVER 6 INCHES ' �- ,„: �� TOPSOIL SANDY LOAM SOIL %• .".'_-',-,;• '� ' ' �� :LEAN SAND FILL ��� 1AT ' , �// ' ,� ..;:•!,,' MAXIMUM SLOPE � 1 , LAYER OF GEOTEXTILE :� 1� CLEAN ROCK 4' FABRIC OR 4 INC+IES OF `- _ ?,• /y ! >y TOPSOIL PLOWED OR 3/4 TO 2'/z INCHES % SLOP r DISKED SURFACE . " �i I ri /• • 1/ . • , /.' ;/ CROSS SECTION A-A OR PIPE FROM PUMP-A •�. i ,�;/ / � • ; PIPE FROM 3/4”-21/ a �" ' • ,'/ I / ', ;.) / PUMPING CHAMBER CLAN BOCK ..,'� '"� / DIVERSION FOR , \\ \ I I 1 / /%i. ,1►///� J SURFACE WATER Y • I w I !i/i 6" TOPSOIL, %" / �r - o '"-- ,?:J --J -��• , ,yam /, ;�/ 3 • - PERFORATED I ` � 1._ / �� i LATERALS • s 0 qN • "::.-44(X36.. ����:F::r:` BED AREA y ‘.7 FI �SI �� �� zl.:.7-7.4i-jI w OkEN UP — �,,. -,--...` VI tit o .— BARRI—RAI :. 4. Q I w i I m ER LAYER _ _ _ I Z z _ 1 , o#o x I 20 - - INCHES Icr 1r INCHES LAYOUT OF PERFORATED PIPE LATERALS FOR = I i — PRESSURE DISTRIBUTION IN MOUND - DIKE -- I IO FEET._.1_,.___DIKE MAX. PERFORATED PLASTIC PIPE _ TOTAL WIDTH `-- PERFORATIONS SPACED 36' Rf�RAn ON 5 CJNG // / I I I 1 ' I 1 1 ` END ON CENTER. PERFORATION SIZE MAY BE 346. 7/3t, 'iS PE � PLAN VIEW VIE,' OR /, moi! 2•MAMFOLD y END PERFORATION OF A PERFORATED LATERAL _—�'� PIPE. /J '� /fes �Groa Coro PERFORATIONS ON BOTTOM OF iw,"t '• PLASTIC PIPE �'`��- i•--.. •� fi op►ou } ...40 ��� - a-— Loamy Sand Layer• Incirioye Groff to,tlele Fr rev //' % (ALTERNATE LOCATION . • min-red-rwen-paDor►- ,� OF PIPE FROM PUMP) 1. r •%. �.--Puta•tan Drilled Horizontally //,y bto C•D War Top L O • // Plue .1---;• Leart 12'to Edge END CAP /Os A� z,a n FIIId Rock of Fou La or ,.,---=-' -'-- LAT Poltom on.Lateral at RAfEO f PIPE FROM Clean Sand Layer Bultom of Loural %� P` PUMPING CHAMBER • QF � ' .r N. —^'-^v- \ NGm �oriQln.i SOU Properly Scalded �F Belae Placing Sand Layer • F-8 • REDWOOD. CEDAR OR WATER TIGHT B LOCKABLE ELECTRIC BOX--' TREATED POST (4 x 4 mln) • PLUGS OR ELECTRIC CONNECTIONS- .— l INSIDE ELECTRIC BOXONNECTIONS MADE 2" PVC CONDUIT SCHEDULE 80 _ MANHOLE COVER CHAINED B LOCKED 6"SPACE LOOTLEFMPEONWER CORD FOR SEALED MANHOLE RINGS-"� , _ _ 4 t.FINAL GRADE y AT LEAST 12. ''� N BELOW GRADE UNION �� •.�. -i _ WIRE FROM POWER SUPPLY f�PPNEAP I1PE IS LAID ON A UNIFORM SLOPE FROM Z • . FOR PROPER NDRAINBACK IL TREATMENT AREA SEALED TANK COVER t--IF PIPE AT TANK MUST BE LOWER THAN UNIONTO GET ELEVATION FOR DRAINBACK, PLASTIC ROPE OR CHAIN INCH 1/4 WEEP HOLE MUST DE USED WITH ANCHOR----�� — WEEP HOLE ALARM FLOAT ON SEPARATE ELECTRICAL CIRCUIT-- i I NOTES: ELECTRICAL WIRE FROM POWER SUPPLY START LEVEL _ _ .r _� _ _ MUST NOT RUN OVER ANY TANKS BUT MUST BE LAID BESIDE OTHER TANKS 3"- \\ ;I AND MUST BE PLACED IN CONDUIT ALONG POST SHUT_OFF LEVEILV_ __ _ ELECTRICAL CORDS FROM PUMP AND FLOATS MUST BE RUN THROUGH CONDUIT. WIRES CANNOT HAVE GROUND PUMP CONTROL FLOAT- I : c-.-Y, CONTACT. 1000 Figurc F-8 METAL COVER V �---"D �! _ _' 1, ` `, 31, `r .1'• 7 Il : 1 v I I 1 I t CONCRETE + t` MANHOLE RING 61. METHODS OF SECURING MANHOLE COVER TO PREVENT UNAUTHORIZED ENTRY Figurc C-14 VERTICAL SIDEWALL SEPTIC TANK - FINISHED /-- GRADE ' LEAST \‘a• AT LEAST 6"TO 12" SOIL , 4" DIA. t -COVER 4" DIA.-� MIN (AT LEAST I • " AT LEAST I" =' ^ • A DIMENSIONS FOR TANKS WITH VERTICAL_SIDES A — _ V WIDTHW 24• MINIMUM ~{ LENGTH, L 2 TO 3_ TIMES THE WIDTH -_- 8 DIAMETER 60' MINIMUM __ - —_ DEPTH D 30' MINIMUM; T8_MAXIMUM -- C 4 _1 A0.2 D AT LEAST —�B : 6" MINIMUMI0.2 0 MAXIMUM _.. 6" 3 iC 0 4 0 –. — - - AT LEAST 4 FEET NUIFs .41 SNIIINIY 111S A 11f ASI.WLI Q 5 IN(I1/41Af IFN 4 LINO ICA E OUVE11S SI MLI DITLOCAI ED'MINN 1)'NCI 1E3 ? (lu1Mf17SK)•INC lOC.AI(11w1111616 I((IEOr Ni 1N/14 II[C1)VLIIIA/51 UE stout co o FVC</11 CC��E • wAll3 6 SXPMNlL)NU141ANCE Or PHI EN FNIO Of►AEI PA'S ANO 3. AN11%I'EC I IDNPIPFoF Al LEAS I.W(:1 IC 9 NNW 1E11 NF NIT 3 IPOIrII UN(TAfrL'64144.1 OE NU I ESS loom 6NCIIE6 On A MANI IOLE SI IAI.1 OE LOCA IEOUV(1i(OtIIIIEWIET 011 NOMONEDIAN12INCHES. NS)(VILE IUEVKYS 111E CEJIIE1104C Of II 1r 5151'(C16.311 6 fon•KJII!(m IALCYL6.fn.cm 1N45501M ritION AIS 0150 PIfgS 5l5All UC 11K VOX AS Ilk C(NILFIIINE or 144E AND 0114 NSIONC ISO ISO. ON 1L UPCNWGS OIISMAINIY ILLS A 11u11U W5IYCII(N P.'L 1,0,51 51(OCA I L U IE Wert'N Tilt'6A E 1 AM1(11111 IT rNfLTS • . - r P�� • 6 tillirEMIIIIMBall s .p .) 0F — iH�l mAN20 , a•' i V r. • INLET �` ' "F�7'` SCUM �' li ��• a OUTLET f +1 -';OUTLET LEVEL j• 1 . .f Y is .L_.. r I ' _ A 7 TANK WHEN: _— SCUM CLEAR SPACE"...:— ' —�L , y CLEAN OUT i — — __ _ ��w. 1 —T 'k1 IS 3" OR LESS OR . __ _- - __ _ .I 14 B "B"IS 12"OR LESS — 1 r. •...• •. BLACK COLOR ,cI �";'''' : SLUDGE rk DISTINGUISHES SLUDGE GE ; ;4l. .; 11/43-.----- AI --- x x '..' C'f.-c--^,,--.% C-eV•11--1 ?)1..%x...., 0 . .-- I • , ____.......-.--- "-'"--<------. •-•/. . 11..„<„__ . ....................);________,, • . ...-'-1145 — i_______ X - .11.V•-t-t.4 • ' '''"'•---I----1 -.7 .--7`•••..... /.4,.. 4..)....1'IA s.:'•,:,,, '',.:. s'...„...,.. 1 c-45_,, .,•.,0741:yio / V-s'•_-•.--'--r--,--._, '. 'ILI-v.,v.i...,•.1.,LI / •A ›.1.5 y ,&'",,,- '1.V•-1..\‘C.:'... / .\ -,.•,•... 'Lik:,, i-TYi."?'6,4-. /I -•< ' E..,5-n.)‘"*". // .....,-.,.,--,...v.)/ _ c2): ...2_,..\..t 2 :;:•. 4. ,4 1 , ,..k..„...,_,- r.. c— - • , _......,/7.-47 I: •,.:S1 i t..r...ks_ 24 I rn /. --- . 5.:5L EA•ST IN 1...- \ !.-., ...\..,:-.•,.. ':•:.t....” • st.'"1-- C7-....05.',D \ \ \ \ n S-CS X )t l \ X \ 4,_,-......-•-..-..--....1 . e.. ,., 6.4" t\ • ' V.? !---- :1: • I.:. P.. - r./ •;-/ 4. 'z, x t., \\ n,1).,_, : '. ill / ,-- ,'• - . '-' ; •• -.. \ d :7; ,-. -: i' :: ' ! \ / '. ,-- \\ \ .. . ...............'.. ....."----.---------'.\\A15 --t` " 7( , \\ \ \‘ .. , .*4) Z . .;: ZARN ,c-\ \ X i., . rt / Y -- aa• ,-:$. • . QIC) 0-‘,ZI. i • . ,,k''. . csr.,-- ---cyk= --c V,...=--- -7--gcr- -e•-•• --c-v--4),---114i-,t•--\--- . . sv..• i A /Cf'cg- -4., . S-c.." 0ets-p,-- -,v;'•ce-- Z.ci-ie„,. .').26.---q(.3 . I c="" tr 1.• •. I . . ' •-r) "--(5- "‘Nr) ,,,c . I -- - --- 4 - / i • '1 -.. , . -.- .- --! -..:1..-tI/2! .-------7- ' k""-sr:,' PROPERTY OF: 1-CDA-V1--\ `--, -•'vr--12‘A- i -Trim t TOP of uvELL 3o' /-18ov 6- Percolation Tests Scale: J--"=--(..-,t-,' b-P,ou ui) XSoil Borings Bench Mark -e--0 0 , '-'1 . --1 \0•0 . 0 • Note: This system is to be constructed to meet the Minneso,a Pollution Control Agency S—P TEST/NG INC. Chapter 7080 & Local Ordinance 4f.- > / • Designed By.: r,.- -,-- ',- • / /=--(----- Note : Check all underground utilities . ,, Dote _Li_21_1=', PH. 62-497 ro IN - �_•SeV of SR�\> -.'� _ F L` ,1- �j S7y, moo'- ( 9A.n a•• tr l '3 ' ,..v `1c" SET- BACKS Sc.., t` t H' /C 4.- � ' 1 •A-S-T l HOUSE • System must be: • • . Tank ?O' from property lines >C - e .---(_---(10'--1 C4,VI,SAL w\oT 'GL11_ 1Rc,-. ,'T 7S from wells from bldgs. *StlTL- `.) -tv,=•xl-'s 11:6g Treatment area ='from lakes , streams 1?o1s� `/-1..w,�q 1-1Y Treatment area za from property lines NOTE:Power supply and switches must be located in a fU,a t-`o j1, w L� MA-N F{OtEs ri+l n 1>>" . r2.l from wells weather proof enclosure outside the pumping chamber and manhole • 13/4/..e FILL_ Zd from bldgs. I- -, I from trees1111111111111110 SOIL BORING ELEVATIONS frj 2i3min. A TH. I EL.-c77`6,2 _ / — • a L supply WPe grade._% TH."2 EL. �' Tank Tank - �H - TH"3 EL.- ' .• Drop to Tank PRESSURE DISTRIBUTION MOUND SYSTEM .L.H"4 EL- Min. I"to 8' Pumping TH`5 EL.- Max.l"to41 4- �=-P -1-.0.)-1Y-- S'-'+'R\-k-C)UJ Chamber ELEVATION at PROPOSED PUMPING : CHAMBER- `-1•Q 'b-v-9, i�1w,2 -7--l.p 4 io 6 dia.pipe _ SYSTEM DESIGN -MOUND • <o -o- " - �•� TYPE- _, 2L BEDROOM , Average percolation rate L.)2._.min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow) . o gal./day x.83sq.ft/gal. 4c1 ksq.ft.of treatment area +10% =57-1/ sq.ft. (= 10ft.width=....5,-.5...ft.length of bed area+side slope run oto I all.height= 7") ftx�ft.lawn-area needed) . Clean rock needed- .n-l') sq.ft.treatment area x 1•°S' depth of rock=, LI cu.ft-27= ) cu.yds(3/41to 2l/f dia. ,includes 2"of rock above pipe) -GoAw ---_- Clean sand fill below rock needed I .S S cu.yds. approx. , sandy loam back fill -0�' cu.yds.approx., topsoil 6" S. cu.yd. Ave-. Sx:o-�.� v_ a ) ,}L LA)ASt1O ©O 7.0 .o - O 'T"OF SO\'-(OG ��gt=1,�� �..SloyC-. _ -�9 ^•c";r•�J Number of tanks required a , 1st tank l000 gal. ,2nd tank/or o al.min.nxrns Pws ccs- .c 1J_� �o ^ cu Pumping chamber capacity- 25% of daily sewage flow of (.O a gal.=i0.__gal.+reserve storage of 15 0`Jy 1/BE 6,6 0 gal.+pipe back drainage— PROPERTY OF: 'D-1-1 S��?-Ili of 14' gal./100lin.ft of dia. supply pipe, lin.ft.needed W-1-<-, U gal.-+manifold I`<gol./IO0Iin.ft of dia.pipe,lii.ftneeded , Z gal. ,4(.,:,p \/\) --( ADW �p total capacity needed S!3Q gal.(plus area forpump) uSE. r,,�n, asc7 p,l.«,.- )- � � C) 1 M i...1 • Ni-1a1• Gt 0 • Distribution pipe� dio. , I5 lin.ft, ))y ~dia. perforations 31. "apart Pump size./..:SLI. hp. (pumpable capacity.?"_.,a-.gal. 4cycles/day) usct-I 1 ' Hu C',7-�`:::.s ?G-\ "'f}�>,-1=--- 4 0%°,I I r'+,n . __ I S-P TESTING IN' - Note : When constructing bed , this area should be shaped Note: Distance from treatment area to neighboring wells— ' ges•gned By: �- - / / to divert run-off from entering treatment area. _ / • PH , 4� DAT TIME CITY OF ORONO CALLED IN • ���iL INSPECTION NOTICE SCHEDULED a -_ PERMIT NO. G�/� �' COMPLETED i1 ADDRESS t - OWNER CONTR. /rafhS TELEPHONE NO. DESCRIPTION 1U 01 FOOTING 11 MECHANICAL RI I 16 WELL TEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADING/FILLING h 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS • 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS v 07 DEMO—FINAL 27 SEPTICMAINT. 21 COMPLAINT Lu 09 PLUMBING RI . 22 FOLLOW-UP v 10 PLUMBING FINAL 23 SEPTIC.LLNAL Z OWNER/CONTRACTOR TO MEET Y YES_NO tn • COMMENTS: W '1070 cc 0 cc 0 W z c W J C_ dWORK SATISFACTORY:PROCEED PROJECT COMPLETE ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY • ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY UO 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.473-7357 Owner/Contracto on -'te/ Inspector. 4 1 White Copy/Inspector's File Canary Copy/Site Notice DATE E CITY OF ORONO CALLED IN 6.--;•77—r5/ ,T,Q INSPECTION NOTICE /,,�� SCHEDULED Y1 O PERMIT NO. �C� COMPLETED ADDRESS /, h4y rit- /2 • OWNER YPsha' CONTR. ,-- 11///1/472C TELEPHONE NO. DESCRIPTION ,ZO('L &o Lu 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 E)QCAVIGRADtNGIFILLING Cil 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS 0 • 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS v 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT = 09 PLUMBING RI15 SEP-( IST . 22 FOLLOW-UP 10 PLUMBING FINAL 23 SEPTIC INAL Z OWNER/CONTRACTOR TO MEET)9U: YES_NO • COMMENTS: — •/iJ . la 0.613 -- cc ---7-65, 0 LW �� f 0 �0,1„,y/cc /� JC 1„� AV SAS aY , o J U- W CC Q W Z W CC d W WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ElCORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O El CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. E PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next ins • tion 24 hours i advance.473-7357 Owner/Contractor - y Inspector. A i White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN / xi" INSPECTION NOTICE /_ SCHEDULED ...4227 PERMIT NO.gri_L ��(� �C PLETEE IL 7.•39 - ADDRESS A%r/O, -. jl/17 A OWNER CONTR. TELEPHONE NO. DESCRIPTION JOSS" • 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING ti 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS • 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SET(TURN ON 17 SITE INSPECTION 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO—FINAL27 SEPTIC a 21 COMPLAINT 2 09 PLUMBING RI •w� • _ - - 22 FOLLOW-UP 10 PLUMBING FINAL 23 SEPTIC F L • OWNER/CONTRACTOR TO MEET YOU: ES_NO c COMMENTS: -/z2 CC (l)c omo /..„,,opv- U. Q W CC WCC ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY C) ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C� PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR r'CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor, it�, Inspector. -e White Copy/Inspector's File Canary Copy/Site Notice CITY OF ORONO CALLED IN g-43: h;r INSPECTION NOTICE1 SCHEDULED PERMIT NO. CO ETED ADDRESS c " , I? OWNER - f��j'L/ ' CONTR. 'J ' ".- TELEPHONE NO. DESCRIPTION 7 /nai ) , LLJ 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS O • 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS v 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT = 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP J 10 PLUMBING FINAL ' OWNER/CONTRACTOR TO MEET YOU:_ ES_NO W ,.. 2COMMENTS: la }� ak 1-- 7r'\.j e / 671.. .,1:rct7;40,4,-±icigh'il-ko I;: a � Li WORK SATISFACTORY:PROCEED PROJECT COMPLETE W 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY CI 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN E CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor on t=, / Inspector. /O /�� � White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED ��– PERMIT NO. coy COPLETED '1 ADDRESS –4/11c /1 ioiterinAk. a OWNER CONTR.-w/0 Value TELEPHONE NO. DESCRIPTION 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 S STALL. 22 FOLLOW-UP IL 09 PLUMBING RI SEPTIC FINAL 35 HARD COVER REMOVAL J 10 P BING FINAL 36 FOUNDATION/REMOVAL 445, ONTRACTOR TO EET YOU: ES_NO oy COMMENTS: — /-4,,yr OK CC 010 1-.9444-,ia1/7'r� CC 0 U- W CC W W C d W ❑WORK SATISFACTORY:PROCEED PROJECT COMPLETE CC ❑CORRECT WORK&PROCEED ❑ ISSUE 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 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor o i •: i Inspector. ,yp ' White Copy/Inspector's File Canary Copy/Site Notice