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Home My WebLink About1996-00847 - replacement septic PERMIT CITY OF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 SEWER & WATER Crystal Bay, Minnesota 55323 Permit Number: 0:047 (612)473-7357 Date Issued: - 0 C36/07/99. SITE ADDRESS: : 780 WATERTOWN RD LSV DESCRIPTION: REPLACEMENT SYSTEM Sewer & Water Permit Type NEW SEPTIC SYSTE Sewer t, Water Worte Type RESIDENCE REMARKS: FEE SUMMARY: Base Fee $100. 00 Surcharge ----------I—E r Total Fee $100. 50 CONTRACTOR: - Applicant - OWNER: SWEDLUND SEPTIC: SERVICES 5442SSSS CRAM KAY 9520 LAKE TOWN RD 3780 WATERTOWN RD CHASKA MN 55318 ORONi i MN 55359 (61 2) 442-5855 r 3 m THE UNDERS I GNEL. .HEREBY RETESTS PERMI,PERSS I ON 1'Q MANE THE RIS L ��NT' SPEC tF I ED SAND TREES Tri D ALL' WORK IN STRICT COMPLIANCE W � TTY, OF LC+RC�NCi DRUI ES AND STATS I DINE CiTA C-�tf I LD I NCa CEDER S, APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE s CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, MIN 55323 JOB SITE ADDRESS: �] O CU'A 1 E�2-T tJ 1.-� ZA a Occupancy Type: Residential Commercial Other Permit Type: New or Replacement System, $100.00 100,0v 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: eA C e A Phone Number: Gr7 3 C�F6T� City: 0�'�'yv � tip: SS <S9 Mailing Address: Contractor's Name: �wkd lei w S� {o-F!C� Phone Number: �( City: d4 Mailing Address: �tio wria gsn�r� tip: 5a3iB 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. station D. Final inspection to verify proper final cover depths and to verify e that all pump (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. A > 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 e following: ii A. Tanks: _ Precast Concrete _ Other Manufacturer eller Tank Capacities: 1) o�00 gal 2) /�F� gal. 3) leo b B. Pump Station (if required) attachum curve & Pump make & model Q�La /nG �. A jd m at p feet of head. literature); system design requires � gP -- — Outside High water alarm make & model /,,r.oF! 1 A e electrical work to be completed by installer _�e electrician other Inside electrical work must be completed by electrician. C. Treatment System: Mound Trenches: s.f. Depth of rock below pipe Rock bed dimensions /0 'x 7 Drop Boxes Sand bed dimensions &'x C-O ' Distribution Box Pressure Dist. Pipe Diam. i 1 zn" Maniford Pipe Diam. L 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 andccordance certrtfies thatth the ordinances of the all statements made on this lty and the appl cation regulations of the State of Minnesota, are complete, true and correct. S ignature of Applic ant: 4.DZ7 Date: MPCA Certification No.:_ Staff Review: Approval Denial c Reviewer: Date: Reason for Denial: CITY OF ORONO SEPTIC SYSTENI APPROVAL " CITY Of ® ONO ✓� w Municipal Offices Post Office Box 66 Crystal Bay,Minnesota 55323-0066 �k 3780 Watertown Rd. LOCATION: Catherine Cram OWNER: GENERAL CONTRACTOR: Swedlund Sept'gEPTIC CONTRACTOR: Swedlund septic SITE EVALUATOR: Swedlund Septic REPORT DATE: October 14, 1994 The City of Orono has Approved your on-site system design as of November 10 , 1994 (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. ALI,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 RONO By Step en c man, On-site Sykeffis Manager TELEPI IONE-473-7357• FAX-473-0510 ' to Swedlund SWEDLUND Septic 0 - ` Service October 14, 1994 Kay Cram 3760 Watertown Road Maple Plain, Mn. 55359 Re : Septic System Design for 3780 Watertown Road Attached please find the septic system design for the above mentioned property address . This design is for a three bedroom house using 450 gallons per day. This system will be a mound type septic system using all the materials listed in the design. A copy of the drawing for the system is attached . This design meets all zoning requirements . Sincerely, �w Swedlund Septic Service Swedlund Septic Service • 9520 Laketown Road • Chaska, MN 55318 • 442-5855 STATE CERTIFIED 4tSWEDLuNDSwedlund Septic Service Z_'Perc Test Soil Boring E Design ❑ Installation Estimate Prepared For: 1!e/ og'g/n oPd l 417-5 --q<,w p Site Address: ....................................................................................... 5a :e >t ` ` Swedlund Septic Service • 9520 Laketown Road Chaska, MN 55318 442-5855 t-19 MOUND DESIGN WORKSHEET (For Flows up to 1200 gpd) A. FLOW D-7 Estimated r0 gpd (see pages D-7 or 1-3,4,5) 0716"7m 9CIArac Rows IN GSLL043 oA7 mumm ISP[or Onlo6NC2• or measured gpd. KOOMFOOM I a II = = 300 a9 1p .Cs 3 190 300 =1• .f 200 379 aun B. SEPTIC TANK LIQUID VOLUMES ;o ;; na I 7 1090 X00 370 2vIv0 gallons (see pages C-3 or C-5) I=00 6n �« �•. C-3 C. SOILS (refer to site evaluation) p SEPTIC TANK CAPACITIES, IN GALLONS LgNO CA-ACM 1. Depth to restricting layer inches 'M"1 OA"°A= SMILAX" LIMM CMAC" INSrOSAL 2. Depth of percolation tests = 17— inches t OR 1.111,11 766 1176 3. Percolation rate mpi 1011' 1090 16.. 6006 1000 2260 4. Land slope % 1...011. 0000 7100 D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 = 46"U gpd x 0.83 sq. ft./gpd = .573sq. ft. 2. Select width of rock layer (10 feet or less) _ /d ft. 3. Length of rock layer = area+width = 3 7 3 sq. ft.+ _Lb ft. = 3 7 ft. Rock Bed j•j.j.j.r r j•j•j j r•j• .j j 1', tdth 510 E. ROCK VOLUME j'r•j•r•j•j•j•j r•jM•j•j•j•j �-- Length 1. Multiply rock area by rock depth to get cubic feet of rock; A 7jsq. ft. x / ft. = 3 73cu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; �3 cu. ft. +27=14 cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; . . cu. yd. x 1.4 ton/cu. yd. = LU tons. F. ADSORPTION WIDTH 1. Percolation rate in top 12 inches of soil is Z49 mpi E-16 2. Select allowable soil loading rate from table on page E-16; AUMOALA L"CING MM CWULSY.0N=..N (.O gpd/ft2 W."�. N• O.Y r....1.M• 3. Calculate adsorption width ratio by dividing rock layer ..1. • Lae f.N ..N LN loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 1.20 gpd/ft2+ �bo gpd/ft2= 2 .0 y .. •.. .... 6.72 I.N f..7 .1 •Ife e.f. .a6 ..N ..N Check this value on page E-16. 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; _fix 2 ft = 240ft i i E-20 DOWNSLOPE DIKE WIDTH 1. If landslope is 3% or more,subtract rock layer width from adsorption width to obtain minimum downslope dike toe ZO ft-_/ft= /0 ft 2. Calculate mound height at edge of rock layer on downslope side; a. Determine depth of clean sand fill at upslope edge of rock NOU layer: Separation V I3� feet b. Multiply rock layer width by landslope to determine drop - in elevation; Slope Difference 2WMRSMM-LOPetinrROCRMforM /0 x 1 %+ 100= 7 ft , c. Add depth of clean sand depth of clean sand for separation at downslope edge to depth of rock layer to depth of soil backfill to get mound height at downslope edge of rock layer; ift +Jft + 1 ft+ ft $ ft d. Enter table on page E-18 with landslope and downslope dike ratio. Select dike multiplier of S-1 S e. Multiply dike multiplier by downslope mound height to get downslope dike width:� = z/ ft g. Compare the values of step G.1 and Step G.2.f. Select the greater of the two values as the downslope dike width; 2 I feet Ro&leyer wwth(d21 h. Calculate upslope dike width using upslope mound height and upslope dike multiplier from page E-18; e��17:: -211 X -3. 1" /Oft Up.bpe dike width(h) L Total mound width is the sum of upslope dike width plus Downslope dike width(e) rock layer width plus downslope dike width; /D ft+1Q ft+ Z/ ft= AL-ft 3. If landslope is 2.9 percent or less,basal width includes both the upslope and downslope dike widths. a. Calculate downslope dike width using steps G.2.a. through G.21, feet b. Calculate upslope dike width using upslope mound height and dike multiplier from Page E-18; x ft= ft c. Add downslope dike width to upslope dike width to rock layer width ft+ ft + ft= ft Vownslope Upsiope 3:1 41 5:1 6:1 7:1 3:1 41 5:1 &1 74 8:1 s elope 0 3.0 4A 51) 6.0 7.0 3.0 4.0 SA 6.0 7.0 8A 1 3.09 4.17 576 638 753 2.91 US 476 SA6 6S4 7A1 2 3.19 435 S56 682 8.14 253 370 454 536 L14 L90 3 330 454 598 732 8l6 2.75 357 435 Sm 5.79 6A5 4 3A1 476 675 7M 9.72 2A8 3AS 417 454 SA 6A6 S 353 SAO 667 857 10.77 2AI 333 4.00 4.62 519 571 .13 3US 4AI 03 SAI � 633 1154 1S7A9 1034 � 2A2 434) 3S7 4A5.70 4M4A709 4AS 9 4.11 62S 9.09 13.04 18.92 236 L94 3AS 3.90 430 4A5 10 479 667 10.0 15.00 7333 231 256 333 3.75 412 4A4 11 4.48 7.14 11.11 17AS 30.43 276 278 323 3A1 3.95 476 12 4.69 769 1250 21.43 43.75 1 211 270 3.12 3.49 320 4A8 PRESSURE DISTRIBUTION SYSTEM 1. Select number of perforated laterals .3 2. Select perforation spacing = 3 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. Rock layer length - 2 ft. = 3s 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 OF PERFORATION DISCHARGES IN CPQ' Head Perforation diameter(inches) Length perf. spacing = 3S ft. + 3 ft. _ spaces 7/32 1!4 (3) (2) 1.0a 0.56 0.74 1.5 0.69 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 / 5.0 1.26 1.65 spaces + 1 =_1 Z perforations/lateral aUse 1.0 foot of head for residential systems. bUse 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 3. Z Munn IDW"WabW O( 6D p0f mmm pf Wat W X --L- - 34 perforations. 8� .l01 '''" laterals perfs/lateral- P tr„� 1.25 inch 1.5 inch 2.0 inch 2.5 14 18 28 7. Determine required flow rate by multiplying 3.0 13 17 26 number of perforations by flow per perforation 4.0 11 15 235 (see page E-17) 5.0 10 14 22 �¢ = z perfs x Vm/perf gpm- E-15 "W VLD UWAM.,oo OF P,a..r D6M.R,D.$R W 8. If laterals are connected to header pipe as shown on page E- 15, select minimum required lateral diameter from table on page E-17; enter table with perforation spacing and number of perforations per lateral. Select minimum diameter for perforated lateral = Z 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 s"`'�` number of perforations per lateral will be approximately one �� half of that in step 8. Using these values, select min'pm diameter for perforated lateral from page E-17 as � -0..-0m �� inches. PUMP SELECTION PROCEDURE A. Determine pump capacity: Gravity Distribution END PERFORATION OF A PERFORATED LATERAL 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of �Grou cover water use rate. Topsoil 2. Maximum suggested for delivery to a drop box of a home system is 2,700 - - Layer of Geolexille Fabric(or lour- gallons per hour(45 gpm)to prevent build-up of pressure in drop box. Loomy Sand Layer arch layer of hay or Wow covered wdh red rosin paper) er' �or a veY"-`- Perleroti 11 orllled flonronloll Pressure Distribution tt' r"'' i!!' -into P flex 3. a. Select number of perforated laterals /�Plus AI Least 12.10 Edge r Top y �t Drain Field.Rocha -� ( of Rock Layer b. Select perforation spacing= ft. P..rurutlone Located at c. Subtract 2 ft.from the rock layer length. clean sand Layer Bottom of Lateral yet ngt -2 ft.= ft. OrI0lnal Soil Properly Seorified d. Determine the number of spaces between perforations. Before Placing Sand Layer Length perf.spacing= ft.+ ft.= spaces TABI.F.OF PERFORATION DISCFIARCES 1N GPM e. spaces+ 1 = perforations/lateral f. Multiply perforations per lateral by number of laterals to Head Perforation diameter(inches) get total number of perforations. - - - perforations. y7/32 ��' x s tent - 1.03 0.56 0.74 0 0.69 1. g• X gpm. 2. b 0.80 04 pert, gpm?-pert= 2.5 0.89 1.17 3.0 0.98 1.28 SELECTED PUMP CAPACITY gpm 4.0 1.13 1.47 5.0 1 1.26 1.65 B.Determine head requirements: aUse 1.0 foot of head for residential systems. 1. Elevation difference between pump and point of discharge. bUse 2.0 feet of head for other establishments V feet 2. If pumping to a pressure distribution system,add five feet for pressure required at manifold S feet 3. Friction loss 1 Pipe Length a. Enter friction loss table with gpm and pipe diameter. r Point of Discharge Read friction loss in feet per 100 feet from table. F.L._ .S t ft./100 ft of pipe Difference b. Determine total pipe length from pump to discharge Ef___EIe,,aLion ump 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 2 O x 1.25= ZZ, feet gpm Friction loss per 100 R 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= Z S" x �,.tr�"r +1(x)=I feet 14 1.28 0.38 4. Total head required is the sum of elevation difference, 16 1.63 0.48 special head requirements,and total friction loss. 18 2.03 0.60 s l� �1 20 2.47 0.73 0.11 43.73 1 1 0.16 + + 5.230.23 1;11 7.90 0.30 (1) (2) (30 40 11.07 2.64 0.39 45 14.73 3.28 0.48 TOTAL HEAD -�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 7 gpm (Step A) with at least_[(0I_ feet of total head (Step B). Sizing of Pump Station 1. Determine Surface Area T Width Rectan lc-Area=L x W x�__—4,r square feet Length 1 Circle=Area=n x(Radius) 3.14 x x = square feet Radius Other=Get Surface Area from Manufacturer a=3.14 square feet 2. Calculate Gallons Per Inch There are 7.5 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 I+12 inchs per foot --440 x 7.5+12 =$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) (gpd) (1Q+ Z )x 2 gallons Number = 33(o$ of Type I Type It Type III Type Bedrooms 1 V 4. Calculate Total Pumpout Volume a. To maximize pump life select sump size for 4 to 5 pump operations per day. 3 a 0 300 218 60% +4= ��3 of the gpd gallons per dose 4 600 375 256 values b. Calculate drainback 5 750 450 294 in 1. Determine total i length, Y 0 feet. 7 1050 600 370 900 525 332 X 1 I. pipe $ n or 2. Determine liquid volume of pipe,f74 gallons per 1(X)feet. 8 1200 675 408 c,1°,ym 3. Multiply length by volume: Drainback quantity= 20 feet x17#4.gallons/100 ft._-.T—gallons. Pipe diameter inches Gallons qr 100 fmi c. Total pump out volume equals dose volume+drainback 4.49 /13 gallons per dose+ 3 gallons= // gallons 1.25 7.77 1.5 10.58 5. Calculate Volume for Alarm(typically 2 to 3 inches) 2 17.43 Depth(in)x gallons/inch 02)= 2.5 24.87 x 2 = gallons 3 38.4 66.1 6. Calculate Reserve Capacity(75%the daily flow) Daily flow(see page D-7)x.75= 4S D x.75= 7 gallons 7. Calculate total gallons Reserve Capacity gallons over pump+gallons pumpout+gallons alarm+gallons reserve capcity #3+#4c+#5+#6 3Sli + // +r4O +-?-?7 =8& gallons Y Alm 8. Total Depth (Total gallon divided by gallon per inch) Pump On Total Gallon(#7)+gallo /inch(#2) To 1 Pumpout Volumc v rs' +28 _ 0 inches Pump Off 9. Float Separation Distance(equal total pumpout volume) Pump Height Total pumpout volume 040+gallons/inch 02) 116+_8= 41 inches PERCOLATION TEST DATA SHEET Teat hole location �7 O ,e ,CU� Hole number 1�—?e � Date test hole was prepared /0 Depth of hole bottom, inches. Diameter of hole, (,11 inches. Soil .data from test hole: Depth, inches Soil texture /- / Z Method of scracchinR sidewall /I4;/S Depth of pea-sized gravel in bottom of hole, inches. Date and hour of initial water filling /O Depth of initial water filling, inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours 11,E Percolation test readings made by -SCvE ,t3 C7 on a. M-ximum water depth above hole /b starting do-S--�4 ,eyo , (date) .m. during test , Fj inches. 'Time Percolation Tia►c Interval, Meat;uremcnc , Drop in water rate, Remarks Minutes inches level , inches minutes per inch /W� 411 s 01 r S.r- , s ,lo $•Jo IS- /S' Jv PERCOLATION TEST DATA SHEET Teut hole location :37 '0 e;y,4 Z.4, Hole number. Ze-_22- Date test hole was prepared /0.4/_-74 , Depth of hole bottom, /Z inches. Diameter of hole, _k inches. Soil .data from teat hole: Depth, inches Soil texture Method of scratching sidewall -VaZ ; Depth of pea-sized gravel in bottom of hole, inches. Date and hour of initial water filling //—q f q•yav l01 Depth of initial water filling, / inches above hole bottom. Nechod used to maintain ac lest 12 inches of water depth in hole for at least 4 hours Percolation test readings made by cd on J o..S- qAV &cartindo a' 'b .0.7 Maximum water depth above hole (date) .m. during test , inches. Time Percolation Time Interval, Meatiuremunc , Drop in water rate, Remarks Minutes inches level , inches minutes per inch 0.r» I .A -14— .�.�- PERCOLATION TEST DATA SHEET Teat hole location:g 28o &(,471,,-14 Paw d Hole number hoee Date test hole was prepared 10:41—9f _ , Depth of hole bottom, 14 inches. Diameter of hole, �_ inches. Soil .data from test hole: Depth, inches oil texture Method of scratching sidewall /1sJ4I�S Depth of pea-sized gravel in bottom of hole, 2 inches. Date and hour of initial water filling L& - ¢ 4!dw /).41 Depth of initial water tilling, t Z inches above hole bottom. Method used to maintainc least 12 inches of water depth in hole for at least 4 hours 4L, Percolation test readings made by �Wg on q4 scartinb acRoo a. Maximum water depth above hole (date) .m. during test , inches. Time Percolation Time Interval, Meatiureaiunc , Drop in water rate, Remarks Minutes lnchcs level, inches minutes per inch B. C)C) V o � .�'� Z °► /o LO ICS d . .s O r LO z o Lomas of Soil Borings Location or Project 27do &111911k e_ Borings made by a4>ZO(x/'n/ Date /49- Classification System: AASHO USDA-SCS X. Unified ; other _ Auger used (check two) : Band Y\.. or Power ; Flight or Bucket V other Depth, Boring number L —^_ _ Dopth, Boring numher del- in feet Surface elevation in feet Surface elevation b-z® n-i9, 2 /q c/ �9�j Be�✓� /A y 3 _ 3 l C, 3 / o i;oE e �� 4 S — S — 6 — — 7 — — 8 — — 9 — — 10 End of boring at feet. End of boring at ¢ 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 do Not present in boring, hole ti0 Mottled soil : Mottled soil : Observed at 21 Z feet of depth. Observed at feet of depth. Not present in boring hole Not present in borinr hole Lo-&s of Soil Borings Location or Project Q 6014"&4e GpAd Borings made by St-,EC//c/"J d Date AO- w7l-9 -r- Classification System: AASHO USDA-SCS x Unified ; other _ Auger used (check two) : Band X or Power Flight or Bucket X: other Depth, Boring number S -227- _ Depth, Boring number in feet Surface elevation fee[in Surface elevation D- 17 2 — �..�►�► ��►ate 3 — 30 p1t0e, L'. l11A� — 4 — — S — 5 — 6 — — 7 — — 8 — — 9 — — 10 — 10 — End of boring at `i, feet. End of bor-ing at 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 tiQ Not present in boring hole Mottled soil : Mottled soil : Observed at _Y, feet of depth. nhserved at feet of depth. Not present in boring hole — Not present in boring hole . � �^I - ILL a i j w r R � S-7 O �- ovo rn a� J ? Ito c z �. T 2L �• , C 4 m _J Y. z -V-V ?, ac x n u u fi cmto N w 110.. Ib JIV Ob O � N 6-1 Q c 01 1 I � DA E T M CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. 5C q 1 C MPLETED n ADDRESS OWNER CONTR. TELEPHONE NO. >� DESCRIPTION Ak 01 FOOTING 11 MECHANICAL RI 18 EXCAWGRADING/FILLING y 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETIANDS p 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 2 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UO 08 PROGRESS v 07 DEMO--SITE 27 S 21 COMPLAINT tQ 07 DEMO—FINAL 5 SEPTIC INSTALL 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL Q 10 PLUM ,, / 38 FOUNDATION REMOVAL / 2 OWN TO MT l W: f� cc„ COM � cc a � o _ � oz o Z W cc Q 12 i W W d WORK SATISFACTORY.PROCEED ❑ PROJECT COMPLETE W cc ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W Q ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C 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 OwnedContracto Inspector. White Copylinspector's File Canary CopylSite Notice ATE TIME CITY OF ORONO CALLED IN Z 9� INSPECTION NO ICE SCHEDULED PERMIT NO. D 7 COMPLETED ADDRESS I fi57 OWNERCONTR. TELEPHONE NO. 4`1.2 DESCRIPTION -2-L 01 FOOTING 11 MECHANICAL RI 18 D(CAV/GRADING/FILLING rQ 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS p 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS v 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT W 07 DEMO—FINAL C INSTAL 22 FOLLOW-UP Z 09 PLUMBING RI SEFnC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO MEET YOU' YES_No ti COMMENTS: Y.�,1!111v_-2!�2�-1000 W a77 7 � _ I J O O LL W cc Q 2 W W 0: VO a WORK SATISFACTORY:PROCEED PROJECTCOMPLETE W W ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. CPHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OWnedContract Inspector. White Copylinspector's File Canary Copy/Site Notice 4 .. DATE TIME CITY OF ORONO CALLED IN INSPECTION NOT CE SCHEDULED 7/ s PERMIT NO. o � M ETED ADDRESS OWNER CONTR. TELEPHONE NO. DESCRIPTION 01 FOOTMICi /1 MECHANICAL RI 18 EXCAV/GRADING/FIWNG H 02 FRAMING 13 MECHANICAL FINAL 18 LAKESHOREIINETLANDS 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS v 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT W 07 DEMO--FINAL 15 SERnrJWALL 22 FOLLOW-UP = 08 PLUMBING RISEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION REMOVAL Q OWNER/CONTRACTOR T91JEET YOU: _N y COMMENTS: ok j o v a cc 0 LL W cc Q 2 W W cc O W ❑WORK SATISFACTORY.PROCEED /FS'SUE ROJECT COMPLETE Qc 11 CORRECT WORK 5 PROCEED CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V 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 OwnedContractorAn Inspector. White CopyMnspectoes File Canary CopylSlte Notice