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HomeMy WebLinkAbout1996-007974 - new septic PERMIT L 1 CITY OF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 Permit Number: '= 15E 4tI WATER Crystal Bay, Minnesota 55323 0 (612)473-7357 Date Issued: OS/21/96 SITE ADDRESS: 890 OLD CRYSTAL BAY RD LSV P. I .N. ' -q-117 :2-12-000=, DESCRIPTION: NEW SEPTIC SYSTEM Sewer u Water Permit Type NEW SEPTIC SYSTE Sewer �� Wat•er Work Type RESIDENCE REMARKS: FEE SUMMARY: Base Fee $100.00 Surcharge Total Fee $100. 50 CONTRACTOR: - Applicant - OWNER: MARTY EXCAVATING 56572543 LAKEWOOD DEVELOPMENT 7185 RUT7 LAKE RD :390 OLD CRYSTAL BAY RD MAYERMN 55. 60 ORMN 55391 _ONO (612) x,57 548 (r,12.�47.3-25:38 THE UNDERSIGNED HEREBY REQUESTS! PERMISSION To . , E THE SPCC I IED ;AND ;AGREES TO DO ALL Old:: IN STRICTG I ORONO ORDINANCES ! © STATE OF.kl ; S rtA MID IN 0� 1IR NT iM i - ✓1'n QRZ C.�C�/i(/� APP ANT/PERMITEE'i 1ATURE ISSUED BY:SIGNATURE • CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, MN 55323 JOB SITE ADDRESS: V 7`. ' /e-C2 c---/pez," Occupancy Type: Residential X Commercial Other Permit Type: j.stgigplacement System, $100.00 Repair Existing System, $ 50.00 (Tanks or Drainfield) 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees Owner's Name: a-he PhoneNumber: q 7 3 g 8 Mailing Address: City: vP: Contractor's Name:/),2 /ji-Dy's ,Y c PhoneNumber: l 7 —z SY S Mailing Address: 7/5 5' , ‘...e7-2 '- IEP City: !17 py..#- Zip: .5-'$"3� 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. is required C. Drainfield trench installation prior to covering. For mounds, inspectionq 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 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. 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 design including the City of Orono Septic System Approval Cover Sheet. 2. I will be installing the following: A. Tanks: . Precast Concrete Other Manufacturer f A-eC4_S Tank Capacities: 1) /ozpo gal. 2)/6 oe gal. 3) leo() gal. B. Pump Station (if required) Pump make & model R,81.5- 41 (attach pump curve & literature); system design requires6 gpm at °Z/' feet of head. High water alarm make & model f? fd -s' . 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 /D ,x �/3' Drop Boxes Sand bed dimensions q' Distribution Box Pressure Dist. Pipe Diam. Q Maniford Pipe Diam. D. Final Cover/Topsoil to be: �orrowed from site (sew 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. SignatureofApplicaneA4 s Date: MPCA Certification No.: 7 Staff Review: Approval Denial Reviewer: Date: Reason for Denial: • S-P TESTING, INC. Steven B: Schirmers — MPCA Cert. No. 627 • 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 C April 24, 1995 Melamed - Lauer Partners F'�JtisE� •5-�� - "74-- French Preserve Lot 4 Orono, Henn. Co. , MN This On-Site Sewage Treatment System is Designed for a Type 1, Four bedroom home Designed in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The soils on this site are a clay loam. A seasonally high water table was located at 1 ' to 2 ' 4" , (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 11.6 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. 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. All neighboring wells are located greater than 100 ' away from the proposed treatment area. Keep all heavyequipment 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. CONT'D t t Lot 4 French Preserve Orono (2) 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 into the septic tanks. Garbage disposals are not recommended. Excessive amounts of soaps, cleaning agents & chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not recommended. Recommend to pump & clean your tank through the manhole by a certified pumper every year if you have 1 tank and every 2 years if you have two tanks. <E.- 6111 Steven B. Schirmers SBS/ds \ -S►` - . -1" 13%IS5 '� :r. \131 v UI t ''' - :42e,_54.__31 , , F\ -x ei4 t•O L S 411A\--, 9 a.. SET- BACKS I o' 9` io ' I HOUSE System must be: • Tank 2.-0_. from property lines • X- SP --fit o o-A czAN SICI-\— wVC)-CN .2 . from welts \f•-‹ . t'-1t.-1'P---w ._ .\� _ 2 from b'dgs. ' t-‘15 --,0 ::..c, 114 -1-‘.4., _ „,"" • on • Treatment area =a from lakes,.2 streams . uourc=q4 ,•- -(v K NOTE:Power supply and switches must be located in a �>}Nt✓s s ��c� Treatment area from property lines MA>a►4o�5 » .t�." �from wells weather proof enclosure outside the pumping chamber and manhole •I 6�►crF,« ao 'from bldgs. ''I i L from trees admin. I \Ia. "73.0 t ty -11 SOIL BORING ELEVATIONS • PJ — - 94 t.o TH'I EL -zula.. -CU'tle-9,-0.L, tr5,a` I ; da.supply _ rede�_%TH. 2 El. s1z9 z"`as-940-, / Tank Tonk �('' ,ss.o , 11 g TH!3 EL-. Drop to Tank I 1 ��9PRESSURE DISTRIBUTION MOUND SYSTEM TH"4`I 9y.v . Min. I"to 8' ! k 3 s.x�Lq �%)A c s,,�,�.-ups TH`5 EL.--22 °. Pumping ,�,�� ,�. v��s,' - -rrrs-f Max.I"to4. 4 v..- ... ...? To,)-1`-S Sl-V4tk.-ouJ Chamber ELEVATION Cl PROPOSED PUMPING . •4 o to 6"dia.pipe - CHAM$_n-939.o- L V i ' 3t . QY4--on, -co"? a F 15u?'-' - -94$.o SYSTEM DESIGN -MOUND L.0 •p&,,ir_- 9y°.o TYPE— _, ...9._ BEDROOM , Averoge percolation rate 14_k_•min./inch (design.83sq.ft treatment area pergol.of daily sewage flow) • • oo gal./day x.83sq.ft/gal.` ,sq.ft.of treatment area 410%_ _42 sq.ft. (=1Oft.width=5 ft.Iength of bed area+side slope run y to I x. height= '�°_ftx1.J..ft.lawn-area needed) aeon rock needed— . 2sq.ft.treatment area x /oS depth of rock=�?9.__wit 4-27=a)_cu.yds(3/4ito 2 I/i'dia. ,includes 2"of nock above pipe) - o Clean sand fill below rock needed )9 0 cu.yds. approx. , sandy loam back fill.3i-a.yds.approx., topsoil 6" 'cu.yd. 1:1‘.W--. 5141-1.- o�•P'C V - /, uJ As ((��t QY�t���—Co._Avo_logo _Co�t'oP sos�EoF-._l�R4tst��_3s.o4� 0 Co G�Y�) Number of tanks required a , 1st tank )00D gal. ,2nd tank/Oa 1) gal.minrrxms hits 4tlrr,P1t4i,, €.-? 7h1m' E9- t.)1 S '0 Z- as-9LS Pumping chamber capacity- 25% of doily sewage flow ofo o gal.= LCD gal•+reserve storoge of 15 Ogat 1/B oo gal.+pipe bock drainage— PRO?:.RTY G.-:' \ u -c:-A-4‘- of IC/ gal./1001in.ft.ofd"dia. supply pipe, Iin.f1.needed. , 32ga1.4monifo!d_L'szgd./100lin.ftof a.."dia.pipe,I•ri.ft.needed'L , z .go!. Terve-c,w?s total capacity needed�_gol.(plus area for pump) Lis Thin. loo a ggLcap- -cEu(-N.1• Ws"`. V \�-<<•i Distribution pipe Oa"dia. , )sc lin.ft., '29 "dia. perforations mss- "apbrt cy-n--O V11-1• 1-VV-141 • c 0• Pump size uh' hp. (pumpabte capacity -got. 4 cycles/day) u s.o a i H O-Ao v.v.css _p_x_Sa�3t3�10'� 4 D 0,1 t!.m.n. 9 I S-P'LES77/yGNC Note: When constructing bed f:- , this area should be shaped Note: Distance from treatment area to neighboring wells— Designed ° �.��iii�y¢¢---= to divert run-off from entering treatment Brea. L'�� -� °O s ()etc:j /a5/3l, PH. 612-497-3566 f IDV-4J£ S-V31 ... - 4'1354t u' '� "t-/y0.7 44 6,� x M 3S ��.- _7 }� F/. Eby/ f- Q4:l� '� '(..{4Gr G N X a4 �/{�( \ !- 9 TY(S I /1' I t5Yo.3 W'F/f\.A�'0 °.� / I CVO`�S{Nib 0 Su?P�K+01 11-14- !/ ou? CrlWe#¢•T 934.•0 �� I �� 4 SNp?% 1 mote('St)Ybult.t�'CVO. y,'I s'o *:,: �+a s. .r 7 k elk 93S.5•r+ t 4- - t - �' < In' surrfdA I r.Ou) 420.uC ' ' I 9,4.0 �, I F ; • �� < 2' -- � ®S I.• 9YC.0 • pp qc - - WO.O A • s' vier,* t . �` wevii ,o'Y.t.>"Roti. i - _ upq ' E - 1vv�4i t+�a Q ^< L11'A+MBer¢- -----_— S y t94r,.T ao - So' 150rftR - SA- A..4'- '/) -41.3_ j I n 124 O5 -1-'4\1 T 1 ®x 1 i 4-4'I. a • t r. l��� , ‘1,1t,.+1\4.41.. y T'\ �'1.-®�i^ -.�9_ 9.� '— ) Z. °{3L+ F►1'irc‹.- / `�/ \ - \ �� \ t. , 'Jr'x. P Ao...L. )44,t-AV`4 Szt%hy1^f!‘'C O�� - Ocr -C- ,11 Fx�r,\b)o�1svr- ! - a-—-\�=_-+7EL= 5 4Zu4erse� -CR'EA-05 •4s WV -o ik4 �- i`- I v �9' l9' . i. �G3 10 tRorEF CcR�'ER 3.5-3' I ,.,� -'�1-9 ro s. `� ,� PROPERTY OF MEN.A thtio 4 L A- ' - St-so r�.-fi o t S S 'r �' — " S Percolation. Tests Scale: 4- - �� Coco Vgou�i�gt. 14+L.. °.�'f�o'r XSoil Borings ?A4�Ct-�C�S _ ,2 e Bench Mark o 'F���c�d 4•V-^ S-CN, V..°-T" y 0 4 - - o M1-1. �1 i3• CO Note: This system is to be constructed to meet • - -•-- the Minnesc.o Pollution Control Agency S-P TEST/NG INC. Chapter 7080 & Local Ordinance Q Designed By': ‘Z.../1.----- 6• �iJ'-��— Note : Check all underground utilities �'"'Y""' "u�`' Dote `�./t'if3� PH.6:2-497-3566 MOUND DESIGN WORKSHEET (For Flows up to 1200 gpd) A. FLOW Estimated Sewage Flow in Gallons per Day(gpd) I Estimated 1,o 0 gpd Number of Type I Type II Type III Type IV or measured - x 1.5 = ` gpd. Bedrooms 2 300 225 180 60% 3 450 300 218 ' B. SEPTIC TANK LIQUID VOLUMES • 4 600 375 256 .,,,v 5 750 450 294 is oZ-/ODD gallons 6 900 525 332 7 1050 600 370 or% `' a`/ 8 120µm � 675 408 C. SOILS(refer to site evaluation) ` Number T� � 1. Depth to restricting layer= 1 inches Bed°of 2. Depth of percolation tests = ) a inches `°""' (Whoa) 3. Percolation rate i t. (.• mpi 230<'4` 1.000 1.s o 4. Land slope a % 7 or 8 2.000 2.250 000 over 9 See fig.C-6 (z 1.5) D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer:A x 0.83 = oo. gpd x 0.83 sq.ft./gpd = 1-1,02sq. ft.-1-►oho-.S V) 2. Select width of rock layer(10 feet or less) = /0 ft. 3. Length of rock layer = area s width= Rock Bed S4'7 sq. ft.÷ /o ft. = 5. ft. ti•ti•ti.ti•,.•�.,.•1•ti•ti•,,.,,•,.•�•ti•,.ti r•r•f•r•r•r•f•r•r•r ttte:r•:4•Z: .:width _<10 ft. \•ti•ti•tiKK•ti•tiKKK•1,•ti•ti•ti•ti•ti rzf~r20,31.ott24trozo:+1.01.0.te:#:0:011 I E. ROCK VOLUME �- Length 1. Multiply rock area by rock depth to get cubic feet of rock; s`-t') sq.ft. x /.oaf ft. = .S-7,4 cu.ft. 2. Divide cu.ft.by 27 cu. ft./cu. yd. to get cubic yards; Soy cu.ft. ÷27= a I cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; a) cu.yd.x 1.4 ton/cu. yd. = tons. F. ADSORPTION WIDTH 41r4-`e )..01 0,1.1 Absorption Width Siring Table 1. Percolation rate in top 12 inches of soil is 1). �,mpi percolation nape cows Raded Minutes pe inch Soil Texture lar sr: m 2. Select allowable soil loading rate from table; Faster than 0.1 Coarse Sand 1.20 1.00 d d/ftz 0.1 toy Sand 1.20 1.00 0.1 to 5 Fine Sand" 0.60 2.00 6 to 15 Sandy Loam 0.79 1.52 3. Calculate adsorption width ratio by dividing rock layer 16 to 30 Silt Loam 0.60am 2.40 loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 46 to 60 Cla Loam 0.45 2.67 61 120 1.20 gpd/ft21 ,y gpd/ft2= a.Vr7 . SlowerOthan 120 Clay 0.24 5_00 ••Sod having 50%or more of fine or very fine sand 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; x lo ft= at-e) ft • G: DOWNSLOPE DJICE WIDTH • 1. If landslope isoi,'4more,subtract rock layer width from 7)'=. adsorption width to obtain minimum downslope dike toe ..,. ? t,.'i ft- 10 ft= ) ') feet 2. Calculate Minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation /.,_ feet b. Multiply rock layer width by landslope r feat cover to determine drop in elevation; . t foot Ro ;e0 Slope Difference seperetIon /0 x . %1100 = •-- feet " Slops Dlfferenee• �'2- et Upsiope Width c. Add depth of dean sand for separation (2a) .L-_feet Rock Bed Width at upslope edge,depth of rock layer(1 foot) to depth of D__feet Downslope Width cover(1 foot)tofind the mound height at the upslope edge - f tet of rock layer; ).,c-- ft+ 1ft+ lft= 3.Sfeet d. Enter table with landslope and upslope dike ratio. Select dike multiplier of 3 • e. Multiply dike multiplier by upslope mound height to find upslope dike width: 3.S x 3•') = ).• feet • f. Add depth of dean 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,S ft+ . a ,ft= 3.7 feet . g. Enter table with landslope and downslope dike ratio. Select dike multiplier of 9.3 h. Multiply dike multiplier by downslope mound height to get downslope dike width: 3.2 x 4.35= ) tr 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; 4/ :: :'iii:iY o.iisiia•iSii?ii?i::::i:ti<!:::?':?%:FGitqa::i : r) feet , ( :..:,:.,.::..r.?.:::::.:: :::::::.::'.:,?.: :.?: t �:;; :�::'.::':UDf10iiai •••e•WtOtn`:S':q:':s.k?:;-.•,•.:o::S:::::•::::::;•?:.•?:..::<.:c;::....,.:.,;...irn:.: :.;.:; y fix- ,M,:.,,. ;.:::.ry,._ .::>, .-;..::.?:ig j. Total mound width is the sum of `'i. feet :. t ? :'. _::. '��� `:j�,5:::N:<«u,.K:.N•..,x•.?rw:: x �;�q .t�;C :�.�.�-�)��.t•?....••;;t• .o• .,xpT`<:�:{f'; j�X M o:^:?........{X?ai 4.1i• ?':•••v:i.i?4;f.:.. ?:::tis?...:5',,.,.. . • • • • • C• upslope dike(G.2e)width plus rock :;•ic:iiis:::>':::<'x: <<<_<3:>:<i: layer width (D.2)plus a UDSIODI~W dtn . . . . feet : : : :.. _ Uos o.Width feel downslopedike width .Zi 3 >::::x. •< . <:- {>.t . :�<;«<:>.: ::;<.: ::v..yA..v,.; - r..t !3 ft+ io ft+ lel ft = 4 0 feet 1 '`` A < < . ..3 >:wn.i'i :iMi:n .:.:..: length `D s 00• 0t k. ... Total ofmound is the sum of ..$..::.?:.???:;?>>v�::.?:.:. feet .:.::.::.,:�::;:??::is?;:.: upslope dike width (G.2e)plus rock layer .:,..•:%.*::::::::::::::::::::::::::::::::::::::,: :: <•,,,:;:::: :::'ti : :is:=`8'si:'3:: a:;:`:'::::%::::`,, ? P Pe Y length(D3)plus upslope dike width G.2 e • C = + 1 ft + ft 13 ft 4S feet 5 3� )7 ' 5 S ) 1 ,. `/p, �..i: : .y..... .4567•... . .... . : . O / Total Length Downslope Lpslope •• - 3:1 4:1 5:1 6:1 7:1 3:1 4:1 5:1 6:1 7:1 81 %elope 0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8D 1 3A9 17 526 638 7.53 2.91 3.85 4.76 5.66 6.54 7.41 • 2 219 5 S6 682. 8.14 2.83 G) 451 536 6.14 6.90 3 330 434 3.88 7.32 8.86 2.73 57 4.35 5.08 5.79 6.45 4 341 426 6.25 7.89 9.72 2.68 3.45 4.17 4.84 5.46 6.06 , : 5 353 5.00 6.67 857 10.77 2.61 333 4.00 4.62 5.19 571 ;.i•' 6 3.66 5.26 7.14 938 12.07 254 323 3.85 4.41 4.93 5.41 7 360 556 769 1034 1323 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 4.04 4.49 4.8 9 4.11 625 9.09 13.04 18.92 2.36 2.94 3.45 3.90 4.30 4.65 10 429 667 10.0 15.00 2333 231 2.86 3.33 3.75 4.12 4.44 11 448 7.14 11.11 17.65 30.43 276 2.78 3.23 3.61 3.95 426 12 469 7.69 1250 21.43 43.73 221 270 3.12 3.49 3.80 4.08 t . F-17 PUMP SELECTION PROCEDURE no PERFORATION OF a PERFORATED LATERAL A. Determine pump capacity: 1 G...Co..t Gravity Distribution Tipi1I -,� 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of = ,:._' (`�.(.t«c..w.t..rrte,.t..• water use rate. ... S0i°un-• • ^;,=„.' WwN o.o., 2. Maximum suggested for delivery to a drop box of a home system is 2,700 .77,■.,r-ammis P.7:-..,:::-iatet•.o,„,»..0i, l..t gallons per hour(45 gpm)to prevent build-up of pressure in drop box. 1,•.„w N , .E.,, . Pui.ratt.r laat.d.t Pressure Distibution . ct..t. -la,. B.tt.ttt.1 L•t•^t 3.a. Select number of perforated laterals 37 . • b. Select perforation spacing= 3 feet .,., Seurilted , ,,.. L„a c. Subtract 2 ft.from the rock layer length. - -2ft= _s'z, feet. Reck layer lasygli d. Determine the number of spaces between perforations. Length perf.spacing= ft.+ ft.=___La spaces Required Perforation Discharge e. 1') spaces+1= 1 V perforations/lateral in gallons per minute(gpm f. Multiply perforations per lateral by number of laterals to 114 9 Discharge , "a get total number of perforations. x ,,t.4_ .<M perforations. Head j �2 "fed g. 1 x-;7.4...al.)gp in. .. l.gpm. . 1.0a 0.56 0.74 SELECTED PUMP CAPACITY 9 i) gpm 2.Ob 0.80 1.04 • B.Determine head requirements: a.Use for single family homes 1. Elevation difference between pump and point of discharge. b.Use for all other applications H feet 2. If pumping to a pressure distribution system,five feet for pressure required at manifold if gravit ystem,zero. SS feet 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. Pipe Length ' Read friction loss in feet per 100 feet from table. Point of Discharge F.L= D.Log ft/100 ft of pipe 5y''' .0 b. Determine total pipe length from pump to discharge Elevation Difference point Add 25 percent to pipe length for fitting pump 9aa 0 loss,or use a fitting loss chart. Equivalent pipe length-1.25 times plpe length= l '1 x 1.25= al 1 1( feet F-18b c. Calculate total friction loss bymultiplying 15 inch 2.0 inch 3.0 inch multi P Yi g gpm trtsion ion pa loos et pipe friction loss in ft/100 ft by equivalent pipe length. 10 0.69 0.20 Total friction loss= of 1 le x �.h L +100= L., feet 12 0.96 0.28 4. Total head required is the sum of elevation difference, 14 1.28 0.38 special head requirements,and total friction loss. 16 1.63 0.48 18 2.03 0.60 1) + g' +____Ce____ 25 3.73 1.11 0.16 (1) (2) (3c) 30 5.23 1.55 0.23 35 7.90 2.06 0.30 40 11.07 2.64 0.39 TOTAL HEAD a feet 45 14.73 3.28 0.48 50 3.99 0.58 55 4.76 0.70 C. Pump selection 60 5.60 0.82 `Z..) 1. A pump must be selected to deliver at least 4 0 gpm (Step A)with at least aZ feet of total head(Step B). la-1J CERTIFICATION r 00627 Logs of Soil Borings Location or Project Lot 4, French Preserve, Orono Borings 'made by S-p Testing, Inc . Steve Schirmers _ Date 4-11-95 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 feet Surface elevation 0 - -Topsoil dark brown loam --" 0 - Topsoil dark brown loans-______ 0 - 6" 0 - 6" 1 - Brown clay loam 1 - Brown clay loam 6" - 1-1/2' -MOTTLED 1-1/ 6" - 1 ' 10"-MOTTLED 1' 10" Rusty olive brown 2 - Rusty olive brown clay loam 2 - clay loam 1, 10" - 2' 8" - 1-1/2 ' - 2-1/2 ' 3 - 3 - Rusty olive brown Rusty olive brown loam loam 4 - 4 - 57 2 ' 8" - 5 ' 5 - 2-1/2 ' - 5 ' 6 - 6 - 7 - 7 - 8 - 8 - 1 End of boring at 5 ' feet. End of boring at 5 ' 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 hole X Not present in hole X Mottled soil : Mottled soil : Observed at 1110" feet of depth. Observed at 1-1/2 ' feet of depth. Not present in hole Not present in hole Comments: Comments : TFICAT IOt: r UU627 l,oI :, of..59,0 SoRorinas L-13 Location or Project Lot 4, French Preserve, Orono Bpsings made by Testin Inc. Steve Schirmers _ Date 4:-13•-95 Cl.ssifiction System: AASHU USDA-SCS X Auger used % Unified ' Other (check two) : Hand X - , or PowerFlight , or Bucket Death Boring number 3 i- Depth, Boring number feet Surface elevation in 4 feet Surface elevation 0 - opsoi .ar •rowri oT am— 0 - 0 - 8" Topsoil dark brown 1 - sandy loam Brown cla 1 - 0 - l ' -MOTTLED 1 ' Y loam 'usty 1 , - 1 , 4" br?oamsandy 2 - Rusty gray brown 8" - 214."-MOTTLED2 : L-Ii CERTIFICATION 4 00627 i,cogs of Soil 13orinys LQcatign or Project Borings' ma,de .by. S-P Testing, Inc. Steve Schirmers - Date 4-11-95 Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 5 Depth, Boring number 6 in in feet Surface elevation feet Surface elevation • 0 - - -- 0 - - -Topsoil dark brown Topsoil dark brown sandy loam sandy loam 0 - 1 ' 0 - 1 ' 1 - Brown sandy loam 1 - - Brown sandy loam 1' - 1-1/2' -MOTTLED 1-L/2 ' 1 ' - 1-1/2 ' -MOTTLED 1- I Rusty gray brown sandy Rusty gray brown sandy loa 2 - clay loam 2 - 1-1/2 ' - 2 ' 2" 1-1/2 ' - 2 ' 4" Rusty olive brown Rusty gray brown clay loamclay loam 3 - 2 ' 4" - 3 ' 2" 3 - 2 ' 2" - 3 ' 2" Rusty olive brown Rusty gray brown 4 - loam 4 - loam • 3' 2" - 5 ' 3 ' 2" - 5 ' 5 5 - 6 - 6 - 7 - 7 - 8 - 8 - I i End of boring at 5 ' feet. End of boring at 5 ' 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 hole X • Not present in hole x . Mottled soil : Mottled soil : Observed at 1-1/2feet of depth. Observed at 1-1/2 ' feet of depth. Not present in hole . Not present in hole . Comments: Comments: L-li CERTIFICITION ;= 0J627 Logs of Soil Borin js Location or . Project Lot 4, French Preserve Borings made by :3-P:resting, Inc. Steve Schirmers Date 4-14-95 Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 25 Depth, Boring number in in feet Surface elevation feet Surface elevation J 0 Topsoil dark brown loam 0 - 6" 1 - Brown clay loam 1 - 6" - 1-1/2' -MOTTLED 2 - Rusty olive brown 2 - clay loam 1-1/2 ' - 2 ' 10" 3 - 3 - Rusty olive brown 4 - loam 4 _ 2' 10" - 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 feet of depth, present at feet of depth, hours after boring . hours after boring. Not present in hole X Not present in hole Mottled soil : Mottled soil : Observed at 1-1/2 ' Observed at feet of depth. feet of depth. Not present in hole Not present in hole Comments : Comments : CERT.#00627 • • PERCOLATION TEST DATA SHEET S—P Testing, Inc. 4-14-95 10: 54 a�m� Percolation test readings made by on _starting at P m. 1(d."9 4-13-95 Test hole location Lot 4, French Preserve ,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 — 6" Topsoil dark brown loam 6" — 12" Brown clay loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 4-13-95 2: 30pm 12 Date and hour of initial water filling , 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 Automatic siphon Maximum water depth above hole bottom during test 6 inches Time Percolation ime interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch ' 10 :30 prefill 6 10 :54 11 : 24 II 2-3/16 13. 7 30 min 11:26 11: 56 n " U 12:01 12 :31 " " " " " Percolation rate = 13 7 minutes per inch. CERT.=00627 PERCOLATION TEST DATA SHEET ' S-P Testing, Inc. 4-14-95 10:53 Percolation test readings made by on starting at p.m. 2 "°`" 4-13-95 Test hole location Lot4, French Preserve , Hole number , Date hole was prepared Depth of hole bottom 12inches.Diameter of hole 6 inches Soil data from test hole: Depth,inches Soil texture 0 — 6" Topsoil dark brown loam 6" — 12" Brown clay loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 4-13-95 2: 30pm 12 Date and hour of initial water filling ,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 Automatic siphon Maximum water depth above hole bottom during test 6 inches Time Percolation rime interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch • 10 :30 prefill 6 10:53 11:23 2-7/8 10.4 30 min 11:27 11:57 it 2-11/16 11. 2 " " 12:00 12: 30 2-9/16 11. 7 " " Percolation rate = 11. 1 minutes per inch. I I CERT.;'00627 , S i - PERCOLATION TEST DATA SHEET I 1S—P Testing, Inc. 4-14-95 10 :52 �i.m: �` r Percolation test readings made by on starting at (dare) 1 3 Test hole location Lot 4, French Preserve _, Hole number , Date hole was prepared 4-13-95 1 Depth of hole bottom 12 inches,Diameter of hole 6 inches 1 1 ISoil data from test hole: Depth,inches Soil texture i 1 0 — 8" Topsoil dark brown loam 8" — 12" Brown clay loam a t 1 Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 4-13-95 2:30pm 12 Date and hour of initial water filling ,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 Automat is siphon ,Maximum water depth above hole bottom during test 6 inches / ... . Time Percolation me interval, Measurement, Drop in water rate, Remarks I minutes inches level,inches minutes per inch 10:30 prefill 6 10:52 11:22 II 2-3/8 12. 6 30 min 11:28 11:58 II ii "" " 1, } 11:59 12: 29 ti " Percolation rate = 12. 6 minutes per inch. . / CERT.#00627 ..; PERCOLATION TEST DATA SHEET S—P Testing, Inc. 4-14-95 10: 47 a•m:; Percolation test readings made by on h�w� starting at p,m• Lot 4, French Preserve 4 4-13-95 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 sandy loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 4-13-95 2:30pm 12 Date and hour of initial water filling ,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 Automatic siphon ,Maximum water depth above hole bottom during test 6 inches Time Percolation ime interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch 10:30 prefill 6 10:47 11: 17 2•-5/8 11. 4 30 min 11:18 11:48 2-9/16 11. 7 H 11:53 12:23 2-1/2 L2_0 II U Percolation rate = 11. 7 minutes per inch. •CERT.400627 • PERCOLATION TEST DATA SHEET S—P Testing, Inc. 4-14-95 10:46 ((g1P Percolation test readings made by on starting at gym.) Lot 4 , French Preserve 5 4-13-95 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 sandy loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 4-13-95 2:30pm 12 Date and hour of initial water filling ,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 Automatic siphon ,Maximum water depth above hole bottom during test 6 inches Time Percolation ime interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch 10 :30 prefill 6 10 :46 11: 16 II 2-9/16 11.7 30 min 11 : 19 11:49 " II II II II 11: 52 12: 22 " " " IIIt Percolation rate = 11. 7 minutes per inch. CERT.t00627 • PERCOLATION TEST DATA SHEET S—P Testing, Percolation test readings made by Inc.I riC• on 4-14—9 5 _staring at 10:4 5 Test hole location Lot4,French Preserve , Hole number 6 ,Date hole was prepared 4-13-95 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 sandy loam Method of scratching sidewall Knife 2 Depth of gravel in bottom of hole inches ��D� 113 Date and hour of initial water filling 4-13-95 2Eepttrot 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 test 6 inches Time Percolation ime interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch 10 :30 prefill 6 10:45 11: 15 " 3-5/8 8.3 30 min 11: 20 11: 50 " 3-3/8 8.9 " " 11: 51 12: 21 " 3-5/16 9.1 " " 8 .7 Percolation rate = minutes per inch. i PERFORATED LAYER OF GEOTEXTILE LOAMY SAND CAP :` LATERALS FABRIC PERFORATED LATERAL SANDY w; o`'.r..•y•• • ;� • GRASS COVER 6 INCHES o LOAM SOIL 'M::;,..;�;y��.*f%_,'•• TOPSOIL " .. �` j ''�t:•t;; CLEAN SAND FILL �/* ,� •�i ./.. • ,'.../ 44! MAXIMUM SLOPE i �"� � LAYER OF GEOTEXTILE I�' At' 3 To I .//` C` �. 2 FABRIC OR 4 INCHES OF °; �y�,� ' !�' TOPSOIL 3/4 TOE2�/RNGNES 14' HAY COVERED ply / PLOWED ORMILO BUILDING PAPER :�?*' // / %'/ UBSOIL DISKED SURFACE--irtir 1 1/2* OR Y ,�: '•' / �f.� / y� CROSS SECTION A-A • PIPE FROM PUMP ---� ..`;,•.z: ' ' moi/ / .••7 :;/ ' tej _ /�j• f �',1/4 � PIPE FROM 3/ -21( ' �!• ,e2� ••'''' ) PUMPING CHAMBER CLEAN FOCK ��•,• j DIVERSION FOR . 6• TOPSOIL.'� /f •• �• SURFACE WATER 1 w t .. �7 ��/ /II 1NC / • � �, jJ. ./. , — -- - A: / •til �i ��, ., �� 3 ,•frs —P...:., ERFORATED _) '1 • • � _ I`9 / ir., MAx, ' LATERALS I I • .,... • 1 j SaN ------, ,. • • LEQN E ._....f '�:a.".:':. • _ LL • 8 op LQ til.7,,.. ,,,,,..:•c:i r ;l:.q BED AREA..--\11 .r I- • ROkEN TER • ::fix. _.�.'�`','•' , -• Z •:_ • QRRI RRAL r..:�,;.e. O w . • 4i>m • E LQYER - - I i Y ' INCHES I ,, 'i o INCH LAYOUT OF PERFORATED PIPE LATERALS FOR • - PRESSURE DISTRIBUTION IN MOUND -- DIKE 10 FEET–DIKE ` cs-- PERFORATED PLASTIC PIPE MAX. TOTAL WIDTH PERFORATIONS SPACED 36' Ar!pN SP�NVG :•' 1 ` END SIZE CENTER. BE MI6.Yu, _` , x PE PLAN I VIEW Op 1. _— 16' - PLAN VIEW /� �_. \ 2.M PIPE LD ' ENO PERFORATION OF A PERFORATED LATERAL • Grose CoverPERFORATIONS ON BOTTOM OF 'Iw,'• i • PLASTIC PIPE ? UPwN a a a `asIATAiLo�UMPPE FROM Loperlever of Oeher elellte iaWk tr leis.1!,• Leary Seed Layer . e �sr«cowrie t e ram poyd UF I�Izr, mein^ 1��. Per kw lien Drilled NerlienteNv �Na C• Neer Top • 2cT A� \kk's 'i.•n . Al Lees,��H. (die / p `AtER ,—Pal«otlawr Leu1e0 el �' pERFpRA. PUMPING c►RoiAMBER +!' Clean sand Lora Soften'el Lewin fN OF \ _Lehia OrldMI SNl Praerb lra.ul.A • It " F.8 REDWOOD, CEDAR OR Ty- WATER TIGHT B LOCKABLE ELECTRIC BOX—.. TREATED POST (4 x 4 min) • PLUGS OR ELECTRIC CONNECTIONS /-ALL ELECTRIC CONNECTIONS MADE 2' PVC CONDUIT SCHEDULE 80 L ." INSIDE BOX MANHOLE COVER CHAINED d LOCKED 6'SPACE LOO P OF POWER CORD FOR SEALED MANHOLE RINGS •FINAL GRADE ----- � � ` �`�v// ,'�_ E�\/, AT LEAST 12' UNION BELOW GRADE �� +.._ WIRE FROM POWER SUPPLY --�'' PUMP IS LAID ON A UNIFORM SLOPE FROM • '1- FOR PROPER DRAINBOACK IL TREATMENT AREA SEALED TANK COVER-1 k- IF PIPE AT TANK MUST BE LOWER THAN UNION.TO GET ELEVATION FOR DRAINBACK. PLASTICCHAIN A 1 INCH WEEP HOLE MUST BE USED WITH ANCHOR ALARM FLOAT ON SEPARATE —WEEP HOLE ELECTRICAL CIRCUIT NOTES: ELECTRICAL WIRE FROM POWER SUPPLY S�I�T_ V9_ �_ __. MUST NOT RUN OVER ANY TANKS BUT 3•-' f \ AND MUST LAID PLACED INOI CONDUIT ALONG POST _ SHUT-QQE.FJ.EVELS_ _ _ _ ELECTRICAL CORDS FROM PUMP AND FLOATS MUST BE RUN THROUGH CONDUIT WIRES CANNOT HAVE GROUND PUMP CONTROL FLOAT CONTACT. 000 : ----- ----- . - Figure F•8 METAL ,01.1 COVER • 4-4621410J1 4 -y, i ly j� i v 1 CONCRETE MANHOLE +"� - . RING METHODS OF SECURING MANHOLE COVER TO PREVENT UNAUTHORIZED ENTRY IFigure C-14 • I • r • 4 ' , VERTICAL SIDEWALL SEPTIC TANK FINISHED GRADE _li Y• e • , --AT LEAST 6"TO 12" SOIL AT LEAST I» 4" DIA. 1 COVER 4" DIA. Milt' AT LEAST 1" AT LEAST I" }1_0... 3"t A DIMENSIONS FOR_TANKS WITH VERTICAL. SIDES A d _T 1 V WIDTH W 24" MINIMUM _.......4 _LENGTH, L. 2 TO 3 TIMES THE WIDTHi . B DIAMETER 60" MINIMUM • _I_ DEPTH. 0 30" MINIMUM; 78' MAXIMUM C --AT LEAST ^ --- 0.2 0 g 6MINIMUMi 0.2 0 MAXIMUM 1 7 6" 3" C 0.4 0 l --------- --AT LEAST 4 FEET - -J NOTES: 1. SANITARYINCHES 1 EES AT LEAST 4INCES IN DLO.IETF.n 4. AW6KS E COVE*SI•ALL IE LOCATED WITIIN 12 INCHES. 2. SI 1AI LUC ONE on La tE Lova E1THE/AANDOLE 5 WITHIN 613 TTSWAGE 01EMIONAN)LOCATTAt SN6FETaALLAL11iECOrENWSIOESEWEDO',EVENACE WALLS. 6. SEPAMIION DISTANCEDETWEENENO CIE MET PIPE AND 3. AN NSPCC LION MPE OF AT LEAST 4 Wl.'OIES DIAMETER NEATEST A0611 CM OMTLE SHALL DE NO LESS TITAN 6 NCI ES on A;NNW SI TALL RE LOCA1 ED OVEl DDT H 1I E 1111 ET CTI NO MODE 11 TAN 12 NOES AI)OUTLE1DEWCES.1NEC1311E11LNCOFTIE1SPECTION 6. FOAIg112014IALCYLINXTICA1.1AY1SDIMENSION AIS0.110 • PIESSINLLDETIESAMFASTUE CCNICnIwE(ITHE AND DIMENSTONCIS0.36D. DAIELE OKNwOS On SNNINTY TEES.A TIES)INS1EC1104 PrE"UST RE LOCATED DE I WEEN IDE AILE I MU(IUIL ET pNFLES. — P" PMAR s wows ill n IP • -r� I IMI"aaI Q2H' E w•-•,.- '• • 01� �` ll- •... . INLET . .- =I:-tee;, :} ,I; - OUTLET V •, 1 • •::.'''A. .pu 1_T.-. ET LEVEL .� •�'.r„ ll=1 • %..i.' Y • i`. OR r SS ...-=:-.:: SCUM CLEAR SPACE"-: „ 00CLEAN OUT TANK WHEN. - - —— __-- -.. _ A."....e• _+ 2OR' LE OR _• _ 'Y a "8"IS .. • • . `• � � BLACK COLOR DISTINGUISHES SLUDGE • ....0•7'•••••••:'i •10 ' SLUDGE •6'} f LAY R FROM LIQUID Y " 17 MEASURE SCUM AND SLUDGE ACCUMULATIONS IN THE SEPTIC TANK ATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED //29' PERMIT NO. "7 9 7 5 COMPLETED ti ADDRESS g%O (Did' CONTR.(946-4.,"")., C� TELEPHONE NO. 76(5)-- 0 / DESCRIPTION tt 01 FOOTING 11 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 • 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q = 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS I` 07 DEMO—SITE 27 S C INET ' 21 COMPLAINT WINSTAL 07 DEMO—FINAL SEPTIC S 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO MEET Y : YES NO o COMMENTS: cc 1 -C-Veli)/1(-° Q. CC O W W cc W W cc d 11ORK SATISFACTORY:PROCEED a PROJECT COMPLETE 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. , PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED LISTOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next in pection 24 hours in advance.473-7357 Owner/Contract'/ . Inspector. f:? White Copyllnspector's File Canary Copy/Site Notice DATE • TIM CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED •1r'. 4 PERMIT NO. COMPLET D ' ADDRESS (W( 1 fl4 �. OWNER CONTR. TELEPHONE NO.• DESCRIPTION gr-k 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADINGIFIWNG cQ 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Q 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-UO 06 PROGRESS 07 DEMO—SITE 27 SEPTIC MAIM. 21 COMPLAINT W 07 DEMO—FINAL 0 sEP11C Itits 22 FOLLOW-UP = 09 PWMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL ZQ10 PLUMBIN / 36 FOUNDATION REMOVAL OWN TO MEET YOU: (fig NO WCOMMENTS: `/O'=j/ ! i -'k //‘ ', ' Q. )202 ,i344, „ ,_t-, cc 0 S IQ - sago)/ p .. IQct --. /Pipfl-- fall”. —-kt 4.-/e_., -- ,Q 2 W z W cc WORK SATISFACTORY:PROCEED E PROJECT COMPLETE W CC ID CORRECT WORK&PROCEED G ISSUE CERTIFICATE OF OCCUPANCY W Q 0 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 O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerIContract krInspector. l / Wane Copy/Inspector's File Canary Copy/Site Notice D TIME CITY OF ORONO CALLED IN • jG'� INSPECTION NOTICE SCHEDULED . ,11 PERMIT NO. j COM LETED ADDRESS v/(3 O C7 / . OWNER CONT TELEPHONE NO. DESCRIPTION 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FIWNG h 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHOREIWETLANDS C 03 INSULATION 24/25 WOOD BURNER/RREPLACE 34 TREE REMOVAL • 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION • 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT W 07 DEMO--FINAL 15 SEPTIC INSTALL 22 FOLLOW-UP = 09 PLUMBING RI 35 HARD COVER REMOVAL Q 10 PLUMBING FINAL 36 FOUNDATION REMOVAL TO MEET YOU:SES/ NO CO COMMENTS: /'f//)'�,i�_�{� pY,CV-cc !1/L a c O cc Lu cc Lu w O w 0 WORK SATISFACTORY:PROCEED PROJECT COMPLETE CC 0 CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY w • 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN INSPECTOR WILL RETURN 0 CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContract,j sit Inspector. id !'• , iii✓/t White Copy/Inspector's Rle Canary Copy/Site Notice