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Home My WebLink About1991-003973 - sewer/water PERMIT CITY OF ORONO c PERMIT TYPE: r:EWER St WATER 1335 Brown Rd. South • P.O. Box 66 Permit Number: 00:397:3 Crystal Bay, Minnesota 55323 Date Issued: (612) 473-7357 09/30/91 SITE ADDRESS: :360 ORONO ORCHARD RD LSV { � P. I .N. : 02—117`23-24-0005 DESCRIPTION: Sewer 9 Water Permit Type DRAINFLD Si TANK Sewer Si Water Work Type. RESIDENCE REMARKS: FEE SUMMARY: Base Fee $50. 00 Sur c ha r ge L.5Q Total Fee $50 . 50 CITY OF ORONO FINANCE OFFICE 1313300000 01 CEN 50.00 1222,;'00000 #� 01 CEN .50 CIECIC TL 50.50 RECEIPT-THANK YOU #225010 0001 RO1 T14:05 09/30/91 CONTRRA TQI : -- Applicant -- OWNER, _ 'E R'}i.�N ELMER •J CO 54718151 i.�'-, :1RN RANDY RR 2 BOX 226 360 ORONO ORCHARD RD ti DELANO MN 55:328 ORONO MN 55391 (612) 471-8151 I }r"F .:�- s �` taxi F — - r't=�r:s.=�:� : 1,f !r dr --^i.,�N `T THE REAL 'r ;s t 1iL _ E " :E F. n!'f_T. N i i_I i.-I-=;E_ i H REAL_ i.MF` :{IVENE `.E =l.^;^•L�__ C�i_I ANO i-ii: NE E... € I !a!_f ALL �„tl��'',i': 3.1`• _= [Nit-i j- -�j..=L F�?{�t_f. ':4s 1 I t" ALL �f CFL)I f44-:NC.E: •:.; AN[, �:_{ j••s} r'- Or MI i` N..._-:O i A BUILDING ODE FEQ;:i s hC_}•!�! 3 ,4410ifirlik 0 ' APPLICANT/PE KEE SIGNATURE / ISSUED BY:SIGNATURE 6,1,4,0—' . y of EVES A-4-AY ff-o&ce . IN 1 714 i___ A(11/ti G T7-{- e-ok F/1-7&2_ SYST -& /U ��- KIK• 61U74i lAeA w S et/ / Vese-f Lo c'—rd,u ? APPLICATION FOR SEPTIC SYSTEM PERMIT 3e, 7 CITY OF ORONO Box 66 (1335 So Brown Rd) Crystal Bay, MN 55323 *************************************************************************** General Instructions: 1. You may apply for septic system permits by mail or in person at the City offices. However, permits will not be mailed out and must be picked up in person at the City offices. 2. Permits are not valid until you receive a permit card. 3. Work must not begin unless the permit card is available on the job site. 4 . Permits will be issued only to contractors holding a City of Orono Septic System Installer' s License. 5 . 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. 6. The following inspections will be required for all septic systems: a) Pre-installation site inspection to include inspector, installer, and general contractor. b) Tank installation prior to covering. c) Drainfield trench installation prior to covering. For mounds, inspection is required after rough-up but prior to sand placement (sand will be jar tested for silt content) , and again during pressure distribution piping installation in the rock bed. d) Final inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 7. Individual holding MPCA Installer Certificate shall be present during installation. 24-hour notice is required for all inspections. *************************************************************************** JOB SITE ADDRESS: �' C/��rr-t� p`' / ) S� Occupancy Type: Residential X Commercial Other Owner' s Name: /?- 0 ws, 0 C' ,4/U Phone: Mailing Address: City: � Zip: Septic Contractor' s Name: CZ -, . Ja ;,; Bus. Phone: L/ / -/-3 / Mailing Address:% /7 i Q j 6 City:1 ,� Zip: o�g-- ************************* ************************************************* - over - ilypip SEPTIC SYSTEM PERMIT APPLICATON - PAGE 2.4 -• Permit Type & Fees (check one) _ New Construction, Full System $75.00 Z Replace Existing System (1 or more new tanks & drainfield) $50.00. . . __Partial Replacement (replace just tanks or just drainfield) $30.00. . . $0.50 State surcharge added to above permit fees SEE FEE SCHEDULE FOR NON-RESIDENTIAL PERMIT FEES DO NOT MAIL PAYMENT WITH THIS APPLICATION *************************************************************************** NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. Initial c 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 /Zo Tank Capacities: 1) gal. 2) /F gal. 3) /dam gal. B. Pump Station (if required) Pump make & model //D (attach pump curve & literature) ; system design require gpm at 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 " Ro k bed dimensions/ 'x3 ' Drop Boxes Sand bed dimensions w.L,xr Distribution Box Pressure Dist. Pipe Diam. - " Manifold Pipe Diam. " D. Final Cover/Topsoil to be: A 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 of Applicant //1Ir ..----0,.�,— Date: /, "°" 6 MPCA Certification No. : gv3 • • CITY OF ORONO Permit # SEPTIC SYSTEM APPROVAL Fee $ Mara Entered By The General Contractor will be given a copy of this report and is responsible for its distribution to all sub-contractors. SEPTIC SYSTEM DESIGN IS NOT CONSIDERED AS APPROVED UNLESS THIS SHEET IS ATTACHED. LOCATION: 3 'Q O1rY) O a) Pd. J, GENERAL CONTRACTOR: PHONE: SEPTIC CONTRACTOR: (2sto'r\p PHONE: OWNER: 7 7, _ PHONE: ❑CPPROVED ONDITIONALLY APPROVED: (Note Changes Below) COMMENTS: / (o) n ' obi r • �� 1 gd lo 1��'J� /1 X ED /fad rX )o X1/1Pr_J'� �il°LP, 12� �e filar��14 LP <Y S YU( 41 frotHr NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prix approval of the Inspector (473-7357). Call for inspections 24 hours in advance. NOTICE TO GENERAL CONTRACTORS: Primary and alternate drainfield sites MUST be protected prior to and after system installation to avoid compaction of the natural soil. ALL DRAINFIETJ) 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 VEHICIILAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainfield sites either before or after system construction. This applies to the lot you are working on and all adjacent lots. You could be held liable for damaging sites on neighboring lots. VEHICIILAR TRAFFIC CAN CAUSE SOIL COMPACTION, RENDERING DRAINFIELD SITES UNUSABLE. Evidence of traffic on drainfield sites may be cause for revocation of building permits. Damaged alternate sites must be replaced before a Certificate of Occupancy will be issued. Date Approved By ity of Orono) 7 f SP TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 July 31, 1991 Kandy Osborne 360 Orono Orchard Rd. Orono, Henn. Co. , MN 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 - KkB - Kilkenny loam. This site has an existing failing system due to strong clay soil with a high water table. The system consists of 2 tanks that are old & very deep with possibly 1 long trench down the slope with surface drainage. The tanks will need to be abandonded, pumped & filled with soil & 2 new tanks be installed. A seasonally high water table was located at 18" , 28" & 30" , (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 5. 8 min/inch and are adequate for treating septic effluent. 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. (Mercury floats are a good method) . CONT'D Kandy Osborne 360 Orono Orchard Rd. • Orono, Henn. Co. , MN (2) All neighboring wells are located greater than 100 ' away from the proposed treatment area. 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. Recommend to pump the septic tank every year if there is only 1 tank & every 2 years if there are 2 tanks . • teven B. Schirmers .It5. SBS/ds ¢lsf u v53'`5' . 1 • , I - .T�� se. )cr Y✓1 o-C-CI-�b I 'SEEP p�` 11�Rv'i � vn4,.,/-r LESS -n}t1�13 ." w oc o� -c' VT-0 eo ----(Z�4�w P-i • A-V.-VI} -13�Fo� w- ,a�E v._ f.o}as•C �c4„..c.,01 - - v LL � 1 �1 b� bt , . - - a' cL � _ ; I .Q/� ( 9 "o ah x ils-‹,� 1_, -y� ti s. s xr�1N ,= �� C / . -,,,•, 1"1:41_,_ wsL �- v _ t -v, . • , ' 'C14-taFs -atl-�v0)11 tiF • 7S ,` A ^^r yN til . . es 4 S u np`� 1• , ltaysa,..L. S '90 .. �>r1 F'�o4o�so ,� •,4 � I _odear+ =o�+� �� '-( .lis se9��)...4.4 ,1 §1 X11'- - l _,, scam -kt - , . . • ,c SS e , i . / i x / '1 dam : -10.? of '3 A 3 scaul�e 1.51.** .< S'�1 >✓1..1� OG Wvs^�Er"n ,.c...I� I well-Ivo 1$-L1_3 t......)11-1...‘_. 1 ''r�n0Li z La to -' EL-/Oo.00 • f `T :ilf. J �S�' _J! Flo YY1 '` '1'Gi A- car 1 u �u F�� ;Li - - •4 • . ui• &Percolation Tests Scale: 1- - O tiro • /14 X$oil Borings y9y.1 op Bench Mork s . t # A s� bc� n�oY o`` �' Note: This system is to be constructed to meet �� }r , the Mru esoto Pollution Control Agency • 44 '� i�-��3 -? ' -t '3,, Chapter 7080 & Local Ordinance m.+ ,.ro . ' •7. / . . - Check all underground utilities .5_Z -- •E . . a ,4 593 + .II- 13 x . !i O•I x s,y PROPERTY OF: 1-�C`-� OS�U G�.1-E ii..' y,-,---0-F,...-.,...,.e,o x1, ;°-" /r' ....4:-.4,,..... -.., 3(00 OV-01-10 OR-e-14 ' A-V-V lar- 1 1- 3 ‘...o G.A•-••< •c)A•-••< •c) 4Rt-'-- 1 o ` 1 1 + / c_ .,,,, -(0 )1`15010-t-t$a 1� 074,0 -to T`-')Y • 1TV}-ro}-t . v- s S'S'lls- S-P TESTING INC al>a> '� r�• �s .....-) . Designed Ely-• 4Z,- 63. /. (,-�— • 7:1•1:YQ-onL. v . T'.zo4�Q�•C L)7•1 Date:..S1_6/.2; PH.612-497-3566 1 21 4'.I ss - . f __ / �i a z!_ �-_� h• Q f3Go • ,-4.a-o � i SET- BACKS t /o' ' !, • HOUSE • System must be: ' • Tank ao' from property lines X- S _.-e__-'t't� -.1 t2,}}SA\- WZo- .aLL CZ•GS crnT t-rT 2 from wells 21: from bags. -6n; Treatment area =:from lakes, streams Treatment area =51. from property lines NOTE:Power supply and switches must be located in a mANt{ou:s ,,,..n tip" _� from wells weather proof enclosure outside the pumping chamber and manhole f3ALeFrtt. ^_ from b!dgs. r -, , !1'from trees SOIL BORING ELEVATIONS 1- -ON ' Sr' Amin. a !� I TH.'I EL.- 9a•., r i - dna.su ... Tr"------- Ti-in grade y'/,TH.•2 EL. Tank Tank TH:'3EL. gat Drop to Tank l PRESSURE DISTRIBUTION MOUND SYSTEM TH"4 EL- - Min.l"to 8l \--Pumping TH'S EL.- . LS• max.into 4' 4. �f -P -1-11 .1'.5 SH'A`D--o UJ Chamber ELEVATION at PROPOSED PUMPING 4"lo 6"dio.pipe CHAMBER- C •c)L.7.-D, �=^tiP $0•v SYSTEM DESIGN -MOUND Fo w �i s H .- - :� TYPE--.. , L. BEDROOM , Average percolation rote S• min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow) . !,-n0 gal./day x.83sq.ft/gal.'11 sq.ft.of treatment area +10% =St sq.ft. (_ 10ft.width 7-. .._"1-Li ft.length of bed area+side slope run y to I x_^ height= J_ftx ft.lawn•area needed) • Clean rock needed-.y2sq.ft.treatment area x/oi ' depth of rock= ) . cu.ft=27= 1 cu.yds.(3/4"to 2 t/V'dia. ,includes 2"of rock above pipe) . Clean sand fill below rock neededa0Scu.yds. opprox. , sandy loam back fill a cu.yds.approx., topsoil 6" S cu.yd. Ace-. SxiN- •oc.. -c\9 • 1 . "7W gStt� ��sars� ._-Co Aao o•Jo -Co Yoeso"`Foy Iv. -'fcu �'�5� Number of tanks required , 1st tank/00o got. ,2nd tank/oo gal.miniruns ?LAIL Pu.+�PSN u �-t1��ti�uc • Pumping chamber capacity- 25% of daily sewage flow of 'sCO gol.=/ L.gal•+reserve storage of 150ga 1/Bl L<=o gat.+pipe bock drainage- PROPERTY OF! Y..-41-kV Os- ��.\ of__gal./1001in.ftof 'dia. supply pipe, lin.ftneeded .),5- , L.1.0._gal.+manifold t`_gal./100Haft of�_ "dia.pipe,tn.ftneeded '.) , _ got. Alza total capacity needed ')4e`j' gal.(Plus area for pump) usE rn.,,. /c�4./O go,1.c..P. C-- -01-10 M)J-1 . 1.---1*I•, D . Distribution pipe 11/7'd�o. , /' l lin.ft., !/ct "dia. perforations ' "apart Pump size Va hp. (pumpable capacity)'e7 gal.4cycles/day) us ... a7 ' --t e-poz cv•v-`Js os kPrS-&G =4 0 to,l f bvii n S-P TES / . Note: When constructing bed - , this area shout be shaped Note: Distance from treatment area to neighboring wells- c - 10 divert run-off from entering treatment area. <rtz. '"f Z"'q-1g-1 /CO i Designed By: . Dote:3{/6/!, PH. 612-497-3566 • MOUND DESIGN WORKSHEET . • (For Flows up to 1200 gpd) • -,--1- A. FLOW Estimated Sewage Flows in Gallons per day Estimated Co 0 gpd (seepages D-7 or I-3,4,5) WOWO P g Fiumlxr y or measured gpd x 1.5 = - . Itedref Type I Type II ly7 pe III IV 13 450 300 218 eet LIQUID VOLUMES . 2 300 225 180 B. SEPTIC TANK 4 600 375 256 Dor D\ -1 o 0 0 gallons (see pages C-3 or C-5) 700s294 a u Iy 7 1050 600 370 n ' 1 1200 675 408 ammo C. SOILS (refer to site evaluation) 1. Depth to restricting layer = I � 0inches Sepik Took C.real.yapawn Y 'ID „ Numler or Minimum Llgail Liquid o•P•ciy with 2. Depth of percolation tests = / O. inches Itedr«mu C.mmb lark,daim l 3. Percolation rate • . r/ mpi 2«kn 750 1123 P s«4 1X) 13tn 4. Land slope 9 % 7';a, 152230 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 = i-o e gpd x 0.83 sq. ft./gpd = L• - sq. f t.*':7 - 51'7 2. Select width of rock layer (10 feet or less) = /o ft. • 3. Length of rock layer = Area+ Width = L--11 sq. ft. + /o ft. = 5",r ft. Rock Bed tir•r•r•r•r•r•r•r;.• r•r•r•r•r•r ••-5:1 •ti••.•ti•'ti• ••,r.y.y.b.ti.•..� r;'•'•r•r••• r:�•r•r•r•r•r;•• • ti ti ti411 1 . •..ti4.111:r•.hNidth S10tl 'rIr•r•r.r.r.r•f.r.r•r.r.r.r.r� E. ROCK VOLUME , r:r_f rr•r_ _gt.•_r"_'''''r'f' I---•- Length 1. Multiply rock area by rock depth to get cubic feet of rock; s'+1,sq. ft. x l.vs,ft. = .0,4 cu. ft. 2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards; .co y cu. ft. +27= •:,-' ► cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; i cu. yd. x 1.4 ton/cu. yd. = tons. F. ADSORPTION WIDTH �,, '--�" ,, 1. Percolation rate in top 12 inches of soil is 'f..". .< mpi Absorption Width Sizing Table Percolation Rate Gallons Ratio of 2. Select allowable soil loading rate from table on page E-; inIncMih uMsPpcr Soil Texture speuaredaypAaonL wrr • `I ‘ gpd 3. Calculate adsorption width ratio by dividing rock layer Fa.tertluut0.1• coarse Sand 0.1 so S Sand 1.20 1.00 loading rate of 1.20 gpd/f t2 by allowable soil loading rate; 0.1 to 3•• Fine Sand•• 0.60 2.00 1.20 d/f t2+ ;u ; 6 to 15 Sandy Loam 0.79 1.52 gP gpd/f t2= 7„ G.'7 , 16 to 30 Loam 0.60 • 2.110 31 so 43 Silt Loom _0.50 2.40 Check this value on page:.E-16. '- 0) .cla Looaym o=5 , sA7 4. Multiply adsorption width ratio by rock layer width to get sl zzuhan oar --- -..- required adsorption width; ' • to7 x 110 ft = ?(- t> ft . • G. DOWNSLOPE DIKE WIDTH ' 1. If landslope is 3% or more,subtract rock layer width from • adsorption width to obtain minimum downslope dike toe for ----, absorption: . .(,.7 ft- / 0 ft = 1 9 feet 2. Calculate minimum,mound size based on geometery: a. Determine depth of clean sand fill at.upslope edge of rock layer: Separation 1. S feet . b. Multiply rock layer width by landslope to determine drop ,,, • in elevation; Slope Difference :.:::...:__::: :::::E 16r Nod / 0 x if %+ 100 = . 4 feet WhIA c. Add depth of clean sand depth of clean sand for ""`°' separation at upslope edge(2a) to depth of rock layer to "''. " rock depth and the depth of cover to find the total mound °""...... height at upslope edge of rock layer; • 1 .S ft + 1 ft + l ft = 3.r feet d. Enter table on page bottom with landslope and upslope dike ratio. Select dike multiplier of 3_L-1 S e. Multiply dike multiplier by upslope mound height to get upslope dike width: 3. a' x 7,.1-1 c = 1 a feet f. Add the depth of slope difference(2b) to the upslope height to get the downslope height 3•S + •`I = -3 `i feet g. Enter table on page bottom with landslope and downslope dike ratio. Select dike multiplier of y .' L. . • h. Multiply dike multiplier by downslope mound height to get downslope dike width:4.11- x ?.c' = t 9 ,feet i. Compare the values of step G.1 and Step G.2.h. Select the greater of the two values as the downslope dike width; lei feet Total mound width isupslope dike R« i i4iVii th 'tii..1! "'opal:- '•j' j• the sum of u slo aili'•'i'�'''' �' : �:;:: width plus rock layer width plus downslope . ''1'"'`'"'�` '•''''''•'"'..`''`•• ; ;''``'j'�:__`` dike width; P r+ .•'d•'.. . .. .. .. .. . .`w`"•!, .,:. / ,,, ft + /o ft + l c3 ft = y 1 feet upslope Duke ii►iati;:'*i 5' up:iopelit.lie Wicit k Total mound length is the sum of upslope ; op ' i `' otre bike width plus rock layer length plus upslope dike width; ft + 5 c ft + / )., ft = '7c7 feet I._ ... I c, -1 5 S "1 I r) �I 3 Taal Length L L wnslopc Upslopc 3:1 4:1 5:1 6:1 r 7:1 3:1 4:1 5:1 6:1 7:) 8:1 % 0 3.0 4.0 5.0 6.0 7.11' 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 3.65 4.76 5.66 654 7.41 ' 2 3.19 4.35 556 692 6.14 2.83 3.70 • 4.54 . 5.36 614 6.90 3 3.30 4.54 5.88 7.32 6.86 275 3.51. 4.35 5.08 5.79 6.45 4 3.41 _ (4.7C 6.25 7.89 9.72 7.68 (3.451 4.17 4.94 5.46 6.06 5 357 5.00 667 8.57 10.77 2.61 3.33 4.00 4.62 5.19 5.71 6 3.66 5.26 7.14 9.39 12.07 2.54 3.23 3.85 4.41 4.93 5.41 7 390 536 7.69 10.34 13.73 2.48 3.1I 3.70 4.23 4.70 5.13 8 3.95 5.98 8.13 1134 15.91 2.42 3.03 337 4.115 4.49 4.89 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 23.33 2.31 2.98 3.33 3.75 4.12 4.41 11 4.48 7.14 11.11 17.65 3043 2.26 2.78 3.23 3.61 3.95 426 13 469 7.44 1230 2143 43.73 2.21 2.70 3.13 3.40 390 4.08 • PUMP SELECTION PROCEDURE A. Determine pump capacity: Gravity Distribution ENO PERFORATION OF A PERFORATED LATERAL 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of ,-aw Cover water use rate. .. i t 2. Maximum suggested for delivery to a drop box of a home system is 2,700 • ` T°0°°" gallons per hour(45 gpm)to prevent build-upofpressure in dropbox. . L Ler««alalll.Nark mere. low. Leerily Sena Leper ��Nee I.r«elle;«.»...a.«ad • . vire redo pawl Pressure Distribution ,:�"°rst 1m'pmpou ti'«w'°"U""i""""► 3. a. Select number of perforated laterals 3 `4i.•Piw. ,.-a Leaf le 1.EM. b. Select perforation spacing= 7 ft. �°M F"i4"°` ',� °" a1`"" C' Perl«.l"m Leaded H c. Subtract 2 ft.from the rock layer length. c".n Send Ler., Batten@ of Waal l s".aiu-2ft.= S. ft. • laglnel Sell Properly Swilled Balers Pbcing Send Lger d. Determine the number of spaces between perforations. Length perf.spacing= S 7 ft.+�-ft.= /7 spaces TABLE OF P);RM1tAT1ON DISCttARCI1S IN CI'M C. 17 spaces+ 1 = I c( perforations/lateral • 1. Multiply perforations per lateral by number of laterals to Head Perforation diameter(inches) total number of perforations. _ =rig x pAl teal= SLl perforations. rn lea 1.0a 036 0.74 g. - x;1.....-744 =...q.1)gpm. 13 0.69 0.90 2.0b 0.80 1.04 2.5 0.89 1.17 SELECTED PUMP CAPACITY 1'>'' C.) gpm 3.0 0. 1.28 4.0 1.11 33 1.47 5.0 1.26 1.65 B.Determine head requirements: 1. Elevation difference between pumpand point of discharge. aUse 1.0 foot of head for residential systems. g bUse 2.0 feet of head for other establishments c feet 2. If pumping to a pressure distribution system,add five feet for pressure required at manifold .S feet 3. Friction loss Pipe Length I a. Enter friction loss table with gpm and pipe diameter. I ":\aint of Discharge Read friction loss in feet per 100 feet from table. F.L._ a.(ei4 ft./100 ft of pipe Elevation Difference b. Determine total pipe length from pump to discharge Pump 4v 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 a C?,A x 1.25= ;),..c.L feet gpm Friction loss 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= �,�,;' (, x ) .(-•'f +100 c r) 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. 20 2.03 0.60 20 2.47 0.73 0.11 25 3.73 1.11 0.16 / ,r + S- ''+ ') 30 5.23 1.55 0.23 (1) (2) =($c) 7.90 2.06 0.30 40535 11.07 2.64 0.39 45 14.73 3.28 OAS TOTAL HEAD -(-7 feet 50 3.99 0.58 55 4.76 0.70 60 5.60 0.82 Pump selection 1. A pump must be selected to deliver at least Li D gpm (Step A) with at least a,') feet of total head (Step B). . PRESSURE DISTRIBUTION SYSTEM EN0 PERFORATION OF A PERFORATED Lanai. Greet Caw . • P�,,,. 1. ' Select number of perforated laterals 3 Twill N sut.atI.pawk fr" LeanW fond Laps :Inch tars N lisp a.Mer q . ••want ruin paw) 2. Select perforation spacing = 3 feet ' ,r.., .".M ,No meg; MN Pete Nan aut.d 1b,ir.Mt:.:-," CPt+.dr Dr IX -AlLank 12'1° Edge 3. Since perforations should not be placed closer,than 1 ft. to °n.1e1°"" . ' el ROth Ilene -P.rlsr°ilnm Leaned et the edge of the rock layer (see diagram), subtract 2 ft. from Clean Sand Leger Sown,el Lateral the rock layer length. sok sa►MMd J Makes Placing send Leper Rock layer length 2 ft. = ?; feet TABLE Or PERFORATION DISCHARGES IN CPM 4. Determine the number of spaces between perforations. Head Perforation diameter(inches) Divide the length above by perforation spacing and round down to nearest whole number. ''" 'I4 1.Oa 0.56 0.74 Length perf. spacing = S"? ft. + ft. = 7 spaces iob 0.69 1.a (#3) (#2) 2.5 0.89 1.17 5. Number of perforations is equal to one plus the-humber of ;.0 0.98 i 48 perforation spaces . 5.0 1.26 1.65 aUse 1.0 foot of head for residential systems. 17 ,spaces + 1 = I °r perforations per lateral bUse 2.0 feet of head for other establishments 6. Multiply perforations per lateral by number of laterals to get total number of perforations. Table 2 X t - 54perforations Maaimumalloveblenumber ofguider inch perforati,m.per lateral a Perls/lateral P lateral to guarantee<10%Discharge variation per«.Z,"1" 1.25 inch 1.5 inch 2.0 inch 7. Determine required flow rate by multiplying 2.5 14 18 28 number of perforations by flow per perforation 3.0 13 17 26 3.3 12 16 25 • 4.0 11 15 23 K_ 5.0 10 14 22 Pals X gpm/perf= L4 v gpm. 8. If laterals are connected to header pipe as shown on upper UMW OLD ier,.re., MI a,...What 66,•410,04e„r. example,select minimum required lateral diameter from 4,1. table 2; enter table with perforation spacing and number ,o,2- of perforations per lateral. Select minimum diameter for perforated lateral = inches ••••°"0.- Err- 9. If perforated lateral system is attached to manifold pipe near the center,as in lower example, perforated lateral length and """ "'= v..=- number of perforations per lateral will be approximately one c'"----"" .•- half of that in # 6. Using these values,select minimum is = Z••r ..is' diameter for perforated lateral from table 2 -- rx--- perforated lateral = / Ila inches wlIra+r** L-13 CFRTIF,ICATION # 00627 Logs of Soil Borings Location or Project Kandy Osborne, 360 Orono Orchard Rd. , Orono Borings made by S-P Testing, Inc. Steve Schirmers _ Date 7-23-91 Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring num,er 1 Depth, Boring number 2 in in feet Surface elevation 92.3 feet Surface elevation 91. 4 0 ` 0 - Topsoil dark btoWn loam Topsoil dark brown loam 0 - 6" 0 - 10" Brown clay loam 1 - Gray brown loam 1 - 10" - 1-1/2 ' 6" - 1-1/2'-MOTTLING Brown clay loam 2 1-1/2 ' - 2 ' 4"-MOTTLING 2 Rusty olive brown clay loam Rusty olive brown 3 - clayloam 3 - 1-1/2 ' - 3 ' 4" 2 ' 4" - 3 ' l0" 4 - Rusty olive brown 4 - loam Rusty olive brown loam 3 ' 10" - 4 ' 10" 5 - Rusty 4 ' 10" - 5 ' 2" fitY9 YR* 5 - Rusty olive gray loam 5 ' 2" - 6 ' 3 ' 4" - 6 ' 6 - 6 - 7 - 7 - 8 - 8 - End of boring at 6 ' feet. End of boring at 6 ' 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 2 ' 4" 2-1/2 ' of depth. Observed at 2-1/2 ' feet of depth. Not present in hole Not present in hole Comments : Comments : L-l.i CERTIFICATION # 00627 Logs of Soil Borings Location or Project Kandy Osborne, 360 Orono Orchard Rd. , Orono Borings made by S-p Testing, Inc . Steve Schirmers Date 7-23-91 Classifiction 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 92.1 fe0t Surface elevation 0 Topsoil dark brown • 0 - 10" loam 1 - Gray brown loam 1 - 10" - 1' 8" Brown clay loam 2 - 2-1/2 ' -MOTTLING 2 1' 8" - 2 ' 8" Rusty olive brown clay 3 - loam- 3 ' 4" loam 3_ - 4 - 4 - Rusty olive brown loam • 5 - 5 - 6 - 3 ' 4" - 6 ' 6 - 7 - 7 - 8 - -. 8 - • End of boring at 6 ' 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 2-1/2feet of depth. Observed at feet of depth. Not present in hole Not present in hole Comments: Comments: , • CERT.#00627 PERCOLATION TEST DATA SHEET Percolation test readings made byS—P Testing, Inc. 7-24-91 3 : 30 a m. 8 on starting at____1122m.Wim. IJuul Test hole location 360 Ordno Orchard Rd. , Hole number 1 , Date hole was prepared 7-23-91 Depth of hole bottom 12 inches,Diameter of hole 6 ' inches Soil data from test hole: Depth,inches Soil texture 0 — 10" Topsoil dark brown loam 10" — 12" Gray brown loam • Method of scratching sidewall Knife 2 Depth of gravel in bottom of hole inches 7-23-91 9 : 30am 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 • 6 ,Maximum water depth above hole bottom during test inches Time Percolation Time interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch • 3 : 10 prefill 6 3 : 30 4: 00 II 4-1/4 7.1 30 min 4 :06 4:36 " 4-1/16 7. 4 " 4 : 37 5 :07 " 4 7.5 " " 7 3 Percolation rate = minutes per inch. • , CERT.#00627 • PERCOLATION TEST DATA SHEET • S—P Testing, Inc. 7-24-91 3 : 31 a.m. Percolation test readings made by on starting at 360 Orono Orchard Rd. 2 14,07-2(p9.m�Y:) 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 — 6" Topsoil dark brown loam 6" — 12" Brown clay loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches —, 7-23-91 9 : 30am 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 Time interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch • 3 : 10 prefill 6 3: 31 4:01 4-1/4 7. 1 30 min • 4 :05 4:35 " 4-1/4 7.1 " " 4 : 38 5:08 4 7. 5 " " • 7.2 Percolation rate = —minutes per inch. • CERT.#00627 . PERCOLATION TEST DATA SHEET S—P Testing, Inc. 7-24-91 3 :32 a.m� Percolation test readings made by on starting at 360 Orono Orchard Rd. 3 7-23—SI 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 — 10" Topsoil dark brown loam 10" — 12" Gray brown loam • Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 7-23-91 9 : 30am 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 Percolation Time interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch 3: 10 prefill 6 3 : 32 3 :47 5-1/2 2.7 15 min 3 :48 4 :03" " 5-7/16 2. 8 • " " 4:04 4:19 5-7/16 2.8 " " • • Percolation rate = 2.8 minutes per inch. • . -PERF=ORATED • :177 • LATERALS SANDY LOAM SOIL - ., r'. .r.•,-. .: ___ , • • LAYER OF STRAW - / ; ': OR °-%��. �' �'' MARSH HAY COVERED .% � / /, ' WITH RED ROSIN PAPER -' . - "1. dORa .;: ..• /. .•:.•'"/ , ; 17 J PIPE Rem PUMP • � / : , i...; ,' J . 7- . , , „ I: ..,- 39 , J, / r �% 1 / / - /J II/ Y CLEAN ROCK • ' DIVERSION FOR . . . ,� / /- , � �'� NoThs. SURFACE WATER TOP SOIL - . •-''' '/ j/J I. SELECT AS LEVEL A SITE AS POSSIBLE FOR THE MOUND. Z. REMOVE EXCESS VEGETATION.PLOW.DISK OR USING BACKHOE RAKER TEETH. ,. /- • / ROUGHEN THE SURFACE SOL 6!NOES DEEP. DO THIS ONU7 IF THE MOISTURE - / � 3 CONTENT IS LESS THAN THE MASTIC UMIT(SOIL IS PLASTIC IF IT CAN BE ROLLED - J INTO AN !4WD.' WIRE).CO NOT REMOVE ANY DF THE SURFACE SOIL. MOUND .. / uy+'� // • // ' PERF'ORMANfE ON CLpY SOIL DEPENDS ON EXTREME CARE TO PREVENT COW:A-RON .,,.t // -• / / / AND PUDDLING OF cm CXAY DURING CONSTRUCTION.DO NOT USE HEAVY - _.�► ..� .._�. :^�� .- KIN EQUIPMENT AND DO NOT CONSTRUCT THE MOUND WHEN THE CLAY SOIL 6 . , / i / / IN A PLASTIC CONDITION. ,. �•r �`1> / -. . ✓•: ING THE MOUND SO AS NOT `•��f.�.-r �i /- \ b /' 3. USE ONLY TRACK-TYPE EI]UIPMIETtT FOR CONSTRUCT �. 7 i TO COMPACT THE ORIGINAL SOIL. ' •1 -.;` • MQ 4. THERE MUST BE AT LEAST 2 FEET OF NATURAL OR FILL SOIL HAVING A PERCALA- r � �' "� X. I %" TION RATE NO SLOWER THAN 120 MINUTES PER INCH AND NO FASTER THAN 5 - - ✓ _ , - -" - MINUTES PER INCH BEFORE PLACING THE LAYER OF CLEAN SAND. rj S• � � ` ! G,: 5 THE 12 INCH LAYER OF CLEW SAND IS PART OF THE MQUArD 0066TRUCT10r1 SAND Sl ..--7.- --* .�� 4: - _ - • ‘ .::'. • . , ., ... - 's.-:••ti _t5 CONSIDERED C7.E/UN IF IT CAN PASS THE"FRUIT JAR TEST FOR CONCRETE SRC_ SCI OPE '� __•,:i.-...::.,-.,-,lti.•:yi,.'•.`: S TFE TOP of THE a.EAN SAND LAYER AND THE TDP OF THE ROM BED MIST BE Q - - �✓� � l':.;��j.:�:': ).... CONSTRUCTED LEVEL Q � •^ r^ "• �" ` i DISTRIBUTION PIPES ARE II/2-INCH DIAMETER SPACED 40 INCHES ON CENTER D -3 ;-.\n-\r..---z...,..:,.. ..,.. �.. _ N •i � `•' � � -`-• _:. •• � '-. , P� CONNECTED TO A MANIFOLD INT��R�OF THE ROCK BED. AND POINTING NG 00 PIWNv1g1RD• F R ~� "- „ ,..' •, USElA NEW PERFORATIONS BIT TO AVOID BUS INSIDE THE PIPE. • B" `O �AYER Y - . :B. NINE INCHES OF ROCK ARE PLACED UNDER THE PERFORATED LATERALS AND 2 EN _. INCHES ABOVE FORA TOTAL ROCK DEPTH OF 12 INCHES. UP _ :'^.. • • 9. THE ROCK IS FIRST COVERED WITH A LAYER OF HAY OR STRAW WHICH IS THEN t-,.: COVERED WITH A LAYER OF RED ROSIN PAPER LAPPED 6 INCHES AT THE SEAMS. 8AF RQTURQI_ JO.ATS BKLEA�4<WCHES OF LOAMY SAND SHOULD BE PLACED OVER THE TOP OF THE R LQYi i. A 6-INCH LAYER OF TOP SOIL SH_OuLD BE ER12 THAT THE 50 COVER BEAT AT 6JS H6 PLACED CENTER OF mute OMO NDSO ABOVE THE.ROCK LAYER SO THAT HEAVY RAIN WILL RUN OFF. 13. SID 3SLOPES OF$ANDYHE0ILS.DIKES SHOULD BE NO STEEPER THAN 4,1 ON CLAY SOILS • - - - M= .DEPENDS ON THE AMOUNT_OF.DULY ). 15. MAXIMUM EFFLUENT DOSE PER PUMP CYCLE SHOULD BE NO MORE THE TABLE VALUES. 16. MINIMUM PUMPING RATE IS SHOWN IN TABLE. PUMPING HEAD MUST BE ADEQUATE TO OVERCOME ELEVATION DIFFERENCE.FRICTION LOSS PLUS 5 FEET FOR PERFORATED LATERALS E-4 LAYER OF GEOTEXTILE LOAMY SAND CAP FABRIC • PERFORATED LATERAL GRASS COVER 6 INCHES TOPSOIL CLEAN SAND FILL MAXIMUM SLOPE--=_ ' MISMINaltilito... . 3TOI 34 3E2NR 4„ 'V- YTOPSOIL ' /4 TO /2INCHES PLOWED OR % SLOPE DISKED SURFACE , 'fes. SUBSOIL . CROSS SECTION A - A • PIPE FROM PUMPING CHAMBER --- W • X O . L-,-.- -_, - 7 i . • •PERFORATED I /-- • LATERALS • • I I BED AREA I i ,* 0 • G W wI iii � Z Z •INCHES 2EI '"`_o_,6_,0 x _ 20 I INCHES • • . L - _ __ 1 I ! - •IO FEET I _ . DIKE • �" ' MAX. . + —PIKE "• TOTAL WIDTH . . i • . I II . . . . . •` \ PLAN VIEW • • - • -LAYOUT- OF PERFORATED PIPE LATERALS FOR PRESSURE DISTRIBUTION 1N 11,40uND PERFORATED PLASTIC PIPE Ok . Cltf G PERFORATIONS SPACED 30" OR 36" �H1/Ort SFA END ON CENTER. PERFORATION �FcFO/ �'IC�'� IZE MAY BE 3/1s, 7/72, 6„ % P OR A" MANIFOLD PIPE PERFORATIONS ON BOTTOM CF )- • .1 (ALTERNATE PLASTIC PIPE (ALTERNATE LOCATION OF PIPE' FROM PUMP) END CAP 4O'. ArE8AL `n FEFFC��' PUFROM MP INCHAMBER 0F END PERFORATION OF A PERFORATED LATERAL ,,, — Grass Cover Topsoil *j�♦e♦ Layer of Geotextile Fabric (or layer Loamy Sand Layer of hay or straw covered with red • :•�-:: • rosi• n aper) -C C.Perfor ted La eral Perforation Drilled Horizontally f<< t•ki c.•,,xei..• << <<. �• Vic. into CapNear To P «3/4�� Plusc. At Least 12 to Edge •Drain Field Rock of Rock • Layer :::-:::.:-.:•;-•.::••:-..:.:.-.?:•.iy:••••••. -:.::.••••-•:---: .: ----;-••-:,:•;:-:.:•14k:" :•-•..-:- i..- :•:.- ,....:.••••••-.:•.. -:•!•.:•:•••; • . Perforations Located at -• Clean Sand LayerBottom of Lateral - ri Original Soil Properly Scarified r -- Before Placing Sand Layer ., • ( ( ( . . _ REDWOOD, CEDAROR =- WATER 'TIGHT a LOCKABLE ELECTRIC BOX TREATED POST 4 x 4 min) PLUGS OR ELECTRIC CONNECTIONS ALL ECT IC CONNECTIONS MADE 2" PVC CONDUIT SCHEDULE 80 _L X • MANHOLE COVER CHAINED a LOCKED 6"SPACE LOOTLEM OFOWER CORD FOR SEALED MANHOLE RINGS - • - - - ' ' ' 1. e FINAL GRACE , _Iv I _ AT LEAST 12" f4 7' UNION 1LOW GRADE • - - . •. WIRE FROM POWER SUPPLY -- -e.- . . :s., r ...1, ! PIPE IS LAID ON A UNIFORM SLOPE FROM PUMP STATION UP TO SOIL TREATMENT AREA _ ' I( , FOR PROPER DRAINBACK SEALED TANK COVER - IF PIPE AT TANK MUST BE LOWER THAN UNION TO GET ELEVATION FOR DRAINBACK, PLASTIC ROPE OR CHAIN , / A '/4 INCH WEEP HOLE MUST BE USED . WITH ANCHOR ALARM FLOAT ON SEPARATE WEEP HOLE ELECTRICAL CIRCUIT-1\ • NOTES: ELECTRICAL WIRE FROM POWER SUPPLY START LEVEL cj _ _ _ MUST NOT RUN OVER •ANY TANKS BUT �'c • MUST BE LAID BESIDE. OTHER TANKS 3" \ jl AND MUST BE PLACED IN CONDUIT - ALONG POST SHIT-OFF LEVEL V • ELECTRICAL CORDS FROM PUMP AND • FLOATS MUST BE RUN THROUGH CONDUIT. WIRES CANNOT HAVE GROUND PUMP CONTROL FLOAT ; ( CONTACT i000J 1 • V • : • • '... - . . p . I, . . 0 11 PENCIL . . . . At, - MARKS - ....• . .. ... . . . . -. - . ..:,...,--..;s. i.,..-.1;;;::,..„., . ..:.../.i......,... k *:.` II ..... .t-----h--r•-•----,77 • 1---,..:- 1• u:- :.-!:. :,,,-: 0" . ... -.., !...... ii.,.. f -.: .7.: . . • * 4.. .,. - MANHOLE ••,.. . -1- is 1 1 .) --• :;f:•**- - —• • - I 1 I - 41 1 - ---). - - 1 • . ..,..-., .:,.... INLET L 4 --14-----:-.,:x3-5---,Q.4 ..,------- - SCUM .... .-r- • Iii • 4' `:::#2;- rf.v----. .'' - --- .. — . - ., ii :..... ___ .....:-..-s• 14.. , • OUTLET f. 8..frt.; --- -"-'"• •' ..‘› ..-- z....r. .0..: 1 lt, I i .- .., ..":)‹.:-•-•OUTLET LEVEL ..' •,t--- :. „ii- is -: -.i.. )%.. -. .r.:1-1---1 - - — - _ ' . . •-----i-i-,7_ "--Al-cs. II, il r. .• •••••••• • .:e:. • — ' • . . ,.. — —. ——_ _ -----ti-- II — 1. • - ——— SCUM CLEAR SPACE_ - 1- , *. ...; _ _ _ CLEAN OUT TANK WHEN: 4 ,L.. _ ___ ""- — :. -r w IS 3" OR LESS OR _:...., _ - — .... — _ --: B "B" IS 12" OR LESS .:- — — .... - _ .4-• _L_ ,.. 4 .2- _ _ ___ - - - III .. i---::: ---1-• . - • • •.••• .-"--•- ,..-k::.:.:...-.....-.. ::: ... • - . • . • :•;•,.- .... ....• ::-.... : ..-........::I.:,:.: ... . . . •• ... -. ... BLACK COLOR • V/ - •...•. • . . . • • • 1.::i!..:•:'•-:•:....:.: - ' SLUDGE . • .:l:... p4yN..!.7.!..,.13.:.:.;.,:.:.•:..::..•:•.••.•.:::••..Y•!:e-.2• :- • -.•Is.-••t.r•., •.--•-;• •- DISTINGUISHES SLUDGE GE . . -. • . LAYER FROM LIQUID _ t -! . • ' •• -!:,!..!i•-..• •:. ,:.• •••-•1.0.- •.-•:•::-.2i,::"' .•.•,..Lir:!: . y • ,ff >>7 0 , 1 ,...,' . • MEASURE SCUM AND SLUDGE ACCUMULATIONS .. , IN THE SEPTIC TANK • . DATf Z--3° 9/ TIME / � CITY OF ORONO CALLED IN Q INSPECTION NOTICE SCHEDULED 7-3a Lf% 0-0 — PERMIT NO. _ 17 •3 COMPLETED '30 ADDRESS �1(. o-40'71-o U` , OWNER 2 CONTR. C-6 TELEPHONE NO. Li 7 7- DESCRIPTION 44 01 FOOTING /6—(-14/1 CHANICAL RI ' 16 WELL TEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADING/FILLING Li) 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 H 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS v 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT 41 09 PLUMBING RI afitialigiMP22 FOLLOW-UP 10 PLUMBING FINAL 23 • 0- " Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO • COMMENTS: 69kscyoo( 14.1 �f CC 4. W CC 12 W CC WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 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 OWnedContract. • s' 4 Amy Inspector. % ' - White Copyfnspecto?s File Canary Copy/Site Notice DATE TIME CITY OF ORONO ` CALLED IN /4".42,--p !/ INSPECTION NOTICE SCHEDULED /6'3-9/ ii) 30 4.4"" PERMIT NO. / 3993 COMPLETED ADDRESS 3(0 OAduit. OWNER 04CONTR.f• Ck - TELEPHONE NO. 471 ^S/S I DESCRIPTION ,'I S t 2)-k IQ 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION 07 DEMO—SITE 14 SEWOK-UP 06 PROGRESS v 07 DEMO—FINAL 2 Ta T. 21 COMPLAINT = 09 PLUMBING RI 15 SEPTIC IN AL 22 FOLLOW-UP 10 PLUMBING FINAL 23-SEPTI NAL Z OWNER/CONTRACTORTOEETYOU: YE _ o COMMENTS: i Cc a - /25 // /lam 1/4 —/tea cc cc cc 2 W Or '@•WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE El CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT El CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑ 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 OwnerlContracto'• s' e: I Inspector. White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION N .. SCHEDULED 1 PERMIT NO. 7. Oji a�COMPL ED ADDRESS .3v S- OWNER 4 P/f laiwYrN CONTR. t:11- 17;Y‘,�'a. TELEPHONE NO. DESCRIPTION 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING 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 SEPTIC MAINT. 21 COMPLAINT Z09 PLUMBING RI 15 SEPj�slai 22 FOLLOW-UP 10 PLUMBING FINAL IC FJ51A Z OWNER/CONTRACTOR TO MEET YOU- YES L, NO c COMMENTS: giro ffar earl CC ,f/.0-7774-4>nio 44231fral CC W CC Q CC 41 0 WORK SATISFACTORY:PROCEED PROJECT COMPLETE W 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY C 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 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 OwnerlContract. s".e: 77 Inspector: White Copyllnspector's File Canary Copy/Site Notice