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HomeMy WebLinkAbout1992-004604 - replace drnfld/or tank PERMIT I CITY OF ORONO PERMIT TYPE: SE` •1-WE h & WATER 1335 Brown Rd. South • P.O. Box 66 Permit Number: f...;014b04 Crystal Bay, Minnesota 55323 Date Issued: C;3/02I_=: (612) 473-7357 SITE ADDRESS: 685 OI D LONG LAKE RD Je P. I . N. : 36-11S-33-32-0007 - DESCRIPTION: Sewer & Water Permit. Type DRNFLD &/UR; TANK Sewer & Water Work, Type REPLACE EXISTING reg i`", r ! E i �lJ�j a :,,,,ler:,....;:;,, Lr l! ! OF LV i VIYLa� itii FINANCE OFFI •E t t: V! ! .LLL 0 4""W ! ,,,J , ��� 1313300000 ri. '� - wGi ; ,,'FY"" sl, N >k. _ 01 GLf`! J{%..div RECEIPT—THANK i` ,, > y h � � / ,-,,,c,,,,,,,,:f040 r � yo #251080 L001 R01 11 0a 0 1] p a 17,1 '''n 04 ':-� ri: ---t—: _,a ' 'ttr, ,r, %4 i---� MNn . REMARKS: FEE SUMMARY: ry 3 '" - +r Yqr,mr ti.�,,����ypiNn Base Fee $C_,f} 00 Surcharge $-50 ssa Total Fee $50 . 50 CONTRACTOR: - Appl I cant. — OWNER: JuHNSON JERRY EXC 54734361 MARTIN HARRY 244S MORNINGSIDE RD F.:=;5 OLD LONG LAKE RD LONG LAKE MN 55'256 (.61 4;'_=-436I �1A ' ATA MN 55391 THE UNDERSIGNED HEREBY REQUEST'_ PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES ES TO DO ALL WORK I N STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF. MINNESOTA BUILDING CODE REQUIREMENTS / - 4 �1 / .--).A...,‘ 1 • APPLICANT/PE: - SIGNATURE ISSUED BY:SIGNATURE A APPLICATION FOR SEPTIC SYSTEM PERMIT 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: �,��� IZ7)7377x-L/ee, Occupancy Type: Residentiali Commercial Other Owner' s Name: /-47 . /i/�'�`t/, /Li Phone: Mailing Address : City: Zip: Septic Contractor' s Name: �r�� � � / P � � �f?�c G� �k � Bus. Phone:jy'''3��7�..�c�/ Mailing Address : 7,"7 City: Zip:, ✓3.�� ********************* ***********.*y***************************************** /� oer PI, Mai Jr" 7114?9i a SEPTIC SYSTEM PERMIT APPLICATON - PAGE 2 Permit Type & Fees (check one) New Construction, Full System $100. 00 ),..---Repair or Replace Existing System $50.00 , 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, ch:ck all appropriate boxes.IlAkI. iR,lam >!.. 1. I have received a copy of the system design including the 1156.TA\ City of Orono Septic System Approval Cover Sheet. `al 2. I will be installing the following: NOW A. Tanks: . 3 Precast Concrete Other Manufacturer Tank Capacities: 1) /Q/1'gal. 2 ) /4AV gal. 3 ) / 11 gal. B. Pump Station (if re uired) 0,4 Pump make & model(i/ 1 241;e57 (attach pump curve & literature) ; system design requires _7 gpm at /5' feet of head. High water alarm make & model Outside electrical work to be completed by ,installer _electrician _other . Inside elect'scal work must be completed by electrician. C. Treatme t System: Tren. hes: s.f. Mound Depth of oc. •elow pipe " ock bed dimensions/ xj,7 ' Drop =oxes Sand bed dimensionsx cia D . ri•ution Box Pressure Dist. Pipe Diam. /SI: Manifold Pipe Diam. " D. Final Cover/To,soil to be: borrowed from site (show location on site plan) trucked in *************************************************************************** The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies t t all statements made on this application are complete, true and corre . 44 01, Signature of Applicant• ,i�i��� ,-0 Date: MPCA Certification No. : 14("e 4110r C TY OF ORONO Permit # -- � " SYSTEM APPROVAL Fee $ 1% 4 Entered By _._._ 1 11 '`n ail Contractor will be given a copy of this report and is responsible for its distribution PROVED UNLESS THIS SIIEETtISsATTACHEDC SYSTEM DESIGN IS NOT CONSIDERED�y /PROV • LOCATION: 6' (.ai `'`?4 GENERAL CONTRACTOR: PHONE: SEPTIC CONTRACTOR: PHONE: PHONE: 4/73-07 OWNER: � Ai IIIie J r�j�-_757//1 / `7 /� APPROVED 0 CONDITIONALLY APPROVED: (Note Changes Below) ll ► 0p" r. A ' Ii _ ►.' �fr7 P� Yr©Y" -"/ Iris-)r�/ Joh. COMMENTS: _... ;� 1Z) 4-1- sdc va rj Q't'r.._- is a wV r ________ NOTICE al of theAInspector (473 7 57). Call forchanses to the pproved inspe tions 24 hourslans and pinsadvance have prior PP 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 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 youraarefworkingld sites and either ll adjacent lots. You couldconstruction. liableThis for applies to the lot y damaging sites on neighboring lots. VEHICULAR TRAFFIC CAN CAUSE SOIL COMPACTION,bRENDERING ENuse D RIr NGvocat N I LDf buildingTES N permits. Evidence of traffic on drainfield sites may Damaged alternate sites must be replaced before a Certificate of Occupancy will be issued. • q Date Approved - - by ( pity of Orono • , • • S=P TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 • June 10, 1992 Harry Martin 685 Old Long Lake 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 - HbC - Hayden loam bordered by - Gc - Glencoe silty clay loam. A seasonally high water table was located at 14" to 22" , (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 proposed mound site is located in a low area. This is the only area available. All surface run off & drainage to the east must be diverted around the system. This site has an existing failing system due to the clay soils with a high seasonally high water table. The existing tanks may be used upon approval by the local Inspector. The soils at a depth of 12" have a percolation rate averaging 6.2 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. All neighboring wells are located greater than 100 ' away from the proposed treatment area. CONT'D 1 , r • Harry Martin 685 Old Long Lake Rd. Orono, Henn. Co. , MN (2) Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not valid & the System will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Nothing other than gray water, (laundry, showers, etc. ) human waste & toilet tissue should be disposed of into the septic tanks. Garbage disposals are not recommended. Additives must not be used, they may cause harmful damage to your septic system. Recommend to pump your tank every year if you have 1 tank & every 2 years if there are 2 tanks. (,;54:1- <;:ve--7/2 Steven B. Schirmers ps SBS/ds • • • ....., _ . r C _ ., s,._ / 0 , I • , 1w J t:•e7 i`� .3 I - ��r� r7 / i ��v- , _, i �,; �� I `l EP A1-� 1-� l�V`{ Cela\�'m �� CFS ‘,..4 �:E �: _ ...II d O- - - �'e-- o po s-vo -(g.e F vv:-E I-N - / / i � ,�,�Q- \ � } 'v 3 frs7�4- Zi+���-� t'A'. - 4.J91"Yt'���1 CFJ l' \A...L.'. ''' \'',..4.4.3c-- ,I.: ,.....,....... -•••,j5 .. 9 S.5 j j M. 11.51-u i` • .7 \ "4-Q-FYL - / • s8 - I i • vJ / I -ir / y� y�! ! 1. J 4.0.:" - (.1:3 ie7 9 r • ,,,-.-_l- \, - - • • 7 J } i( e.rc�oyea Wit" / / W . -..,\/ ""r_4__)-t_s---/ 0.‘, . ,..Y v ):‘,:l , , I \,,,e, • �.)�oc-TC ;-co r)F ^;F^ tc jTAtQ.S if. 4 El ;' `� \ ¢ �'v h 'S �-- • ?. . X ' =it ?� r Ft :ter `ilk -1 a �•`.. '� 1 6 P�rcdat Tests Scale i = S� /1,11Sk— (.i O k j i. r1. EX..t.Tmt., TENNIS C�'u?T l SoriI Bo- S - ` C I • • '. \. \ X I tr1QS s Bence: Mork y i. - ",.; Yj co `►- i -�.`` Note: This system is iobe constructed to meet •� r `• i the hinnesot0 Pottuhon Con!rd Agency rn - ° ) c3 X -� — . . Chapter 7080 & Local Ordinance U) c2;; • c-'- '� 0 II 0 -�?z 0 - �� Check all underground utilities mmc7 `'ice r `_� /4- ..3 : ,„ v Q > sp cn 3 C -_ -i - > q PROPERTY OF: u P-v-V-4 1--,In-V-•-<)).J. rr. '18 N C z x0 \ z • 1-7 in I'.' W--- /n 44 S 1-� t•..U U L� L-A-1-- d4. • m 0 Q -I 0 Isl l"� 6`j U) < m Q. ta - S—P TESTING/!vC • • .�- M I De: / / , PH.6Q-497-3566 -rte • 17i -• 4 :► SS .N4N .%k: �r /�1 S ' 20(...y. rso • 4/7 r1S , \ i / '�_-roo , SAyO 3.� p"-'. 9 7.0 4.o _------.. S 70 SET- BACKS - )a * /0' • , - Zo I HOUSE • System must be: • • Tank •22' from property lines X- S�,-<1 o fix}` w vo-CN•k 011-.1--- "F-'IV 134 ►-+T � from wells wr0-4- -o1-1< 22 from bldgs. • r'�;; Treatment area =_-..from lakes, _:streams Treatment area 222.1.from property linesNOTE:Power supply and switches must be located in a M�LMNcu;S eat nt ?�,�from wells weather proof enclosure outside the pumping chamber and manhole 6RLCF"c_ 2,_g_.from bldgs. r-, •• L'from trees SOIL BORING ELEVATIONS ri a min. N TH,'_I EL.—,a.•9 .� I -" -� dio suppYpPe grade S %TH 2 EL.-"�. Tank Tank TH"3 EL: .0 Drop to Tank gj PRESSURE DISTRIBUTION MOUND SYSTEM 'I'H"4 EL-s3 min. !"to 81 \--Pumping TH`5 EL- Mox.l"to4' '- Y..-e-- -? -TV,UY.S S NA ..-ocx..) Chamber ELEVATION at PROPOSED PUMPING 4 to 6 dio.pipeleExh-.-thh1u 't4lAIF•s 41c.g. ca--o.- if, ,A0.1. s„,o CHAMBER-9S.O L,'e•p. '1. '+'+P .pg 4I_C -rmA - ReBR)..kva•a PUv�n4 4 F��� �)� So 1 L Idcm-il.l17 .;V”'v-VP0AV..- .6I S.!., SYSTEM DESIGN -MOUND (�,.a�t ‘...04-14.1) -fp? of a•'•`4 -f1R•►-+4.'or--4 TYPE-. , -l¢- BEDROOM , Average percolation rate lea miniinch (design.83 sq.ft treatment area per gal.of daily sewage flow) csas ,,., ..-r S,..44 - 9 Li. L • o gdidoy x.83sq.ft/gal..Llot sq.ft.of treatment area +10./0_ <LI//sq.ft. (= loft.width=...S...17-ft.length of bed area+side slope run.i_to I x 3•height=-U.2-ft.x ..2 ft,lawn•aea needed) Clean rock needed- -(41 sq.ft.treatmentareax /•� depth of rock=1cu.ft=27= �. yds(3/4"to 2I/2'dia. includes 2"of rock above pipe) - . ��- Clean sand fill below rock nee a2.S !a sandy loam bock fil .�}__ yds,approx., topsoil 6 cu.yd Avg• svt�� o a • ) •�1 4• EA)As% oo � fix' !� -CC A'p '4.ollo -Cfl -VD?SoNti.F9� ..1R_4•v i_qg. SLoQc �_] Gu•!o-- c[o. Number of tanks required l.. L , 1st ton c n got. ,2nd tar*? 1.mnrnms Ph.0 s Put vrt r%).;y. ems• ra.v1- 0 - . Pumping chamber capacity- 25% of daily sewage flow of re oU I.= 1<0 gat+reserve storage of 150 gm j./81�.�2_gal.+pipe bock dronoge— PROPERTY OF: >-1 aQ��! t�h a�4�it-1 of�gat./10OIn.ftof... dia.supply pipe, lin.ftnee 0 , �_gal.+manifold l4sgoi1001iinftof�.dia.pipe,frh.ftneeded�_,-2 —gal• PROPERTY OF �uv v�tirc 1 total capacity needed 1 gal.(plus area for pump) us rh.yN /00 0 1,,c...p, 67zQl.-:n m » • t-4 -h,..►a1 . 6.c0 . Distribution •'_.. 1d�a.CS aft, r 'dia. perforations�.,�" Pump ;• :e hp. (pumpa\-tle capacity 1-<°1 gal.4cycles/day) u s�•o /1:' e.-rao Ess .,ovs�N h u'c- ( '-i;-). .tlatA hi,n. I I S-P TEST/NG /A fz,..,.. Note: hen constructing bed , this area shoutl be shaped \�---- Note: Distance from treatment area oto-neighbcrng wells— I Designed By: 5 6� ; 4i� to divert run-off from entering treatment area. L"�e Z �'t'h?t-1 / o0 1 Date �/12/23 ,I . PH. 612-497-3566 • • " ' MOUND DESIGN WORKSHEET • • (For Flows up to 1200 gpd) A. FLOW Estimated Sewage Plows M Game per day Estimated 6.o o gpd(see pages D-7 or I-3,4,5) ,,fent or measured .._. gpd x 1.5= of . 1),pe 1 ,ypa 11 Type III1 . Bedroom 2 300 22S 1110 �V B. SEPTIC TANK LIQUID VOLUMES 3 430 300 216 `e1 4 600 373 256 ht� -IQ o o gallons (see pages C-3 or C-5) 56 9 0 43300 2 4 Is R 7 1050 C. SOILS(refer to site evaluation) • 6 1200 600674 4a „Lr. 1. Depth to restricting layer x14"-fo ��t' inches '''"e"'`C''"k'"'`paves elty 2. Depth of percolation tests = ►a" inches w«� Minimum Lliold Liquid rimes I 3. Percolation rate mpi 2;eba ;30 113 4. Land slope 9'07 �, ;� u o wtor D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: Daily Flowx 0.83= Ivo gpd x 0.83 sq.ft./gpd = 49V sq. ft.+lo°54 =Stir) 2. Select width of rock layer(10 feet or less) = / o ft. 3. Length of rock layer= Area+Width = s'Lt i sq. ft.+ / o ft. = S,s' ft. Rock Bed r• •r r•r•ra r.t.r•r•r 1 5 5 1•;1•1.1•�=�•1 05. �}r•!•r t}•r•!•r r•r•t! r•! . 1•;•1.1•;••1.1.1.1.1.1•;•;•1• dth S10 tt t•t•l•t•t.t• •t•r s'•t•!•!•t•1 E. ROCK VOLUME • 5.yr 1.1.1..;.•tAy...1.1.1. 1 •H t•t. • r• .i•r.t.t•t E- Length 1. Multiply rock area by rock depth to get cubic feet of rock; 541 sq. ft. x/.vs-ft. =S'y cu. ft. 2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards; ,5.2_y_cu. ft. +27= a t cu.yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; • _a_i cu.yd.x 1.4 ton/cu. yd. = ay tons. • F. ADSORPTION WIDTH GUN L-04-"1 1. Percolation rate in top 12 inches of soil is to.i.. mpi Abborphon Width Sizing Thbk hroolnba Rate Ratio of 2. Select allowable soil loading rate from table on page E-; 1 loch r. Son m sp24,1.1:7.,rbbso' Layerh �+ gpd/ft2 uare Width 3. calculate adsorption width ratio by dividing rock layer .. p• than 0.1• Corr..Sand1.. . loading rate of 1.20gpd/ft2byloading01:o.l b s sawn 1.60 2.00 allowable soil rate; s•• P4tes.tte•• 0.60 .2.00 11.20 gpd/ft2+ .y� gpd/ft2= 2 . 7 16so3 sat____m 0.60 2.00 16 b 30 _Lott 0.60 2.00 31 so Is slk Loam 0.30 2.40 Check this value on page E-1 b. 46:10 chgr ff m o 2.67 4. Multiply adsorption width ratio by rock layer width to get slziptin Cl ---- --- required adsorption width; - z•V? x 10 ft= 2lo.7ft • • 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: • ot'•? ft- /0 ft= I 1 feet • . , • 2. Calculate minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation 1•ss-- feet . b. Multiply rock layer width by landslope to determine drop in elevation;Slope Difference F . • /o x s-- %+100= • S- feet c. Add depth of clean sand depth of clean sand for - -"n . 54.� -=�1 separation at upslope edge(2a) to depth of rock layer to• . . • .''''';. rock depth and the depth of cover to find the total mound °'="W height at upslope edge of rock layer; . /. 5 ft + l ft+ 1 ft = 3.. .feet • d. Enter table on page bottom with landslope and upslope dike ratio. Select dike multiplier of 3 .3 2 e. Multiply dike multiplier by upslope mound height to get upslope dike width: :z. S x 3.33 = I q feet f.Add the depth of slope difference(2b) to the upslope • height to get the downslope height 3.S + • S = 14 feet g. Enter table on page bottom with landslope and downslope dike ratio. • Select dike multiplier of S. 0 h. Multiply dike multiplier by downslope mound height , • to get downslope dike width: 4.o x s'o = 2.0 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; , a o feet •J:J•,:•�/ct:',.:J:A.ii /;r::•.J.e:c,,:f tiJ .,h,•.r •:,•,. j. Total mound width is the sum of upslope dike �• >� IAN width plus rock layer width plus downslope {l{t'(: • • , PUMP SELECTION PROCEDURE • . • • A. Determine pump capacity: • Gravity DistributionEND PERFORATION OF A PERFORATED LATERAL 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of s.aw can water use rate. ;i 2. Maximum suggested for delivery to a drop box of a home system is 2,700 -:.,. " .,.:'': ;� gallons per hour(45 gpm)to prevent build-up of pressure in drop box. ' "'i:.er hist.WV ' ge»14�'w-.W I Th1 1:r as,r--w�e MI. I UMIwM r Pressure Distribution f 3. a. Select number of perforated laterals 3 . .....7111167 "�'"' "'""" oar., �. N NM tier b. • Select perforation spacing= .3ft. ;•W'•..t:• ....: ` P«teen.n:'WON N C. Sub ract 2 ft.from the rock layer length. K.!. clam Send Lew a"""'of Wu* -2ft.=..T. ft. Sohn r d. Determine the number of spaces between perforations. Length perf.spacing= ft.+..,1_ft.•_LZ spaces TABU OP PERFORATION DI9CHARCfS IN CPM e. 1 spaces+1= 1 4 perforations/lateral f. Multiply perforations per lateral by number of laterals to Head Perforation diameter(Inches) get total number of perforations. rin y41 rte'. x „41.11.xy perforations. 1.0a ' 036 0.74 S1-4 .'1�NN 8• x _ 13 0.69 2. o 9 .0.90 2.314 17 SELECTED PUMP CAPACITY L D3.0 o. 1.27 gpm 4A 1.13 1.47 5.0 1.26 1.65 B.Determine head requirements: sues 1.0 root of head for residentid.ystema. 1. Elevation difference between pump and point of discharge. . Wee 2.0 feet of head for other establishments 1 O feet . 2. If pumping to a pressure distribution system,add five feet for pressure required at manifold ___„'feet • 3. Friction lossh Pipe Length f a. Enter friction loss table with gpm and pipe diameter. Point of Discharge Read friction loss in feet per 100 feet from table. 9< F.L.= D• (.1-1 ft./100 ft of pipe . Elevation Difference b. Determine total pipe length from pump to discharge . Pump is ce- point. Add 25 percent to pipe length for fitting . . loss,or use a fitting loss chart. Equivalent pipe 12-18b length-1.25 Mmes pipe length= • 13 inch 2.0 inch 3.0 inch 41-n • x 1.25= So feet gpm Prialaa tae per 100!1 at 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= , �. l0'-1 ,x ... ..17 +.100= 1 feet 14 1.28 0.38 4. Total head required is the sum of elevation difference, 18 2 03 0.60 special head requirements,and total friction loss. 20 2.47 0.73 0.11 • 25 3.73 1.11 0.16 -La-+ +--2---_ 30 5.23 1.55 0.23 35 7.90 2.06 0.30 (1) (2) (3c) 40 11.07 _-2.64 0.39 -45-14.73 3.28 0.48 TOTAL HEAD Pie, feet 50 • 3.99 038 55 •4.76 0.70 60 5.60 0.82 C. Pump selection 1. A pump must be selected to deliver at least Li 0 gpm (Step A) • with at least feet of total head (Step B). . 14 6 CERTIV1CATION 1 00627 Logs of Soil Borings Location or Project Harry Martin, 685 Old Long Lake Rd. , Orono Borings made by S-P Testing, Inc. Steve Schirmers _ Date 6-2-92 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 95.9 feet Surface elevation 94. 8 0 - 0 - Topsoil dark' brown Topsoil dark brown loam 0 - 1' loam 1 0 - 1-1/2 ' 1 Brcwgogd rayl' 1-1/2'-MOTTLING Brown oam 1-1/2 ' - 1' 10"-MOTTLING 2 - Rusty dark brown loam to 2 - Rusty olivebrown 1.' 10" - 2 ' 4" clay :loam clayyloam Rusty olive brown 1-1/2' - 2 ' 10" 3 - 2 ' 4" - 3 ' 2" clay loam 3 - Rusty olive gray Rusty olive brown clay loam 3 ' 2" - 4 ' silty loam 2 ' 10" - 3 ' 10" 4 - 4 - Rusty brown sandy loam. 3 ' 10" - 4 ' 4" Rusty gray silty Rusty gray brown loam loam 5 - 4 ' - 5 ' . 5 - 4 ' 4" - 5 ' 6 - 6 - 7 - 7 - 8 - 8 - 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 ' 10" Observed' at 1-1/2 ' feet of depth. feet of depth. Not present in hole Not present in hole Comments : Comments : CERTIFICATION N 00627 Logs of Soil Borings • . Location or Project Harry Martin, 685 Old Long Lake Rd. , Orono Borings made by S-P Testing, Inc. Steve Schirmers _ Date 6-2-92 . 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 4 in in feet Surface elevation 93 . 8 feet Surface elevation 93:9 0 - 0 Topsoil very dark gray loam Topsoil very dark • 0 - 8" gray loam 1 _Dar lay 8" - 1 ' 2"-MOTTLING 1 - 0 - 1' 2" Rusty 1' 2" - 1-1/2 '' gray loan 1 'mouTLING 1' 2"- 1-1/2 ' Graloam Rusty olive brown clay loam Rusty 1-1/2 ' - 1' 10" gf86 2 - 1-1/2' - 2 ' 2" 2 - Rusty olive gray Rusty gray brown 3 - clay loam strong 3 - loam 2 ' 2" - 3-1/2 ' 1' 10" - 3 ' 8" Rusty olive grayRusty olive brown clay loam 4 - -clay loam 43 ' 8" - 4 ' 4" ' _ Rusty olive brown silty 3-1/2 ' - 5 ' 4 ' 4" - 5 ' loam 5 - 5 - 6 - 6 - 7 - 7 - 8 - 8 - 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 ' 2" feet of depth. Observed at 1 ' 4" feet of depth. Not present in hole Not present in hole • Comments : Comments: • CERT.#00627 PERCOLATION TEST DATA SHEET a.m. Percolation test readings made by S—P Testi ng. T n r._ on 6-1-9 2 starting at 7! 2(1 /l' Idau! Test hole location 685 01 d Long Lake Rd. ,Hole number 1 ,Date hole was prepared 6-2-92 Depth of hole bottom 12 —inches,Diameter of hole 6 inches Soil data from test hole: • Depth,inches Soil texture 0 - 12" Topsoil dark brown loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches nn��,, Date and hour of initial water filling 6-2-92 ,Depuroi 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 sip • hon • ,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 • 2: 10 prefill 6 2: 20 2: 50 " 4 7. 5 30 min 2: 57 3: 27 " 3-3/4 8.0 " " 3 : 28 3: 58 " 3-5/8 8.3 " " • • Percolation rate =_ 7.9 minutes per inch. r R r CERT.#00627 ' PERCOLATION TEST DATA SHEET S-P Testing, INc. a.m. Percolation test readings made by on 6—3—9 2 2:21_starting at �mr.► Test hole location 685 O l d Long Lake Rd. ,Hole number 2 ,Date hole was prepared 6-2-92 Depth of hole bottom 12 _inches,Diameter of hole 6 inches Soil data from test hole: • Depth,inches Soil texture 0 - 12" Topsoil dark brown loam. • Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches • 6-2-92 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 Time interval, Measurement, Drop in water rate, Remarks • minutes inches level,inches minutes per inch . ' 2: 10 prefill 6 2: 21 2:51 " 5-7/16 5. 5 30 min 2: 56 3: 26 5 6.0 " " 3 : 29 3: 59 4-13/16 6.2 " " • • • • Percolation rate = 5.9 minutes per inch. CERT. #00627 PERCOLATION TEST DATA SHEET a.m. Percolation test readings made by R-P Testi ng, T nr•_ on 6-1f 7 starting at 2 72_K12.m: • Test hole location 685 O 1 d Long Lake Rd. ,Hole number 3 ,Date hole was prepared 6-2-92 Depth of hole bottom 12 _inches,Diameter of hole 6 inches Soil data from test hole: Depth,inches Soil texture 0 - 8" Topsoil very dark gray loam 8" - 12" Dark gray loam • Method of scratching sidewall Knife Depth of gravel in bottom of hole_ 2 inches Date and hour of initial water filling 6-2-92 2 sluepm of initial water filling 12 inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hoursAutomatic 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 • 2: 10 prefill 6 2: 22 2: 52 " 5-1/2 5.5 30 min 2: 55 3: 25 ol " " 3 : 30 4 : 00 Percolation rate = 5 .5 minutes per inch. • CERT. #00627 PERCOLATION TEST DATA SIIEET S-P Testing, Inc. 6-3-92 2: 23 a' . Percolation test readings made by on starting at ,...11p44-`-N. 685 Old Long Lake Rd. 4 Nam; 6-2-92 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 very dark gray loam Method of scratching sidewall KN i f e Depth of gravel in bottom of hole 2 inches 6-2-92 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 Time interval, Measurement, Drop in water rate, Remarks minutes inches level,inches . minutes per inch 2 : 10 prefill 6 2: 23 2: 53 If 5-1/2 5. 5 30 min 2: 54 3: 24 " 5-1/2 5. 5 It It 3 : 31 4:01 5-3/8 5. 6 " " Percolation rate = 5 .5 minutes per inch. LOAMY SAND CAP PERFORATED LAYER OF GEOTEXTILE .. /-i LATERALS FABRIC PERFORATED LATERAL. GRASS COVER 6 INCHES . .fismorillak„. TOPSOIL SANDY LOAM SOIL— ,,, •••••,-;-•..- :LEAN SAND FILL 400.e..00.7.14gSPli- , ; ..7.. •- • ......, MAXIMUM SLOPE-.... Willigaillialli .. r ,-• 3:- LAYER OF GEOTEXTILE -•-.*:.. # /': Y,./ .1F TOPSOIL PLOWED OR 31 CTLEA(1 4 0 2/tR°CNINCHES 41 FABRIC OR 4 INCHES OF ... HAY COVERED BY . , .•',/- ..r'' . •7 i, BUILDING PAPER -/* • r . / / mr- L. at --sok. . -DISHED SURFACE . -.: / 4/4.// / CROSS SECTION A-A 11/i OR 2" .0..v. /... 7/ .;.• / / • PIPE FROM PUMP--I •`,!.-..1 1 . . # .1:./ / fa) ..• si v ,, .../„J‘ -- 1, 4, ..-- • /... / 1 • .- / pmE FRou ,. , PUMPING CHAmBER . ./r ''''.2 ) \ • -••P CLE4AN ROCK . . / 11./../ DIVERSION FOR . • SURFACE WATER I . . • ../- w I I • .1 i i - - x a _ ,..- ..7/1 lipe:.,..•• ...'/ ,,,/, / ,• /,/ ..- - G\ N. ... ..:•••• • ..--.0 ••••• / 0• --. -g•J ...../ ..nr...... /de ... , /yr 4.• . pERFoRATEo I :: II \ , LATEBALS : 1 \ \ •40' 4.. :RI 3....- . ::7;1.11i::::14.1.E.H ----:-z:-:----y',1- 1-----. : It .. , . . ...s...:....,„.....,„ w:IND ...,,, 1,.... ...... ,jel 36.. ...,,,..5...... BED AREA-- 1 1- a., • ) S06. . .„.1„ --..a.-::,-.1at;• • z . I a,.. • •,, •— •— ' . • I 0 6 6 I w o • 0 -) co z x . / I INCHE - _ INCHE20 1 / 04.;18. 0 __11,...S -- .o S 1 .1. / _ LAYOUT OF PERFORATED PIPE LATERALS FOR - • PRESSURE DISTRIBUTION IN MOUND - I I • ' • L J / I _ •- PERFORATED PLASTIC PIPE - DIKE TOTAL WIDTH 10 FEETL__DIKE .• . / < - k ------ rai6 ' 1 \ \--PERFORATIONS SPACED 36 - 5 * -- PP- .witollAridi :I I END ON CENTER. PERFORATION SIZE MAY BE V ' 7/ ' -- - VIEW is '•• A r` PLAN vlEw op ini•• 2...!!,• I . .6 ---- .. taaaaNiFOLD PIPE END PERFORATION OF A PERFORATED LATERAL ,-,.. .. PERFORATIONS ON BOTTOM OF ',••••.'44_------- osoe--Al. z & um.* A :.2.•crag ' . Ot.-...•......... ..,-,_..i.... .. sow Law .1,Zr of triszt:Ftrk Whew- / (ALTERNATE LOCATION . -. . spollt t roma papier . OF PIPE FROM Pomo) , . 'Fi.ir--r". .Brrrrommial itile• son omser.i.ramummaly _ / - / END CAP /0., i..... •Gssoor •• sem. Leo, ,ay rkiffe. Roc_ ., : Lew 12.to Edge LORAL \4 :. Perfewelans lecoted et Ler"' >.„.....„....----- A RFOR rEo . 2.PIPE FROM Sem=ea LAttete1 OF PE PumPiNG CHAMBER . - - - •- • - • fri i — \ _LE Orlipanei $ea Prowl,Scattlied Stier*Poem* Send Levet y - • 1 1 1{ • • WATER TIGHT Q LOCKABLE ELECTRIC BOX-- , REDWOOD, CEDAR OR T EATED POST (4 x 4 min) PLUGS OR ELECTRIC CONNECTIONS— — l-ALLI, ELECTRIC CONNECTIONS MADE 2" PVC CONDUIT SCHEDULE 80 I- -r IN ID OX MANHOLE COVER CHAINED B LOCKED 6"�� LLEOOPLEM�ER CORD FOR SEALED MANHOLE RINGS-- 10% FINA GRADE • , 9. •"q r AT LEAST 12 B LOW GRADE UNION �_ —WIRE FROM POWER SUPPLY (- ' PIPE IS LAID ON A UNIFORM SLOPE FROM oll pP STATION UP TO SOIL TREATMENT MEA /4.; vM. FOR PROPER DRAINBACK SEALED TANK COVER i--IF PIPE AT TANK MUST BE LOWER THAN UNION. TO GET ELEVATION FOR DRAINBACK, PLASTIC ROPE OR CHAIN 1, A I/4 INCH WEEP HOLE MUST BE USED WITH ANCHOR----,,, — WEEP HOLE ALARM FLOAT ON SEPARATE ELECTRICAL CIRCUIT-- v i I , NOTES: ELECTRICAL WIRE FROM POWER SUPPLY START _UAL9_ _'_ �.• di __ MUST NOT RUN OVER ANY TANKS BUT MUST BE LAID BESIDE OTHER TANKS 3" 1� • AND UST BE PLACED IN CONDUIT T SHUT:9.EF_j.,EVELS_ _, -_ _ ELECTRICAL CORDS FROM PUMP AND \ FLOATS MUST BE RUN THROUGH CONDUIT. WIRES CANNOT HAVE GROUND PUMP CONTROL FLOAT- . )10 CONTACT. ' loop —/0e d 4 Figure F-8 Alk METAL COVER v- -I. ClID I', . i • w • Ink -14kcill":1V-4:. 4 I -v., ,, , .�. I , I v, r Ni i I CONCRETE t:+ MANHOLE RING k METHODS OF SECURING MANHOLE COVER TO PREVENT UNAUTHORIZED ENTRY • Figure C-14 „r ,1 • • VERTICAL SIDEWALL SEPTIC TANK FINISHED GRADE T LEAST6”TO 12"COVER AT T4LEDIA.—..,,� 1" 4" DIA. MINIAT LEAST I" j-� a AT LEAST I" 1 1 I ''. .. . MO- `!� �' V _ A + &._.... I I A DIMENSIONS FOR TANKS WITH VERTICAL. SIDES 1 1 V ylnt?TH. W 24 MINIMUM + _ __-. LENGTH S ,A 2 TO 3.TIMES THE WIDTH DIAMETER 60 MINIMUM ,--- • DEPTH, 0 30" MINIMUM. 78 MAXIMUM C . \ A 0.2 0 �--- •AT LEAST . .. - 6" g 6_MINIMUML•0,2 0 MAXIMUM 3 � 040 • -- •-AT LEAST 4 FEET- -`" -.I 14014 5: I. SANIIMIN'IICS AlifAnt 4INCISES NE11AINirn 4. AMMAN EO virci MIMIMM.LOCAIEDWN11NIfPIC11Es. P. 111Cnf.SLIM.UE cox onlMOW 1INMIOUS.MLEAst Irt1EIMMK*ENW1t11N/13WM,Of IIICIMACE WALLA. /IME)loCA1Ell W111 M111 LEI Or All TAM • II IE amNOtwEII nm etOC/WEEN PA/Cr (I OE MI:Ulf 0 10141E601=CAA. WALLA. WI111•. 3. /WM1111'l'Cwoe P11'fOfAtlEA91MMK:IICSMAM`tEn NEAr1EStPOM11ONDAME WALL UENOI@BS IIWIMMGE On A/4.0411041 SI MU NE LOCAL EO own 0011111E MEI On PO MOM MAN IS NG ES. NM)WIIEIUCVICCA 114ECEWI1EJTU44COr11F.reetclg1 •. 10111101rwNlALCY11I1n,CN.1NNIS011ACN11UNAIS5.150 ri'f•SIMIOE11cAMC AS II ICCCNILm000rnee AND DIP :NSIONCISDM0. ONILE 01'EN64O6OII6AMINI4 IECS A II M•)MI51•ECI101I P1•C 1AMI K IOCAIkOIt 14•44 IN Hi'..111Et ANl•t*lll II — SN ILlS. • . PENCIL 1 MARKS twill t• .11 *. 4 3 MANN. E y RN IMII _INLET-. �,1� ► �`r'• �s`�1.�•�I •ii • OUTLET v' OUTLET LEVEL ..::,••_.M.,-." I 19 y • T1' 1 . _ SCUM.-CLEAR" •:.111 -7.:— ,i • CLEAN OUT TANK WHEN. • _ -__ _G" 7 XIS3'ORLESS OR h I 'r IS 12'OR LESS -__.,tet.__, 7.-.--.• 30' y, •:.•,••,•::a.•:�.'•• `SLUDGE � BLACK DISTINGUISHES SLUDGE k� rI';i"I'.'' , ,.. I'•• , LAYF�R FROM LIQUID ri. •.i 't1: ;•. ':1 r V 'p MEASURE SCUM AND SLUDGE ACCUMULATIONS IN THE SEPTIC TANK DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED 9-74i PERMIT NO. '1 C -/ COMPLE ED )i ADDRESS / I!/N OWNER CONTR. y�'Y91 r,l '— TELEPHONE NO. DESCRIPTION Tn�S Uj 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO—FINAL 27 .T. 21 COMPLAINT IQ 09 PLUMBING RI 22 FOLLOW-UP 10 PLUMBING FINAL 23 - I• •L OWNERICONTRACTOR TO MEET YOU: ES_NO CI COMMMrMENT& 17/6 pa)--09) ----/a90) >. �. ci.,• p) &e. i a„ ir13o is d GYA r Z W W cc ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT 0 CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor o si i Inspector. gi° White Copylinspector's File Canary Copy/Site Notice DATE TIME p CITY OF ORONO CALLED IN /At) ! r INSPECTION NOTICEiSCHEDULED __ ! O PERMIT NO. �-�cb4 // COMPLETED " lea ADDRESS a��r l___ OWNER 0 iid., T CONTR. 1 y/ TAYLSA/N TELEPHONE NO. ti DESCRIPTION la, 01 FOOTING bCHALRI 16 WELL TEST PUMP 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING H 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION is 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO—FINAL 27 • .T. 21 COMPLAINT ct Lu 09 PLUMBING RI 22 FOLLOW-UP v 10 PLUMBING FINAL 2 EPTI AL Q OWNER/CONTRACTOR TO MEET YOU: YES NO 2 COMMENTS: Q. CC (fry — CoPhle,e) 741'W' ; CC O W cc Q 12 W W CC d (Y ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC W / ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR 17 CITATION ISSUED 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor,-n it Inspector. White Copy/Inspector's File Canary Copy/Site Notice V DATE TIME CITY OFEC ORION NO CALLED IN __� _ __�✓r INSPECTION N T CE L[ SCHEDULED qq� _ 3 PERMIT NO. O7 ��,,JJ COMPLETED /0/00 ADDRESS0;21 OYdL /�� •• _ OWNER CONTR. L77Yf�!I�»�" ' TELEPHONE NO. DESCRIPTION K �� W 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING H Q 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 - -. T. 21 COMPLAINT IQ 09 PLUMBING RI b. 22 FOLLOW-UP 10 PLUMBING FINAL 23 SEPTIC FINAL ck OWNER/CONTRACTOR TO MEET YOU:IES_NO COMMENTS: cc Lu Rjaii ,g/zi Are34-S ‘td C 9 C 40/1S' are/1 It' WgY— ri n ✓ 0; W W 7NORK SATISFACTORY:PROCEED CI PROJECT COMPLETE W CC ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN CISTOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor o s; -: / Inspector. %A% /1i'✓ White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE/ / SCHEDULED '�l PERMIT NO. /4&01 COMPLETED�`� f I–J /I. o ADDRESS gS70/4/L (Ike • �`OWNERiftr� CONTR. J gj( f1SOIY\ TELEPHONE NO. DESCRIPTION F./VA I L 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING h 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORENVETLANDS 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL 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 LU 09 PLUMBING RI 15 SEPT LL. 22 FOLLOW-UP 10 PLUMBING FINAL Q OWNER/CONTRACTOR TO ME • . ► S_NO C) COMMENTS: cc Lu FikifQ. Awl ,#arnn, a m)rover tr, c EQ1( q . ' W 0; Q W W d W ❑WORK SATISFACTORY:PROCEED /PROJECT COMPLETE C ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contract r • ;te: Inspector. " ' White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NO,TJICE SCHEDULED / /;?4(3 PERMIT NO. `iLC,,01 COMPLETED _AUC ADDRESS 7ErirL.eJP 4 OWNER CONTR. -4i I' 1 TELEPHONE NO. a DESCRIPTION ti 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP • 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING h 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 SEWER HOOK-UP 06 PROGRESS ✓ 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT ci Lu 09 PLUMBING RI 15 SE- TALL. 22 FOLLOW-UP 10 PLUMBING FINAL4413.5117 -10 Z OWNER/CONTRACTOR TO MEET I:_ ES_NO I y COMMENTS: (2' -dY& cc "frid (:2/1j/erOdTfrer4d oc 0 W CC Q W CC W ❑WORK SATISFACTORY:PROCEED /PROJECT Lt 9 CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O 0 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 Owner/Contract' • s; -. Inspector. iti,.W���, White Copy/inspector's File Canary Copy/Site Notice