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HomeMy WebLinkAbout2017-01464 - mound septic CITY OF ORONO 1111I I II �'! IIil 1 * 20 1 7 - 0 1 464 * 2750 KELLEY PARKWAY DATE ISSUED: 11/21/2017 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 4620 NORTH ARM DR W PIN : 06-117-23-23-0002 LEGAL DESC : UNPLATTED 06 117 23 : LOT 000 BLOCK 000 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT) ACTIVITY : SEPTIC(MOUND) NOTE: MOUND SYSTEMS (3)PRECAST CONCRETE TANKS 2250 COMBO 1000 LIFT APPLICANT SEPTIC NEW OR REPLACEMENT 400.00 HAYES&SONS EXC. INC. TOTAL 400.00 Payment(s) 263 82ND STREET S.E. CREDIT CARD 5293 400.00 MONTROSE,MN 55303- (763)479-1762 Minnesota State License#:sept-L640 OWNER WINTER,DONALD 4620 NORTH ARM DR W MOUND, MN 55364- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. � �� ,, 2 ,/,z�/ . - 7 A ltc$fft w;-` 'ee .4 ature Date / Iss d B .i ature Date PP T ,,�1 City of Orono FO CITY USE ONLY KILN P P.O.Box 66 /( d� 'i 2750 Kelley Parkway Date Received>> Crystal Bay,MN 55323 Perrnit# C�G'� 11— D 14-(p F I. . Phone:(952)249-4600 ;1'r11Hoa-8' Fax: (952)249-4616 Approved By Amount$: CITY OF ORONO—SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Official) -C i n y- "'`{ --._'� F t„Er f-'�,.fit t li Site Address: ://(b Z-0 )10 0141A 41ce-P't .is' P • vi Owner: -0 0 I Li) j h.4 .V$' Mailing Address: L4 ?if, iO. r(afh pts City: 0 vw'-..e9 Zip: Home Phone: Alternate Phone: ; ver Contractor/App: , -44- `rte c-FS v2A 5 Contact Person: (2...�4). Address: Z4,3 i2. S 4- S t-`- State License #: (____Lo 4.o City: tro-,-/4?--'-‹ Zip: 55-3 62 3 Expiration Date: 2--2)/, " Phone: 76 3 ' 'i' ? - / ?(o z Alternate Phone: l Z -24 j- S.t.,.tkAlla k P_,(L, it W 4 4 . r ':, ' A,.�r< �, ,� cu.�'a.,..r _.:`,.4.,2 �, �� s -s:-a?tt� ,.ice-�.������,. s�'�Yis,.�s '."�`�+4��e�,i' ' Residential ❑ Commercial ❑ Other g((; 44,..% ` X net ..y �C i'�v r' ` j r $w---20. t�.-- , r t - it. ri ,d-. ; 3y I C `< <i e r- x',0c.:(...-_,3 k' io 5 >s� "x ^.._. .F, ,. ,��,�I� _..i;, � e ., I :i F i : -. � � -;: '4-- k,' e� ec�i.`� P[,� el e`.L� 4 `� "i �.>n Tanks: Erecast Concrete ❑ Fiberglass ❑ Plastic ❑ Other: Number of Tanks: a42255 3 Size of Tanks: z_2.S7) . Cs4- h c, l /Fr Type of Activity: ❑ Trenches Mound ❑ Pressure Bed ❑ Chambers ❑ Holding Tanks El Pre-Treatment ❑ Other NOTE: Provide an As-Built of the system before the final inspection. A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS. Page 1 a New or Replacement System $400.00 ypo Repair Existing System 100.00 (Tanks or Drainfield) Total $ L7/00 The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all the work in strict accordance with ordinances of the City and regulations of the State of Minnesota and certifies that all statements made on this application are comptete;true a l -• = t. Irkr Date: Signature of Applicant 7 MPCA License No.: Staff Review: n cept /54 Denied Reviewer: tit Date: 7//7//7 Reason for Denial: Comments (to be printed on inspection card): { ft' . ., , _.... t C i 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. *** DO NOT MAIL PAYMENT WITH THIS APPLICATION *** 2. Permits will be only issued to contractors holding a Minnesota Pollution Control Agency (MPCA) Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. 4. The following inspections will be required for all septic systems: A. Tank installation prior to covering. B. Drainfield trench installation prior to covering. For mounds, inspection is required after rough up, but prior to sand placement (sand must be jar tested for silt content) and again during pressure distribution piping installation in the rock bed. C. Final inspection to verify final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. MPCA licensed Installers or their DRP (Designated Responsible Person) shall be present during all inspections. Page 2 ideeft9 rt THIS SYSTEM IS DESIGNED l0K•96 . FOR BEDROOMS. ANY INCREASE IN NUMBER - 6 le,1 0 BEDROOMS INVALIDATES THIS DESIGN. z srgH Joseph Olson I .B.A. s 0 - idoo P Rusty Olson's--Soil and Percolation Testing Joseph J. Olson--MPCA License#810 11481 Riverview Rd.NE, Hanover,MN 55341 (763)498-8779 Fax(763) 498-8290t, If .vn: 17. 2017 Don Winter 4620 North Arm Drive \V. Orono. Hennepin County This on-site Sewage Treatment System is designed for a Type lfour-bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The aeriodically saturated soils were located at 24-28 inches(mottled soil). Due to the periodically saturated soils, a pressurized mound system with 6 inches of rock will need to be installed to treat the septic effluent. The oottom ot.the treatment area must be located at least 3'above the saturated soils. This system is designed with 6 inches of rock he existing.septic system does not conform to the state code chapter 7080 All neighboring wells are greater than 100' from proposed treatment areas. The soils at a depth of 12"have a percolation rate averaging 6 MPI. The existing septic tanks must be abandoned and a 2250-gallon septic tank needs to be installed. �... new tanks need to be insulated if there is less than two feet of cover over the top of the tanks. Clean outs tnust be 'installed on the end of the laterals for maintenance. ♦''. ;u0 _anon pumping chamber will need to be installed to lift the effluent to the treatment area.The power sLi.).D1 and switches must be located outside the manhole and pumping chamber in a weatherproof enclosure. A warning device must be installed with light and sound devices:this is in case of a pump failure. A flo,.+ measurement device must be installed. Including but not limited to a water meter.event counter,running time crocks or electronically controlled dosing. Nothing other than arae water,(laundry,showers.etc.)Human water and toilet tissue should be disposed of into the septic tanks.Garba2e disposals are not recommended.Additives must not be used; they may cause harmful damage to your septic system. It is recommended that You pump the tank every two years for two septic tanks. CITY OF ORONO SEPTIC PE IT P REVIEW INSPECT R ATE /ll7 PERMIT NO. /7- /Y(1-- APPROVED AS SUBMITTED APPROVED WITH Colt RECTIONS AS NOTED ED NOT APPROVED-CORRECT&RESUBMIT These comments Lire for your inforntttion. All work shall be done in full compliance with all applicable ,eptic and zoning code. Requirements including items not shrci fiailly noted in this review. KEIT THIS PLAN SET ON St1L AT ALL. IlMl S f ,r , .,.. ... 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(. f K n ( °' k ! 1? ) .1."....."1"''''..".."'''''.."-." , • t�` :xt •l? 1w CL 4ci I I JA Ft L, tom"" d Frs A7. . 1111,fr- 11 1 1 '4-, ! . 2, 4 j _ p. r G C. F aii �. , mac { , i N C i- s `- al Al ., ,, ,,, /i itl.rc;11 ...e: dii,---) ii ;.• .\ „;,,, , i c- h4 i ' • 4 ' , , ,,- \ • A \• 1 lifr ; ' .:, lifir 1.4 • 1_ fl , ... : t:-.-- - .., it] ,,i, i .6. 1 ,, r- 1 . 1'3 181P11 I - • + 1tl . 0 �. 1 'i ,Cs, r i t = { C 1 S f ry tii Rit i s i ! .fr r r- HH 4 Q ..{ 11 7 T2fiI 1 (..J 1 0 w C i • 2011 purple code Mound Design www.SepticResource.com (vers 15.2) 1 Property Owner: Don Winters Date: 5/17/2017 E Site Address: 4620 North Arm Drive W. FID: Comments: instructions: { = enter cata =adjust if desired I 1 = computer calculated - DO NOT CHANGE! ;bedroom Type j I Residential System _ 630 ;GPO design flow Yes ;Garbage disposat or pumped to septic 50% larger tank with multiple comp/tanks 4, i 2250 'Gat Sept:c tank (code minimum) 2250 Gal Septic tank (design size / LUG req'd) Tank options: none 1 1.2 'GPD/ft`mound sand loading rate contour loading rate of 12 req's a mir50 ft. long rockbed 1C.: 'f: rockbed width ( 50.0 ft rockbed length ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both) end feed manifold connection It' 3 laterals 48.0 feet long 17.0 perfs 1 lateral 51 perfs total (1/2 a perf means the first perf starts at the middle feed manifold) 7/32 finch perfs at j 1 feet residual head gives 0.56 gpm flow rate per perforation for this pert size& spacing, & pipe size on line 12, max perfs/lateral= 30 , line#8 must be less --> " 4.0 caseser day Y ( 4 minimum) 53 !ea,:o:.s per dose (treatment volume) 2.00 5x 2.00 !inch diameter laterals must be used to meet"4x pipe volume"requirement r--__ 2.00 3x 1' 1 45 ,feet of 1 2.0 ;inch supply line Leads to 8 gallons of drainback volume (Tip: "top feed"manifold to control the drainback; ;*, 1 158 (gallons TOTAL pump out volume (treatment+ drainback) 13 Beet vertical lift from pump to mound laterals, leads to a: 129 13PM @ j 0 feet of head, Pump requirement (note: >50gpm may require an extra 3-6'of head) r—� i7 ! 500 !gal Dose tank (code minimum) 1000 gal Dose tank(design size / LUG req'd) at 25.00 gpi Leads to a N, I 6.3.1...ch swing on Demand float, or timed dosingof 5.4 min ON (confirm pump rate with drawdown (tr, s delivers Average flow, =70%of Peak design flow) 9 hrs OFF test and adjust as necessary) 1 r, `2 ;.Hones from bottom of tank to"Pump OFF"float F., 18 :acnes from bottom of tank to"Pump ON"float, or 12 inches to"Timer ON"float if time dosec e 2 ,';acnes from bottom of tank to "Hi Level"float, or ; 31 inches to"Hi Level"float if time dosed i 22 475 •gaaor.s reserve capacity (after High Levet Alarm is activated) 4 4�gpd/ft` Aasarption area Soil Loading Rate, which gives a mound ratio of 2.7 (minimum) I (this must match the soil boring log) desired mound ratio 2.7 1 12+ 9 ;percent site stope (0.20% range; 9 (%downsiope site slope, if different than upstope; I, I 28 finches, or !23 ft. to Redox or other limiting condition (need at least 12"to be a Type ;) Treatment zone contains 0 inches of 0%soil credit, and 0 inches of 50%soft credit. Giving a: "2 finch, or 1.0 Ift. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!! -, I1 27.0!ft.Total ABSORPTION width (with sand beyond rockbed as follows:) 0.0 ft. upstope and sideslope .7.0 (ft. Downslope a.v`c slc.Ie -at'os give BERM widths (topsoil beyond rockbed) of: - ,- pope ratio 7 ,ft. upstope berm ~i_;,cesLope 12 ft. sideslope berms B 3:', cownslope ; 20 ft. downslope berm ii Overai Dimensions: 10.0 ft. wide by ! 50.0 : ft. long Rock bed 37 ft. wide by 74 ; ft. long Mound footprint 1 r--4" inspection pipe I P PP 18" cover on top k Ui�slope berm [� '—� i a Downslope berm l 20 l s I e ` __._._ ®_ — —, 12" cover on sides 1 i - .. o' loamy cap cttopsoil', __ 7-__ C -r s( r ______4; -- ,.0 _ 2.30. � fI (' Absorption Width p 2 a Note: II" For 0 to 1% slopes, Absorption Width is measured from the Bedequally in both directions. For slopes >1%, Absorption Width is measured downhill from the upstope edge ci the Bed. > ROCK Bee: a !� 10.0 'fitf . by ' 50.0 'ft. by 6 inches under pipe, plus 20%gives 17 Cyd'or*1.4= 24 ton 1 Mound Sand: rote: volume is based on 3:1/4:1 slope from top of rockbed, Exchange sand for loamy cap if desired) 11.9 up - 1 43.5 (downslope - 9.3 ends+ 26.9 under rock= 110 yd'or'1.4= if-71571.1ton plus 20% 13s. Loamy Cap: 33 'ft. by i 70 ?ft. 6"deep, plus 20%gives 1 52 lyd'or`1.4= 73 lton , -c:so i : 37 ift. by 74 !ft. 6 deep, plus 20%gives5 C 61 yd or'1.4= $., ton hereby c tify that ! have completed this work in accordance with all applicable ordinances, rules and laws. Rusty olson's Soil ti Perc 810 5/17/2017 esigner Signature Company License# Date !nstaUter Summary 2250 ;gallon Septic tank (minimum) Tank options: none _ wx,larger 1411K wnn rnutupLe comp/La 1KS 1 1000 !gallon Dose tank (minimum) at 25.00 gpi ! 29 (GPM 0 1 20 Ift. of head, Pump required 6.3 finch swing on Demand float which translates to roughly 4.2 inches of float tether lengtn if time dosing is required --> 5.4 minutes ON time 8 9 hours OFF time } 118 'inches from bottom of tank to"pump ON'float, or 12 inches to"timer ON"float 21 !inches from bottom of tank to"Hi Level Alarm"or 31 inches to"Hi level alarm" if time dosed r-- 45 ft. of j 2.0 'inch supply line with end feed manifold connection (Tip: "top feed"manifold to control drainback) 12 !inch, or 71701 ft. Sand Lift Mound `0.0 If:. wide by 150.0 ft. tong Rock bed 3 .aterals 1 2.00 (inch diameter 1 48.0 Ift. long 3.0 ft. lateral spacing ' 7/32 inch perfs , 3.0 ft. perforation spacing j No Effluent filter E alarm , ..ean out&valve box assemblies 27.0 ;ft.Tcta!sand ABSORPTION width (minimum) 0.0 1ft. upslope and sideslope (sand beyoria rockbed, minimum) 17.0 ft. Downslope Specific slope ratios give BERM widths (topsoil beyond rockbed) of: 3:1 Lps.ope ratio 77-7ft. upslope berm 3:1 sices:ope 12 ft. sideslope berms 3:: ccwnstope I 20 (ft. downslope berm 4" inspection pipe 18" cover on top ono l<1...Ipslope berm I � Downslope berm lr20 1 I �_,.. _.� _.__�__...._. __ 12" cover on sides Vr.--_.. — —_�e..�.______ (6"loamy Cap&6"topscii) 2.3 ,: 27.0 lc Absorption Width Note: For 0 to 1% slopes, Absorption Width is measured from the Bedequally in both directions. For slopes >1%, Absorption Width is measured downhill from the upslope edge of the Bed. Rock Bed: 17.0 ;yd'or`1.4= 24 ton 6 inches under pipe .v,ccno Sanc: 110 yd"or'1.4= 154 ton calculation based on 3:1/4:1 slope from top of rocKbe _camv 52 ;yd'or`1.4= 73 ton 6"deep i-- Topsc l: 61 aya-or*1.4= 85 ton 6"deep INSPECTOR CHECKLIST - mound 4b1U North Arm Urtve W. setbacks: 20'to pressure tested sewer line (5 psi for 15 min) 50'to everything 100'to dispersal area with shallow well PROI).:.iti'Y 1.1\LS setback: 10'to everything Rk,ad setback: platted: 10'prop line. Metes &bounds: out of road easement, or outer ditch. . LAK[:1 BL't setback: 20'for bluff. Lakes: GC_, RD_, NE . Protected Protected wetland i3t,iicin`setbacks: 10'for everything, 20'for dispersal area. V ATR L1.NE=,under pressure sc 10'to bed,tank &sewer line. (else sewer line > 12"below) Sewer line & baffle connection (no 90's, 3'between 45's, slope min 1"in 8', max 2' in 8') ;no deptn reqs, clean out every 100', Sch 40 pipe) Septic tank ant risers (water tight, insulated, proper depth, existing verified by pumping) rnfg 2250 gallons none i Riser over out.et. riser over inlet or center, and 6"- inspection pipe over any remaining baffles. No „f,aent filter & alarm Dose tank risers and piping (water tight, insulated, proper depth, drainback) mfg 1000 gallons dose pump 29 gpm 20 head VERIFY PUMP CURVE 5.4 m n Or 9 hr OFF r—, float setting drop 6.3 incnes at 25.0 gpi "DESIGNED" 4.2 inches approx float tether length 156.0 gal dose divided by gpi "INSTALLED" = inches float drop (field corrected _ ABEL pump requirements and drawdown on riser or panel Cam lock reachable from grade - 30"max. J-hook weep hole. Supply Line access (no pard 90's) 2.0 inch suppiy pipe: Sch40, sloped 1/8'4, supported by 4"sch40 sleeve or compacted. and buried 6"+. splice box / control panel / electrical connections flow measurement: CT, ETM, time dosed, home water meter r mou-c absorption area rougn up mo::7d .-oc'k:dimensions 10.0 X 50.0 Sanc lift depth 12 inches. (Jar test : 2"sand leaves < 1/8"silt after 30 min; Absorption Sand beyond rock 0.0 upslope 17.0 downslope Bermee topsoil beyond rockbed 7 upslope 12 sideslope 20 downslope r—: cover depth of 12-18"- VERIFY i f 3 laterals (1-2'from edge of rock) 2.00 inch pipe size (Sch40 pipe & fittings) 3.0 ft lateral spacing r—, 7/32 :non perforations r—' 't perforation spacing Air inlet at end of laterals, and at top feed manifold if necessary. VERIFY cLean outs (no hard 90's) 4"inspection pipe to bottom of rock, anchored VERIFY 7-1 Abandon existing system - if necessary E--1Re-use existing tank certification mc,nitor,ng pian and type we . abaneenment form - if necessary I / / C je l _\ . E t { 3 | i ! � f § \ . 17 2 ƒ ' / \ 2 / / / k \ � ° b k \ \ Eo. o F '� } jam } 1 " \ \ L . c.. _ | ] I ( � ) 2( � R . J -_- r,.-,i = ti f ± + cc I \ i 3 2 / 1 I t% I | r , rj._ - ]5 co k \ } = . . .1) ƒ 0 I 7 2 § C ( f \ 5 c % 3 2 e 4-0 I " \ CU . -to 44 I I§ > -v @ : P I § m 2 § I ¥ . F c 2 m . ijj g © 7 ] � E _ U I ��tu © a ° 2 k • 7 / Cl.) 3 a �\ if , } { | i111:11114r--' ��| Soil Observation Log w„w.S,p;icl:csource.co ;vers 12.4 Owner Information i 1 I Property Owner-project: Don Winter Date 5/11!20;7 l `Property Address PID: 4620 North Arm Drive W. 1 Soil Survey Information refer to attachea soli survey i (Parent mail's: 7 Till Outwash Lacustrine j Alluvium ____J Organic Bedrocx j iungscape position: 2 Summ Shoulder �4;Side slope L Toe slope I I (soil survey map units: L22C2 slope 4-9 % direction- linear 1 I i 1 Soil Log#1 1 I J Boring C Pit Elevation 100.4 Depth to SHWT 28 inches Depth i in.t Texture fragment% matrix color redox color consistence Lcrade shape 1 I 1 ` f . 1 I 0-6 1 Topsoil <35 10yr312 Loose Loose Single grain 1 I c I 1 i 6- ] Gay Loam <35 10yr4 3 Friable Strong Block i 4 ! j 1I I I i 1 16-28 I Clay Loam <35 10yr514 Friable Strong IBlock} I I P 1 i I 1 I 28-36 I Clay Loam <35 i0yr5.'4 10y4!8.1-6110y Finn iStrong Bir>c> I I '35 loose loose ir._ic grain 35 -50 friable weal granular bio kv I >50 I fine �rcderate r ism:u: pia: i strong � rigidmanStve I i 1 i i /50/1G�y5 kt , C acesr 71 ev ' & /1//c//7 . • • I 4610 N,-.):-..I., Arm Drive W. Soil Log#2 ! 7 Boring ' Pit Elevation 100.4 Depth to SHWT 28 inclie> Texture fragment% matrix color redox color consistence grade shape . . . 1 , Topsoil <35 I Oyr3,2 Loose Loose 18inl.lie gc.im 1 i i t,- 6 : i'ii.-. I.oanl <35 10yr4'3 Friable iStrona 3,06; I i 1 I 1 .6-28 . C14 ',Darn --:35 I 0yr5'4 Friable ;Strong 11510,:.1.0 ! 1 i 28-36 C la) Loam <35 1 10T54 I 10y4/8,1-6'I Oy FirmStron i ‘, ,_ ... !Block N loose loose _° is-megmli. 3 friable i weak firm 50 Imoderate PrisMat, pit i rigid ;st ron a mas,n,e i - i-i-62 ''..'s orth Ar:-.-. Drive W. Soil Log#3 Boring . Pit Elevation 98.6 Depth to SHWT 24 inches Deptn (in, Texture fraamen: '!"o matrix color redox color consistence grade i shape I0-8 Topsoil <35 10)T3'2 Loose I Loose ISingie grain 8- 6 ,..oam ''35 I Oyr4/3 FriableII3loci, ! ;Strom; 1 1 16-14: Clay Loam -:35 1 10yr5 4 Friable IStrong P.1,,c-0 1 1 i 14-30 "-lay Loam .c35 1031.5.'4 I 0y4/8.1-6'I Oy Firm Strom.._, loose ,loose , <35 I friable Weak 1!.,::: :,..:a rs;,,,:..':• 50 35 -50 firm ImoceraIe > Ii rigid l strong ; .._,/,•17i !/.4s work was completed in accordance with MV 7080 and any local req's. Rusty Olson's Soil & Perc. z•i :;) si, naii.,:u Company -,cense 7: • Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 1:00 P.M. On 5/12/17 Location. 4620 North Arm Drive W. Hole number: 1 Date Hole was prepared: 5/11/17 Dept of hole bottom_12"_inches, Diameter of hole_6"_inches. Soli data f.oh-,test hole: Depth.. inches Soil texture 0-6 Topsoil 10yr3/2 6-12 Clay Loam 10yr4/3 Metnod of scratching side wall: Knife Diept~, of grave in bottom of hole 2 inches: Date of initiai water filling 5/11/17 depth of initial water filling 12 inches above the hole bottom V,e"-.od 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 tests 6 inches Time Time Depth Drop in H2O Perc Rate 1:10 1:25 6" 2.5 6.0 1:28 1:43 6" 2.4 6.2 1:44 1:59 6" 2.3 6.5 AVERAGE PERC. RATE 6.3 MPI Percolation Test Data Sheet Lic.#810 percolating test readings made by: Rusty Olson's Perc. starting at 1:00 P.M. On 5/12/17 Location. 4620 North Arm Drive W. Hole number: 2 Date :hole was prepared: 5/11/17 Dept, of nole bottom_12"_inches, Diameter of hole 6" inches. Sc.i Gate from test hole: Deet, nes Soil texture 0-6 Topsoil 10yr312 E-12 Clay Loam 10yr413 Vetrtod of scratching side wall: Knife et of gravel in bottom of hole 2 inches: Date c` initial water filing 5/11/17 depth of initial water filling 12 inches above the hole bottom i'J,etn:oo lace to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Max:^-.'urm: water depth above hole bottom during tests 6 inches Time Time Depth Drop in H2O Pero Rate 1:26 6" 2.5 5.8 1.21: 1:42 6" 2.4 6.0 2:00 6" 2.3 6.0 AVERAGE PERC. RATE 5.9 MP! DATETIME J TIME ScA-- V CITY OF ORONO CALLED IN //— /2�' / 7 INSPECTION 10E ,1)Licq SCHEDULED /1- 2a--i7 in op PERMIT NO. NQT / (/ COMPLETED ADDRESS (to o)0 A-fm OWNER P1Y 'LITELEPHONE NO. CONTRACTOR DESCRIPTION d oe i~ W ❑ FOOTING 0 EMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING O ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL II 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO to COMMENTS: / ge- '/ 4704 c400cc 0 #::,7,6 — cc W 01 ' cot/ I/ /CC 0 kis)/ + -(1 it d Po m APA/ri.he7 (7 4- W z W CC J a Lu WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE ❑C RECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ID CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ElSTOP ORDER POSTED.CALL INSPECTOR CI CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Cdr.r on site: _ Inspecto White Copy/Inspector's File Canary Copy/Site Notice DATE TIME II CITY OF ORONO CALLED IN INSPECTION,ROTICESCHEDULED PERMIT NO. /7- 0I06`l-, COMPLETED /r/ 7/1-7 z•(no ADDRESS 6 >V � metia^i yfG OWNER TELEPHONE NO. CONTRACTOR E DESCRIPTION re/1/4S tai 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING r. ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION 4C 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS 1, ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP mi ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE EPTIC INSTALL C OWNERlCONTRACTOR TO MEET _YES_NO R COMMENTS: fas 0. It '3br rno z 9 eii /"r cleft l000 ftJt17 / Jr tA/t I t p'te co --/--e 0 Q 7- 'JU1l t c�V G/ �� iI(9Vi/o i parr 1j c c c e 1 i kJ It OD`d covey W 0 WORK SATISFACTORY`.PROCEED ❑PROJECT COMPLETE WcC CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY ❑ RECT WORK,CALL FOR REINSPECTION TEMPORARY Ca BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR 0 CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next Inspection 24 hours In advance. (952) 249-4600 Owner/Contra '�on site: 4_I Ino Whits CopyMspactor's FIN Canary Copy/SIN Notice DATE TIME CITY OF ORONO CALLED IN —/ INSPECTION NO ICER!I/W SCHEDULED I- _. - 1 9`I PERMIT NO. v/1COMPLETED ADDRESS () At• 4-Y r1/) 3 OWNER T EPHONE NO.0 i e.- ' 85 a , i CONTRACTO�w..6'.4 (\/ • VIII 4 MA DESCRIPTION dor) - tu ❑ FOOTING 0 DEMO-Fl 4110 0 SEPTIC FINAL 11. ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS is ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO to COMMENTS. a 562 f cf 7 a'( dr 49 sig ecttt r j 0 R41^.40G .9e)— ,O i► **/e to/' O IQ Q . O D in/7; 11 t 1 p ..z W z W cc d W WORK SATISFACTORY:PROCEED 10 PROJECT COMPLETE ❑Ct RECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ElSTOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contract. •'site: Inspector. C7 i• 1-/ ` c White Copy/Inspector's File Canary Copy/Site Notice 1,/ DATE TIME CITY OF ORONO CALLED IN INSPECTION NpT1 E ,j J SCHEDULED �/ �/7 PERMIT NO.o[Q �` COMPLETED 1 ADDRESS &.� /V • '-rn 4: )1/71/.-ea— OWNERT EPHONE NOa/oT kff-S5.50 CONTRACTOR4A--7(--er— -45 DESCRIPTION '/ 6 W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI ❑ SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL ❑ RATED WALLS is ❑ INSULATION ❑ WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ✓ ❑ DEMO-SITE 0 SEPTIC INSTALL .C.--• OWNERICONTRACTOR TO MEET YOU:_YES_NO 0 r., COMMENTS: CC kW c ' '- �- OA cc O cc A ,t o /1/ i '— fi �Se d W Q 0 i©N' e 5ePd, sod ov -1- /vitt qstzig �Jc' ! s y)1e, Com( 4'c w ir1h zL / z fl/ '* .se eq ...S20 ,P G Cade CAcrhUs 7Uge P tAig Z. V-g 3 cr -7I A 's .fit ,� a W ❑WORK SATISFACTORY:PROCEED OJECT COMPLETE itW 0 CORRECT WORK&PROCEED ❑ ISS E CERTIFICATE OF OCCUPANCY OO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 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. (952) 249-4600 OwnerlContracto site: Inspector. °,‘1.- -i White Copyllnspector's File Canary CopylSite Notice )C tee, A cO I 1� / j Koko j aV w5 -,Z.'(� yF e City of Orono Septic Asbuilt Form .KESHOQ`� ,\ Address `/L Z ))u 1. ilV r" I'• U, Buildins Use S 0 Installer Apf 7 is .1-5a•,). License# L k:'Ifo Date 1/— L e -/ 7 Septic Tanks /3 0 0//wv Pump Tank j t,00 System Type g I ❑II El III, Mound El Trenches ❑Pressure Bed El Other Draw detailed diagram with measurements indicating distances to tank risers using 2 points from a permanent structure. Show location of drop boxes and length of trenches. T N .4 ______:), ' \Af c.,LA :c .1 , � ) i 4 1 , 11 \., U i , - 1 1. - ,(); ( , .5 9 3 A TB , e' (1 6 / i-7 ri , e/b z,..-- 9 ' ; , liz 1 ]