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HomeMy WebLinkAbout2016-00830 - septic CITY OF ORONO 11.111.111 IILI 11,11 III III II,II 2750 KELLEY PARKWAY * 2016 - 00 DATE ISSUED: 09/13/2016 ORONO,MN 55356- (952)249-4600 FAX: (952)249-4616 ADDRESS : 470 ORCHARD PARK RD PIN : 32-118-23-23-0011 LEGAL DESC : ORCHARD FARMS : LOT 1 BLOCK 1 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT) ACTIVITY : SEPTIC(MOUND) NOTE: MOUND SYSTEM-500 S.F. PRECAST CONCRETE TANKS-2250 AND 1000 GALLON TANKS APPLICANT SEPTIC NEW OR REPLACEMENT 400.00 MARTYS EXCAVATING TOTAL 400.00 Payment(s) 7185 RUTZ LAKE ROAD CREDIT CARD 1567 400.00 MAYER,MN 55360 (952)657-2548 Minnesota State License#:BUIL-768 OWNER JONATHAN NORRIS/CATHERINE MORRISON 2080 WEBBER HILLS RD WAYZATA,MN 55391- 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. /‘ /9 -e IS 0 9/ 3/ Ai" Applicant Permitee Signature Date Issued By Signature Date b N A, City of OronoP. CI TY/SE ONLY ,,j� D % VO 2750 Kelley Parkway Date Received: # o9/6—De ie Crystal Bay,MN 55323 ' / (952)249-4600 Amount: $ 1Q,/ ./ _' [p) � 1,itiplic, t�KESHG�� CITY OF ORONO - SEPTIC SYSTEM PERMIT APPLICATION RECEIVED (All permits must be approved by the On-Site Septic Manager and/or Building Official) JUL 1 8 2016 " r , . CITY OF ORONO Site Address' 7/11 s T C 0 $ Tim /-7L ,rn , s Owner: /7c d_ (-11A± &J Mailing Address: City: Zip: Home Phone: Alternate Phone: . r' i� i t 4 a a Contractor/App.: ( 1 ez.i-,v s 6 X c a '€ i>- Contact Person: t9-2e-e-1-7)/ Z/e./-kr,e'r--rwv Address: 7i 5'SS fL'T z L--1/lc 2va,9- State License #: 7G ' City: //31 74)/e4 Zip: ,1/45 , '5 16 0 Expiration Date: 2-3 1— 2 o a Phone: cc Sa- 4 S 7- 2sv Alternate Phone: 7 6-2 - 6.5 7--,2,515) /❑ Residential ❑ Commercial ❑ Other New or Replacement System $400.00 g© O -o b Repair Existing System 100.00 (Tanks or Drainfield) Total $ RECEIVED JUL 1 8 2016 1 / 2 CITY OFF ORONO hOiC '.21W10041430' s100E y t : k 4, � k b E.:. I will be installing the following: Tanks Precast Concrete ❑ Fiberglass 0 Plastic 0 Other (list manufacturer) Number of Tanks: ;L Size of Tanks: 72.260 119eV Treatment System Trenches s.f. Mound - 75b0 s.f. Gravel less s.f. Chamber s.f. NOTE: The contractor is required to provide an As-Built of the system before the final inspection. 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 complete, true and correct. Signature of Applicant G7G:,���, Z Date: 7 - 18 -�o�G MPCA License No.: 76. 76 f Staff Review: ) Ac pt o?:and Reviewer: �1 Date: Reason for Denial: Comments (to be printed on inspection card): 2 / 2 CITY OF ORONO—SEPTIC SYSTEM PERMIT APPLICATION 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. A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS. 3 /2 nils SYSTEM DESIGNED�R �Q ..�BEDROOM X (IRLINU CUpy OF SE IR WWI �0 l&61 a lou �� BEDROOMS INYAUDAIE$1HIS DESIGN, Z°tc Joseph Olson D.B.A. g„,l--r- z_i- Rusty Olson's--Soil and Percolation Testing Joseph J. Olson--MPCA License#810 /' // 11481 Riverview Rd. NE, Hanover, MN 55341 4 70 OrcAard (7q) 498-8779 Fax (763) 498-8290 September 1.2016 MSI Custom Homes LLC. Lot 1. Blk 1 Orchard Farms Orono. Hennepin County This on-site Sewage Treatment System is designed for a Type !four-bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The periodically saturated soils were located at 16-20 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 bottom of the treatment area must be located at least 3' above the saturated soils. This system is designed with 6 inches of rock. All neighboring wells are greater than 100' from proposed treatment areas. The soils at a depth of 12"have a percolation rate averaging 7 MPI. A variance may be needed for the septic tanks to be deeper than four feet below grade. A Darwin 2250 gallon septic tank must be used. The supply line must be insulated under the driveway or laid as a directional bore force main below frost. Clean outs must be installed on the end of the laterals for maintenance. A 1000 gallon Darwin pumping chamber will need to be installed to lift the effluent to the treatment area. The power supply 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. Nothing other than gray water.(laundry,showers,etc.)Human water and 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.It is recommended that you pump the tanks even'two years. • Sincerely. CTTY OF ORONO SEPTIC PE; IT PL�:,y''R VIEW Joseph J. Olson INSPECT+R ,, DATE 171 PERMIT NO. APROM DnsSL13MTToRoN0 n Eite::e3c APPROVGDWIHCORECTIONSASOTED;r JNOTAPPROVED-Ct)REC &RF.SCopy MIThomments are for your information. All work shall be done in full compliance with all applicable septic and zoning code. Requirements including items not specifically noted in this review. KLLP THIS PLAN SET ON SITE AT ALL TIMES • ' S 89°57' 41 " E ' 631.04--- _ ......: \ I \ ..--***** v --- ----,:, ,. , s, ,--- / i' .... 0„ M. .1 : --- ) \IS. i \ f ) --.1.-*- s AV4-• -• \ --1:---1--PROPOSED L9415 .- 101 1.-. N 94 )./ rizkok.< I \ DRIVEWAY 1 \ t ,/ i I li--, 1.14 . 3 st I \ I i....** \ \ , , , \ 1 , ., •3 ) - , *),#--1;‘‘...11~111r -_ • \ \ e RoPose IN \ \W + zst_l 1 LINE 998 __ . I s•••-•epc v.,t. A'` 1 z/ -,, 4 . I \ ,4p,30. s-ft7e, • –I rumor-MIN SITE -- .-- 611P 44.14). N ,.., 50 A 40 1pp • --:‹.--- 7..?. N. 8 . - AllirAnr-bi 4 • ---....s,re .-; \ — . I / ' N ''''. SPRCIP°VstEStDc°rZIC-I-Sr— t. --• .--. -r-- - ...1,5-._ • lo• - x :-..A1 . *.r... .iir74"11.446"":".":—.71,.:„:"..":-......"---mt.:6',.:),....:.-:st-.•------, . c::-b--::-)-.-.--- 1.......*-- .--.:,1:17-41'- ' -.'-' - -'4-15-- — --WM— — --- I '' . ...- ••• #7114011 MO 984---— -... - - • •• •• __.=...... • 11,,,......,-.....7.,....___-_,....--_-_ -7:-.7.47:::---Lii,......., -• ---• - i80.00 1(20' BUFFER — ,692 - - .. i : ,ii-- ---- --___ , ....,,,i--- _ .. -• - ----„w - 97 -----,- --_ _ -11. • - ...Ak. * % , • : KENroKcEmENT '"•- --_, 1.._-1- S-86-----• E - --. ----- ------- !-- - ."—"'' 7-.Z. ; ,',, • 1 4. DDE CE vATHADE 3 I . MA T N 15a.00--....- - •-...- ' . --., N •' ./ %.'••-•.... — Ir'Z: --—__1478 ---z-'--ts— •,-- : ',DRAINAGE AND .....---'---:::... / *-, .• --,..........c... ---..._ ---- — --....1-... . , 44,--0-zo: . 9)6 .. ,.. UTIIITY EASEIENT' -7.- 7'. --- -- -.. - ' Iv Ftiesnc CULVERT ''. - • _.. • ... • • r ' --• ' t • e . %.. PROPOSED EROSION CONTROL . :---- - ''.!...i '• ?*- ... - 4 - - -7197/-._ -- %BLANKETS ON ALL 3:1 SLOPES'. 's* '41.°A_ _ ..) IINI 1"WIN: A PF A ...r friNSV.. N - r - TWA: To? OF Pi(St" - •,..i, - o,..4-,,,• Puy: SW'S F Coto LIuti" g:i.tr .1..... -- Go . . ti .... _ ,i,. E Z'1 I-4 L.: „.,„ .,.... c--, •.1 loll vo -- ,... ... t 1. N* E, ii-ii r _ i lb°!!;7j t reo N - mak. -rep CROSS' a--figg VeCrr •~ * A4�t 11` &I_ -�� ` •.... etxitxMUtyi ti .,t1QE lkA litillIfLeVintiair • j i `'?1,1 ar � ,. _ • i - — i ..„...„...' ...:. aasv x >C . UPtr r Nr&Myra' lir LAIA to IW ��'[$ 4���VVV//SVVV SOIL. BORING ELEVATIONS MOUND SYSTEM OFS16N mitt EL.: 9. fYPeI _. `i 8edroorn,Average percolation rate 7 Berdlardica 11-143 EL-`1il.t Tito EL.- W gal/day _5vc� suit.of treatment area vu System me be: '17�1.11�{EL.-��t i u (/i0 ft. width- _��ft. I(':fp th;11!n•;t.,I,•:4 Tank,....;r from property lines ,.*S EL.-1211 Side slope rung to t x .S height= _f1.x .5--o °b was ale EL_•. 9,i a _ �ft.Lawn area. 1.2_°from Wigs. Clean rock needed plus 20%:2)____-; cu-ydds.Coarsegashed son , Treatment a -- r irk�_,_....'streams cu.Yds. Average sand depth!_1, Treatment wee ire kat 14+0Petify 1(i4F Sandy loam',:/_,...D cu-yds.,Topsoil 6"_, ___-cu.yds.plus 50%! 6 fromfrom mils cu.Yds. Xa °from bug Number of tanksI ft tank;?.5ls_,r'tank__gals-,Pump chamber rapacity NuOgals_ Pty OPERTrOR Tort o s CLC .gale./1.00 lineal feet of _`dia. Supply pipe,lineal feet needed a?3. L L!1 ; C of 1 C�< Fq� S _ 3 ��, 1 1. 2t?c t.►(i �nbui°on pipe?` _" i J'-1 lineal feet, „apart f�iteuf' ....... .. f 3 dia_Perforations 3 float set at_I$-2 gam,____y__times per day Pump curve i2"-l/min. c3,`(`( feet head pressure- D+ = . „� Ph- 763.4984779 b • N _ p 3 ; AFF g IF '3 '!� I �' �x n^ s 2 c o 9 < P d a o - �Y liglf oQggQQ dn33 Ie wctog14° ib11, . Ijy o _. u a I �P (g g I I^ i ,P a 3 , Fi ii r r; 2 tc i": iiiiii $ ii ' iiii ilii a G �Y b Q 3 e c 3 w D. P , a a a C a NV a o o Egg ," OV. o v Wv p / O ' ooaV a CO ..0 J CO C N a ' N a 0 a C S v t f NY S g R. W F F Y_ ay ffi 1 g 8 5 a 3 D a 3 w I i " 03 + .344. is o g Do a8 g 201 purple code Mound Design www.SepticResource.com (vera 15.2) Property Owner: MSI Custom Homes Date: 9/1/2016 Site Address: Lot 1, Block 1 Orchard Farms PID: Comments: instructions: =enter data -adjust if desired = computer calculated- DO NOT CHANGE! )) 4 bedroom Type I Residential System 2) 600 GPD design flow 3) Yes Garbage disposal or pumped to septic 50%larger tank with multiple comp/tanks 4) 2250 Gal Septic tank(code minimum) 2250 Gal Septic tank (design size / LUG req'd) Tank options: none 5) 1.2 GPD/ft2 mound sand loading rate contour loading rate of 12 req's a min 50 ft. long rockbed 6) 10.0 ft rockbed width 50.0 ft rockbed length 7) 3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both) lend feed 'manifold connection 8) 3 laterals 48.0 feet long 17.0 perfs / lateral 51 perfs total (1/2 a perf means the first pert starts at the middle feed manifold) 9) 7/32 inch perfs at 1 feet residual head gives 0.56 gpm flow rate per perforation for this perf size&spacing, &pipe size on line 12, max perfs/lateral= 30 , line#8 must be less --> OK 10) 4.0 doses per day (4 minimum) II) 150 gallons per dose (treatment volume) 2.00 5x 12) 2.00 inch diameter laterals must be used to meet"4x pipe volume"requirement 2.00 3x 13) 220 feet of 2.0 inch supply line leads to 37 gallons of drainback volume (Tip: "top feed"manifold to control the drainback) 14) 187 gallons TOTAL pump out volume(treatment+drainback) )5) 12 feet vertical lift from pump to mound laterals, leads to a: 16) 29 GPM @ 24 feet of head, Pump requirement (note: >50gpm may require an extra 3-6'of head) 17) 500 gal Dose tank (code minimum) 1000 gal Dose tank(design size / LUG req'd) at 25.00 gpi leads to a )8) 7.5 inch swing on Demand float, or timed dosing of 6.4 min ON (confirm pump rate with drawdown (this delivers Average flow, =70%of Peak design flow) 9 hrs OFF test and adjust as necessary) 19) 12 inches from bottom of tank to"Pump OFF"float 20) 20 inches from bottom of tank to"Pump ON"float, or 12 inches to"Timer ON"float if time dosed 2)) 23 inches from bottom of tank to"Hi Level"float,or 33 inches to"Hi Level"float if time dosed 22) 425 gallons reserve capacity (after High Level Alarm is activated) 23) 0.45 gpd/ft2 Absorption area Soil Loading Rate, which gives a mound ratio of 2.7 (minimum) (this must match the soil boring log) desired mound ratio 2.7 24) 5 percent site slope (0-20%range) 5 (%downslope site slope, if different than upslope) 25) 18 inches, or 1.5 ft. to Redox or other limiting condition (need at least 12"to be a Type I) Treatment zone contains 0 inches of 0%soil credit, and 0 inches of 50%soil credit. Giving a: 26) 18 Inch, or 1.5 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!! 27) 27.0 ft.Total ABSORPTION width (with sand beyond rockbed as follows:) 28) 0.0 ft. upslope and sideslope 17.0 ft. Downslope Individual slope ratios give BERM widths(topsoil beyond rockbed)of: 29) 4:1 upslope ratio 12 ft. upslope berm 30) 4:1 sideslope 16 ft. sideslope berms 31) 4:1 downslope 21 ft. downslope berm 32) Overall Dimensions: 10.0 ft.wide by 50.0 ft. long Rock bed 43 ft. wide by 82 ft. tong Mound footprint T4" inspection pipe 18" cover on top Upslope berm 12 Downslope berm 21 12" cover on sides re - (6"'Garay cap do 6"topsoil) 1.5 Clean sand lift _ 1.5 DF�ptt=: <<) Unlit Ink; Limit iflo condition Absorption Width ( 27.0 ( - -- - y Note: For 0 to 1%slopes, Absorption Width is measured from the Bedequaily in both directions. For slopes >1%, Absorption Width is measured downhill from the upslope edge of the Bed. 33) Rock Bed: 10.0 ft. by 50.0 ft. by 6 inches under pipe, plus 20%gives 17 yd'or•1.4= 24 ton 34) Mound Sand: (note:volume is based on 3:1/4:1 slope from top of rockbed, Exchange sand for loamy cap if desired) 28.5 up + 61.7 downslope + 13.3 ends+ 32.4 under rock= 163 yd'or•1.4= 228 ton plus 20% 35) Loamy Cap: 39 ft. by 78 ft. 6"deep, plus 20%gives 68 yd'or 1.4= 95 ton 36) Topsoil: 43 ft. by 82 ft. 6"deep, plus 20%gives 79 yd'or•1.4= 111 ton I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. Rusty olson's Soil&Perc 810 9/1/2016 igner Signature Company License# Date Installer Summary 2250 gallon Septic tank(minimum) Tank options: none aux)larger cam wan muurpte comps conn! ' 1000 'gallon Dose tank (minimum) at 25.00 gpi 29 GPM® 24 ft. of head, Pump required 7.5 inch swing on Demand float which translates to roughly 4.8 inches of float tether length if time dosing is required--> 6.4 minutes ON time& 9 hours OFF time 20 inches from bottom of tank to"pump ON"float, or 12 inches to"timer ON"float 23 inches from bottom of tank to"Hi Level Alarm"or 33 inches to"Hi level alarm"if time dosed 220 ft. of 1 2.0 finch supply line with send feed (manifold connection (Tip: "top feed"manifold to control drainback) 18 inch,or 1.5 ft. Sand Lift Mound 10.0 ft. wide by 50.0 ft. tong Rock bed 3 laterals 2.00 inch diameter 48.0 ft. long 3.0 ft. lateral spacing 7/32 inch perfs 3.0 ft. perforation spacing No Effluent filter f&alarm 3 clean out&valve box assemblies 27.0 ft.Total sand ABSORPTION width (minimum) 0.0 ft. upslope and sideslope (sand beyond rockbed, minimum) 17.0 ft. Downslope (sand beyond rockbed, minimum) Specific slope ratios give BERM widths(topsoil beyond rockbed)of: 4:1 upslope ratio 12 ft. upslope berm 4:1 sideslope 16 ft. sideslope berms 4:1 downslope 21 ft. downslope berm 4" inspection pipe 18" cover on top kUpslope berm 12 Downslope berm 21 Mil 12" cover on sides '- (6"lousy cap&6"topsoil) 1.5 Clean sand lift 1.5 Depth to L,rritio( ,ittliting Cunditror Absorption Width 27.0 Note: For 0 to 1%slopes, Absorption Width is measured from the Bedequatly in both directions. For slopes >1%, Absorption WYdth is measured downhill from the upslope edge of the Bed Rock Bed: 17.0 yd3 or•1.4= 24 ton 6 inches under pipe Mound Sand: 163 yd3 or•1.4= 228 ton calculation based on 3:1/4:1 slope from top of rockbe Loamy Cap: 68 yd3 or*1.4= 95 ton 6"deep Topsoil: 79 yd3 or•1.4= 111 ton 6"deep INSPECTOR CHECKLIST - mound Lot 1, block 1 Orchard harms • FELL setbacks: 20'to pressure tested sewer line (5 psi for 15 min) 50'to everything 100'to dispersal area with shallow well PROPERTY LINES setback: 10'to everything Road setback: platted: 10'prop line. Metes&bounds: out of road easement, or outer ditch. LAKE:,BEA IFF setback: 20'for bluff. Lakes: GD_, RD_, NE . Protected Protected wetland . Building Building setbacks: 10'for everything, 20'for dispersal area. WATER LINE under pressure sk 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 depth req's, clean out every 100', Sch 40 pipe) 11 Septic tank and risers (water tight, insulated, proper depth, existing verified by pumping) mfg 2250 gallons none Riser over outlet, riser over inlet or center, and 6"+inspection pipe over any remaining baffles. — No effluent filter&alarm Dose tank risers and piping (water tight, insulated, proper depth, drainback) mfg 1000 gallons E dose pump 29 gpm 24 head VERIFY PUMP CURVE 6.4 min ON 9 hr OFF • float setting drop 7.5 inches at 25.0 gpi "DESIGNED" 4.8 inches approx float tether length 187.0 gal dose divided by gpi "INSTALLED" = inches float drop (field corrected LABEL pump requirements and drawdown on riser or panel Cam lock reachable from grade - 30"max. J-hook weep hole. Supply line access (no hard 90's) 2.0 inch supply pipe: Sch40, sloped 1/8"+, 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 mound absorption area rough up _ mound rock dimensions 10.0 X 50.0 Sand lift depth 18 inches. (Jar test : 2"sand leaves c 1/8"silt after 30 min) • Absorption Sand beyond rock 0.0 upslope 17.0 downslope LiBermed topsoil beyond rockbed 12 upslope 16 sidestope 21 downslope cover depth of 12-18"+ VERIFY 3 laterals (1-2'from edge of rock) 2.00 inch pipe size (Sch40 pipe&fittings) 3.0 ft lateral spacing 7/32 inch perforations 3.0 ft 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 Abandon existing system - if necessary Re-use existing tank certification monitoring plan and type well abandonment form - if necessary System Elevations i 1 `''� benchmark Y•�•A-�?:J1sl dvta4.Y4 1 1 - - - - SHWT Mound f (Grade elevations are existing. If a loamy cap different final grade is desired it should be shown and described here.) lateral bottom rock grade (at upstope rock bed) SHWT (at upsbpe rock bed) 1 1 1 1 _ __.-1,14."0.Yl AANme t-tm4 14-'''1•__-1-4.•I1-?N1,M.IY4"- "4.^"4J"&-.J .i.4p4,Y. '��� ..•4b4,•J►,yea,rt.,.lts..1L+-1wAtwLit++n1aA?tJ►iaai -2✓u II r j L ' rcc-k- I 11 1 C7 I - 7 1 1 Sewer pipe exiting house Septic Tank Septic Tank (if appivable) Pump Tank Grade Grade Grade Grade Pipe inlet inlet inlet Tank bottom Tank bottom Tank bottom • Logs of Soil Borings License#810 Location or Project: Proposed Lot 1 Borings made by: Rusty Olson's Soil and Perc testing 8/6/2013 Classification System: AASHO ; USDS.USDS-SCS X ; Unified ; Other Auger used (check two): Hand_X_, or Power_, Flight, Bucket or Probe_X_ Boring Number_1 Surface elevation_979.1_ Mottled Soil at 1.5 feet 0"-12" Dark brown loam 10yr3/2 H2O present at_X_ 12"-18" Brown loam 10yr4/4 18"-24" Rusty brown loam to clay loam 10yr5/4 24"-30" Rusty brown loam 10yr5/3 Boring Number_2_Surface elevation_979.1_ Mottled Soil at 1.5 feet 0"-18" Dark brown loam 10yr3/2 H2O present at_X 18"-22"Rusty brown loam to clay loam 10yr4/4 22"-30" Rusty brown loam 10yr5/4 Boring Number_3_Surface Elevation_981.8 Mottled Soil at_1.5 feet 0"-8" Dark brown loam 10yr4/2 H2O present at_X_ 8"-18" Brown loam to clay loam 10yr5/4 18"-30" Rusty brown loam 10yr5/4 Boring Number 4_Surface Elevation_981.8 Mottled Soil at_1.7_feet 0"-12" Dark brown loam 10yr3/2 H2O present at_X_ 12"-20" Brown loam 10yr4/4 20"-30" Rusty brown loam 10yr5/4 Boring Number_5_Surface elevation_978.1_ Mottled Soil at_1.3_feet 0-16" Dark brown loam 10yr3/2 H2O present at_X_ 16"-24" Rusty brown loam to clay loam 10yr4/4 Boring Number6_Surface Elevation_981.2 Mottled Soil at_1.7_feet 0"-12" Dark brown loam 10yr3/2 H2O present at_X_ 12"-20" Brown loam 10yr4/4 20"-30" Rusty brown loam 10yr5/4 Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 10:00 A.M. On 8/07/13 Location: Proposed Lot 1 Hole number: 1 Date hole was prepared: 8/06/13 Depth of hole bottom_12" inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil texture 0-12" Dark Brown Loam 10yr3/2 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 8/06/13 depth of initial water filling 12 inches above the 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 tests 6 inches Time Time Depth Drop in H2O Perc Rate 1 10:19 10:49 6" 5.5 5.4 10:56 11:26 6" 5.5 5.4 11:27 11:57 6" 5.5 5.4 1 AVERAGE PERC. RATE 5.4 MPI Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 10:00 A.M. On 8/07/13 Location: Proposed Lot 1 Hole number: 2 Date hole was prepared: 8/06/13 Depth of hole bottom_12"_inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil texture 0-12" Dark Brown Loam 10yr3/2 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 8/06/13 depth of initial water filling 12 inches above the 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 tests 6 inches ' Time Time Depth Drop in H2O Perc Rate 10:20 10:50 6" 5.5 5.4 10:55 11:25 6" 5.5 5.4 11:28 11:58 6" 5.5 5.4 AVERAGE PERC. RATE 5.4 MPI • Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting.at 10:00 A.M. On 8/07/13 Location: Proposed Lot 1 Hole number: 3 Date hole was prepared: 8/06/13 Depth of hole bottom_12" inches. Diameter of hole_6" inches. Soil data from test hole: Depth, inches Soil texture 0-8" Dark Brown Loam 10yr3/2 8"-12" Brown loam to clay loam 10yr4/4 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 8/06/13 depth of initial water filling 12 inches above the 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 tests 6 inches Time Time Depth Drop in H2O Perc Rate 10:21 10:51 6" 3.7 8.1 10:54 11:24 6" 3.6 8.3 11:29 11:59 6" 3.6 8.3 AVERAGE PERC. RATE 8.2 MPI Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 10:00 A.M. On 8/07/13 Location: Proposed Lot 1 Hole number: 4 Date hole was prepared: 8/06/13 Depth of hole bottom_12—inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil texture 0-12" Dark Brown Loam 10yr3/2 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 8/06/13 depth of initial water filling 12 inches above the 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 tests 8 inches Time Time Depth Drop in 1420 Perc Rate 10:22 10:52 6" 4.2 7.1 10:53 11:23 6" 4.1 7.3 11:30 12:00 6" 4.0 7.5 AVERAGE PERC. RATE 7.3 MPI raw4; z t5 ' 4-1000 vtenP Co„ ivopy ?4KEs"°" City of Orono ept/ c Asbuilt Form �✓ Address µ7t7pec&icrsd ��c", Aid Building Use 9O2 2 uInstaller f w y S tXCei int 141 K License# 768 Date //4/4 Septic Tanks Pump Tank System Type elRn ❑II ❑III XMound 0 Trenches 0 Pressure Bed 0 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. 111111 JU K / a 3 IN iao® w Pv 1.^P 3_ 7/ � r I- 79 *40 B 3.2 5/ 3- G1 DATE TIME CITY OF ORONO CALLED IN INSPECTION NO ICE SCHEDULED PERMIT NO. .'" ..7(sa3p COMP ETED 4 A__ ____e7_ ADDRESS D r GAL OWNER TELEPHONE NO.k z�--W(a -OS$1 CONTRACTOR A�/wl s / wV • DESCRIPTION t-t t L ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Ll Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING rd) ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL CI ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS 1, ❑ INSULATION ❑ WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP - ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ✓▪ ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: ix W A. IC .../ V6-1) --...1.960,V;7/_, Af'' # (OR/ cc 11I4 ',ear y'fVed / 6? Jcc ;, ILCCQ W Z W CC W WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE 0 RRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY CC 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C) BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlCoifon site: lair , Inspector: LI White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. COMPLETED //'(f i (Q- 13:45 ADDRESS 4-70 ai�� Ker-k_ OWNER TELEPHONE NO. CONTRACTOR >`. DESCRIPTION ( /( 5 I,4,./1 CQe-ial y W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL .;c ❑ POURED WALL 0 PLUMBING RI ❑ EXCAV/GRADING/FILLING " 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z 0 RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL Z• OWNERICONTRACTOR TO MEET YOU:_YES_NO r0.) COMMENTS: CC a. 0 o 477d redox. ce / If pry fl a y cc .C‘/7G 0 Le t94 /'��5���'mu iJ9 czewt�l-cam sy., � a Gt/ 71-imii° © teem r71- W z W cr L9 WORK SATISFACTORY:PROCEEDCC ❑PROJECT COMPLETE 0 CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY - 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnedContra. 0 on site: • Inspector. /C,/-p../(---- White Copyllnspector's File Canary Copy/Site Notice DATE TIME V CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. COMPLETED //Z--r- C);er ADDRESS 9-7C its 4 t( ) ! , ci OWNER TELEPHONE NO. CONTRACTOR DESCRIPTION ✓ (!ip a/1 (C W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL 4.. ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF El PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB ❑ MECHANICAL RI 0 SITE INSPECTION • 0 FRAMING ❑ MECHANICAL FINAL 0 RATED WALLS 1, ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT g:( 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP 0 FOUNDATION/REMOVAL . ❑ DEMO-SITE SEPTIC INSTALL Z• OWNERICONTRACTOR TO MEET U:_YES NO crit COMMENTS: cc W C Q W Z W CC a W 0 WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE CCW D CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY FORE 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. (952) 249-4600 OWnerlContraon site: /. Inspector. ..›- - -, White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. ��""C__OMPfLETED ADDRESS 4G OrthtwS 401-4 0[(J OWNER TELEPHONE NO. CONTRACTORa S k)Ccu 1✓�) DESCRIPTION Q�/ 1 W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q0 POURED WALL 0 PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL ❑ TREE REMOVAL ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL ❑ DEMO-SITE EPTIC INSTALL • OWNERICONTRACTOR TO ME U:_YES_NO LI• COMMENTS: cc cc gol l ceo i' Cf dr 40 cocavity 0 cc O rk. ' 1011_c 2 z cc W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY C) ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CI CITATION ISSUED 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contra r on site: .41 r. Inspecto ‘V'' .� White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE 4 SCHEDULED I • PERMIT NO. O COMPLETED i7 S,//i%/ /1X f� ADDRESS "-70 GA'/104 �/.. ct, OWNER TELEPHONE NO. CONTRACTOR / DESCRIPTION / r e,� .ii c(;) W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 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 ❑ EWER HOOK-UP 0 FOUNDATION/REMOVAL ✓ ❑ DEMO-SITE SEPTIC INSTALL 2• OWNER/CONTRACTOR TO ME U:_YES_NO ve, COMMENTS: cc W a. CC 0 3V(1- /!O 7L r(J(�� x N. 0 4. W CC Q 2 W Z W Cc W 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE IXW ❑ RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY FORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN 0 STOP ORDER POSTED.CALL INSPECTOR Li CITATION ISSUED 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contract:Q.on site: �f,� Inspector.4/.!G�61 t*�i / White Copy/Inspector's File Canary Copy/Site Notice /DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. / ''00830 COMPLIED // rho I t 00 ,, ADDRESS lit-70 O2c4a'f`t/ Far f LCt L4 OWNER TELEPHONE NO. CONTRACTOR DESCRIPTION W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL 3 ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS is ❑ 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 ❑ DEMO-SITE EPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET _YES_NO vO, COMMENTS: e; a. % 44U6+04 — 0 K ° ....-- • Icoc i,hed e ofoti eve® clPm No° jai', Pak-1— -- c' L7 ' ccr Cav�r�er' � W IX Q W 06 le -la (mJ(V W a iWa K SATISFACTORY:PROCEED 0 PROJECT COMPLETE ❑CO ECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY C ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContra on site• Inspector: ,'GP White Copyllnspector's File Canary CopylSite Notice 4eA--- rDTE TIME CITYPF ORONO CALLED IN INSPECTION N• +' HEDULED PERMIT NO. l Ar f V. P •M/LET ED ADDRESS 10 aidC— OWNER /TELEPHONE NO 4/ —W!• --0.5g/ CONTRACTO `- C ` . ,j I_. DESCRIPTION ii C V ty 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI ❑ EXCAVIGRADING/FILLING O 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL El TREE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS 1, ❑ INSULATION 0 WOOD BURNER/FIREPLACE ❑COMPLAINT - ❑ FINAL ❑ WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 13SEPTIC INSTALL Z OwN6YCONTRACTOR TO MEET YOU:_YES_NO a COMMENT& scti c;p7 vci., oA cit AleyK1 — 40ei N. C tutk - ,%,i(F— � 1�!°iC� CGj CC -ePL/6r ti V,/ tLC :L.G-/ /' V r W 7c cole S �%LC kr IQ cc W 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE Us 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 O STOP ORDER POSTED.CALL INSPECTOR 0 CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. CaN for the next inspection 24 hours In advance. (952) 249-460 Inon site: �' ( g; spector:. ���� White Copy/Inspector%FIN Canary CopylSils Nods