Loading...
HomeMy WebLinkAbout2012-00698 - new septic CITY OF ORONO r 2750 KELLEY PARKWAY * 2 0 1 2 - 0 0 6 9 8 DATE ISSUED: 07/23/2012 ORONO,MN 55356- 952) 249-4600 FAX: (952)249-4616 ADDRESS 340 TURNHAM RD PIN 31-118-23-42-0007 LEGAL DESC UNPLATTED 31 118 23 LOT 000 BLOCK 000 PERMIT TYPE SEPTIC PROPERTY TYPE RESIDENTIAL CONSTRUCTION TYPE NEW ACTIVITY MOUND SYSTEM-SEPTIC APPLICANT SEPTIC NEW 200.00 HAYES& SONS EXC. INC. STATE SURCHARGE SEPTIC 5.00 263 82ND STREET S.E. TOTAL 205.00 MONTROSE,MN 55303- (763)479-1762 PAID WITH CC# 5293 Minnesota State License#:L640 OWNER LEMOINE,DAINA 4360 CHIPPEWA LA MAPLE PLAIN,MN 55359- 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. Applicant Pennitee Signature Date Issued By Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. ' g0 City of Orono FOR CITY USE ONLY P.O.Box 66 O O hermitW 4, 2750 Kelley Parkway Ote Recewett, Crystal Bay,MN 55323 (952)249-4600Arroun�.' .. t � �ai,KoB�' Roo - Crr-) CITY OF ORONO - SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Official) Site Address: h � � T U V Owner: Le w_\Jo it p"_- Mailing Address: City: Zip: Home Phone: Alternate Phone: laCoratcactp Ippr Contractor/App.: Contact Person: Address: -2- S , Sf 15 c State License #: L- 1_( CD city: Zip: 14vy' 5�30 Expiration Date: Phone: 71 2— Alternate Phone: (9 �Z 6 3-5- Residential ❑ Commercial ❑ Other G_. New or Replacement System $200.00 Z cc,CD Repair Existing System 100.00 (Tanks or Drainfield) State Surcharge 5.00 5.00 $ U ° W:\(Permits)\Septic Permit Application-Updated Surcharge 07-28-11.doc 1 / 2 ,1 �' **ATTENTION APPLICANT ** � a a !+ S f y �1n 4alba ro,' rIate.bManks `nd check all'`a r`o riat'e boxes: I will be installing the following: Tanks Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other (list manufacturer) Number of Tanks: Size of Tanks: OUZO ��9OU b Treatment System Trenches s.f. Mound 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 re Signature of Applicant Date: —7 Z I �-- MPCA License No.: Staff Review: Accept ❑ Denied Reviewer: Date: —7- 3—tv2 :z Reason for Denial: Comments (to be printed on inspection card): W:\(Permits)\Septic Permit Application-Updated Surcharge 07-28-11 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. W:\(Permits)\Septic Permit Application-Updated Surcharge 07-28-11.doc S-P TESTING, INC. Steven B. Schirmers - MPCA Cert.No. 627 951 Katydid Lane NE - St. Michael, MN 55376 - (763) 497-3566 FAX (763)-497-5011 State License #394 CITY OF QRNO Revised July 19, 2012 SEPTIC PFRMTJL N RE INSPECTO DATE " " '� ERMIT NO. p 9 15 —APPROVED AS SUBMITTED APPROVED WITH CORRECTIONS AS NOTED Q NOT APPROVED-CORRECT&RESUBMIT These comments are for your information. All work shall be dme 340 Turnham Rd. in full compliance with all applicable septic and zoning code. Orono, Henn. Co., MN Requirements including items not specifically noted inmiaatt*** KEEP THIS PLAN UT ON SIT&AT ALL TIMES This site has an existing on-site sewage treatment system which was classified as failing, non-compliant by others. The existing tanks will need to be abandoned, pumped &filled with soil. l4ROi30 COPY This on-site sewage treatment system is designed for a Type 1, three bedroom home, in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The soils on this site are a clay loam. The periodically saturated soils were located at 18" to 24" (redox features). Due to the seasonally saturated soils, a Pressurized Mound System will need to be installed to treat septic effluent. The bottom of the rock must be located at least 3' above the saturated soils. ORONO COPY The soils at a depth of 12" have a percolation rate of 5.0 mpi. A 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 weather proof enclosure. A warning device must be installed with a light and sound device, this is in case of a pump failure. 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. ORONO COPY KDROOK AW lNWSE IN NUMBU 1 r BF MIYifi!wJU THIS 8"K If the tanks have less than 2' of cover, the lids, risers & maintenance hole covers must be insulated to a value of R10. Cleanouts for each later must be installed & be accessible from finish grade in an irrigation box with a ball valve. All neighboring wells are located greater than 100' away from the proposed treatment area. Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not valid &the system will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. MANAGEMENT PLANS: The tanks need to be pumped every 2 years. Check with your pumper to set up a schedule. System inspected for wet areas by owner& or Inspector as determined by the local unit of government. Any other requirements as determined by the local unit of government With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Nothing other than human waste, toilet tissue, laundry, showers, water softener etc. should be disposed of into the septic tanks. Recommend Iron filters be diverted out of the system. Recommend to divert the water softner also if the iron filter is diverted. Garbage disposals are not recommended, due to adding more solids &fine solids passing through to the system. Excessive amounts of soaps, antibacterial soaps, cleaning agents, shower cleaners used every shower&chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not recommended. Recommend laundering be limited to 3 to 4 loads per day. Steven B. Schirmers 2 Mound Design Troy.Joh nson(cDco.Wright.mn.us for questions or comments property(ham_ Brad lfapes Dab--- Site Address: 340 Tumham Rd. Orono PID: Comments: inSmIctimml _wWd input ®_%qx t or defame ®=calcula ted field '• =iffier info p ��bedroorrh Type Residential, CPD design flow► UiJ�eftosalor pumped to septic [�Wlon septic tank(minimum) MMOWIde tanks or aompatmant Wd 1 z Afe mount sand loading rate 10 rodbed width 375 roc>'ffied length lalherat spacing 3.0 perforation spacing (default 3,range 2-3,for both) d teed manifold aormection ***EK1werab I iii�long 13 AIai - 1 ��total ' 114" bac h peffs at1®fee!residual head gives Q74 flown rate per peif+oraRim (3176 ddkdt) 4'head default) for this perf sb a It spacing,It pipe sine an tine 12,ma K purs/LeerA= Q,line AS must be less—> OK per dav (Sceded,4 mirimrm) (4 WE allow t laterals,5 will allow 1.5") ii 113 �ns per dose (treatmwentvoiune) 12) 2.00 inch diameter laterals (or smaller)will meet"5x pipe volume" inch diameter laterals(or smaller)must be used to meet"4x pipe volume"requirement 210 t<h dw etxr W&Cak(or w" P-q wa amt-3x 9xpe VdKW 3) "O EKI(eet of LK h sr time leads b 5 0 of dra1 - vubmwe (top feed"manr7old to aorhtrot the draurubacik) tq 713 TOT/IL prosy out voisrhe(tneaEnhemt a29 vert cal b t frompump to dqw sal area,leads to ar 8 12 Ifeet,of head, Pump ffequkemeutrhmetr~>5 ara91 fegrhire an emra 3-6 df head a� " 11iDD Dosetamk ) at L="_!m'a kNKhtDa si sriwirg an Demand float or tined dosing of Z1 oli "of"irm purrs rate via dna Wwm (<700S of design flow requires a larger OFF time) 5.9 OFF test adjust as necessary) 12 inches from bottom of tmk tD"pump OFF"fIoaL and Fnr to rower pump 17 ffom battaww of tarok to"puny OM"float,or 15 tD timer ONE float r) "" 20 inches horn bottorrh of tank to"NM lever float (add 5-15 inches fi Time Dosed) 2) EK]gallons reserve capacity (after High Level Alarm is activated) a45 iftR Abswption am Sol Loading Rafte, vddde*Asa omeoaond aatio of L7 ) Mins must o> the sob boring fob desired mond ratio 2.7 7 ske slope ('1ZX ra W) F7 I(%`_'_dope ske AW,IISdWeic, dian tqmlope) 18 inches, ar 1SO to Re 1 orafther11 itiaorodit- (H&must mabdr the soli bo ft fog) leads ID a: or 1.50 Sand Lift Mond CRfTKAL FOR FUTURE CENT FWAT10N5li1 27) *** 27.C) ft.Total ABSORPTION width 28) 0.0 ft. upslope and sideslope isand beyond rockbed) 17.0 ft. Downslope (sand beyond rockbed) ratio,gieaes BMA vridtlhs(l opsad beyad rodkbed)aF Dft- downslope apdiope berm sidestope ber. 31) berm 32) Overall Dimensions: 10 ft.wide by 37.5 ft. long Rock bed 44 1 ft. wide by 72 ft. tong Mound footprint 4-kr4wwmpie lir cavw an Wp Ups&X*berm 11 DwantWe berm DD r--17"c +ew an sides t6'b=YCW&6' 1_50 Clean sand lift _ 1_50 Depth to Limiting Limngonditfo :. ----------- _ Abwxptim lam_ For 0 to 1%steres,ALiZ rpff w*7"its fneeas"ed from Ow Bea/equaRy in coat diurec-U.iicxes_ was'slopes A%, its nwmred downtaff from the tVtope edge of the AVE ,*a* pock Bed: 10 by 37.5 by [9 iXtAeS u&w pipe,plus m gk,es 17 or`1_4= Mton *'* Mound Sand: (note:vofune is based an 3:114:1 slope fmol trop of rodded,Endww sand for loamy cap#desired) 13.5 up + 39.5 downstope + =ends+ =under rock- =yd'or"1.4= 158 ton plus 20% ss) *** Loamy Cap: ft. by 68 ft. 6"deep, plus 20%gives yd'or"1.4= ton 36) *** Tops©il: E '^ . f". f)y TI . 6-deep, plus Z(X gyres EE]W or*f.46 [ton I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and taws. Designer Signature Company License# Date Installer Summary 12�K?gaffbn 5eptfc tank(mfnfmuml Munipte tanks or compartment regtf 100(0 gallon Dose tank(minimum) at approximately 25.00 gpi R. ]inches GPM @ 12 ft. of head, Pump required 4.7inch swing on Demand float or 4.1 minutes ON time fr 5.9 hours OFF time 17inches from bottom of tank to pump ON"float, or 15 inches to"timer ON"float 20 from bottom of tank to"Hi Level Alarm"float 30 ft, of 2_0 inch suWLy tine with end feed manifold connection M inch, or 1.50 ft. Sand Lift Mound ft gide by 37.5 ft lag .Rack bedlaterals 2.00 inch diameter 35.5 ft. tong 3.0 ft. lateral spacing inch perfs 3.0 ft. perforation spacing No I Effluent fitter It alarm 3 clean out tt valve box assemblies 27.0 ft.Totat sand ABSORPTION width (minimum) 0.0 ft. upslope and sidestope (sand beyond rockbed) 17.0 ft. Downslope (sand beyond rockbed) 4:1 slope ratio, gives BERM widths (topsoil beyond rockbed)of: 11 ft. upslope berm 17 ft, sideslgpe berms 23 ft. downslope berm 4" inspection pipe Ur��weir orn top bean �� Nnniopebeano CK] I Z"Cnwr an sides WbMWYCqP&G" 1.50 Clean sand lift _ _ _ 1.50 Depth to Limiting R . limiting Condi6& — --------------A Absorption Width 27.0 ————-- ——————_ —_ tom: FOf 0 tO 1%stapes,.A15OPsilW Wkft is aneasured from the Andequaky in both dirmtkms. Fair Stopes>1%„AbsopMn WA&is measured downtAt frimn time ejfope edge of the&,d Bock Bed: 17 Y&or*1.4- 24 tm 9 bKhes under pipe Mound Sand: 113 ye or*T.4= 158 ton calculation based on 3:1/4:1 slope from top of rockbe Loamry Cap: 60 yd or*1.4= 84 ton 6"deep Topsoil: 70 Yd or"1.4= 98 ton 6"deep S-P TESTING, INC. Steven B. Schirmers - MPCA Cert.No. 627 951 Katydid Lane NE - St. Michael, MN 55376 - (763) 497-3566 FAX - (763) 497-5011 State License#394 LOGS OF SOIL BORINGS Roland Jurgens 340 Turnham Rd. Orono, Henn. Co., MN Borings completed on 5-4-05, with a hand bucket auger. BORING NUMBER 1—= Elev.84.6 - MOTTLED SOIL AT 18" - standing water present in boring at 34", 26-1/2 hours after the boring. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 18" Dark brown clay loam 10YR 4/1 18" - 28" Rusty brown clay loam 10YR 5/3 - mottles 10YR 7/1,6/8 28" - 40" Rusty pale brown clay loam 10YR 6/3 - mottles 10YR 7/1,6/8 40" - 48" Rusty pale silty loam 10YR 6/3 - mottles 10YR 7/1,6/8 BORING NUMBER 2- Elev.85.5 - MOTTLED SOIL AT 22" -standing water present in the boring at 30", 26-1/2 hours after the boring. 0 - 14" Topsoil dark brown clay loam 10YR 3/2 14" - 22" Dark brown clay loam 10YR 4/3 22" - 32" Rusty brown clay loam 10YR 5/3 - mottles 10YR 7/1,6/8 32" - 48" Rusty gray brown clay loam- mottles 10YR 7/1,6/8 BORING NUMBER 3- Elev.81.3 - MOTTLED SOIL AT 18"- standing water present in the boring at 20", 26-1/2 hours after the boring. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 16" Dark gray brown clay loam 10YR 4/1 16" - 18" Gray brown clay loam 10YR 6/2 18" - 24" Rusty gray brown clay loam 10YR 6/2 - mottles 10YR 7/1,6/8 24" - 30" Rusty gray brown clay loam 10YR 6/3 - mottles 10YR 7/1,6/8 30" - 48" Rusty gray brown silty loam 10YR 6/3 - mottles 10YR 7/1,6/8 Soil borings cont'd. BORING NUMBER 4- Elev.80.8 - MOTTLED SOIL AT 18" - standing water present in the boring at 32", 26-1/2 hours after the boring. 0 - 12" Topsoil dark brown loam 10YR 3/2 12" - 18" Brown clay loam 10YR 4/3 18" - 34" Rusty brown clay loam 10YR 5/3 - mottles 10YR 7/1,6/8 34" - 42" Rusty brown loam 10YR 5/3 - mottles 10YR 7/1,6/8 42" - 48" Rusty pale brown loam 10YR 6/3 - mottles 10YR 7/1,6/8 BORING NUMBER 5- Elev.83.0 - MOTTLED SOIL AT 20" - standing water present in the boring at 32", 26-1/2 hours after the boring. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 20" Brown clay loam 10YR 4/3 20" - 38" Rusty brown clay loam 10YR 5/3 - mottles 10YR 7/1,6/8 38" - 48" Rusty pale brown silty loam 10YR 6/3 - mottles 10YR 7/1,6/8 BORING NUMBER 6- Elev.87.0 - MOTTLED SOIL AT 24" - standing water present in the boring 44", 26-1/2 hours after the boring. 0 - 12" Topsoil dark brown loam 10YR 3/2 12" - 18" Brown clay loam 10YR 4/3 18" - 24" Brown clay loam 10YR 5/3 24" - 30" Rusty brown clay loam 10YR 5/3 - mottles 10YR 6/8 30" - 38" Rusty brown clay loam 10YR 5/3 - mottles 10YR 7/1,6/8 38" - 44" Rusty pale brown clay loam 10YR 6/3 - mottles 10YR 7/1,6/8 44" - 48" Rusty pale brown loam 10YR 6/3 - mottles 10YR 7/1,6/8 2 CERTIFICATION NO.627 STATE LICENSE NO.394 PERCOLATION TEST DATA SHEET Percolation test readings made by.-P Testing. Inc_ on 5-5=05 starting atja;2ftM.. Test hole location JuMns,340 Turnham Rd, Orono Test hole number..1. Date test hole was prepared-S-A-U& Depth of hole bottom 11 inches. Diameter of hole 6 inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 10" Topsoil dark brown loam loll - 1211 Dark brown clay loam Method of scratching sidewall is Wk. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 54-05. 10:00am. Depth of initial water filling is 12inches above the hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic sillhon. Maximum water depth above hole bottom during test is fi inches. Measurement, Drop in water level, Percolation rate, Time Time interval,min inches inches minutes per inch Remarks 12:10 prefill 6 12:20 12:35 6 3-1/2 4.3 15 min 12:42 12:57 6 3-1/2 4.3 15 min 12:58 1:13 6 3-1/2 4.3 15 min Percolation rate=4.3-minutes per inch. CERTIFICATION NO.627 STATE'LICENSE NO.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc. on 5-5=05 starting at-12121M Test hole location jurg n4._340 TL ham Rd„ Orono, Test hole number-2. Date test hole was prepared-5:4=0& Depth of hole bottom 12.inches. Diameter of hole fi inches. SOIL.DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 1211 Topsoil dark brown clay loam Method of scratching sidewall is knit. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 5-4-05, 10:00am Depth of initial water filling is 22 inches above the hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon. Maximum water depth above hole bottom during test is!k inches. Measurement, Drop in water level, Percolation rate, Time Time interval,min inches inches minutes per inch Remarks 12:10 prefill 6 12:21 12:36 6 3-1/2 4.3 15 min 12:41 12:56 6 3-1/2 4.3 15 min 12:59 1:14 6 3-1/2 4.3 15 min Percolation rate=4.3-minutes per inch. CE TIFIC T �. ION N0.627 STATE'LICENSE NO.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing, Inc. on 5.5=05 starting at.12;22j m., Test hole locationJujggns,340 Turnham Rd, Orono Test hole numbed. Date test hole was prepared-5A&& Depth of hole bottom 12 inches. Diameter of hole ii inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 101, Topsoil dark brown loam 10" - 12" Dark gray brown clay loam Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 54-05, 10:00am. Depth of initial water filling is 12 inches above the hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic sillhon. Maximum water depth above hole bottom during test is!k inches. Measurement, Drop in water level, Percolation rate, Time Time interval,min inches inches minutes per inch Remarks 12:10 prefill 6 12:22 12:37 6 3-1/4 4.6 15 min 12:40 12:55 6 3-1/4 4.6 15 min 1:00 1:15 6 3-1/4 4.6 15 min Percolation rate=4.Lminutes per inch. CERTIFICATION NO.627 STATE LICENSE NO.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing, Inc. on 5-5-05 starting at_12,;23I2m,. Test hole location Jurgens,340 Tur ham Rd., Orono. Test hole numberA. Date test hole was prepared-5=4--:Q& Depth of hole bottom 12.inches. Diameter of hole b inches. SOUL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 1211 Topsoil dark brown loam Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches Date and hour of initial water filling 5-5-04, 10:00am, Depth of initial water filling is 12 incbes above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatiic siphon. Maximum water depth above hole bottom during test is 6 inches. Measurement, Drop in water level, Percolation rate, Time Time interval,min inches inches minutes per inch Remarks 12:10 prefill 6 12:23 12:38 6 3 5 15 min 12:39 12:54 6 3 5 15 min 1:01 1:16 6 3 5 15 min Percolation rate= -minute per inch. - - - - - - - - - - - - - - - (" Z' I 'ftA�-SYS AliAO L' f FXS��rc�T�wS q�_o � I �� +urog�T. 1- �• .tom / 1 M "/1,9 1 1 79 LID' —�1 t _� 14 3y �- - 8491 d6 '2 `I �! t I I � � I Ex,s1•.r J .J 61 , D l __--F— � �� K ',"J9•°�lop .�'1j+A'�� . PROPERTY OF: '6,�o_t - Percolation Tests Tests Scale: .1-3 3�0 ��,,��Tpr��'l .� • QSoil Borings ®Bend: Mork dy?�o�S0 YYbyl . li t-11A Note: This system is to be constructed to meet the Mnnesota Pollution Control Agency 5—;97 G Chapter 7080 & Local Ordinance Designed By-. ! V 7�-1-777� Note Check all underground utilitiespoe •x/ /12, ~}1.763-497-3566 v o cNr3 •Lp i e z koil • ' 0 r+ lh J 4� O I�j m • to pt G c P t _ LP Li p o X o •. A g +. 1 co a7 $ g Q esu t o Vp 1 N co r1o. Q c g - s G• y jl r SO•_ $ - 29 ----------------- CERTIFICATE OF INSPECTION ACCORDING TO MPCA 7080 ORONO BUILDING & ZONING DEPARTMENT 2750 Kelley Parkway P.O. Box 66 Crystal Bay, MN 55323 This certificate has been issued this 27th day of July 2012, to certify compliance with provisions of the Orono Municipal Code and Minnesota Rules Chapter 7080, regulating installation of individual sewage treatment systems. Owner: Daina Lemonie Site Address: 340 Turnham Road P.I.D.: 31-118-23-42-0007 Permit #: 2012-00698 Installer: Brad Hayes & Sons w Compliance Officer: data/fonns/blank cert of inspection MPCA 7080 DAT TIME CITY OF ORONO CALLED IN INSPECTION N TIC SCHEDULED < PERMIT NO. — COMPLETED ADDRESS 3 IAA4 641" SAW OWNERT EPHONE NO. CONTRACTOR S -r DESCRIPTION j Sye, c- 14 ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHOREIWETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS: cc W a L)of e 6 S -A 0 U_ A I /� W _ 777e apY 1 �C 2 W W d W WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE W ❑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 ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnedContractor on site: Inspector. � r White Copylinspectoes File Canary Copyl8ite Notice