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Home My WebLink About2004-07443 - new septic CITY OF ORONO PERMIT NO.: 2004-07443 2750 KELLEY PARKWAY ORONO, MN 55356- DATE ISSUED: 04/30/2004 j 952 249-4600 FAX: 952 249-4616 REPRINTED ON 10/14/2010 ADDRESS 270 NORTH SHORE DR W PIN 06-117-23-23-0019 LEGAL DESC IDYLLVALE FARM LOT 002 BLOCK 001 PERMIT TYPE SEPTIC PROPERTY TYPE RESIDENTIAL CONSTRUCTION TYPE NEW NOTE: P07443-THIS PERMIT WAS APPLIED FOR AND KEYED INTO WRONG ADDRESS(270 NORTH SHORE DR W),DISCOVERED ON 9/23/10 BY PLANNING&ZONING. ASKED TO CHANGE TO CORRECT ADDRESS(210 NORTH SHORE DR W). APPLICANT PERMIT FEE SCHEDULE 100.00 OUVERSON EXCAVATING STATE SURCHARGE(VALUATION) 0.50 252 36TH STREET S.W. MONTROSE,MN 55363 TOTAL 100.50 OWNER TASTAD,JOHN M&KIMBERLEY 210 NORTH SHORE DR W MOUND,MN 55364- AGREEMENT 5364AGREEMENT 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 f Q, shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not i �IyK•L 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. i 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 Permitee Signature Date Issued By Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. CITY OF ORONO PERMIT 2750 "el!ey�'arkway- PO Box 66 Permit Number: P07443 Crystal day, Minnesota 55323 Permit Type: Septic (952) 249-4600 �0 Date Issued: 4/30/2004 SITE ADDRESS: 10 North Shore Dr W Mound,MN 55364 PID: 06-117-23-23-0018 DESCRIPTION: Proposed Use: Residential Permit Class: General Permit Type: Septic Permit Sub-type(s): New Septic System DETAILS: Approved per resolution#: Separate permits required: NOTICESIREMARKS: FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: Ouverson Excavating OWNER: Lundgren Brothers Const. 252 36th Street S.W. 545 E.Indian Mound Montrose,MN 55363 Wayzata,MN 55391 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. &0 P NT PERMITEE SIGNATURE ISSUED BY SIGNATURE Copies: 1-File(Renitures Required),1-Applicant, 1-Monthly Reports, 1-Assessing,1-Finance Page 1 N' CITY OF ORONO SEPTIC SYSTEM PERNIIT APPLICATION Boz 66(2750 Kelley Parkway) Crystal Bay,Mn 55323 JOB SITE ADDRESS / /� �lv Nom. 4 Occupancy Type: Residential Commercial Other Permit Type: New or Replacement System $100.00 , Repair Existing System $ 50.00 (Tanks or Drainfield) $0.50 State surcharge added to above fees * See fee schedule for non-residential permit fees Owner's Name: / Phone Number: , ;2-X7.3 Mailing Address: , City: Zip: Contractor's Name: ��- �� 6'xr,_Phone Nu er• 9( 3. - %Td-`/ Mailing Address:,�� 3L y? City: &4c19-/'0te Zip: ,s ** DO NOT MAIL PAYMENT WITH THIS APPLICATION"* * GENERAL INSTRUCTIONS 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. 2. Permits will be issued only 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. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 4. 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 installationpin the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump stations (where-required) components are functional and comply with codes. 5. Individual holding MPCAInstallers License shall be present during all inspections. A24-hour notice is required for all inspections. w NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all apprbpriate�• boxes./ y 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. 2. I will be installing the following: A Tanks: Precast Concrete Other Manufacturer Tank Capacities: I)lggal B. Pump Station(if required) Pump make&model (attach pump curve& literature); system design requires gpm at feet of head. High water alarm make&model . Outside electrical work to be completed by installer electrician other. C. Treatment System: Trenches: s.f. Mound Depth of rock below pipe Rock bed dimensions $ X ' Drop Boxes Sand bed dimensions 'x ' Distribution Box Pressure Dist. Pipe Diam. It Manifold Pipe Diam. " D. Final Cover/Topsoil 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 ordinances of the City and the regulations of the State of Minnesota,and certifies 1 statements made on this application are complete,true and correct. Signature ofApplicant Date: 3o L' MPCA License No. -t Staff Review: Approval Denial Reviewer: Q '^ NDate: Reason for Denial: SEPTIC SYSTEM APPROVAL O orafto LOP % O O . CITY of ORONO !fir Municipal Offices VI T � Street Address: Mailing Address: $*gg0� 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner g rid Ni S S Phone (Home) (Work) Address toy- Z-, a,70 JV. S kb f C Qr,tiv City State Zip Site Evaluator Joe 61 S a c. State License # S1 U Phone# )63-49?- ?'7"7 "1 Type of Establishment: Single Family_ Multi Family Commercial Est. Gallons Per Day 7.r tJ No. Potential Bedrooms S Slope: 4 "/d Depth of Sand: Upslope: I.It Downslope: I. 3 Soil Sizing Factor 0. $ 3 Perc Rates P-1LL.1 P-2 L4 P-3� P-4� P-5 P-6 P-7 Restricting Layer Depth B-1 1. 1 B-2 1.4 B-3 I.S B-4 1.4 B-5 1. 1 B-6 I.5- Type Type of Treatment System: Standard Alternative Other Performance Pressurized Mound System X At-Grade System Gravity Trenches System Pressurized Trench System Gravity Trenches W/Lift Pressurized Bed System Holding Tank W/Alarm Septic Tank Size 12So 4- loo() # of Tanks X Lift Tank Size Pump Brand GPM Head Treatment System: Minimum Square Feet with 9 inches of rock below pipe Mound Bed 1 t� X 6 _ Mound Treatment Area X99) THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the inspector(952-249-4600) Call for inspection 24 hours in advance. 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 the primary and alternate sites are protected. NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20'of tested drainfield sites ever. ACCEPTED_ DENIED By the City of Orono subject to existing regulations and the following conditions: nce3 Look /Vicej t oC41 S-k r-ctSrrLc};��r� By: " N cwc 7` C o Matt Bolterman, On-Site Systems Manager Date Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us 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) 498-8290 May 2, 2002 Brad Pass Proposed Lot 1, Idyllvale Farm Orono,Henn. Co. This on-site Sewage Treatment System is partially designed for a Type 1,five-bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. Once a house size and location are chosen this design can be completed. The soils on this site are SCS soils mapped—KkC-Kilkenny Loam. The seasonally saturated soils were located at 14"-20" (mottled soil). Due to the seasonally saturated soils,a pressurized Mound System will need to be installed to treat septic eluent. The bottom of the treatment area must be located at least 3' above the saturated soils. The soils at a depth of 12" have a percolation rate averaging 4 MPI. A pumping chamber will need to be installed to lift the eluent 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 a light and sound device;this is in case of a pump failure. Keep all hea-yj equipment off of the proposed treatment areas before and after construction The treatment area should be marked off before construction This Design is not valid&the System will freed to be relocated if to be relocated if failure to protect the areas imposed for On-Site Sewage Treatment occurs, Nothing other than gray water, (laundry, showers, ect.)human water&toilet tissue should be disposed of into the septic tanks. Garbage disposals are not recommended. Additives must no be used, they may cause harmful damage to your septic system. It is recommended that you pump the tank every year for 1 tank. Every two years for two tanks. Sincerely. CITY OF ORONO SEPTIC P RMI P N REVIEW 7oseph 1. Olson INSPECTOR ��^�^ DATE-1—M-01 PERMIT NO. ® APPROVED AS SUBMITTED ® APPROVED WITH CORRECTIONS AS NOTED NOT APPROVED-CORRECT&RESUBMIT These comments are for your information. All work shall be(luno In full compliance with all applicable septic and zoning code. Requirements including items not specifically noted in this review. KEEP THIS PLAN SET ON SITE AT ALL TIMLS r / l ILI WET LANe, -- \ / J Z Q 1 t� J TBM �L.c=V�TwN i Nawir ED QY WW& AND ASS A7ES_ Sag Q }997.8 qo 4-AT-1 Scale PaSSIbIE ' '1 3 ' 6 Sig A ®Percolation Ted E + Q Soil Boring 99b "O9'� 944 v SIfE ® Bench Mark Cheek all underground utilities 's H t � aoa.v o Property of:Mmt, PIS,`', �, PibiocEn �T2 �DYLL�/AlE FAR>� T 100''6 U ROA1O HEAL N, CO. Date S /a /oa PH(763)498-8779 yo 176 7 s — 4 Rusty Olson's so pero tion testing s v' Designed by: MOUND DESIGN WORK SHEET (For Flows up to 1200 d) A. Average Design FLOW A-1: Estimated Sewage Flows in Gallons per Day number o Estimated 7S0 gpd (see figure A-1) bedrooms Class I Class II Class III Class IV or measured x 1.5 (safety factor) = gpd 2 300 225 180 60% 3 450 300 218 of the 4 600 375 256 values B. SEPTIC TANK Capacity 5 750 450 294 in the 6 900 525 332 Class I, 9-;t-5-0 gallons (seefigure ure C-1) 7 1050 600 378 II, or III a- g f g 8 1200 1 675 408 columns. C. SOILS (refer to site evaluation) C-1: Se tic Tank Capacities(in allons Number of Minimum Liquid Liquid capacity,with Liquid capacity Bedrooms Capacity garbage d sptyosal with disposal& 1. Depth to restricting layer = �o S' feet lift inside 2. Depth of percolation tests = 1.0 feet 2 or less 750 1125 M 3. Texture /oAw+ 3 or 4 1000 1500 20005 orb 1500 2250- 3000 Percolation rate�_mpi 7,8 or 9 2000 3000 4. Soil loading rate .fid gpd/sqft(see figure D-33) 5. Percent land slope S % D. ROCK LAYER DIMENSIONS 1. Multiply average design flow (A) by 0.83 to obtain required rock layer area. 26D gpd x 0.83 sqft/gpd = Gan sgft 2. Determine rock layer width= 0.83 sqft/gpd x linear Loading Rate (LLR 0.83 sqft/gpd x /, gpd/sqft= /0 ft Mound LLR 3. Length of rock layer = area=width = Lao sgft(D1) _ .v ft (D2) = 6 ft < 120 MPI < 12 E. ROCK VOLUME > 120 MPI < 6 — — t 1. Multiply rock area (D1) by rock depth of 1 ft to get cubic feet of rock i (,acs sgft x 1 ft = 42o cuft 2. Divide cuft by 27 cuft/cuyd to get cubic yards (oa•o cult =27 cuyd/cuft = .23 cuyd 3. Multiply cubic yards by 1.4 to get weight of rock in tons aZ cuyd x 1.4 ton/cuyd = 33 tons D-33: Absorption Width Sizing Table F. SEWAGE ABSORPTION WIDTH P..«'M nti, Falc• l w 211 Haic w�1mulc>i•.^ tiva lcttwc Gallon. Abaurjx-t In.tI flit.lav IK•t Haft. quaw 1—t i'a.tcr that Ah•diurn S.uid Absorption width equals absorption ratio (Sec Figure D-33) _ `"ant 1 lti°son`' _ a;l114_ times rock layer width (D2) 11 u,a - bit carom 0 50 2 4( _ _.._ ___511L—_ _-- _-___5--_- �0 x f t = V f t 4r�to Olt Sarrly Clay iAan 0.45 b' SlItY Ciao Iwram _ _�•i:1X1N:ulL_ - --- -- 61 Sand.Ch, (oar Landslopc > 1 `�t slope �;. MOUND SLOPL AVID f tl & LENG I 1l (landslope greater than 1%) -r,.. 1. Downslope absorption width = absorption width fl= " l / Oo �n�G OO. h.,�cr lr5 tl� minus rock layer width (I)2) - o�U ft - /O ft = /O ft -•-•- Ne�tru tui);I.iyrr ll(r�l.rpr Width(G2d) Rcri k W,d th(D2) Lhr.+irahrtr W,dth(C2r) fl11 Calculate mound size UPSLOPE a. Depth of clean sand fill at upslope edge of Ahv,ryhon W.d t h_S,r,d(r) rock layer = 3 ft minus the distance to restricting laver (C1) 3 ft - S ft = 1-5 ft i�. Mound height at the upslope edge of rock D-s4: SLOPE MULTIPLIER TABLE !dyer = depth of clean sand for separation (G2a) Land UPSLOPE DOWNSLOPE sloppe multipliers for various multipliers for various at upslope edge plus depth of rock layer (1 ft) mor slope ratios slope ratios )IUs depth of cover (1 ft) 3:1 4:1 5:1 6:1 7:1 8:1 3:1 4:1 5:1 6:1 7:1 .5 ft + Ift + 1ft - ft 0 3.0 4.0 5.0 6.0 7.0 8.0 3.0 4.0 5.0 6.0 7.0 - r ] 2.91 3.85 4.76 5.66 6.54 7.41 3.09 4.17 5.26 6.38 7.53 Upslope berm multiplier based on land slope 3.33 (see figure D-34) 2 2.83 3.70 4.54 5.36 6.14 6.90 3.19 4.35 5.56 6.82 8.14 3 A. Upslope width = berm multiplier (G2c) times 2.75 3.57 4.35 5.08 5.79 6.45 3.30 4.54 5.88 7.32 8.86 4 2.68 3.45 4.77 4.89 5.46 6.06 3.41 4.76 6.25 7.89 9.72 J slope mound height (G2b): 5 2.61 3.3 4.00 4.62 5.19 5.71 3.53 S W� 6.67 8.57 10.77 3,5 X 3.3.3 ft = /J_ ft 6 2.54 3.23 3.85 4.41 4.93 5.41 3.66 5.26 7.14 9.38 12.07 DOWNSLOPE 7 2.48 3.12 3.70 4.23 4.70 5.13 3.80 5.56 7.69 10.34 13.73 Drop in elevation = rock layer width (D2) times 8 2.42 3.03 3.57 4.05 4.49 4.88 3.95 5.88 8.33 11,54 15.91 (.percent landsloope (C5) - 100 9 2.36 2.94 3.45 3.90 4.30 4.65 4.11 6.25 9.09 13.D4 18.92 /d ft X J % - 100 _ S/ ft 10 2.31 2.86 3.33 3.75 4.12 4.44 4.29 6.67 10.00 15.00 23.33 Downslope mound height = depth of clean 11 2.26 2.78 3.23 3.61 3.95 4.26 4.48 7.19 17.11 17.65 30.4: ;and for slope difference (G2e) at downslope 12 2.21 2.70 3.12 3.49 3.80 4.08 4.69 7.69 12.50 21.43 43.75 rock edge plus the mound height at the upslope edge of rock layer (G2b) S ft + S ft = y ft . Downslope berm multiplier based on percent land slop (see figure D-34) 'i. Downslope width = downslope multiplier Upslope Width(G2d) ,G2g) times downslope mound height (G20 Rock Bed Upslope Width(G2d) _�_ )( vo ft = a of _ft m Upslope Width(G2d) %Vidth(D2) ft Select the greater of G1 and G2h as the ft Length(03) lownslope width: 90ft Downslope Wid th(G2i) ft Total mound width is the sum of upslope absorption Width(F)� .vidth (G2d) width plus rock layer width D2) plus downslope width (G2i) Total Length(G2k)____ -h i�4 ft + f0 ft + acft = `� ft Total mound length is the sum of upslope width (G2d) Aus rock layer length (D3) plus upslope width (G2d) �a ft + _ ft + eft = :_ feet Final Dimensions: yat x I hereby certify that 1 have completed this work in accordance with applicable ordinances, rules and laws. y ---,--(signature) PRESSURE DISTRIBUTION SYSTEM Geotextile fabric Za - 1. Select number of perforated laterals 3 Quarter inch perforations s aced Q3• 12 - 2. Select perforation spacing = 3 ft 1 9"of rock Perf Sizing 3/16"-1/4" 3. Since perforations should not be placed closer than 1 foot to Perf Spacing 15-5' the edge of the rock layer (see diagram),subtract 2 feet from the rock layer length. E-4: Maximum allowable number of 1/4-inch perforatim, t.12per lateral to guarantee<10%discharge variation le Rock layer ngth -2 f t U ft Perforation 4. Determine the number of spaces between perforations. spacing Divide the length (3) by perforation spacing (2) and rotund feet 1 inch 1.25 inch 1.5 inch 2.0 inch down to nearest whole number. 2.5 8 14 18 28 Perforation spacing= Lo ft_ ft= 94.>spaces 3.0 8 13 17 26 5. Number of perforations is equal to one plus the number of 3.3 1 12 16 254 0 7 11 15 23 perforation spaces(4). Check figure E-4 to assure the number of 5.0 6 10 14 22 perforations per lateral guarantees <10% discharge variation. spaces+ 1 = _perforations/lateral E-6: Perforation Discharge in gpm 6. A. Total number of perforations= perforations per lateral (5) perforation diameter times number of laterals(1) head inches perforations (feet) 3/16 7/32 1/4 �_perfs/lat x_ _lat=-(,2�p 1.00 0.42 0.56 0.74 B. Calculate the square footage per perforation. 2.0b 0.59 0.80 1.04 Should be 6-10 sgft/perf.Does not apply to at-grades. Rock bed area = rock width (ft)x rock length(ft) 5.0 1 0.941 1.26 1 1.65 a ft x /U ft=--&k-c.---sgft a Use 1.0 foot for single-fornily homes. Square foot per perforation = Rock bed area =number of perfs (6) b Use 2.0 feet for anything else. 64ca sgft --CL?-perfs=--14;- sgft/perf MANIFOLD LOCATO AT END or PRESSURE o.sTRIBUTION SSTE. 7. Determine required flow rate by multiplying the total number of perforations(6A) by flow per perforation(see figure E-6) .. 3 perfs x .7'i gpm/perfs =_ Z gpm 8. If laterals are connected to header pipe as shown on upper example,to select minimum required lateral diameter;enter �,,r/°q figure E-4 with perforation spacing (2) and number of perforations /``l per lateral(5) Select minimum diameter for "TOUT Or I[R/'OP/1TtD MPF LgT[RglS Ipq MOU perforated lateral = inches. PRESSURE DISTAMUTIO W M M ro nnTa:.Pr 9. If perforated lateral system is attached to manifold pipe nearEM �M�R,.TR»s,..at,• „�, �` the center,lower diagram,perforated lateral length (3) and n��'"'r` "�"`� ; ,,, MM number of perforations per lateral (5) will be approximately one Kgs;:T ,,at.TTR W half of that in step 8. Using these values, select minimum ' diameter for perforated lateral = i.Xs inches. r� a ` rFgsM Of I hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws. 6/U (license# .��/a � (signature) ) (date) Loos of Soil Borings License#810 Location or Project: Lot 1, Idyilvale Farm Borings made by: Rusty Olson's Soil and Perc testing 5/2/02 Classification System: AASHO ; USDS-USDS-SCS X ; Unwed ; Other Auger used(check two): Hand X_, or Power_, Flight, Bucket or Probe—X — Boring Number_1_Surface elevation_1000.8 Mottled Soil at 1.6 feet 0"-12" Dark brown loam 10yr3/2 H2O present at X 12"-20"Brown sandy loam 10yr4/4 20"-30"Rusty brown sandy loam 10yr 5/4 30"-36"Rusty brown loam 10yr5/4 Boring Number 2 Surface elevation_1000.3 Mottled Soil at-1.4—feet 0-12"Dark brown loam 10yr3/2 H2O present at—30"- 12%16" 30-12"-16"Brown loam 10yr4/4 16"-36"Rusty brown loam 10yr5/4 Boring Number_3 Surface Elevation—1 000.7Mottled Soil at_1.1_feet 0-14"Dark brown loam 10yr3/2 H2O present at X 14-20"Rusty brown loam 10yr4/4 20"-36"Rusty brown Ioam10yr5/4 Boring Number_4_ Surface elevation_998.2 Mottled Soil at 1.6_feet 0-20"Darts brown loam 10yr3/2 H2O present at X 20"-30"Rusty brown loam 10yr4/4 30"-36"Rusty brown clay loam 10yr5/4 Boring Number 5 Surface elevation_1001.2 Mottled Soil at_1.6 feet 0-16"Dark brown loam 10yr3/2 H2O present at X 16"-20"Brown sandy loam 10yr4/4 20"-36"Rusty brown loam to clay loam 10yrr5/4 06/10/2002 14:08 7634988290 RUSTYS PERC TESTING PAGE 03 Loa$of Soll formas License 0810 Location or Project: Lot 1 . Idyllvale Farm Borings made by: Rusty Olson's boli and Pere testing 612M2 Classification System: AASHO USDS-USIA-SCS X : Unified-; Other- Auger used(check two): Hand__X___,or Pourer ,Flight,Bucket or Probe X Boring Number 8 Surface elevation_1000.7 Mottled Sall at 1.6 feet 0%16" Dark brown loam 10yr3/2 H2O present at X 16"-20'Brawn loam 10yr 4/4 20"-30"Rusty brown loam 10yr5/4 30"-36"Rusty brown day loam 10yr5/4 Percolation Test Data Sheet Lic.#810 Percolation test readings made by: Rusty Olson's Perc. starting at 10:15 A.M. On 4/26/02 Location: Lot 1, Idyllvale Farm Hole number. 1 Date hole was prepared:4/25/02 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 and hour of initial water filling 4/25/02 At 2:30 P.M. depth 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 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches Time Time Depth Drop in H2O Perc Rate 10:39 10:54 6" 3.8 3.9 11:14 11:29 6" 3.7 4 11:30 11:45 6" 3.6 4.1 AVERAGE PERC. 4 Percolation Test Data Sheet Uc.#810 Percolation test readings made by: Rusty Olson's Pere.starting at 10:15 A.M.On 4/26/02 Location: Lot 1, Idyllvale Farm Hole number.2 Date hole was prepared:4/25/02 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 wail: Knife Depth of gravel in bottom of hole 2 inches: Date and hour of initial water filling 4/25/02 At 2:30 P.M. depth 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 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches ime Time Depth Drop in H2O Perc Rate 10:40 10:55 6" 4.5 3.3 11:13 11:28 6" 4.2 3:5 11:31 11:46 6" 4 3.6 AVERAGE PERC. 3.4 Percolation Test Data Sheet Lic.#810 Percolation test readings made by: Rusty Olson's Perc.starting at 10:15 A.M. On 4/26/02 Location: Lot 1, Idyllvale Farm Hole number. 3 Date hole was prepared:4/25/02 Depth of hole bottom_12" inches, Diameter of hole—60—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 and hour of initial water filling 4/25/02 At 2:30 P.M. depth 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 hours Automatic Siphon Ma)amum water depth above hole bottom during tests 6 inches Time Time Depth Drop In H2O Pere Rate 10:41 10:56 6" 3 5 11:12 11:27 6" 3.8 5.3 11:32 11:47 6" 3.8 5.3 AVERAGE PERC. 5.2 r . Percolation Test Data Sheet Lic.#810 Percolation test readings made by: Rusty Olson's Perc. starting at 10:15 A.M. On 4/26/02 Location: Lot 1, Idyllvale Farm Hole number:4 Date hole was prepared:4/25/02 Depth of hole bottom_12= DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT N0. P07V C13 COMPLETED 5-ti-2'A ADDRES';? N, OWNER CONTR. ®211 SO-� TELEPHONE NO. DESCRIPTION S q t,L A-V-`—\cJ 01 FOOTING 11 MECHANICAL RI 18 EXCAWGRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE S PTIC MAINT. 21 COMPLAINT 07 DEMO-FINAL 15 PTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU. S_NO to COMMENTS:CC // S<<�,,,} -�� 01C o — ,r or\CC Q a W W cc d � ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY OO ElCORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING 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 Owner/Contractor on si Inspector. " ` White CopylInspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED "21® PERMMII�T7NO. -�P�D75�5(� COMPLETED t �V ADDRESS,i 1O N Set OWNER CONTR. TELEPHONE NO. DESCRIPTION S�ff��< (01,. 1,-vfj W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE EPTIC MAINT. 21 COMPLAINT 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP ul 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU:RYES NO COMMENTS: 0`� o 56,A f`1 O lC �-a S fiti cc 0 W ac Q Z W Z W CC j d LQRK SATISFACTORY:PROCEED 1-3PROJECTCOMPLETE cc cc ❑ RRECT 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 ❑ CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspectionA4 houadvance. (952) 249-4600 Owner/Con or on site: Inspector. White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONOCALLED IN INSPECTION NOT IC 7yy3 SCHEDULED PERMIT NO. COMPLETED 7 ADS OWNER CONTR. 0Y (Sv^ TELEPHONE NO. Q DESCRIPTION seq lu 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHOREIWETLANDS h 03 INSULATION Z24/25 WOOD BURNERIFIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE ,,��2++7��SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL (MEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL ��(( 36 FOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOUR YES NO COMMENTS: _kOOSC, S'v� " c r lS*r W 10-,,c- oosaf-d mo- tgsr e eJ a 0 o 5,wlA cf's dl` W Q Z W W NORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE cc W/❑`CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C1 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 hRurs In advance. (952) 249-4600 Owner/Coctor on site: v Inspector. White CopyMspectoes File Canary Copy/Site Notice