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Home My WebLink About2017-01589 - new septic CITY OF ORONO II 111111 H I I II * 2 0 1 7 - 0 1 5 8 9 2750 KELLEY PARKWAY DATE ISSUED: 12/05/2017 ORONO,MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS : 1840 FOX ST PIN : 03-117-23-42-0008 LEGAL DESC : HI ACRES TWO : LOT 001 BLOCK 001 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT) ACTIVITY : SEPTIC(MOUND) NOTE: SIZE OF TANKS-2250 AND 1300 PRECST CONCRETE MOUND SYSTEM APPLICANT SEPTIC NEW OR REPLACEMENT 400.00 BURSCH BROTHERS INC. TOTAL 400.00 Payment(s) P.O.BOX 55 CHECK 4092 400.00 HANOVER,MN 55341 (612)221-1493 Minnesota State License#:BUIL-2727 OWNER MCNAE,ANGILEA 1840 FOX ST 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. 6--77 q61 5 Applicant Permitee Signature Date Issued By Si ure 1)atc City of Orono FOR CITY USE ONLY 114 - PP.O.Box66 2750 Kelley Parkway Date Received: 4/3-5--/7 r Crystal Bay,MN 55323 Permit# � li 7 / CP? Phone:(952)249-4600 44 HOPE Fax: (952)249-4616 Approved By: Amount S. CITY OF ORONO —SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Official) Site Address: 1t 4E St Owner: }4p Q-i. [ ( . , Mailing Address: k S'S 144-bJ--- ttit,, City: �- -- /,1.-J Zip: 2-:- Home ,Home Phone: 4012- 2:7 i_ 1c/'0 Alternate Phone: t '/2..Z2 1- Ne S.4s T?_ - ,vo f trA Contractor/A PP: ��x-� g�'�s • . Contact Person: Address: ?c. ��,� S'� State License #: L 2424 City: 1-17-1,,0.12r- J14J Zip: s`S 34' / Expiration Date: Z t)C Phone: ri a -22 I- 1-1 Alternate Phone: 442 -ZZ/_ /'/`33 f Residential ❑ Commercial ❑ Other El.7 .lc ,., � f � � ..w`' k.s.. ..t � ... � 4 Tanks: Ng Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other: Number of Tanks: Z Size of Tanks: 22.5t h444.0, /3tb Type of Activity: ❑ Trenches Mound ❑ Pressure Bed ❑ Chambers ❑ Holding Tanks ❑ 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 ^t .-poem'.$. E�w.*"tT7�< f..« '* <,�.� �, . isl:..L3t3G.tt v ,rs:',lu Ne r Replacement System $400.00 Repair Existing System 100.00 (Tanks or Drainfield) Total $ 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 .- - Date: t Z- MPCA License No.: Z4 2-4 Staff Review: cept Ti Denied Date: /Z/51`7 Reviewer: Reason for Denial: Comments (to be printed on inspection card): 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 THIS SYSTEMBEDROOMSIS DESIGNFO • ' /0 X 51) j(04. ,� . ANY INCREASEEDR IN NUMBER OF BEDROOMS INVALIDATES THIS DESIGN. /- /30.0 Z° P9/1 Joseph Olson D.B.A. y- 7z 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 ', rorm Revised April 18,2017 Hendel Homes 1840 Fox Street Orono. Hennepin County This on-site Sewage Treatment System is designed for a Type 1 four-bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The future site is a type ltl. Drainage will need to be rerouted if it is used. The periodically saturated soils were located at 26-30 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 5 MPI. A 2250 combination septic tank needs to be installed. All new tanks need to be insulated if there is less than two feet of cover over the top of the tanks, Clean outs must be installed on the end of the laterals for maintenance. A 1300 gallon 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 weatherproofenclosute. Ayvarning device must„be installed with light and sound devices;this is in case of a pump failure. A ftow^measurementtle\•itemu'st be installed. Including but not limited to a water meter"event counter,running.titne clocks_or.electronically controlled dosing. Nothing other than grin'water; .14004ower ,etch,)Huinan 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 damaie to your septic system. It is recommended that You Dump the tank every year for 1 septic tank,every two years for two septic tanks. Sincerely. , CITY OF ORONO SEPTIC PE IT PL.e4EVIEW INSPECTOR Joseph J. Olson DATE /2, / ERMIT NO. 7A/7-0158 0 APPROVED AS SUBMITTED HAPPROVED WITH CORRECTIONS AS NOTED n NOT APPROVED-CORRECT& RESUBMIT Tht>sc comments are for your information. All work shall he done in full compliance with all applicable septic and tonin!code. Requirements including items:nnt,nccilieally noted in this review. KELP THIS PLAN SET f U\ Ni I.Al ALl 1IMI.S • g• ? w- •,, ./..• ,••• .....,0% • ..-.11 t."\:., .44 • . ... -ra yt 7-Ly ,c .:_t,w jj cf,,0. :Cc,,,,>V) Lt-t.)- ,•'1.C (jolt Z....mft•4": • .1. 4,. 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I * -,-f) t rw �)'�p "tie j �( 1,2 n" is"'i \ii {71 ' t / r 1 1 V, Z I Lle 1 2011 purple code Mound Design www.SepticResource.com (vers 15 2) Property Owner: Hendet Homes Date: 4/18/2017 Site Address: 1840 Fox Street PID: 0311723420008 Comments: instructions: -enter data =adjust if desired 1, = computer calculated- DO NOT CHANGE! 4 bedroom Type I Residential System 600 GPD design flow 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 1.2 GPD/ft2 mound sand loading rate contour loading rate of 12 req's a min 50 ft. long rockbed 10.0 ft rockbed width , 50.0 ft rockbed length 3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both) end feed manifold connection S, 3 laterals 48.0 feet long 17.0 perfs / lateral 51 perfs total (1/2 a perf means the first perf starts at the middle feed manifold) 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--> i(, 4.0 doses per day ( 4 minimum) 150 gallons per dose (treatment volume) 2.00 5x 2.00 inch diameter laterals must be used to meet"4x pipe volume"requirement 2.00 3x 122 feet of 2.0 inch supply line leads to 21 gallons of drainback volume (Tip: "top feed"manifold to control the drainback) 14' 171 gallons TOTAL pump out volume (treatment+drainback) 16 feet vertical lift from pump to mound laterals, leads to a: 16, 29 GPM® 25 ;feet of head, Pump requirement (note: >50gpm may require an extra 3-6'of head) 17: 500 gal Dose tank (code minimum) 1300 gal Dose tank(design size / LUG req'd) at 25.49 gpi leads to a !ro 6.7 inch swing on Demand float, or timed dosing of 5.9 min ON (confirm pump rate with drawdown (this delivers Average flow, =70%of Peak design flow) 9 hrs OFF test and adjust as necessary) 12 inches from bottom of tank to"Pump OFF"float 19 inches from bottom of tank to"Pump ON"float, or 12 � inches to"Timer ON"float if time dosed 22 inches from bottom of tank to"Hi Levet"float, or 32 inches to"Hi Level"float if time dosed 22 739 gallons reserve capacity (after High Level Alarm is activated) 0.60 gpd/ft2 Absorption area Soil Loading Rate, which gives a mound ratio of 2 (minimum) (this must match the soil boring log) desired mound ratio 2.0 24 Fr—percent site slope (0.20% range) 8 (%downslope site slope, if different than upslope) 25, 26 inches, or 2.2 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: 12 inch, or 1.0 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!! :7; 20.0 ft.Total ABSORPTION width (with sand beyond rockbed as follows:) 28; 0.0 ft. upslope and sideslope 10.0 tft. Downslope Individual slope ratios give BERM widths (topsoil beyond rockbed)of: 2a, 4:1 upstope ratio 10 ft. upslope berm ;, , 3:1 sidestope 12 ft. sideslope berms 3f 4:1 downslope 20 ft. downslope berm ?=) Overall Dimensions: 10.0 ft. wide by 50.0 ft. long Rock bed 40 ft. wide by 74 ft. long Mound footprint 4" inspection pipe 18" cover on top {Upstope berm t0 a '< Downslope berm 20 � � 12" cover on sides • (6"loamy cap&6"topsoil) 1.0 Clean sand Cif' 2.2 Absorption Width [ 20.0 Note: For 0 to 1% slopes. Absorption Width is measured from the Bedequally in both directions. For slopes 51%, 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) 14.8 up + 56.3 downslope + 8.7 ends+ 25.9 under rock= 127 yd'or"1.4= 178 ton plus 20% ;c Loamy Cap: 36 ft. by 70 ft. 6"deep, plus 20%gives 56 yd'or*1.4= 78 ton 3b. Topsoil: 40 ft. by 74 ft. 6"deep, plus 20%gives 66 yd'or 1.4= 92 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 4/18/2017 igner Signature Company License# Date Installer Summary 2250 gallon Septic tank (minimum) Tank options: none U b wiser Lana wun rnutupie comp/t.an$S 1300 gallon Dose tank (minimum) at 25.49 gpi 29 GPM 0 25 ft. of head, Pump required 6.7 inch swing on Demand float which translates to roughly 4.4 inches of float tether length if time dosing is required --> 5.9 minutes ON time Ft 9 hours OFF time 19 inches from bottom of tank to"pump ON"float, or 12 inches to"timer ON"float 22 inches from bottom of tank to"Hi Level Alarm"or 32 inches to"Hi level alarm"if time dosed 122 ft. of 2.0 ,inch supply line with end feed manifold connection (Tip: "top feed"manifold to control drainback) 12 inch, or 1.0 ft. Sand Lift Mound 10.0 ft. wide by 50.0 ft. long 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&alarm 3 clean out&varve box assemblies 20.0 ft.Total sand ABSORPTION width (minimum) 0.0 ft. upslope and sideslope (sand beyond rockbed, minimum) 10.0 ft. Downslope Specific slope ratios give BERM widths (topsoil beyond rockbed)of: 4:1 upslope ratio 10 ft. upslope berm 3:1 sideslope 12 ft. sideslope berms 4:1 downslope 20 ft. downslope berm 4' inspection pipe 18" cover on top Upslope berm 10 Downslo•e berm 20 001 annum- 12" cover on sides r _._` �____ ________ _ (6"loamy cap&6"topsoil) 1.0 iE'ziti SGtiCi flit "�•�.`^ 2.2 Absorption Width 20.0 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 upslope edge of the Bed. Rock Bed: 17.0 yd3 or*1.4= 24 ton 6 inches under pipe Mound Sana: 127 yd3 or"1.4= 178 ton calculation based on 3:1/4:1 slope from top of rockbei Loamy Cap: 56 yd3 or"1.4= 78 ton 6"deep Topsoil: 66 lyd3 or*1.4= 92 ton 6"deep INSPECTOR CHECKLIST - mound 1641U Iox street EiWELL setbacks: 20'to pressure tested sewer line (5 psi for 15 min) -1 50'to everything 100'to dispersal area with shallow well f PROPERTY LINES setback: 10'to everything -1 Road setback: platted: 10'prop line. Metes ft bounds: out of road easement, or outer ditch. LAKE BEI"FT setback: 20'for bluff, Lakes: GD , RD_, NE . Protected Protected wetland_. Building setbacks: 10'for everything, 20'for dispersal area. .d WA FER LINE under pressure sl 10'to bed,tank Et sewer line. (else sewer line > 12"below) E] Sewer line Et 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) ESeptic 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 fitter&alarm — Dose tank risers and piping (water tight, insulated, proper depth, drainback) — mfg 1300 gallons L_ dose pump 29 gpm 25 head VERIFY PUMP CURVE 5.9 min ON 9 hr OFF El float setting drop 6.7 inches at 25.5 gpi "DESIGNED" 4,4 inches approx float tether length 171.0 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 12 inches. (Jar test: 2"sand leaves < 1/8"silt after 30 min) ElAbsorption Sand beyond rock 0.0 upstope 10.0 downslope Bermed topsoil beyond rockbed 10 upslope 12 sideslope 20 downslope cover depth of 12-18"+ VERIFY 3 laterals (1-2'from edge of rock) 2.00 inch pipe size (Sch40 pipe a fittings) 3.0 ft lateral spacing 7 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 existingsystem -if necessary y Re•use existing tank certification monitoring plan and type well abandonment form - if necessary System Elevations 44 y...4 A.444 wu a v N..u a. benchmark _ - - - SHWT Mound 1 (Grade elevations are existing. If a _ loamy cap different final grade is desired it should lateral be shown and described here.) bottom rock grade (al up4Mpe iot k bed) SHIRT (at upstope roc k bed) a:..1.'jMAleaaa vM.1awty M�..�IA��A.A.•JgV,ipm,~woaa AvANdvh.+,SI dalaAaalv.+1drawee 44,4, Awix.S,.*Ma -11 1 1 1 I lrt. Sewer pipe exiting house Septic Tank Septic Tank (a apt&able) 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: 1840 Fox Street Borings made by: Rusty Olson's Soil and Perc Testing Date:8/18109 Classification System: AASHO ; USDS-USDS-SCS X ; Unified ; Other Auger used (check two): Hand X_, or Power , Bucket or Probe_X_, Pit Boring Number_1_Surface elevation 73.8 3-1,1. Mottled Soil at_2.5_feet 0"-6" Dark brown loam to sandy loam 10yr3/2 H2O present at X_feet 6"-24" Brown loam to sandy loam 10yr4/4 24"-30" Brown loam to sandy loam 10yr5/4 30"-36" Rusty brown loam 10y6/4 Boring Number_2_Surface elevation 79-:8 Mottled Soil at_2.1_feet 0-12" Dark brown loam to sandy loam 10yr3/2 H2O present at_X_ 12"-26" Brown loam to sandy loam 10yr4/4 26"-32" Rusty brown loam to sandy loam 10yr4/4 Boring Number_3_Surface elevation_87:1 Mottled Soil at_2.1_feet 0-6" Dark brown loam 10yr3/2 H2O present at_X_ 6"-14" Brown loam 10yr4/4 14"-26" Brown loam 10yr5/4 26"-32" Rusty brown loam 10yr5/3 Boring Number_4_ Surface elevation_87':9_ Mottled Soil at2.3feet 0"-6" Dark brown loam to sandy loam 10yr3/2 H2O present at X_ 6"-18" Brown loam to sandy loam 10yr4/4 18"-28" Brown loam to sandy loam 10yr5/4 28"-36" Rusty brown loam to sandy loam 10y5/4 Boring Number_5_Surface elevation v Mottled Soil at_2.1_feet 0-12" Dark brown loam to sandy loam 10yr3/2 H2O present at_X_ 12"-26" Brown loam to sandy loam 10yr4/4 26"-32" Rusty brown loam to sandy loam 10yr4/4 Boring Number_6_Surface elevation 86..4 Mottled Soil at_2.3_feet 0-18" Dark brown loam to sandy loam 10yr3/2 H2O present at X_ 18"-28" Brown loam to sandy loam 10yr4/4 28"-36" Rusty brown clay loam 10yr5/4 Percolation Test Data Sheet Lic.#810 Percolation test readings made by: Rusty Olson's Perc. starting at 8:49 A.M. On 8/19/09 Location: 1840 Fox Street Hole number: 1 Date hole was prepared:8/18/09 Depth of hole bottom_12"_inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil texture 0-6" Dark brown loam to sandy loam 10yr3/2 6"-12" Brown loam to sandy loam 10yr4/4 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date and hour of initial water filling 8/18/09 At 11:00 A.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 I Time Time Depth Drop in H2O Perc Rate 8:59 9:14 6" 3.5 4.3 9:21 9:36 6" 3.3 4.5 9:37 9:52 6" 3.3 4.5 AVERAGE PERC. RATE 4.4 MPI 1 Percolation Test Data Sheet Lic.#810 Percolation test readings made by: Rusty Olson's Perc. starting at 8:49 A.M. On 8/19/09 Location: 1840 Fox Street Hole number: 2 Date hole was prepared:8/18/09 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 to sandy loam 10yr312 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date and hour of initial water filling 8/18/09 At 11:00 A.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 9:00 9:15 6" 3.8 3.9 9:20 9:35 6" 3.7 4.0 9:38 9:53 6" 3.7 4.0 AVERAGE PERC. RATE 4.0 MPI Percolation Test Data Sheet Lic.#810 Percolation test readings made by: Rusty Olson's Perc. starting at 8:49 A.M. On 8/19/09 Location: 1840 Fox Street Hole number: 3 Date hole was prepared:8/18/09 Depth of hole bottom__12"_inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil texture 0-6" Dark brown loam 10yr312 6"-12" Brown loam 10yr414 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date and hour of initial water filling 8/18/09 At 11:00 A.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 9:01 9:16 6" 3.0 5.0 9:19 9:34 6" 2.8 5.3 9:39 9:54 6" 2.7 5.6 AVERAGE PERC. RATE 5.3 MPI Percolation Test Data Sheet Lic.#810 Percolation test readings made by: Rusty Olson's Perc. starting at 8:49 A.M. On 8/19/09 Location: 1840 Fox Street Hole number: 4 Date hole was prepared:8/18/09 Depth of hole bottom_12"_inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil texture 0-6" Dark brown loam to sandy loam 10yr312 6"-12" Brown loam to sandy loam 10yr4/4 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date and hour of initial water filling 8/18109 At 11:E1./ . 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 I Time Time Depth Drop in H2O Perc Rate 9:02 9:17 6" 3.6 4.2 9:18 9:33 6" 3.5 4.3 9:40 9:55 6" 3.5 4.3 AVERAGE PERC. RATE 4.3 MPI ‘21----12-t----- DATE`') TIME CITY OF ORONO CALLED IN /z-L4 / INSPECTION N TICE SCHEDULED /5-7-i7 Mei PERMIT NO. 7 4:15 co ED ADDRESS OWNER - TELEPHONE NO.07 -Z21-X43 CONTRACTOR a CA `� 5 191 4 -6.10/7c.....) DESCRIPTION ty ❑ FOOTING 0 DEMO-FINAL 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 cr ❑ FRAMING 0 MECHANICAL FINAL 0 RATED WALLS F=. ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP 11J___ ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO to• COMMENTS: cc W a j ,. :i `, ,,,,..,,,- 0 I/ 0O / edW ix Q W z W it O• . W 1ScWORKSATISFACTORY:PROCEED U PROJECT COMPLETE �u!1 0 CORRECT WORK&PROCEED U ISSUE CERTIFICATE OF OCCUPANCY O U CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. U PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR U INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 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