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2015 - 01027 - new/replacement septic
CITY OF ORONOIII' l' �' 1' I * 2 0 1 5 — 0 1 0 2 7 * 2750 KELLEY PARKWAY DATE ISSUED: 08/13/2015 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 20 WEAR LA PIN : 04-117-23-21-0005 LEGAL DESC : ROLLING MEADOWS : LOT 001 BLOCK 001 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : NEW OR REPLACEMENT(SEPTIC SYSTEM) ACTIVITY : MOUND SYSTEM-SEPTIC NOTE: MOUND SYSTEM TREATMENT-2886 S.F. RE-USING EXISTING TANKS APPLICANT SEPTIC NEW OR REPLACEMENT 400.00 TOTAL 400.00 SEWER SERVICES Payment(s) 25648 200TH STREET CHECK 2128 400.00 BELLE PLAIN,MN 56011- (952)823-3292 OWNER KREPPS,JERALD&KERRY 20 WEAR LA LONG LAKE,MN 55356- 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 r- revoked at any time for due cause. t' Appl. ant Permitee Signature Dat Issued Signature Date City of Orono OR C USE ONLY �O.AT P.O.Box 66 ae'22 7 2750 Kelley Parkway Date Receive Permit# jil Crystal Bay,MN 55323 (952'249-4600 Amount. $ / Di ayes L� t`skESH0 CITY OF ORONO - SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Official) Job SLO:410Wner Informom. Site Address: -- () w(J L 'L ._ Owner: (2C MI d teYt S Mailing Address: City: 0)Ya7k-f) Zip: S -?,S---(-, Home Phone: 6(? -6,f" ,- 7/S -7 Alternate Phone: Contractor;:/Applicant Information: H Contractor/App.: cCX v......t sr cevv t S Contact Person: n----O 4 suJecJit../LJ Address: .„„ szdor.- 77?- 2 ) '�=- cil-, State License #: 2sO City: 2Il(Z pkV\LZip: 0o11 Expiration Date: Phone: 9-� r 7,? . 3)-99- Alternate Phone: TYPES Of OCCUPANCY 2c2Residential El Commercial 111 Other PERMIT TYPE ANO Pees New or Replacement System $400.00 6/�� -- Repair Existing System 100.00 (Tanks or Drainfield) � r ` Total $ 1 / 2 ** ATTENTION APPLICANT'S- Fill in all appropriate blanks and check all appropriate banes I will be installing the following: 'l k)S V �' '� Vt--9/y Tanks ❑ Precast Concrete ❑ Fiberglass ❑ Plastic n Other (list manufacturer) Number of Tanks: Size of Tanks: Treatment System Trenches s.f. y', Mound (o 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 c ifies that all statements made on this application are complete, tru ;i:nd7gect+ Signature of Applicant v _te Date: 03// MPCA License No.: Staff Review: ❑ Accept ❑ Denied Reviewer: 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 „on f % ORUHU LSERVICES Swedlund Septic Services, Inc. Septic Designei/cu Prepared For: Jerald Krepps 20 Wear Ln /o9 v( eA' ,d Orono, MN 55356 ( 1)5 ;4'1 o h -ryte W32/ / / /-'41(e' aw Site Address: Same as above Ste., 4 led 25648 200th Street • Belle Plaine, MN 56011 • 952-873-3292 • wND SEPTIC SYSTEM DESIGN Date: 6/18/2015 SERVICES Owner/Builder: Jerald Krepps Address: 20 Wear Lane Orono MN 55356 Site Address: same Home Phone: 612-619-7159 The following information has been compiled for a single family home: Bedrooms 4 GPD 600 Garbage Disposal Yes Lift Pump in Basement No Septic Tank Capacity 2000 Pump Tank Capacity 1000 System Type: Mound X Trench Distribution: Gravity Pressure X Land Slope_7% Depth to Limiting Layer 20" Soil sizing factor .78 Perc Rate 30 Trench System: Drainfield Size/Sq. Ft. Lineal Ft. SB2 Number of Laterals Rock(Tons) Rock Width Max Trench Depth Width Mound System: Rock Bed _10x50' Sand Layer 38x78' Upslope 10' Downslope _22' Sideslope 13.6' Sand Depth 1.3' Topsoil on Site NO Trucked in Yes Sand (Tons) 199 Rock(Tons) _26 Topsoil (Tons) 219 Pump Manufacturer: _Goulds Requirements: GPM 29 Head 23 Force Main Length 95 Diameter 2" Number of Laterals 3 Length 48' 25648 200th Street • Belle Plaine, MN 56011 • 952-873-3292 STATE CERTIFIED System Specifications Pump Tank: • A 2.5 inch electrical conduit is to be used for the pump cords • The piping is to accessible from ground level for future repair • The supply line leaving the tank is to be sleeved over any excavated ground in 4" sch 40 PVC and sealed with a 4x2 Fernco • The floats are to be installed on a float tree • The pump must be placed on a pump block • A minimum of a 1/4" drainback hole must be drilled in the supply line to avoid freezing Blow-outs are to be installed on the ends of all pressure lines All run-off water is to be diverted away from the tanks and drainfield areas Plastic bolt down manhole covers are to be used and left at grade level for maintenance access. Pressure rate glue joint fittings must be used. If the septic tanks are less than 2' deep the covers are to be insulated with 2" high-density foam It is the installer's responsibility that all sewerlines leaving the structure have been connected to the new system Watertown Road � . Property Line . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . , I 20 Wear Lane 1 • C 1 Orono, MN 55356 1 J• LI I rri North i 1 Wel a"' 1 1 I Legend Mound Corners: House , • I NW-99'5" .--/ 1 NE—99'2" I SW-101'3" SE—101'3" • Rock Bed: NW-100'8" Fence Apple • NE-100'x" Existing ree BM 100' I SW—101'8" 2000 Gallon 1 SE—101'8" Septic Tanks 7g i Tanks: 4 Tl— 92' Pooh A I T2—92' Garden ^ I • • Pump Tank-92' Existing Pump 1 •••• Tank 9S- SB2 W 1 • � ' � • � . � 581 sea °° • 1 • 50' • I I Septic System Management Plan UNIVERSITY for Above Grade Systems OF MINNESOTA Homeowner Management Tasks These operation and maintenance activities are your responsibility. Use the chart on page 6 to track your activities. Identify the service intervals recommended by your system designer and your local government. The tank assessment for your system will be the shortest interval of these three intervals. Your pumper/maintainer will determine if your tank needs to be pumped. System Designer: check every months My tank needs to be checked Local Government: check every months State Requirement: check every 36 months every months Seasonally or several times per year • Leaks. Check(listen, look)for leaks in toilets and dripping faucets. Repair leaks promptly. • Surfacing sewage. Regularly check for wet or spongy soil around your soil treatment area. If surfaced sewage or strong odors are not corrected by pumping the tank or fixing broken caps, call your service professional. Untreated sewage may make humans and animals sick. • Alarms. Alarms signal when there is a problem; contact your maintainer any time the alarm signals. • Lint filter. If you have a lint filter, check for lint buildup and clean when necessary. Consider adding one after washing machine. • Effluent screen. If you do not have one, consider having one added the next time the tank is cleaned. Annually • Water usage rate. A water meter can be used to monitor your average daily water use. Compare your water usage rate to the design flow of your system (listed on the next page). Contact your septic professional if your average daily flow over the course of a month exceeds 70% of the design flow for your system. • Caps. Make sure that all caps and lids are intact and in place. Inspect for damaged caps at least every fall. Fix or replace damaged caps before winter to help prevent freezing issues. • Water conditioning devices. See Page 5 for a list of devices. When possible, program the recharge frequency based on water demand (gallons) rather than time (days). Recharging too frequently may negatively impact your septic system. • Review your water usage rate. Review the Water Use Appliance chart on Page 5. Discuss any major changes with your pumper/maintainer. During each visit by a pumper/maintainer • Ask if your pumper/maintainer is licensed in Minnesota. • Make sure that your pumper/maintainer services the tank through the manhole. (NOT though a 4" or 6"diameter inspection port.) • Ask your pumper/maintainer to accomplish the tasks listed on the Professional Tasks on Page 4. - 3 - UNIVERSITY Septic System Management Plan for Above Grade Systems011111''' OF MINNESOTA , Professional Management Tasks These are the operation and maintenance activities that a pumper/maintainer performs to help ensure long-term performance of your system. Professionals should refer to the O/M Manual for detailed checklists for tanks,pumps, alarms and other components. Call 800-322-8642 for more details. • Written record provided to homeowner after each visit. Plumbing/Source of Wastewater • Review the Water Use Appliance Chart on Page 5 with homeowner. Discuss any changes in water use and the impact those changes may have on the septic system. • Review water usage rates(if available)with homeowner. Septic Tank/Pump Tanks • Manhole lid. A riser is recommended if the lid is not accessible from the ground surface. Insulate the riser cover for frost protection. • Liquid level. Check to make sure the tank is not leaking. The liquid level should be level with the bottom of the outlet pipe. (If the water level is below the bottom of the outlet pipe, the tank may not be watertight. If the water level is higher than the bottom of the outlet pipe of the tank, the effluent screen may need cleaning, or there may be ponding in the drainfield.) • Inspection pipes.Replace damaged caps. • Baffles. Check to make sure they are in place and attached, and that inlet/outlet baffles are clear of buildup or obstructions. • Effluent screen. Check to make sure it is in place; clean per manufacturer recommendation. Recommend retrofitted installation if one is not present. • Alarm. Verify that the alarm works. • Scum and sludge. Measure scum and sludge in each compartment of each septic and pump tank, pump if needed. Pump • Pump and controls. Check to make sure the pump and controls are operating correctly. • Pump vault. Check to make sure it is in place;clean per manufacturer recommendations. • Alarm. Verify that the alarm works. • Drainback. Check to make sure it is operating properly. • Event counter or run time. Check to see if there is an event counter or run time log for the pump. If there is one, calculate the water usage rate and compare to the anticipated average daily flow listed on Page 2. Soil Treatment Area • Inspection pipes. Check to make sure they are properly capped. Replace caps that are damaged. • Surfacing of effluent. Check for surfaced effluent or other signs of problems. • Lateral flushing. Check lateral distribution; if cleanouts exist, flush and clean as needed. • Ponding. Check for ponding. Excessive ponding in at-grade and mound beds indicates problems. All other components—inspect as listed here: - 4 - Septic System Management Plan UNIVERSITY for Above Grade Systems OF MINNESOTA Water-Use Appliances and Equipment in the Home Appliance Impacts on System Management Tips • Uses additional water. • Use of a garbage disposal is not recommended. • Adds solids to the tank. • Minimize garbage disposal use. Compost instead. Garbage disposal • Finely-ground solids may not settle. • To prevent solids from exiting the tank,have your Unsettled solids can exit the tank tank pumped more frequently. and enter the soil treatment area. • Add an effluent screen to your tank. • Washing several loads on one day • Choose a front-loader or water-saving top-loader, uses a lot of water and may overload these units use less water than older models. your system. • Limit the addition of extra solids to your tank by • Overloading your system may using a liquid or easily biodegradable detergents. Washing machine prevent solids from settling out in • Install a ling filter after the washer and an effluent the tank.Unsettled solids can exit screen on your tank. the tank and enter the soil treatment • Wash only full loads. area. • Limit use of bleach-based detergents. • Think even—spread your laundry loads throughout the week. • The rapid speed of water entering • Install an effluent screen in the septic tank to the tank may reduce performance. prevent the release of excessive solids to the soil 2°d floor laundry treatment area. • Be sure that you have adequate tank capacity. • Powdered and/or high-phosphorus • Use gel detergents. Powdered detergents may add detergents can negatively impact the solids to the tank. Dishwasher performance of your tank and soil • Use detergents that are low or no-phosphorus. treatment area. • Wash only full loads. • New models promote"no scraping". • Scrape your dishes anyways to keep undigested They have a garbage disposal inside. solids out of your septic system. • Finely-ground solids may not settle. • Expand septic tank capacity by a factor of 1.5. Grinder pump(in Unsettled solids can exit the tank • Include pump monitoring in your maintenance home) and enter the soil treatment area. schedule to ensure that it is working properly. • Add an effluent screen. • Large volume of water may • Avoid using other water-use appliances at the Large bathtub overload your system. same time.For example,don't wash clothes and (whirlpool) • Heavy use of bath oils and soaps can take a bath at the same time. impact biological activity in your • Use oils, soaps,and cleaners in the bath or shower tank and soil treatment area. sparingly. Clean Water Uses Impacts on System Management Tips High-efficiency • Drip may result in frozen pipes • Re-route water into a sump pump or directly out furnace during cold weather. of the house.Do not route furnace recharge to your septic system. • Salt in recharge water may affect • These sources produce water that is not sewage Water softener system performance. and should not go into your septic system. Iron filter • Recharge water may hydraulically • Reroute water from these sources to another Reverse osmosis overload the system. outlet,such as a dry well,draintile or old drainfield. • Water from these sources will likely • When replacing consider using a demand-based Surface drainage overload the system. recharge vs.a time-based recharge. Footing drains • Check valves to ensure proper operation;have unit serviced per manufacturer directions - 5 - UNIVERSITY Septic System Management Plan - • for Above Grade Systems OF MINNESOTA Maintenance Log Track maintenance activities here for easy reference. See list of management tasks on pages 3 and 4. Activity Date accomplished Check frequently: Leaks: check for plumbing leaks Soil treatment area check for surfacing Lint filter: check, clean if needed Effluent screen: if owner-maintained Check annually: Water usage rate(monitor frequency ) Caps: inspect,replace if needed Water use appliances—review use Other: Notes: Mitigation/corrective action plan: "As the owner of this SSTS, I understand it is my responsibility to properly operate and maintain the sewage treatment system on this property, utilizing the Management Plan. If requirements in this Management Plan are not met, I will promptly notify the permitting authority and take necessary corrective actions. If I have a new system, I agree to adequately protect the reserve area for future use as a soil treatment system." Property Owner Signature: Date Management Plan Prepared By:Sewer Services Certification# 2502 Permitting Authority: ©2010 Regents of the University of Minnesota. All rights reserved. The University of Minnesota is an equal opportunity educator and employer. This material is available in alternative formats upon request. Contact the Water Resources Center,612-624-9282. The Onsite Sewage Treatment Program is delivered by the University of Minnesota Extension Service and the University of Minnesota Water Resources Center. - 6 - Septic System Management Plan 74. UNIVERSITY for Above Grade Systems OF MINNESOTA Your Septic System �L .._.uertm. Mnlnie inspectbn Pipe ■ a - •: t.Y '{ qs-yx 'a vy��.ar�•y `'`3'.a'" Vegete0on, .. • Fnwn ryrtnr t sk. - ;%nj� Septic System Specifics nSystem is subject to operating permit* System Type: .®I®II©III®IV*®V* System uses UV disinfection unit* (Based on MN Rules Chapter 7080.2200–2400) Type of advanced treatment unit *Additional Management Plan required Dwelling Type Well Construction Number of bedrooms: 4 Well depth(ft): 195 System capacity/design flow(gpd): 600 Irl Cased well Casing depth: 185 Anticipated average daily flow(gpd): 300 ri Other(specify): Comments Distance from septic(ft):I00'+ Business? What type? Is the well on the design drawing?QY Q N Septic Tank 1-1 One tank Tank volume: gallons [7 Pump Tank 1000 gallons Does tank have two compartments?®Y ON ❑ Effluent Pump make/model:Goulds PE 51 l• I Two tanks Tank volume: 2000 gallons Pump capacity 29 GPM ❑ Tank is constructed of Concrete TDH 23 Feet of head Effluent Screen type: ❑ Alarm location Utility room Soil Treatment Area (STA) Mound/At-Grade area(width x length):42 ft x 82 ft Cleanouts or inspection ports Rock bed size(width x length):10 ft x 50 ft Surface water diversions Location of additional STA: Additional STA not available -2 - UNIVERSITY OF MINNESOTA Septic System Management Plan for Above Grade Systems The goal of a septic system is to protect human health and the environment by properly treating wastewater before returning it to the environment. Your septic system is designed to kill harmful organisms and remove pollutants before the water is recycled back into our lakes, streams and groundwater. This management plan will identify the operation and maintenance activities necessary to ensure long- term performance of your septic system. Some of these activities must be performed by you, the homeowner. Other tasks must be performed by a licensed septic maintainer or service provider. However, it is YOUR responsibility to make sure all tasks get accomplished in a timely manner. The University of Minnesota's Septic System Owner's Guide contains additional tips and recommendations designed to extend the effective life of your system and save you money over time. Proper septic system design,installation, operation and maintenance means safe and clean water! Property Owner Jerald Krepps Property Address 20 Wear Lane, Orono, MN 55356 Property ID System Designer Sewer Services Phone 952-873-3292 System Installer Phone Service Provider/Maintainer Sewer Services Phone 952-873-3292 Permitting Authority Phone Permit# Date Inspected Keep this Management Plan with your Septic System Owner's Guide. The Septic System Owner's Guide includes a folder designed to hold maintenance records including pumping, inspection and evaluation reports. Ask your septic professional to also: • Attach permit information, designer drawings and as-builts of your system, if they are available. • Keep copies of all pumping records and other maintenance and repair invoices with this document. • Review this document with your maintenance professional at each visit; discuss any changes in product use, activities or water-use appliances. For a copy of the Septic System Owner's Guide,call 1-800-876-8636 or go to http://shop.extension.umn.edu/ http://septic.umn.edu Version 11/03/2010 - 1 - 2011 purple code Mound Design www.SepticResource.com (vers 14.2) Property Owner: Jerald Krepps Date: 6/18/2015 Site Address: 20 Wear Lane, Orono, MN 55356 PID: Comments: instructions: =enter data =adjust if desired = computer calculated - DO NOT CHANGE! 1) 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) 2500 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) end feed manifold connection 8) 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) 9) 7/32 inch perfs at 1 feet residual head gives 0.56 gpm flow rate per perforation for this perf size&spacing, a pipe size on line 12, max perfs/lateral= 30 , line#8 must be less--> OK 10) 4.0 doses per day (4 minimum) 11) 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) 95 feet of 2.0 inch supply line leads to 16 gallons of drainback volume (Tip: "top feed" manifold to control the drainback) 14) 166 gallons TOTAL pump out volume (treatment +drainback) 15) 15 feet vertical lift from pump to dispersal area, leads to a: 16) 29 GPM® 23 feet of head, Pump requirement (note: >50gpm may require an extra 3-6'of head) 17) 1000 gal Dose tank (code minimum) 1000 gal Dose tank(design size / LUG req'd) at 34.00 gpi leads to a 18) 4.9 inch swing on Demand float, or timed dosing of 5.7 min ON (confirm pump rate with drawdown (to deliver Average flow, 66%of Peak design flow) 9 hrs OFF test and adjust as necessary) 19) 12 inches from bottom of tank to"Pump OFF"float 20) 17 inches from bottom of tank to"Pump ON"float, or 12 inches to 'Timer ON"float if time dosed 21) 20 inches from bottom of tank to "Hi Level"float, or 30 inches to"Hi Level"float if time dosed 22) 320 gallons reserve capacity (after High Level Alarm is activated) 23) 0.78 gpd/ft2 Absorption area Soil Loading Rate, which gives a mound ratio of 1.5 (minimum) (this must match the soil boring log) desired mound ratio 1.5 24) 7 percent site slope (0-20% range) 7 (%downslope site slope, if different than upslope) 25) 20 inches, or 1.7 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) 16 inch, or 1.3 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!! 27) 15.0 ft.Total ABSORPTION width (with sand beyond rockbed as follows:) 28) 0.0 ft. upslope and sideslope 5.0 ft. Downslope Individual slope ratios give BERM widths (topsoil beyond rockbed)of: 29) 4:1 upslope ratio 10 ft. upslope berm 30) 4:1 sideslope 16 ft. sideslope berms 31) 4:1 downslope 22 ft. downslope berm 32) Overall Dimensions: 10.0 ft. wide by 50.0 ft. long Rock bed 42 ft. wide by 82 ft. long Mound footprint 4" inspection pipe 18" cover on top <Upslope berm 10 < Downslope berm 22 } iw 12" cover on sides (6"loamy cap&6"topsoil) 1.3 Clean sand lift 1.7 Dept to L'irit, ; Limiting Conaai ,ri - - - Absor tion Width 15.0 __ Note: For 0 to 1%slopes, Absorption Width is measured from the Bedequally in both directions. For slopes >1%, Absorption Width is measured downhill from the upslope edge of the Bed. 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) 23.3 up + 70.1 downslope + 13.6 ends + 31.2 under rock= 166 yd'or*1.4= 232 ton plus 20% 35) Loamy Cap: 38 ft. by 78 ft. 6"deep, plus 20%gives 66 yd'or*1.4= 92 ton 36) Topsoil: 42 ft. by 82 ft. 6"deep, plus 20%gives 77 yd'or*1.4= 108 ton I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. frAirraitA,,,,rk Sewer Services 2502 6/18/2015 Designer Signature Company License# Date Installer Summary 2250 gallon Septic tank(minimum) Tank options: none DU7o rarger lafK wun rnuuipte comp/Lanny 1000 gallon Dose tank(minimum) at 34.00 gpi 29 GPM @ 23 ft. of head, Pump required 4.9 inch swing on Demand float which translates to roughly 3.5 inches of float tether length if time dosing is required --> 5.7 minutes ON time Et 9 hours OFF time 17 inches from bottom of tank to"pump ON"float, or 12 inches to"timer ON"float 20 inches from bottom of tank to"Hi Level Alarm"or 30 inches to"Hi level alarm"if time dosed 95 ft. of 2.0 inch supply line with end feed manifold connection (Tip: "top feed"manifold to control drainback) 16 inch, or 1.3 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 Ft alarm 3 clean out Et valve box assemblies 15.0 ft.Total sand ABSORPTION width (sand beyond rockbed) (minimum) 0.0 ft. upslope and sideslope 5.0 ft. Downslope Specific slope ratios give BERM widths (topsoil beyond rockbed)of: 4:1 upslope ratio 10 ft. upslope berm 4:1 sideslope 16 ft. sideslope berms 4:1 downslope 22 ft. downslope berm 4"inspection pipe 18" cover on top k Upslope berm 1 a Downslope berm 22 12" cover on sides • : i:i : "loDepth to LimitinAbsorption Width f 15.0—`4--_— Note: For 0 to 1%slopes, Absorption Width is measured from the Bedequally in both directions. For slopes >1%, Absorption Width is measured downhill from the upslope edge of the Bed Rock Bed: 17.0 yd3 or*1.4= 24 ton 6 inches under pipe Mound Sand: 166 yd3 or*1.4= 232 ton calculation based on 3:1/4:1 slope from top of rockbei Loamy Cap: 66 yd3 or*1.4= 92 ton 6"deep Topsoil: 77 yd3 or*1.4= 108 ton 6"deep INSPECTOR CHECKLIST - mound iu wear Lane, Urono, MN 55356 n WELL 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: outer ditch, or 33'from center of township road, or 65'from center of cnty road LAKE/BLUFF 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 se 10'to bed,tank a sewer line. (else sewer line > 12"below) n Sewer line a 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 D2665 or F891) n 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 8 alarm Dose tank risers and piping (water tight, insulated, proper depth, drainback) mfg 1000 gallons n dose pump 29 gpm 23 head VERIFY PUMP CURVE 5.7 min ON 9 hr OFF n float setting drop 4.9 inches at 34.0 gpi "DESIGNED" 3.5 inches approx float tether length 166.0 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) supply pipe sloped 1/8"+, supported by sch40 sleeve, 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 16 inches. (Jar test : 2"sand leaves< 1/8"silt after 30 min) nAbsorption Sand beyond rock 0.0 upslope 5.0 downslope Bermed topsoil beyond rockbed 10 upslope 16 sideslope 22 downslope cover depth of 12-18"+ VERIFY 3 laterals (1-2'from edge of rock) 2.00 inch pipe size 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 emMA4Mitiolvismodu 1.1122101010'-' ` benchmark r - - - SHWT Mound / (Grade elevations are existing. If a loamy cap different final grade is desired it should lateral be shown and described here.) bottom rock grade (at upslope rock bed) SHWT (at upslope rock bed) 1 i 1 1 -� r j I ( \ � I I I r I I \ 1r Sewer pipe r / r exiting house Septic Tank Septic Tank (if applicable) Pump Tank Grade Grade Grade Grade Pipe inlet inlet inlet Tank bottom Tank bottom Tank bottom 2011 purple code Mound Design www.SepticResource.com (vers 14.2) Property Owner: Gerald Krapps Date: 6/18/2015 Site Address: 20 Wear Lane, Orono, MN 55356 PID: Comments: instructions: =enter data =adjust if desired = computer calculated - DO NOT CHANGE! 1) 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) 2500 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) end feed manifold connection 8) 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) 9) 7/32 inch perfs at 1 feet residual head gives 0.56 gpm flow rate per perforation for this perf size 8 spacing, £r pipe size on line 12, max perfs/lateral= 30 , line#8 must be less --> OK 10) 4.0 doses per day (4 minimum) 11) 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) 95 feet of 2.0 inch supply line leads to 16 gallons of drainback volume (Tip: "top feed" manifold to control the drainback) 14) 166 gallons TOTAL pump out volume (treatment+drainback) 15) 15 feet vertical lift from pump to dispersal area, leads to a: 16) 29 GPM© 23 feet of head, Pump requirement (note: >50gpm may require an extra 3-6'of head) 17) 1000 gal Dose tank(code minimum) 1000 gal Dose tank (design size / LUG req'd) at 34.00 gpi leads to a 18) 4.9 inch swing on Demand float, or timed dosing of 5.7 min ON (confirm pump rate with drawdown (to deliver Average flow, 66%of Peak design flow) 9 hrs OFF test and adjust as necessary) 19) 12 inches from bottom of tank to"Pump OFF float 20) 17 inches from bottom of tank to"Pump ON"float, or 12 inches to'Timer ON"float if time dosed 21) 20 inches from bottom of tank to"Hi Level"float, or 30 inches to"Hi Level"float if time dosed 22) 320 gallons reserve capacity (after High Level Alarm is activated) • 23) 0.78 gpd/ft2 Absorption area Soil Loading Rate, which gives a mound ratio of 1.5 (minimum) (this must match the soil boring log) desired mound ratio 1.5 24) 7 percent site slope (0-20%range) 7 (%downslope site slope, if different than upslope) 25) 20 inches, or 1.7 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) 16 inch, or 1.3 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!! 27) 15.0 ft.Total ABSORPTION width (with sand beyond rockbed as follows:) 28) 0.0 ft. upslope and sideslope 5.0 ft. Downslope Individual slope ratios give BERM widths (topsoil beyond rockbed)of: 29) 4:1 upslope ratio 10 ft. upslope berm 30) 4:1 sideslope 16 ft. sideslope berms 31) 4:1 downslope 22 ft. downslope berm 32) Overall Dimensions: 10.0 ft. wide by 50.0 ft. long Rock bed 42 ft. wide by 82 ft. long Mound footprint 4"inspection pipe 18" cover on top k Upslope berm 10 a Downslope berm 22 !MIMI 12" cover on sides (6"loamy cap&6"topsoil) 1.3 Clean sand lift 1.7 Depth to Limiting Limiting Condition _ -------- -----— Absorption Width 1 15.0 ----- --__--. Note: For 0 to 1%slopes, Absorption Width is measured from the Bedequally in both directions. For slopes >1%, Absorption Width is measured downhill from the upslope edge of the Bed. 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) 23.3 up + 70.1 downslope + 13.6 ends+ 31.2 under rock= 166 yd3 or*1.4= 232 ton plus 20% 35) Loamy Cap: 38 ft. by 78 ft. 6"deep, plus 20%gives 66 yd'or*1.4= 92 ton 36) Topsoil: 42 ft. by 82 ft. 6"deep, plus 20%gives 77 yd'or*1.4= 108 ton I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. n w "�� ^ • Sewer Services 2502 6/18/2015 Designer Signature Company License# Date Installer Summary 2250 gallon Septic tank (minimum) Tank options: none Du7o targer LanK WW1 rnuiupre comp/Ulf Ks 1000 gallon Dose tank(minimum) at 34.00 gpi 29 GPM @ 23 ft. of head, Pump required 4.9 inch swing on Demand float which translates to roughly 3.5 inches of float tether length if time dosing is required --> 5.7 minutes ON time ft 9 hours OFF time 17 inches from bottom of tank to"pump ON"float, or 12 inches to"timer ON"float 20 inches from bottom of tank to"Hi Level Alarm"or 30 inches to"Hi level alarm"if time dosed 95 ft. of 2.0 inch supply line with end feed manifold connection (Tip: "top feed"manifold to control drainback) 16 inch, or 1.3 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 a=t alarm 3 clean out ft valve box assemblies 15.0 ft.Total sand ABSORPTION width (sand beyond rockbed) (minimum) 0.0 ft. upslope and sideslope 5.0 ft. Downslope Specific slope ratios give BERM widths (topsoil beyond rockbed)of: 4:1 upslope ratio 10 ft. upslope berm 4:1 sideslope 16 ft. sideslope berms 4:1 downslope 22 ft. downslope berm 4' inspection pipe 18" cover on top <Upslope berm 10 } ,< Downslope berm 22 ) 1(62...'10' cover sides . amy cnpon&6"topsoil) 1.3 Clean sand lift 1.7 I epLP 1.,2 L n'Iting Limiting CondiTi_r; 15.0 ' _ __ _- - Absorption Width - - — - Note: For 0 to 1%slopes, Absorption Width is measured from the Bedequally in both directions. For slopes >1%, Absorption Width is measured downhill from the upslope edge of the Bed. Rock Bed: 17.0 yd3 or*1.4= 24 ton 6 inches under pipe Mound Sand: 166 yd3 or*1.4= 232 ton calculation based on 3:1/4:1 slope from top of rockbel Loamy Cap: 66 yd3 or*1.4= 92 ton 6"deep Topsoil: 77 yd3 or*1.4= 108 ton 6"deep INSPECTOR CHECKLIST - mound 1u Wear Lane, Orono, MN 55356 O WELL setbacks: 20'to pressure tested sewer line (5 psi for 15 min) _ 50'to everything 100'to dispersal area with shallow welt _ PROPERTY LINES setback: 10'to everything Road setback: outer ditch, or 33'from center of township road, or 65'from center of cnty road LAKE/BLUFF setback: 20'for bluff. Lakes: GD_, RD_, NE_. Protected wetland_. Building setbacks: 10'for everything, 20'for dispersal area. WATER LINE under pressure se 10'to bed,tank& sewer line. (else sewer line> 12"below) nSewer 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 D2665 or F891) O 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 n dose pump 29 gpm 23 head VERIFY PUMP CURVE 5.7 min ON 9 hr OFF ▪ float setting drop 4.9 inches at 34.0 gpi "DESIGNED" 3.5 inches approx float tether length 166.0 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) supply pipe sloped 1/8"+, supported by sch40 sleeve, 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 16 inches. (Jar test : 2"sand leaves< 1/8"silt after 30 min) ▪ Absorption Sand beyond rock 0.0 upslope 5.0 downslope • Bermed topsoil beyond rockbed 10 upslope 16 sideslope 22 downslope cover depth of 12-18"+ VERIFY _ 3 laterals (1-2'from edge of rock) _ 2.00 inch pipe size 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 Eievations benchm ark r _ _ - - SHWT Mound r (Grade elevations are existing. If a loamy cap different final grade is desired it should lateral be shown and described here.) bottom(atrock upsbpe rock bed) SHWT (at upstope rock bed) 1 . 1. „ 1 ... ., 1 . . .� .. --A--"F —s 1 r i 7I I r I r / / 7 Sewer pipe exiting house Septic Tank Septic Tank lir applicable) Pump Tank Grade Grade Grade Grade Pipe inlet inlet inlet Tank bottomTank bottom Tank bottom . Soil Observation Log www.SepticResource.com vers 12.4 Owner Information Property Owner/project: Jerald Krepps Date 6/18/2015 Property Address/PID: 20 Wear Lane, Orono,MN 55356 Soil Survey Information 0 refer to attached soil survey Parent mail's: Q Till ❑Outwash 0 Lacustrine 0 Alluvium ❑Organic ❑ Bedrock landscape position: ❑ Summit Q Shoulder ❑Side slope ❑Toe slope soil survey map units: L37B slope 7 % direction- downhill Soil Log#1 0 Boring ❑ Pit Elevation 101'5" Depth to SHWT Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-12 CL <35 10YR 2/2 Loose Loose Blocky 13-30 Clay Loam <35 10 YR 4/4 5YR 4/4 Firm Moderate Blocky <35 loose loose single grain friable weak granular blocky 35 -50 >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain friable weak granular blocky 35-50 >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain friable weak granular blocky 35 -50 >50 firm moderate prismatic platy rigid strong massive Comments: REDOX 28" 20 Wear Lane, Orono, MN 55356 Soil Log#2 0 Boring ❑Pit Elevation 100'9" Depth to SHWT Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-13 Clay Loam <35 10YR 2/2 Loose Moderate Blocky 14-23 Clay Loam <35 10YR 4/4 5YR 4/4 Redox @23'Firm Moderate Blocky loose loose single grain <35 friable weak granular blocky 35-50 firm moderate prismatic platy >50 rigid strong massive loose loose single grain <35 friable weak granular blocky 35-50 firm moderate prismatic platy >50 rigid strong massive loose loose single grain <35 friable weak granular blocky 35 -50 firm moderate prismatic platy >50 rigid strong massive 20 Wear Lane, Orono,MN 55356 Soil Log#3 0 Boring ❑ Pit Elevation 101'5" Depth to SHWT Depth(in) Texture fragment% matrix color redox color consistence grade shape <35 0-9 Clay Loam 35 -50 10YR2/2 Loose Moderate Blocky >50 10-22 Clay Loam <35 10YR 4/4 5YR5/5 Firm Moderate Blocky loose loose single grain <35 friable weak granular blocky 35 -50 firm moderate prismatic platy >50 rigid strong massive loose loose single grain <35 friable weak granular blocky 35 -50 firm moderate prismatic platy >50 rigid strong massive loose loose single grain <35 friable weak granular blocky 35 -50 firm moderate prismatic platy >50 rigid strong massive I hereby cert this work was completed in accordance with MN 7080 and any local reqs. REDOX AT 20" w Sewer Services 2502 Designer Signature Company License# • 20 Wear Lane, Orono,MN 55356 Soil Log#4 ❑Boring 0 Pit Elevation Depth to SHWT Depth(in) Texture fragment% matrix color redox color consistence grade shape <35 loose loose single grain friable weak granular blocky 35-50 >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain friable weak granular blocky 35-50 >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive 20 Wear Lane, Orono, MN 55356 Soil Log#5 ❑Boring 0 Pit Elevation Depth to SHWT Depth(in) Texture fragment% matrix color redox color consistence grade shape <35 loose loose single grain friable weak granular blocky 35-50 >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive I hereby certi_6)this work was completed in accordance with MN 7080 and any local req's. Designer Signature Company License# Preliminary & Field Evaluation Form www.SepticResource.com vers 12.4 Owner Information Date 6/18/2015 Sec/Twp/Rng Parcel ID LUG(county,city,township) Property Owner: Jerald Krepps Owners address(if different) Property Address: 20 Wear Lane City/State/Zip: Orono, MN 55356 Flow Information and Waste Type/Strength Estimated Design flow 600 Anticipated Waste strength ❑ Hi Strength 0 Domestic Any Non-Domestic Waste ❑Yes(class V) 0 No Comments: Sewage ejector/grinder pump ❑Yes 0 No Water softener 0 Yes ❑ No Garbage Disposal ❑Yes 0 No Daycare/In home business ❑Yes 0 No Site Information Existing&proposed lot 0 Yes ❑No Well casing depth 185' improvements located (see site map) Easements on lot located 0 Yes ❑ No Drainfield w/in 100'of ❑Yes 0 No (see site map) residential well Property lines determined 0 Yes ❑No Site w/in 200'of transient ❑Yes 0 No (see site map) noncommunity water supply(TNCWS) Req'd setbacks determined 0 Yes ❑ No Site w/in an inner wellhead ❑Yes 0 No (see site map) mgmt zone(CWS/NTNCWS) Utilities located&identified 0 Yes ❑ No Buried water supply pipe ❑Yes 0 No (gopher state one call) w/in 50'of system Access for system maintenance El Yes ❑ No Site located in Shoreland ❑Yes 0 No (shown on site map) (w/in 1000'of lake,300'of river) Soil treatment area protected 0 Yes ❑ No Site map prepared with 0 Yes ❑ No previous items included Construction related issues Soil Information Evidence of site: Cut ❑Yes {]No Filled ❑Yes EJ No Compacted ❑Yes Q No Disturbed ❑Yes El No Original soils El Yes ❑ No Soil logs completed and attached ❑� Yes El No Perk test completed and ❑Yes El No attached(if applicable) Soil loading rate (gpd/ft2) 0.78 Percolation rate(if applicable) Depth/elev to SHWT 20.00 Flooding or run-on potential ❑Yes ❑No (comments) Depth to system bottom -16.00 maximum(or elev minimum) Flood elevation(if applicable) Depth/elev to standing water(if applicable) Elevation of ordinary high Depth/elev to bedrock water level(if applicable) (if applicable) Floodplain designation and Soil Survey information ❑r Yes 0 No elev- 100 yr/10 yr(if applicable) determined(see attachment) Differences between soil survey and field evaluation(if applicable) I hereby certify this evaluation was completed in accordance with MN 7080 and any local req's. '610$'41m14\ Sewer Services 2502 Designer Signature Company License# . , ":,,..•",-, .:, -:*--lr.""g--,,*,-f4,,,,--"A',1:-5-•,... ',,,,....41t','..4-V.- '14 '- i "." , =, , ,. . ,„ ,,4., , . ,7,:, • ,',."'.,-,, --,- _ - . -,-. , ., ,_ .--,...,,,,,--?,;:--„-.„-At V.,,j:-,..',....,,•-?';., f;1 7, '''7t 7,' - - - '',, - ,'•4`.:---t•• ' '.?,-', -g —,="1 ,- ., _-,-'4, ':,'",'":It ===-it=010%,".,e,,,!`l lk.,.,:'44,=t1„ .•1,4 t,,,=. . ,, %, „ , .,,,, ,,,,,,,,i,-;„`,_ •,, - ''.•P.-.,,1:4,,I== Plan UNIVERSITY Septic System Management Fl i---,,,..fv,..1,..,,,, k '4'''''''''''':'\''''' for Above Grade Systems • ., , -,„r,„, .... . , - 71,44',;":.‘,175; ,,,.... OF MINNESOTA.-I'''' '` - ' ' ' ''',.,t•-'ll'A,,,:V",,-42,, ,j =I 3*7.4.,:4.,..„,../". litli —, ''''' * ' " ' •* 4 '''''''''';''64. 8'4:4' 'ts"§"- ''''',.:-;1'7'.74",,,-4-,-- Maintenance Log 3 .'•-," ° , -, ' .'-,:;,%;:.--t'v,t,:'%t.,1,", -7,:r"%-4.',farj,A;ttlie,,,,_ , , • •- -'''''''' '' Track maintenance activities here for easy reference. See list of management tasks on pages 3 and 4. L.... 4 Activity Date accomplished gg, ,.,',,, Check frequently: i..;",,°'-v-,i-V-10'4,'"r-iN,.„, , , , , Leaks: check for plumbing leaks Soiltreatment area check for surfacing Lint filter: check,clean if needed i ' '0',..Aff:„ "*4--• ' Effluent screen: if owner-maintained 404," = , ".• Check annually: - ,,,='',.-r, ',7--' -.-=';:•1:-.,..4•-*1%1- Water usage rate(monitor frequency_) Caps: inspect,replace if needed kivn' -'-' Water use appliances—review use Other: - Notes: ,,. Mitigation/corrective action plan: --,..... ..,...g.. .0, „„ :ik -:- ' -- '--'- -- - - '— t is my responsibility io properly operate and maintainin the sewage treatment system on this property, utilizing the Management Plan. Ifrequirements this Management Plan are not met, Iwill promptly notify the permitting authority necessary corrective actions. if Ihave a new sy,,mtem, I agree to adequately protect the reserve ..' ea for future use 100,0 0040440,4tment sYs:4111,5150 : uni11111110i Ii Date 6 •z •zo i5 S1:11.. ............___ f:„,-,•zir"- 4t,z.. tSewer Services y-ii-igi:,..aL-, . ,_ . P . , • B : Certification# 2502 r--,---riel.-'"-c---, V Permitting Authority: ?6,- 1 .,1444;' :i ...e lz,74;-'4 '44 'l'"4:4'.4' ''':=,'''' ;..r!4'.'":‘, " eats' of the - • of Mumesota. All rights reserved. [he University of Minnesota is an equal opportunity educator and employer. is vc formats upon request Contact the Water Resources Center,6l2.624-)282 The v,Thrt:eOr -gym/able • f MI sots Extertsion Service and the University -'1,kg: . livered by the University onsReitscourSecwesagCeenter 1 .,. - 4:2t, '4 ,,,, -6 P-,•;-," ,iktri.„,,,,' ''',•'...i, ,,:,,„;',,,.,,4„/hv, ,.,,,,-,-, ,• , , " ' A 1,7'',5.,..A.ez: •:, ,,-•',.:11,-,'' • , ,, , ,., , DATE TIME CITY OF ORONO CALLED IN '`.INSPECTION NOTICE SCHEDULED ` PERMIT NO. h,,` COMPLETED � Z•. 50 AF�DRESS Z.© Lilo o CI fr i-‘0 el `{'i OWNER TELEPHONE NO. CONTRACTOR 9 ,� DESCRIPTION 1 / V ,/,�' , 032fi "i W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALLA- 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION C 0 FRAMING 0 MECHANICAL FINAL 0 PROGRESS • ❑ INSULATION ❑ WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 HARD COVER REMOVAL v ❑ DEMO-SITE 0 SEPTI ► 0 FOUNDATION/REMOVAL 2...1 OWNERICONTRACTOR TO MEET YOU:_Y fr. . . 6r/tce-tfre(.1 COMMENTS: 61 e/l cd 1 a Z — Ian�✓c cc o _ >. a f /& �` Z_II' `� 0 4. W cc c 2 W Z W cc d W 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE CCW 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY U BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN 0 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/Contra on site: Illf Inspector. C"),{ White Copy/Inspector's File Canary Copy/Site Notice E, .__, SO— .e0 .e.?.___ , DATE .D TIME CITY OF,ORONO LLED CAIN 9' '�YY INSPECTION N T CE /y SCHEDULED o1-�0'l5 /f0. D77 PERMIT NO. (')/0--016) ( COMPLETED ADDRESS 020 OWNERLEPHONE NO. -gr-77-1 177 CONTRACTOR �PA.Ale)l. � /L(t ct C-- DESCRIPTION .,-I l a " l- 0 SQ-r t W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI 0 EXCAV/GRADING/FILLING C ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL El TREE REMOVAL ❑ 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 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO LI COMMENTS: LI 4,441/-" eyis7i!r 7'�ti. ✓(B CAaog -e cc 0 48 �r v--- /6PA.3 ,avdQ O d UatVAiwv.:E 7 t- W Coh* U /,t9VCIe ct- yl c '/c/ y m 0 Lu ❑WORK SATISFACTORY:PROCEED ROJECT COMPLETE CCW 0 CORRECT WORK&PROCEED ❑ ISSU CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. El PHOTO TAKEN INSPECTOR WILL RETURN ElSTOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contra on site:-09.4,4_ Inspector. - � White Copyllnspector's File Canary Copy/Site Notice D• TIME r CITY OF ORONO CALLED IN �4 INSPECTION NO ICE sc4EDULED a IL-7 f., go PERMIT NO. e0/s 014a00MPLETED ADDRESS .2o t2 tk57.'4.,i-e_- OWNER LEPHONE NO. 5?- )7..,,`/p/77 CONTRACTOR t C A . -- DESCRIPTION --e-16-1-1 .(__ 110 Ly 0 FOOTING 0 DEMO-FINAL PTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL El TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI 0 SITE INSPECTION IT 0 FRAMING 0 MECHANICAL FINAL ❑ RATED WALLS Z 0 INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL El WATER HOOK-UP 1:1 FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP 0 FOUNDATION/REMOVAL ✓ ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO co• COMMENTS: cc W a CC eP f as'eay tky ffze ',11-eU' r) et -/Djri9 t,,,, 4 Jo, W ccQ t2 0,Id e %S,P- /ic4I'Cs 44 � cc a W RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT 0 CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ 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. 6 ,6" � White Copyllnspector's File Canary Copy/Site Notice