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HomeMy WebLinkAbout2014-01185 - new septic CITY OF ORONO 1 1'� I� � �i � I �� X 1 1 I1 1 * 20 1 4 - 0 1 1 8S * 2750 KELLEY PARKWAY DATE ISSUED: 10/15/2014 ORONO, MN 55356- (952) 249-4600 FAX: (952)249-4616 ADDRESS : 1130 OLD CRYSTAL BAY RD S PIN : 09-117-23-14-0007 LEGAL DESC : COLWELL ADDN : LOT 000 BLOCK 001 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : NEW ACTIVITY : MOUND SYSTEM -SEPTIC NOTE: 3- 1,000 GALLON PRECAST CONCRETE TANKS I - 1300 GALLON PUMP TANK ROCK BED- 10 X 63 APPLICANT SEPTIC NEW 200.00 STATE SURCHARGE SEPTIC 5.00 KOTHRADE SEWER&WATER TOTAL 205.00 12059 WHITETAIL AVENUE Payment(s) HANOVER, MN 55341 CHECK 18944 205.00 Minnesota State License#: SW-192 MPCA OWNER Spotted Dog LLC 1907 E WAYZATA BLVD #300 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 • sp= ded for a period of 180 days at any time after work has commenced. The a,I licant is responsible for assuring all required inspections are request d in onformance ith the State : ding Code.This permit may be yoke. ata t. - o du- cause. �. . .. , A`.4.4 IO IC / 4�-ysv-{--<-5�I esr /D /,- - /j/ Al: licant P -". 'ignature •.te Issued By Signature Date 2750 Kelley Parkway 952-249-4600 Orono MN 55356 RPneipt No: 3.012034 Oct 15, 2014 ado Sewer & Water .00 ions Balance: • its 200.00 :-01185 1130 Old , tal Bay Rd -Septic 32530 .anical/Septic/Other -01185 1130 Old 5.00 ,tal Bay Rd -20802 to govts-State 205.00 ok 205.00 Teck No: 18944 ayor: ,othrade Sewer & Water 205.00 Total Applied: ________-_-- .00 Change Tendered: _ _7====_:= 10/15/2014 01:30PM • 4"92)a-3: ° CITY OF ORONO R.Ac Matting Addrnsc: TIiophpno(952)249 4600 2754 Kelley Parkway I P.O.Box 6b Fax (952}249-4616 f, w Orono.MdN 55356 ' Crystei Bay,MN 55323 !' www.ci.aronornn.us Septic System Permit Application Please complete this applicaton completely. Failure to fill in all of the required information may result in a delay of processing your application. Submit this application, a complete copy of the site evaluation and the design at least 3 working days prior to the projected installation date. pSId19�. , u . Property Owner:' Email: sr2(1� Mailing Address: I -! ( l�. �� 1 Phone: Cell: rk: yome: r r Designer:,—PlaS hi ' VlC,icense# 0 u'Email:s��Sin .-1-r— ne 7 'Y 17'3.� Installer/Contractor: r icense#Q(1?Email:pull ' 1 4i ne: 7 b 3 llo . Kk, Date to be Installed: •S 00 6 l r1 r (l� Y (� Property Address: I l 30 1.I S Existing Septic SystemEyes: Yes No compliance Inspection Date: Parcel: (if no address) General Lot Dimensions: Width: Depth: Total Area: (Acres or sq ft) Home Type: #of Bedrooms: Clothes Washer: Water Cond: Garbage Disposal: Hot Tub/Whirpool: Dishwasher: Well: Existing New(to be installed) Size of Casing: Depth of Casing: PROPOSED SEPTIC INFORMATION Soil Types: `/ Sizing Factor: Septic: New Replacement Addition O er ,,�,, h Tanks: Qty: I New 300 Existing =S--I OW Total -'I O[ , OO�'4'iti '`�-"'c.• Tank Type ,apacity Manufacturer Pump Station: Tank Type • ''. pacity .6 6 Manufacturer rip CIa s-t'cy cFt4 V'.;� C (if applicable) Pump Size t P1 Type r� = Failure Alarm Type Drainfield Total Length ' . Total Width Eli Maximum Depth C Trenches w/rock Trench w//chambers t Rock below pipe irk( Pressure BedMand n Other(explain) r Mound Dimensions: Rock Bed x I,5ft Absorption Area 6 x 4j ft i Clean Fillbelow rock bed inches Filter: Type lU Manufacturer N.Ile" Alarm Type: ti f i" New designs sha I adhere to 2008 MPCA standards. OFFICE USE ONLY �, �j Permit#.40/9-' D//25 Payment Rec'd Zoning District Field Checked Date Inspected New/Replace SKETCH: Submit licensed site evaluation, design, sketch and management plan with application. If substantial changes are made to the design during installation, a new design must be submitted with the date and designer's signature prior to installation and inspection. Completed Site Evaluation es LI No Date Completed Design Worksheets es ❑No Date Compliance Inspection es ❑No Date L-6- i 'l Management -6- Management/Monitor Plan es ❑No Date Approved /0/13 IIY AGREEMENT: I/We the undersigned, hereby make application for work described and located as wn herein. I/We certify that the information contained herein is correct and agree to do the wok in accordance with the provisions of the Orono City Code and the State of Minnesota MPCA RuI 's 7080-7084. I/We further agree that any plans, specifications, or drawings s mi ed qre i e ccur t nd shall become part of the application. 1 CI-THY Si ature of Horn ner or Agent Date PERMIT: Permission is hereby granted to the above named applicant(s)to perform the work described in the above application. Any and all changes to the approved design shall be reported to the designer and to the permitting agency prior to the completion of the work. This permit is granted upon the express condition that the person to whom it is granted, and his/her agent, employees and workers shall conform in all respects to the Orono City Code and the State of Minnesota 7080-7084 Rules. This permit may be revoked at any time upon violation of said ordinances and codes. This permit expires on December 31 of the year in which it is issued. This permit, with all supporting documents, will become a permanent part of the property records on file at the Orono City Hall. __ A/ Q o to i/(3/J Commun Development Director or Designee Date Return this Application to: Physical Address: Mailing Address: City of Orono City of Orono 2750 Kelley Parkway P 0 Box 66 Orono, MN 55356 Crystal Bay, MN 55323 Phone :952-249-4600 www.ci.orono.mn.us Fax: 952-249-4616 amackCd ci.orono.mn.us Septic Permit—Revised 7/8/2014 Page 2 of 3 \, SP TESTING INC. \` Steven B.Schirmers-951 Katydid Lane NE-St.Michael,MN 55376 \ Cert.No 627 - State License#394 - Phone 763-497-3566 - Fax 763-497-5011 www.sptesting.wastewater@comcast.net- schirmerswastewater.com July 7,2014 Water Street Homes 1130 old Crystal Bay Rd. Orono, Henn.Co., MN This site has an existing on-site sewage treatment system consisting of a trench system. Soil boring#4 found mottled soil(redox features)at 3.5'below the surface &the bottom of the trenches at 2.2'leaving a 1.3'separation from the bottom of the trench & redox features. Boring#5 found mottled soil at 4.2' &the bottom of the trench at 2.8'leaving a 1.4'separation. This system is classified as non-compliant due to not meeting the required separation from the bottom of the trenches& redox features. The existing tank may be used upon completion of a Tank Integrity report passing. If the tanks are not compliant,they will need to be abandoned,pumped&filled with soil. If the tanks can be used,use the existing 1000 gallon pumping chamber as an additional septic tank& install a new 1250 gallon pumping chamber. If the tanks cannot be used, Install 2 new 1250 gallon septic tanks& 1-1250 gallon pumping chamber. This onsite sewage treatment system is designed for a Type 1 system,Type 1 ,five bedroom home in accordance with the Minnesota Pollution Control Agency chapter 7080 & local ordinances. The soils on this site are a clay loam. The seasonally saturated soil, mottled soil (redox features)were present at a depth of 18"to 24". A pressurized mound system will be installed. The bottom of the treatment area must be located at least 3'above mottled soil. A pumping chamber will need to be installed to lift the effluent to the treatment area. The power supply&switches must be located outside the manhole&pumping chamber in a weather proof enclosure. A warning device must be installed with a CITY OF ORONO SF ' : LI ' : ► _VIEW INSPECTOR -di• .,. DAT 4 P RMIT NO. 20E7—6I is- APPROV-D AS SUBMITTED EiAPPROVED WITH CORRECTIONS AS NOTED ���{��(���'�y//��FOR NOT APPROVED-CORRECT& R IiSC 13.b1 iT Irak SYSTEM tS Vi..71NNED OR These comments are for your information. All work shall he done '1 BEDROOMS. ANY INCREASE in full compliance with all applicable septic and zoning code. �t tc�nGM7G Requirements including Items not specifically noted in this review.. C 3t.• t 1 INVALIDATES Tt11Q DESiGY KEEP THIS PLAN SET ON SITE AT AIL TIMI1S light&sound device,this is In case of a pump failure. The manifold&supply line must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock&sand fill material are clean. The sod layer below the entire mounded area must be turned over,just break up the sod. The total supply line length is 300'with 90'of the existing supply line is existing. If the tanks have less than 2'of cover,the lids,risers&maintenance hole covers must be insulated to a value of R10. Cieanouts for each lateral must be insulated&be accessible from finished grade in an irrigation box with a ball valve. All neighboring wells are located greater than 100'away from the proposed treatment area. Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This design Is not valid&the system will need to be relocated if failure to protect the sites for new on-site sewage systems. MANAGBMBNT PLANE The tanks need to be maintained at a minimum of 1 time every 2 years,check with you pumper to set up a schedule. System inspected for areas by owner&or inspector as determined by the local unit of Government. Any other requirements as determined by the local unit of Government. With proper installation&maintenance,this system should have no problem In treating septic effluent effectively. 2011 purple code Mound Design www.SepticResource.com (vers 12.6) Property Owner: Water Street Homes Date: 7/1/2014 Site Address: 1130 Old Crystal Bay Rd.,Orono PID: Comments: instructions: -site specific input =adjust if desired -self-calculated(DO NOT ADJUST) l) 5 bedroom Type i Residential System 2) 750 GPD design flow 3) No Garbage disposal or pumped to septic 4) 2500 Gal Septic tank(code minimum) 2500 Gal Septic tank(design size/LUG req'd) Tank options: none 5) 1.2 GPD/ft2 mound sand loading rate 6) 10 ft rockbed width 62.5 ft rockbed length 7) 3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both) end feed manifold connection s) 3 laterals 60.5 feet long ( 21.0 perfs/lateral 63 perfs total (1/2 a perf means the first pert starts at the middle feed manifold) 9) 7/32 inch perfs at 1 feet residual head gives . 0.56 gpm flow rate per perforation for this perf size&spacing,&pipe size on tine 12,max perfs/lateral- 30 ,line q8 must be less--> OK lo) 4.0 doses per day (4 minimum) I p 188 gallons per dose (treatment volume) 12) 2.00 inch diameter laterals(or smaller)will meet"5x pipe volume" 2.00 inch diameter laterals(or smaller)must be used to meet"4x pipe volume"requirement 2.00 inch diameter laterals(or smaller)will meet"3x pipe volume" 13) 300 feet of 2.0 inch supply line leads to 51 gallons of drainback volume (Tip:"top feed"manifold to control the drainback) 14) 239 gallons TOTAL pump out volume(treatment+drainback) 15) 16 feet vertical lift from pump to dispersal area,leads to a: 16) 36 GPM® 34 feet of head, Pump requirement (note: >50gpm may require an extra 3-6'of head) 17) 1250 gal Dose tank(code minimum) 1250 gal Dose tank(design size/LUG req'd) at 12.00 gpi leads to a la) 19.9 inch swing on Demand float, or timed dosing of 6.6 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) 32 inches from bottom of tank to"Pump ON"float,or 12 inches to"Timer ON"float if time dosed 21) 35 inches from bottom of tank to"HI Level"float,or 45 inches to"Hi Level"float if time dosed 22) 830 gallons reserve capacity (after High Level Alarm is activated) 23) 0.45 gpd/ft2 Absorption area Soil Loading Rate, which gives a mound ratio of 2.7 (minimum) (this must match the soil boring log) desired mound ratio 2.7 24) 7 percent site slope (0-20%range) 7 (%downslope site slope,if different than upslope) 25) 24 inches, or 2.0 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 Flinches of 50%soil credit. Giving a: 26) 12 inch,or 1.0 ft. Sand Uft Mound CRITICAL FOR FUTURE CERTIFICATIONS!!! 27) 27.0 ft.Total ABSORPTION width (sand beyond rockbed) 26) 0.0 ft.upslope and sideslope 17.0 ft.Downslope individual slope ratios give BERM widths(topsoil beyond rockbed)of: 29) 4:1 upslope ratio 9 ft.upslope berm 30) 4:1 sideslope 15 ft.sideslope berms 31) 4:1 downslope 21 ft.downslope berm 32) Overall Dimensions: 10 ft.wide by 62.5 ft. long Rock bed 40 ft.wide by 93 ft. long Mound footprint 4 inspection pipe 18"cover on top k Upslope berm Q a ,< Downslope berm J 21 I } 12"cover on sides (6"loamycop&6"topsoil) 1,0 Clean sand lift — _ _ I 2.01. Depth to Limiting Limiting Condition --- --_----_ AbsorntionWidth___1"27.0 ------ ---------- Note; -- "" --------_--Note; For 0 to 1%slopes,Absorption Width is measured from the Bee/equally in both directions. For slopes>1%,Absorption i4?dth is measured downhill from the upslope edge of the led. 33) Rock Bed: 10 ft.by Mitt.by 9 inches under pipe,plus 20%gives r,yd'or.1.4- 39 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) 19.5 up + downslope + 10.8 ends+ 31.3 under rock.[7yd'or*1.4- 210 ton plus 20% 35) Loamy Cap: 36 ft.by 89 ft. 6"deep,plus 20%gives 71 yd'or"1.4. 0 ton 36) Topsoil: 40 ft.by KM ft. 6"deep,plus 20%gives nyd'or'1.4. ELEton I hereby certify that I have completed this work in accordance with all applicable ordinances,rules and laws. S—'4-C ,.c' ►Nac 394 7/1/2014 Designer Signature Company License/ Date Installer Summary 2500 gallon Septic tank(minimum) Tank options: none 1250 gallon Dose tank(minimum) at 12.00 gpi 36 GPM® 34 ft. of head, Pump required 19.9 inch swing on Demand float or 6.6 minutes ON time& 9 hours OFF time 32 inches from bottom of tank to"pump ON"float,or 12 inches to'timer ON"float 35 inches from bottom of tank to"Hi Level Alarm"float 300 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 ft.wide by 62.5 ft. long Rock bed 3 laterals 2.00 inch diameter 60.5 ft. long nft. lateral spacing 7/32 inch perfs 3.0 ft. perforation spacing No Effluent filter&alarm 3 clean out&valve box assemblies 27.0 ft.Total sand ABSORPTION width (sand beyond rockbed)(minimum) 0.0 ft.upslope and sideslope 17.0 ft.Downslope Specific slope ratios give BERM widths(topsoil beyond rockbed)of: 4:1 upslope ratio 9 ft.upslope berm 4:1 sideslope 15 ft.sideslope berms ' 4:1 downslope 21 ft.dovmstope berm 4"inspection pipe 18"cover on top kUpslope berm I a Downslope berm 21 MIN 12"cover on sides • (6"Way sap&6"topsoil) 1.0 Clean sand lift 1 2.0 I Depth to Limiting e Limiting Condition'—`"— Absorption WidthJ 27.0 �—'----- Note: For 0 to 1%slopes,Absorption iffdth is measured from the Bedequalty in both directions. For slopes>1%,Absorption Wfdth is measured downhill from the upslope edge of the Bed Rock Bed: 28 yd3 or*1.4- 39 ton 9 inches under pipe Mound Sand: 150 yds or"1.4- 210 ton calculation based on 3:1/4:1 slope from top of rockbed Loamy Cap: 71 yd3 or"1.4- 99 ton 6"deep Topsoil: 83 yds or"1.4- 116 ton 6"deep INSPECTOR CHECKLIST - mound 1130 Old Crystal Bay Rd.,Orono ElWELL 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 wetland_ Building setbacks: 10'for everything, 20'for dispersal area. WATER LINE under pressure se 10'to bed,tank Et sewer line.(else sewer tine>12"below) EISewer line&baffle connection (no 90's, 3'between 45's, slope min 1"in 8',max 2"in 8') (no depth reqs, clean out every 100', Sch 40 D2665 or F891) ElSeptic tank and risers (water tight,insulated,proper depth,existing verified by pumping) mfq 2500 gallons none Riser over outlet, riser over inlet, 6"+inspection pipe over any remaining baffles. No effluent filter&alarm Dose tank risers and piping (water tight,insulated,proper depth,drainback) mfg 1250 gallons ill dose pump 36 gpm 34 head VERIFY PUMP CURVE 6.6 min ON 9 hr OFF El float setting drop 19.9 inches LABEL pump requirements and drawdown on riser or panel Cam lock, weep hole, supply line access (no hard 90,pipes reachable from grade-30") supply pipe sloped 1/T+, supported by sch40 sleeve, and buried 6"+. _ splice box/control panel/electrical connections flow measurement:CT,ETM,time dosed,home water meter - mound rock dimensions 10 X 62.5 Sand lift depth 12 inches. (Jar test:2"sand leaves<1/8"silt after 30 min) El Absorption Sand beyond rock 0.0 upslope 17.0 downslope • Bermed topsoil beyond rockbed 9 upslope 15 sideslope 21 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 (smaller is ok) 3.0 ft perforation spacing Air inlet at end of laterals, and at top feed manifold. 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 UNIVERSITY ' k,,.� OF MINNESOTA OSTP Soil Observation Log c, r. m =- Project ID: v 12.07.24 ZZr Client/Address: Water Street Homes, 1130 Old Crystal Bay Rd. Legal Description/GPS: Soil parent material(s):(Check all that apply) ❑ Outwash 0 Laajstrine ❑ Loess El Til ❑ Aluviurn ❑ Bedrock ❑ Organic Matter Landscape Position:(check one) ❑ Summit ❑ Shoulder ❑ Back/Side Slope El Foot Slope ❑ Toe Slope Slope shape LL Vegetation lawn Soil survey map units HcB Slope% Elevation: 92.6 Weather Conditions/Time of Day: 10:30am clear Date 06/25/14 Observation#/Location: #1A Observation Type: Auger I Depth(in) Texture Rock Matrix Color(s) Mottle Color(s) Redox Kind(s) Indicator(s) I Structure- Frag.% Shape Grade Consistence 0-12 loam 10YR 3/3 Granular Weak Friable 12-24 sandy loam 10YR 4/3 Granular Weak Friable 24-30 clay loam 10YR 5/3 10YR 6/8,10YR 7/1 Concentrations, 51 Prismatic Moderate Firm depletions fine sandy Concentrations, 30-42 loam 10YR 5/3 10YR 6/8,10YR 7/1 Si Granular Weak Friable depletions 42 46 fine sandy 10YR 6/3 10YR 6/8,10YR 7/1 Concentrations, S1 Granular Weak Friable depletions Concentrations, 46-48 silt loam 10YR 6/3 10YR 6/8,10YR 7/1 depletions, S1 Blocky Weak Friable gleyed ----------- Comments I hereby certify that I have completed this work in accordance with all applicable ordinances,rules and laws. (Designer) (Signature) (License#) (Date) Additional Soil Observation Logs ONI,ITL Project ID: P ><« M .?.`r Client/Address: Water Street Homes, 1130 Old Crystal Bay Rd. Legal Description/GPS: Soil parent material(s):(Check all that apply) ❑ Outwash ❑ Laastrine f,, Loess Q Te ❑ ALMum ❑ Bedrcck 0 Organic Landscape Position:(check one) ❑ summit ❑ Shoulder 0 Back/Side Slope 0 Foot Slope ❑ Toe Slope Slope shape Vegetation lawn Soil survey map units HcB Slope% Elevation: 93.1 Weather Conditions/Time of Day: 10:30am clear Date 06/26/14 Observation#/Location: #2A Observation Type: Auger Depth(in) Texture Rock Matrix Color(s) Mottle Color(s) Redox Kind(s) Indicator(s) I Structure I Frag.% Shape Grade Consistence 0-12 loam 10YR 3/3 Granular Weak Friable 12-20 clay loam 10YR 5/3 Prismatic Moderate Firm 20 26 sandy clay 10YR 5/3 loam Prismatic Moderate Firm 26-42 sandy loam 10YR 5/3 10YR 6/8,10YR 7/1 Concentrations, S1 Granular Weak Friable depletions 42-48 silt loam 10YR 6/3 10YR 6/8,10YR 7/1 Concentrations, Si Blocky Weak Friable depletions Comments Observation#/Location: #3A Observation Type: Auger ock Depth(in) Texture Ra Matrix Colors)) Mottle Color(s) Redox Kind(s) Indicator(s) FrI Structure I g. Shape Grade Consistence 0-14 sandy loam 10YR 3/3 1 Granular Weak Friable 14-20 sandy loam 10YR 5/3 Granular Weak Friable 20-30 clay loam 10YR 5/3 Prismatic Moderate Firm 30.36 fine sandy dy 10YR 5/3 10YR 6/8 Concentrations S1 Granular Weak Friable loaComments Nothing other than human waste,toilet tissue,laundry,showers,water softners etc. should be disposed of into the system. Recommend iron filters be diverted out of the system.Garbage disposals are not recommended. Excessive amounts of soaps, antibacterial soaps,cleaning agents,shower cleaners used every shower&chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not recommended. Recommend laundering be limited to 3 to 4 loads per day. Thank You VSteven B.Schirmer* Percolation Data Sheet (1.Contact Information I Property Owner:Water Street Homes Site Address:11130 Old Crystal Bay Rd.,Orono 12. General Percolation Information I Diameter' 6 in Date prepared and/or soaked:I 6/25/14 Method of scratching sidewall:Iknife Is pre-soak requiriedij yes I•Not required in sandy soils Soak"start time: 9:00 AM Soak*end 5:00 time: AM ########### hrs of soak Method to maintain 12 in of water during soaklautomtic siphon 13. Percolation Test Data Test hole: #1 Location: 1 I Date reading taken: 6/26/14 Elevation: 192.6 I Starting time:1 1:13 I Depth":) 12 finches Soil texture description: Depth(in) Soil Texture "12 inches for mounds&at-grades, 0.12 loam depth of absorption area for trenches& beds Reading Start Time End Time Start Reading End Reading Perc rate %Difference (in) (in) (mpi) Last 3 Rates Pass 1 1:13 1:43 6.00 1.00 6.0 NA NA 2 1:46 2:16 6.00 1.13 6.2 NA NA 3 2:17 2:47 6.00 1.25 6.3 5.0 Yes Chosen Percolation Rate for Test Hole#11 6.3 f mpi Additional percolation test data may be included on attached pages Design Percolation Rate(maximum of all tests)- 6.30 mpi Additional Percolation Data 'Percolation Test Data Test hole: #2 Location: Date reading taken: 6/26/2014 Elevation: 193.1 Starting time: Depth": 12 inches Soil texture description: "12 in.for mounds&at-grades,depth Depth(in) Soil Texture of absorption area for trenches and beds 0.12 loam Reading Start Time End Time Start Reading End Reading Perc rate %Difference Pass (in) (in) (mpi) Last 3 Rates 1 1:14 1:44 6.00 1.00 6.0 NA NA 2 1:45 2:15 6.00 1.13 6.2 NA NA 3 2:18 2:48 6.00 1.25 6.3 5.0 Yes Chosen Percolation Rate for Test Hole#2 6.3 mpi 'Percolation Test Data Test hole: #3 Location: Date reading taken: Elevation: Starting time: Depth inches Soil texture description: "12 in.for mounds&at-grades,depth Depth(in) Soil Texture of absorption area for trenches and beds Reading Start Time End Time Start Reading End Reading Perc rate %Difference Pass (in) (in) (mpi) Last 3 Rates 1 NA NA 2 NA NA 3 Chosen Percolation Rate for Test Hole#3 mpi to W VI • • yl iIfi [ 1 �, po— „__C .. -- 8 g .X 0 a~i `'�' ' a,:sia, .: i : 4. m r4 0 •• 05 0 x •Q c ' I i Y ost,fsi , 4. / \ /. ity\, s .,,,,,. 0$;,4 ,,,,, 41. ri, ✓� f; t•7 „ 77 9s i * ..) , ittii 6,c, I\ ..4 t4. / . , I .• ,, „ , : ,21., ' —> 0_, . ,_,,) 1 t.1 i i z, 7..„_,______\, 0 . :, &I. !§s.,\ 6%. — / : ._ 5..; aa 0, k§4 ) 0 \\) '''O C---70._y z-A A . ...„..„-----zi .i' c N ` 4v x ' ..f: 9 t. fi ?ica % ‘cil .K...... _ I x• 4 Y �~ Y' \r A1 g. _._,\,., + \ yo 14 /r a - (‘,y 7/\ �s +G ho (\4‘ / \ 4 a An ' . / l V/xwy { s a f^� � .S�aa. o�` c S k 4 V p. ff . . 1 . 3 1 ms`sa• f .1 I • Q ) s M 7 V • 3 c Lu ,d � , g�1�� - X 4 1 i- 1 ! 1t ' 11I ; . ,,,t A o,:� 1 • 0 0 ,...V- -,1 1 ,i,,d v• . ,,, • . • . 1 lal .1 fi � 1 . ,, i. ,ti .A,,,, . i - . I AlY6 0,-16 i. dt Of L' °��p il0 .0, 1 SI . �• x7 1 . N � J a _ N o4 . g.cf., • i 0 II ill 1 -lilt,0.1 n 044 J Itit (i . 11 CE,E8� _"..:�G 1, "6 1 _ wy ... sa ; i3 •tl dos 'R 0 H ` -. 1 II lil N s �' Q '� 13 .1,E i d 0 s. M ,g . i. f..I 4'..sul. '9i 1,.,.i 1 I 1' . it �� �} ' in JD 2 • to ,. 1`1 � o -I _ , .... �, $ • --A. * 4' 1 ,t.. 2 1 rfl p ) .4 -..• 0 SP TESTING INC. Steven B.Schirmers•-951 Katydid Lane NE—St.Michael,MN 55376 Cert.No 627 — State License#394 — Phone 763-497-3566— Fax 763-497-5011 www.sntestine.wastewater comcast n, «_ schirmerswastewater.com 4t, 11t I ' P' gi 'tj it - , 1, , : py ,, . Waterstreet Homes <, 1130 Old Crystal Bay Rd. Orono, MN The Inspector from Metro West Inspection is requesting installing new tanks for this site due to the tanks needing to have no more than 4'of cover. The tanks will be located starting upslope of the existing pump tank which Is 45' to 55' from the Delineated wetland. The lowest floor elev. is 91.0. The existing flow line at the house is approximately elev. 87.0. To keep the tank with a maximum of 4' of cover over the tanks, approximately 2'of soil will be removed. To meet the 50'wetland setback, a grinder pump would have needed R to be installed in the home. This would pump the entire home & _ I�/ ® liquefy the solids & create very high strength waste to treat in !hr.: OCT 2 8 2014 taik$ R tr.:at-meat area. CITY OF ORONO Steven B. Schirmers r.� fp �� �R Date 4'/y TG- R VIEWED For Code Compliance • Minnesota Pollution Control Agency SSTS Abandonment 520 Lafayette Road North St.Paul,MN 55155-4794 Reporting Form Subsurface Sewage Treatment Systems (SSTS) Program) Instructions This form is offered to meet the abandonment requirements of Minn. R. 7080.2500 and Disclosure Requirements of Minn. Stat. § 115.55, subd.6. Future water supply well placement can also be affected by an abandoned SSTS. The use of this form is not mandatory; however the information on this form must be submitted to the local government unit(LGU) within 90 days after the abandonment. This form may be completed by a certified SSTS practitioner or by an individu hc>.h, s , direct knowledge of how the system was abandoned. Property Information OCT 2 8 2014 Date of abandonment: Z3 ce Reason for abandonment: NGi.t) - e ."1/1°40 Property owner name(s): /'l L/( C,A-e/SO 0 Property owner's addres : City: / (> 11 C, YL' fit-/ 114 1` State: 4/1 Gam/ Site address(if different): Zip: City: State: Zip: Compliance Information 1. All solids and liquids removed from all tanks?J Yes 0 No Disposal Site: «i 7 A' e 2. All electrical devices and devices containing mercury removed? AYes El No Disposal Site: 3. All underground sewage tanks crushed and filed with soil or rock material? Yes El No or Removed and disposed off site? 1:1 Yes allo Disposal Site: 4. Contaminated materials*removed and disposed off site'? M Yes ❑ No Disposal Site: 5. All underground cavities**crushed and filled with soil or rock material? ij"Yes ❑ No or: Removed and disposed off site? 0 Yes g No � Disposal Site: 6. Future discharge to system� permanently denied? Yes 0 No Method(s)used: l�(it /C;, .c Ji eJ *Contaminated materials= Distribution media,soil or sand within three feet of the system bottom, distribution pipes,geotextile fabric/rosin paper/straw, tanks, contaminated soil around leaking tanks, any soil that received sewage from a surface failure(7080.2500 subp.3). **Underground cavities= Cesspools, leaching pits, drywells,seepage pits, vault privies,pit privies,pump chambers (7080.2500 subp. 1). Does not include chamber media, drop boxes, or distribution boxes. www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • wq-wwists4-03 • 11/21/08 TTY 651-282-5332 or 800-657-3864 • Available in alternative formats Page 1 of 2 Map Include location of building sewer, septic tank(s), soil dispersal system, cesspools, seepage pits, and other pits. Also include a permanent reference point(s) and dimensions. I North y - e- 0 otb-r ?uk(NNe (.1..,6 Okilyti 3—/ Certification I hereby certify the system/w��asabandone i accorda ce with Minn. R. 7080.25 and any to al requirements. ) Name(please print): lb r k- Title: 'I2CS/ 1— Address: /076-51 City: �j�..Q/vCa(J c f.� State: 0 / Zip: 5,j 4( Phone: 7Ze3 — fO -'ere 2_ Ase: #if aip144 0/9-2�Date: / � Signature: www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • TTY 651-282-5332 or 800-657-3864 • Available in alternative formats wq-wwists4-03 • 11/21/08 Page 2 of 2 r • RECEIVED ,;,. <1' OCT 282014 p 0 ,�'►�6. 9ys CITY OF O R O N O lfff/ Y , G ‘s:›YT•7 / ' e ,, �� ''N/!° 1 4.. o."' 9+ r v ( i A \L-- i,....„ y y, A /0, . 1 i sl 4 \ i-i \... '1;" -,r,',i- to% t;AA c f\ �.9 / ..c);,.. 5 N .. n'. S w \ ic �' s?.` p , ot x ',w C :,• ,\--... f,--'‘‘,, ,� w , \ ' \\‘ A; ‘ i ,1\\A ki x • v N --. '\ \ / \ , 7 ''''-'-T.- -- -7\ 4/\N, o . \ Is . \ 4c (-- ) ,.., ...„,,, i Y 'v,,, I � \ sMf p` J _z6 r ‘?9- c<" o \� c, ) \ . . \ / ?\ r , , y 10 ‘;" '\ ci th 6- %\;,,,, 'f. t I,� s . \ .QT 3 1 -g . .-I- \,,c „, e 7e Al -, ! 5 . . , rs c A \ I-, j� . . Wr). 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METRO WEST INSPECTION SERVICES, INC. • 763-479-1720 BOX 248 • LORETTO, MN 55357 CITY OF 010 ttq) WORKSHEET FOR SEWAGE DISPOSAL WORK Date tcfy_/ Inspector 1101 gY 6;1`/-A) Building Permit No.( /Y''s lfRT Owner Property Address 1/30 o/d e yt5k l � /Pep Kind of Building / O/ / SSTS Installer >N P'aPi License# Icr-*- Septic Tanks Material CQ1"" � Number of Tanks .3 Size 3— 3J d Drain Field: Total length of lines 1 g Number of lines `3 Type of soil Percolation Test Width of trench Type of filter material Size of Rock Bed to Y(p 3 Size of Absorption Area Draw detailed diagram with measurements indicating distances to septic tank risers from a permanent structure. 33' y r r 2 1"' 6-3 3 1311 55/ 34. 1)0' �s 5 y3 i.k&� his war3 INSPECTION NOTICE DATE TIME CITY OF arAC CALLED-IN H-1185- SCHEDULED o PERMIT NO. COMPLETED g.,p /© ADDRESS /(30 0/4 CICS ( 4,( "7- etri OWNER/CONTR. ❑SITE INSPECTION 0 MECHANICAL RI 0 REINSPECTION ❑CONC SLABS 0 MECHANICAL FINAL 0 FOLLOW-UP ❑ FOOTING 0 INSULATION 0 COMPLAINT ❑POURED WALL 0 RATED ASSEMBLY 0 FIREPLACE ❑ FOUND. DRAINAGE ❑ UILDING FINAL 0 SPRINKLER SYSTEM ❑ FRAMING SEPTIC INSTALL 0 0 SHEATHING EPTIC FINAL 0 0 PLUMBING RI 0 S&W HOOKUP 0 LL 0 PLUMBING FINAL 0 GAS LINE MANS AETER 0 CI) COMMENTS: /far b e_ I Z /o x 63 1�QcL lel J O ;--icre sr,Sc ' 40 i,./5/ >6 Z- IsZ cz ArmGL Ci 4 (t,a7/ cco 0 oLL. X11 it /2`4�1t � in.cc 01.10 /cr,t/C 9/ oil,�t d Vail b 1 - w w cc cc FURTHER CORRECTIONS MAY BE REQUIRED 0 PERMIT FINALED LIJ ❑ A ORK SATISFACTORY: PROCEED ❑ PHOTO TAKEN o ' ORRECT WORK&PROCEED U 0 ••RRECT WORK. CALL FOR REINSPECTION BEFORE COVERING ❑ C•-RECT UNSAFE CONDITION IMMEDIATELY. ❑ STOP ORDER POSTED. CALL INSPECTOR ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. TO SCHEDULE YOUR INSPECTIONS PLEASE CALL: (763) 479-1720 Metro West Inspection Services Inc. Owner/Codsite: Inspector: INSPECTION NOTICE 7DA E TIME CITY OF 0/-6" CALLED-IN /6 a•f//� �-—S–CHEDULED 9:,3% PERMIT NO. Rot y-- /l?3MPLETED ADDRESS //3a O(d. (;_,„-4( s7 wd_ OWNER/CONTR. ❑SITE INSPECTION 0 MECHANICAL RI 0 REINSPECTION ❑CONC SLABS 0 MECHANICAL FINAL 0 FOLLOW-UP ❑ FOOTING 0 INSULATI N 0 COMPLAINT ❑ POURED WALL 0 RAT SSEMBLY 0 FIREPLACE ❑ FOUND.DRAINAGE ❑B DING FINAL 0 SPRINKLER SYSTEM ❑ FRAMING EPTIC INSTALLe- ❑ >- 0 SHEATHING 0 SEPTIC FINAL 1ZOL j❑ I- 0 PLUMBING RI 0 S&W HOOKUP D`❑ u. 0 PLUMBING FINAL 0 GAS LINE MANOMETER 0 o COMMENTS: Z Q , C./Ty SGC o C./Ty CC cc cc OCT 282014 z CITY OF ORONO F ER CORRECTIONS MAY BE REQUIRED 0 PERMIT FINALED WORK SATISFACTORY: PROCEED 0 PHOTO TAKEN 0 ❑ CORRECT WORK& PROCEED U 0 CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING ❑ CORRECT UNSAFE CONDITION IMMEDIATELY. ❑ STOP ORDER POSTED. CALL INSPECTOR ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. TO SCHEDULE YOUR INSPECTIONS PLEASE CALL: (763) 479-1720 Metro West Inspection Services Inc. Owner/Contr. on site: Inspector: �j O de- 41 I ' v(Q2 3 INSPECTION NOTICE Ti‘--- DATE fME CITY OF ac0 40 CALLED-IN SCHEDULED . ,5-- PERMIT NO O/4" f 85 COMPLETED //zU j L J;`QD ADDRESS /7so I C7 4/ ,r ye �( OWNER/CONTR. / ❑SITE INSPECTION 0 MECHANICAL RI 0 REINSPECTION ❑CONC SLABS 0 MECHANICAL FINAL 0 FOLLOW-UP ❑FOOTING 0 INSULATION 0 COMPLAINT ❑ POURED WALL 0 RATED ASSEMBLY 0 FIREPLACE ❑ FOUND.DRAINAGE 0 BUILDING FINAL 0 SPRINKLER SYSTEM ❑ FRAMING A0 0 SHEATHINGficIEN2IAITALL ❑ ❑PLUMBING RI S&W HOOKUP ❑ Q ❑PLUMBING FINAL GAS LINE MANOMETER 0 o COMMENTS: 7rt k-C Z Q -- /qtok Ai,vio plc cry Z 1,Af-r/e 0K O c, W n. cc 02g -40 kork.-00 o // / w Q.,- 0,`( T c f'cif 0,/ cc Q Z Lu Z cc C3 cc FU THER CORRECTIONS MAY BE REQUIRED 0 PERMIT FINALED W WORK SATISFACTORY: PROCEED 0 PHOTO TAKEN ❑ RRECT WORK& PROCEED ❑ CO RECT WORK. CALL FOR REINSPECTION BEFORE COVERING ❑ CORRECT UNSAFE CONDITION IMMEDIATELY. ❑ STOP ORDER POSTED. CALL INSPECTOR ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. TO SCHEDULE YOUR INSPECTIONS PLEASE CALL: (763) 479-1720 Metro West Inspection Services Inc. Owner/Contr. ite: Ae Inspector: cJ p / INSPECTION NOTICE O DATE TIME CITY OF 66mw© CALLED-IN SCHEDULED PERMIT NO. a D iig COMPLETED "/ //%3r ADDRESS ///o d WC, yc/4 5.41 OWNER/CONTR. ❑SITE INSPECTION 0 MECHANICAL RI 0 REINSPECTION ❑CONC SLABS 0 MECHANICAL FINAL 0 FOLLOW-UP ❑ FOOTING 0 INSULATION 0 COMPLAINT ❑POURED WALL 0 RATED ASSEMBLY 0 FIREPLACE ❑ FOUND.DRAINAGE 0 BUILDING FINAL 0 SPRINKLER SYSTEM ❑ FRAMING 0 SEPTIC TALL ❑ 0 SHEATHING SEPTIC FINA ❑ rz 0 PLUMBING RI P 0 u.. 0 PLUMBING FINAL 0 GAS LINE MANOMETER 0 o COMMENTS: a Qper y_ / Z J � IQLJ cotif6 r7 .&- J _ a cc Lu1 .,P c� ,o a t S t� Q 1S RL ivg,g7 ti W W U cc FURTHER CORRECTIONS MAY BE REQUIRED 0 PERMIT FINALED WWORK SATISFACTORY: PROCEED 0 PHOTO TAKEN p CORRECT WORK& PROCEED U 0 CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING ❑ CORRECT UNSAFE CONDITION IMMEDIATELY. ❑ STOP ORDER POSTED. CALL INSPECTOR ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. TO SCHEDULE YOUR INSPECTIONS PLEASE CALL: (763) 479-1720 Metro West Inspection Services Inc. Owner/Contr. n si : Inspector: U7 Gtr.