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Home My WebLink About1170 Lyman Avenue - Septic ComplianceM MINNESOTA POLLUTION Compliance inspection report form CONTROL AGENCY p p 520 Lafayette Road North Existing Subsurface Sewage Treatment System (SSTS) St. Paul, MN 55155-4194 Doc Type: Compliance and Enforcement Instructions: Inspector must submit completed form to Local Governmental Unit (LGU) and system owner within 15 days of final determination of compliance or noncompliance. Instructions for filling out this form are located on the Minnesota Pollution Control Agency (MPCA) website at https://www.pca.state.mn.us/sites/default/files/wy-wwists4-31a pdf, Property information Local tracking number: Parcel ID# or SecfTwp/Range: 3511823430028 Reason for Inspection Sale of property Local regulatory authority info: City of Orono - 612-249-4600 Property address: 1170 Lyman Ave, Orono 55391 Owner/representative: Ash Stoesz Owner's phone: 612-751-7960 Brief system description: (1) 1250 Gallon Pre -cast Septic tank, (1) 1000 gallon Pre -cast Septic tank, (1) 1250 Gallon Pre -cast Pump tank, with dual Rock Beds 10x30,10x34 with 4 feet between beds. System status System status on date (mm/dd/yyyy): 10/8/2025 ® Compliant — Certificate of compliance* (Valid for 3 years from report date unless evidence of an imminent threat to public health or safety requiring removal and abatement under section 145A.04, subdivision 8 is discovered or a shorter time frame exists in Local Ordinance.) *Note: Compliance indicates conformance with Minn. R. 7080.1500 as of system status date above and does not guarantee future performance. ❑ Noncompliant — Notice of noncompliance Systems failing to protect ground water must be upgraded, replaced, or use discontinued within the time required by local ordinance. An imminent threat to public health and safety (ITPHS) must be upgraded, replaced, or its use discontinued within ten months of receipt of this notice or within a shorter period if required by local ordinance or under section 145A.04 subdivision 8. Reason(s) for noncompliance (check all applicable) ❑ Impact on public health (Compliance component #1) — Imminent threat to public health and safety ❑ Tank integrity (Compliance component #2) — Failing to protect groundwater ❑ Other Compliance Conditions (Compliance component #3) — Imminent threat to public health and safety ❑ Other Compliance Conditions (Compliance component #3) — Failing to protect groundwater ❑ System not abandoned according to Minn. R. 7080.2500 (Compliance component #3) — Failing to protect groundwater ❑ Soil separation (Compliance component #5) — Failing to protect groundwater ❑ Operating permit/monitoring plan requirements (Compliance component #4) — Noncompliant - local ordinance applies Comments or recommendations Ran pump to determine hydrolic loading of the septic drain field (mound). Septic tanks were pumped and inspected and found to be in good shape for the age of the system. Pump tanks every 3 years Certification I hereby certify that all the necessary information has been gathered to determine the compliance status of this system. No determination of future system performance has been nor can be made due to unknown conditions during system construction, possible abuse of the system, inadequate maintenance, or future water usage. By typing my name below, I certify the above statements to be true and correct, to the best of my knowledge, and that this information can be used for the purpose of processing this form. Business name: Ch Inspector signature: (This document has been electronically signed) Certification number: 4761 License number: 2064 Phone: 952-200-3176 Necessary or locally required supporting documentation (must be attached) ® Soil observation logs ❑ System/As-Built ❑ Locally required forms ❑ Tank Integrity Assessment ❑ Operating Permit ❑ Other information (list): https://www.pca.state.mn.us 651-296-6300 800-657-3864 • Use your preferred relay service • Available in alternative formats wq-wwists4-31b • 412812021 Page 1 of 4 Property Address:. j170 Lyman Ave, Orono 55391 Business Name: Chip's Septic Services Date: 10/8/2025 1. Impact on public health — Compliance component #1 of 5 lance criteria: System discharges sewage to the ❑ Yes` ® No ground surface System discharges sewage to drain [I Yes' ®No tile or surface waters. Attached supporting documentation: ❑ Other: ❑ Not applicable System causes sewage backup into ❑ Yes' ® No dwelling or establishment. Any "yes" answer above indicates the system is an imminent threat to public health and safety. Describe verification methods and results: Visual. Ran pump to determine hydrolic loading of system. Working as designed. 2. Tank integrity — Compliance component #2 of 5 Loompuance criteria: System consists of a seepage pit, ❑ Yes' ® No cesspool, drywell, leaching pit, or other pit? Sewage tank(s) leak below their ❑ Yes' ® No designed operating depth? If yes, which sewage tank(s) leaks: Any "yes" answer above indicates the system is failing to protect groundwater. Attached supporting documentation: ® Empty tank(s) viewed by inspector Chip's Septic Name of maintenance business: Service Llc License number of maintenance business: 2064 Date of maintenance: 10/8/2025 ❑ Existing tank integrity assessment (Attach) Date of maintenance (mm/dd/yyyy): (must be within three vears) (See form instructions to ensure assessment complies with Minn. R. 7082.0700 subp. 4 8 (1)) ❑ Tank is Noncompliant (pumping not necessary - explain below) ❑ Other: Describe verification methods and results: Tanks were pumped and camera inspected at the time of this inspection. Pump tanks every 3 years https://www.pca.state.mn.us 651-296-6300 800-657-3864 Use your preferred relay service Available in alternative formats wq-wwists4-31b • 412812021 Page 2 of 4 Property Address: 1170 Lyman Ave, Orono 55391 Business Name: Chigs Septic Services Date: 10/8/2025 3. Other compliance conditions — Compliance component #3 of 5 3a. Maintenance hole covers appear to be structurally unsound (damaged, cracked, etc.), or unsecured? ❑ Yes* ® No ❑ Unknown 3b. Other issues (electrical hazards, etc.) to immediately and adversely impact public health or safety? ❑ Yes* ® No ❑ Unknown *Yes to 3a or 3b - System is an imminent threat to public health and safety. 3c. System is non -protective of ground water for other conditions as determined by inspector? ❑ Yes* ® No 3d. System not abandoned in accordance with Minn. R. 7080.2500? *Yes to 3c or 3d - System is failing to protect groundwater. Describe verification methods and results: Attached supporting documentation: ❑ Not applicable ❑ ❑ Yes* ® No 4. Operating permit and nitrogen BMP* — Compliance component #4 of 5 ® Not applicable Is the system operated under an Operating Permit? ❑ Yes ❑ No If "yes", A below is required Is the system required to employ a Nitrogen BMP specified in the system design? ❑ Yes ❑ No If "yes", B below is required BMP = Best Management Practice(s) specified in the system design If the answer to both questions is "no", this section does not need to be completed. Compliance criteria: a. Have the operating permit requirements been met? ❑ Yes [:]No b. Is the required nitrogen BMP in place and properly functioning? ❑ Yes ❑ No Any "no" answer indicates noncompliance. Describe verification methods and results: Attached supporting documentation: ❑ Operating permit (Attach) ❑ https://www.pca.state.mn.us 651-296-6300 800-657-3864 Use your preferred relay service Available in alternative formats wq-wwists4-31b • 412812021 Page 3 of 4 Property Address: 1170 Lyman Ave Orono 55391 Business Name: Chigs Septic Services Date: 10/8/2025 S. Soil separation — Compliance component #5 of 5 Date of installation 10/15/1998 ❑ Unknown (mmlddlyyyy) Shoreland/Wellhead protection/Food ® Yes ❑ No beverage lodging? criteria (select one 5a. For systems built prior to April 1, 1996, and ❑ Yes ❑ No* not located in Shoreland or Wellhead Protection Area or not serving a food, beverage or lodging establishment: Drainfield has at least a two -foot vertical separation distance from periodically saturated soil or bedrock. 5b. Non-performance systems built ® Yes ❑ No* April 1, 1996, or later or for non- performance systems located in Shoreland or Wellhead Protection Areas or serving a food, beverage, or lodging establishment: Drainfield has a three-foot vertical separation distance from periodically saturated soil or bedrock.* 5c. "Experimental', "Other", or "Performance" ❑ Yes ❑ No* systems built under pre-2008 Rules; Type IV or V systems built under 2008 Rules 7080. 2350 or 7080.2400 (Intermediate Inspector License required <_ 22 500 gallons per day; Advanced Inspector License required > 2,500 gallons per day) Drainfield meets the designed vertical separation distance from periodically saturated soil or bedrock. *Any "no" answer above indicates the system is failing to protect groundwater. Describe verification methods and results: Attached supporting documentation: ® Soil observation logs completed for the report ❑ Two previous verifications of required vertical separation ❑ Not applicable (No soil treatment area) El Indicate depths or elevations A. Bottom of distribution media 12 +in of SAND B. Periodically saturated soil/bedrock 26 inches C. System separation > 36 inches D. Required compliance separation* 31 inches *May be reduced up to 15 percent if allowed by Local Ordinance. Tile probe and soil probe. City records of certifiction of installed system Upgrade requirements: (Minn. Stat. § 115.55) An imminent threat to public health and safety (ITPHS) must be upgraded, replaced, or its use discontinued within ten months of receipt of this notice or within a shorter period if required by local ordinance. If the system is failing to protect ground water, the system must be upgraded, replaced, or its use discontinued within the time required by local ordinance. If an existing system is not failing as defined in law, and has at least two feet of design soil separation, then the system need not be upgraded, repaired, replaced, or its use discontinued, notwithstanding any local ordinance that is more strict. This provision does not apply to systems in shoreland areas, Wellhead Protection Areas, or those used in connection with food, beverage, and lodging establishments as defined in law. https://www.pca.state.mn.us 651-296-6300 800-657-3864 Use your preferred relay service Available in alternative formats wq-wwists4-31b • 412812021 Page 4 of 4 pl-t- � � CITY 0 Ono 0 BUILDIN ' INSPE D/APPROVED PERW No AS SUBMITTED D APPROVED WITH CORRECTIONS AS NOTED 0 NOT APPROVED -- CORRECT & AEStXMT Tt%se corrnwis are 1w your Womom #j w** 00 be dgre in full complianop with ON &XkftI* tvkWq wd go" c*j* Raw"w-'s inckorg its"ww KEEP THIS PLAN SU ON SITE AT ALL TONS Nk O 57 600 I 1 O � 1 , ii t�v � q � e !M I � 111 v 1,70 L:V(1-110y", Il ale)., I DATE TIME CITY OF ORONO CALLEDIN O'/3-? INSPECTION NOTICE �' ` SCHEDULED ZJ2 /S PERMIT NO. COMPLETED j ADDRESS ---------------- OWNER -echo CONTR. - TELEPHONE NO. DESCRIPTION 01 FOOTING 11 MECHANICAL RI 02 FRAMING 18 EXCAV/GRADING/FILLING 13 MECHANICAL FINAL 03 INSULATION 19 LAKESHORE/WETLANDS Q Z 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. Q 12 WATER HOOK-UP 06 FINAL 17 SITE INSPECTION 14 SEWER HOOK-UP 07 DEMO - SITE 06 PROGRESS -,� 27 �FPT r. �aI ----- � A 07 DEMO - FINAL 5 SEPTIC 21 COMPLAINT INSTA11�LL. 09 PLUMBING RI , 22 FOLLOW-UP 23 SE 10 PLUMBING FINAL 35 HARD COVER REMOVAL Z OWNERICONTRACTOR TO MEET YOU: YES NO 36 FOUNDATION/REMOVAL COMMENTS: O r O .r xy, Q LWORK SATISFACTORY: PROCEED ❑ PROJECT COMPLETE ❑ CORRECT WORK 8� PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY QO ❑ CORRECT WORK, CALL FOR REINSPECTION V BEFORE COVERING TEMPORARY ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN ❑ STOP ORDER POSTED_ CALL INSPECTOR ❑ INSPECTION REQUIRED. CALL TOARRANGE ACCESS. Call for the next inspection 24 Inspector. PERMANENT O PHOTO TAKEN ❑ CITATION ISSUED in advance. 473-7357 White Copy/InspectoPs File Canary Copy/Site Notice NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. _ L I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. 2. 1 will be installing the following: A. Tanks: Precast Concrete Tank Capacities: 1)-�' ;al. 0 � r? Other Manufacturer��P 2) r. C' gal. 3)12 ��c' gal. ,-. -"L� A J Fump Station (if required) h Pump make & model A, c- : Me- CA (attach pump curve & literature); system design requires gpm at feet of head. High water alarm make & model L4E: •-•C•� _ Outside electrical work to be completed by installer electrician other electrician. Inside electrical work must be completed by C. Treatment System: Trenches: s.f. Depth of rock below pipe Drop Boxes Distribution Box Mound t c, " Rock bed dimensions Sand bed dimensions Pressure Dist. Pipe 1)iam. f `12 " Maniford Pipe Diam. D. Final Cover/Topsoil to be: borrowed from site X(show location on site plan.) trucked in The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. SignatureofApplicant:L Date: J MPCA Certification No`:� C` Staff Revie-ty: Approval Deni Reviewer: c Date: Reason for Denial: DOWNSLOPE DIKE WIDTH i. If landslope is 3% or more, subtract rock layer width from adsorption width to obtain minimum downslope dike toe ft--ft = feet I Calculate Minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation feet b. Multiply rock layer width by landslope I root cover to determine drop in elevation; % 780dVildth root ao .a Slope Difference Separation __ x % 1�0 = feet -.Slope Dttforoneo t UOSIose WIAtn c. Add depth of clean sand for separation (2a) loot at upslope edge, depth of rock layer (1 foot) to depth of Raeoownslooa Width cover (1 foot) to find the mound height at the upslope edge toot of rock layer; _ ft + lft + 1ft = feet d. Enter table with landslope and upslope dike ratio. Select dike multiplier of e. Multiply dike multiplier by upslope mound height to find upslope dike width: _ __ x = feet f. Add depth of dean sand for slope difference (2b) at downslope edge, to the mound height at the upslope edge of rock layer (2c) to find the downslope height; ft + ft = _feet g. Enter table with landslope and downslope dike ratio. Select dike multiplier of h. Multiply dike multiplier by downslope mound height to get downslope dike width: _ _ x = feet i. Compare the values of step G-1 and Step G.2h Select the greater of the two values as the downslope dike width; feet j. Total mound width is the sum of upslope dike (G.2e) width plus rock layer width (D.2) plus downslope dike width(G.2i); ft + _ ft + ft k. Total mound length is the sum of upslope dike width (G.2e) plus rock layer length (D.3) plus upslope dike width (G.2e); ft + ft + ft = feet ao41oD4 wlotn loot E ROCK aso W10�1h UDSI000 W101n ^� flot loot E 00WosloD4 Width F f.4t i f TotallAngtn 3:1 la Downslope 5:1 6.1 71 ) I 4.1 ps ope 5:1 6.1 7.1 8.1 It obp. 0 3.0 4.0 5.0 60 7.0 30 4.0 so 6.0 70 80 1 2 349 3.19 417 419 51L 536 6.34 ball 753 8.14 2 91 1 W 3 69 370 476 4.54 566 5.36 6.54 614 741 6.90 3 330 4S4 5.88 7.37 8.e6 .175 3.7 435 5.08 5.79 6.49 1 3,11 476 625 7.89 9.72 L68 3.45 c17 4.64 5." 6106 5 3S3 5.N 667 S.57 1077 2.61 3.33 400 4.62 5.19 5,71 1 3.46 5.26 7.14 9.36 12 0 2.54 3 J 365 4.41 4.91 5.41 1 3s0 5S6 769 10.14 1373 :.48 317 3.10 4.23 4.70 5.17 8 3.95 5b8 0.13 1114 1591 2 Q 303 357 4 C6 4,40 4,88 4 4.11 US 9 t79 13.04 18 92 ? 36 2.94 345 3.90 430 4 e5 10 429 667 100 1500 7331 2.3! 286 3.33 375 4.12 4.44 11 4A8 7.14 11.11 1765 3043 Z76 2.78 323 3.61 395 4.26 12 4b9 7.69 1250 2143 4375 ... 270 312 ..10 380 408 U9111009 W101n foot 64 t 2. DOWNSLOPE DIKE WIDTH If landslope is 31/1c or more, subtract rock laver ti`�idth from adsorption width to obtain minimum downslope dike toe _ ft _ -- ft = _._ feet Calculate Minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation feet b. Multiply rock layer width by landslope - loct to determine drop in elevation; Slope Difference eDerot ion _ feet x °% 100 = feet UpslOpe w10t��----�.`� c. Add depth of clean sand for separation (2a) reel Rock Bed width at upslope edge, depth of rock layer 0 foot) to depth of cover 0 foot) to find the mound height at the upslope edge of rock layer; ft + ift + Ift = feet d. Enter table with landslope and upslope dike ratio. Select dike multiplier of e. Multiply dike multiplier by upslope mound height to find upslope dike width: x - feet f. Add depth of clean sand for slope difference (2b) at downslope edge, to the mound height at the upslope edge of rock layer (20 to find the downslope height; _____- ft + _ ft = -feet g. Enter table with landslope and downslope dike ratio. Select dike multiplier of h. Multiply dike multiplier by downslope mound .height to get downslope dike width: . x feet i. Compare the values of step G.1 and Step G.211 Select the greater of the two values as the downslope dike width; feet - ---- I loot R Slop• Difference -'Ir"t DOwhSloDe width feet UDe14Da wloln j. Total mound width is the sum of upslope dike (G.2e) width plus rock RDDk odd width layer width (D.2) plus 1pSIDDe wldln - feet downslope dike width(G.2i); 9 I feet __.. ft + ft + - ..-_.. ft = ._ - feet k. Total mound length is the sum of Down4l DDe w1Dtn upslope dike width (G.2e) plus rock laver length (D.3) plus upslope dike width (G.2e); ft + ft + ft = feet _. 3.1 4.1 owns ope 51 T 61 7! 31 4.1 'Ps u�(`pe- 51 61 71 8.1 C 1 3.0 40 50 6.0 7.0 30 4.0 50 6.0 7.0 an 7 3 3 M ].1V 3.30 k.0 VS 4S4 S.26 5.k 5.86 6 J.6 o.82 7J2 : _il It A,86 .91 :83 2.75 3 9S 3.70 357 { %h 4.54 4.35 5.36 5.06 6.sf 6.14 S.19 7 41 6,90 4 5 3A1 4.76 6.25 7.39 9.72 169 3.45 4.17 4.94 5.46 6,45 646 4 3S3 366 5.0o S,26 6.67 7.14 IS, 9.38 10:? 12.07 2.61 2.54 3.13 3 23 4 00 3.85 4.62 5.19 S.71 7 8 3A0 3.95 536 7e 1034 1373 244 312 3.70 4.41 4.13 4.93 4.7D 5.41 5.13 9 5.88 8x I114 1591 242 .3 to 357 4.06 4.49 4A8 l0 4.11 429 6.25 667 909 100 13,04 1 S o0 1892 7331 2.36 Ili 2.94 2 8e 3.4S 3.33 390 37.5 4.30 465 II 12 4.48 714 11.11 17.65 3043 2.2e 173 3,23 361 4.12 39.5 4.N 426 4.69 769 1250 2143 437i 2.2: 270 3.12 30 3.80 408 uDu9De .+tarn feet 64 PRESSURE U[S1 R[B Ti N SyST'i M 1. Select number of perforated latt-rats __ 2. Select perforation spacing = _ ft. 3. Since perforations iwuld not be placed closer than I ft. to the edge of the rack layer (see p. E -13), subtract 2 ft. from the rock laver length. 4. Determine the number of spaces between perforations. Divide the length above by perforation spacing and round down to nearo,t whole number. Length pert. spacing = _ _ ft.. _ ft. spaces (3) (2) 5. Number of perforations is equal to one plus the number of perforation spaces . spaces + I = perforations/lateral 6. Multiply perforations per lateral by number of laterals to get total number of perforations. laterals '/:sera; —.—perforations. 7. De--et-:nine recui-red fl.,., rate by mul~-iplying number of perforations by flow per perforation (see page E -17" 8. If laterals are connected to header pips a:; shown on page E- 15, select minimum required lateral diameter from table on page E-17; enter table with perforatit,n ;pacing and number of perforations per lateral. Se'.t,et minimum diameter for p:'rtorated lateral = _ inche,. �. tf perfrrl!c;l IaF,'r stem is attached to manifold pipe near the centt'r, ,i-, can page F-12, perforated lateral length and nun- !i- � r of porforaliorts per lateral will be approximately one half of that i1) step 8. Using tlwsp values, select minimum diameter for perforated lateral from page E-17 as inches. E-17a 13LEOFf'fRFQRATI()N[)l�:'L�RGES Head f ,>rtr c.,utm ]tame; r h:ukesl Z a—.--__._.-_t%a 1.0a OSc 0 ; 4 1.5 069 090 2.Ob 2.5 3.0 4.0 1.13 l 47 5.0 1.Z¢ 1 6 i a Use 1.0 foot of head ft:r re:,tdt•nual syslem; bUse 2.0 feet of head for other ,.ytablis;:ments E-17b wuo� Jtw,ey eiaev a orr. mce p.no.�, a ps a.u.: e i w.a... � 4a Ournge • w+m apt POq� 1.2> inch 1.5 1nC;: 21" V — 3.0 3.3 l? 16 25 4.0 tl is .5.0 10 la F-1�-' '�crL•�c PRE..R1- DISTItII3L7TIQ 1Lf CYST 1. Select number of perforated laterals 2. Select perforation spacing = _ ft. 3. Since perforations tihoultl not be placed closer than I ft. to the edge of the rtick laver (see p. F-14), subtract 2 ft. from the rock laver length. k L fa�er;enRth " 2 ft. 4. Determine the number of spaces between perforations. Divide the length above by perforation spacing and round down to nears-,st whole number. Length pert. spacing = _____ ft. ft. - _.. spaces (3) -_ 5. Dumber of perforations is equal to one plus the number of perforation spaces . spaces + I = perforations/lateral 6. Multiply perforations per lateral by number of laterals to get total number of perforations. lateral s rorisl;a:eral -•--- perforations. 7. De:ern'ne required 1.;:r r. *e :.;y ,, l Piying number of perforations by flow per perforation (see page E -17' x 8. If laterals are connected to header piPe i;, shown on page E- 15, select minimum required lateral diameter from table on page E-17; enter table with perforation spacing and number of perforations per lateral. 54,loci minimum diameter for p ,rforatcd hiteral inche>. E-17a AALEOFPERFQR.g7IC�'^J �15:,? Lgf2GE5!*, I_;;^. Head Pe•rh:riurrn ,1,am ; •; '; cF.esi Z/2---- — 1.03 0.56 _:; 0 ; 1 1.5 0.69 090 2.i :, 1 I; 3.0 0 ,.3 i :3 4.0 1.13 14' 5.0 j"26 1., aUse 1.0 foot of haae i<,r rv%idt•nttat sys~.,; bUse 2.0 feet of head for other establu;:ment, F-17h M.u.am .Uw.w mvbn a nw no oer:.y �. p yw....n 1.5 inc -7-1.1 1 - 2.5 14- 3.0 13 ; 3.3 1: 16 ; 4.0 11 IS 5.0 10 ;4 ..+•wo .or+•�e .r oe y •.nw.+t ns•w,wr�a. ^----, `1. if perfcir ltrrc.l I t!�'r, s� stem is attached to manifold pipe near the ccntt r, I., on pale F.-12, perforated lateral length and %F s- num`.,r cif h,rrfoi ,bons per lateral will be approximately one half of that "I step 8, l..Jsing tht'sn values, select minimum diameter for perforate d lateral from pale F-17 as inches 1170 Lyman Ave, Orono 55391 Soil Log 4� u ❑ Boring ❑ Pit Elevation Depth to SHWT7,ge Depth (in) Texture fragment % matrix color redox color consistence grade shape <35 loose loose single grain 35 - 50 friable weak granular blocky >50 y firm moderate prismatic platy l0 rigid strong massive <35 loose loose single grain 35 - 50 friable weak granular blocky L >50 y� 3/� firm moderate prismatic platy / U rigid strong massive <35 loose loose single grain 35 - 50 friable weak granular blocky ��►Z(, C (_ >50 lri%` �(/y firm moderate prismatic platy \ rigid strong massive <35 loose loose single grain 35 - 50 " friable weak granular blocky Z (V -3 C C L >50 �, / 07� �/ / firm moderate prismatic platy massive rigid strong <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive 1170 Lyman Ave, Orono 55391 Soil Log K Z. /0 8 ❑ Boring ❑ Pit Elevation Depth to SHWT7� Depth (in) Texture fragment % matrix color redox color consistence grade shape <35 loose loose single grain 35 - 50 friable weak granular blocky �..� >50 101c `3// firm moderate prismatic platy massive rigid strong <35 loose loose single grain 35 - 50 friable weak granular blocky � L >50 y log � firm moderate prismatic platy massive 3 rigid strong <35 loose loose single grain 35 - 50 fiiable weak granular blocky 16-Zee CL >50 firm moderate prismatic platy rigid strong massive <35 /` j loose loose single grain G (� 35 - 50 friable weak granular blocky Zip '3U >50 s/ Z. i 3 107E G �� firm moderate prismatic platy massive rigid strong <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive hereby certify this work was completed in accordance with MN 7080 and any local req's. Designer Signature Chip Septic Servies LLC Company 2064 License # LOGS OF SOIL BORINGS Location or Project.�� Borings made by .____WEQLN_D -__ - Date _ Classification System: ❑ AASHO Z USDA-SCS Unified ❑ Other Auger used (check two): @ Nand ❑ or Power; ❑ Flight C'I or Bucket; ❑ Other Depth, Boring Number__.-, in feet Surface Elevation 0 t - 2 - 3 4 - 5 6 8 _ 9 10 - End of boring at -_ _ feet, Standing water table: ❑ Present at feet of depth, hours after boring. ❑ Not present in boring hole. Mottled Soil: I� Observed at -------. I feet of depth. ❑ Not present in boring hole. Depth, Boring Number --- in feet Surface Elevation 0 t -- 2 - 3 -- 4 5 - 6 7 -- 8 -- 9 - 10 - End of boring at feet. Standing water table: Cl Present at feet of depth, _......... ._I....___-_ hours after boring. ❑ Not present in boring hole. Mottled Soil: ❑ Observed at __ feet of depth. 0 Not present in boring hole. LOGS UFpIL BORINGS Location or Project Borings made by __._$WEDLUND, Date Classification System: ❑ AASHO q USDA-SCS 01 Unified ❑ Other_ _ Auger used (check two); Hand ❑ or Power; ❑ Flight CJ or Bucket; D Other Depth, Boring Number._ in feet Surface Elevation 0 1 2 3 4 - 5 6 - 8 g 10 - End of boring at _._---_---------,-.__-.-_ feet. Standing water table: ❑ Present at _ feet of depth, hours after boring. ❑ Not present in boring hole. Mottled Soil: ❑ Observed at - - feet of depth. Not present in boring hole. Depth, Boring Nurnber____ in feet Surface Elevation 0 2 3 4 5 6 - 7 8 - 9 -- 10 - End of boring at - _-__--__-._-- feet Standing water table: ❑ Present at-_y___- feet of depth, _ _._.__..--_-....__ hours after boring. ❑ Not present in boring hole. Mottled Soil: ❑ Observed at .--_-__--- feet of depth. ❑ Not present in boring hole.