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Home My WebLink About05/24/18 Septic Compliance Inspection Minnesota Pollution Compliance Inspection Form Control Agency 520 Lafayette Road North Existing Subsurface Sewage Treatment Systems St.Paul,MN 55155-4194 (SSTS) Doc Type:Compliance and Enforcement Instructions: Inspection results based on Minnesota Pollution Control Agency(MPCA) For local tracking purposes: requirements and attached forms—additional local requirements may also apply. Submit completed form to Local Unit of Government(LUG)and system owner within 15 days System Status System status on date (mm/dd/yyyy): 5/24/2018 ® Compliant— Certificate of Compliance ❑ Noncompliant— Notice of Noncompliance (Valid for 3 years from report date, unless shorter time (See Upgrade Requirements on page 3) frame outlined in Local Ordinance.) Reason(s)for noncompliance (check all applicable) ❑ Impact on Public Health (Compliance Component #1)—Imminent threat to public health and safety ❑ Other Compliance Conditions(Compliance Component#3)—Imminent threat to public health and safety ❑Tank Integrity (Compliance Component #2)—Failing to protect groundwater O Other Compliance Conditions(Compliance Component#3)—Failing to protect groundwater ❑ Soil Separation (Compliance Component #4)—Failing to protect groundwater 0 Operating permit/monitoring plan requirements(Compliance Component #5)—Noncompliant Property Information Parcel ID#or Sec/Twp/Range: 2711823320013 Property address: 2350 Shadowood Drive, Orono, MN Reason for inspection: Property Transfer Property owner: Mia Mullins Owner's phone: _612-804-4329 or Owner's representative: Representative phone: Local regulatory authority: City of Orono Regulatory authority phone: 952-249-4600 Brief system description: 2-1000 gallon septic tanks,/-1000 gallon lift station and 550 square feet of mound rockbed. Comments or recommendations: TBM: Top of second tank manhole cover. 1.5 feet of sand under the rock bed.The tanks were last pumped on 8/03/17 This compliance report is valid until 8/03/20.The east side of the rock bed original soil was flipped 18 inches deep. 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. Inspector name: Joseph J Olson Certification number: 1255 Business name: Ruses O on's Soil& Perc.Testing - License number: 810 Inspector signature: Phone number: 763-498-8779 Necessary or Locally Required Attachments ® Soil boring logs ® System/As-built drawing 0 Forms per local ordinance 0 Other information (list): www,pca.state.mn.us • 651-296-6300 • 800-657-3864 • TTY 651-282-5332 or 800-657-3864 • Available in alternative formats wq-wwists4-31 • 1/24/12 Page 1of3 Property address: 2350 Shadowood Drive, Orono, MN Inspector initials/Date: J. 0. 5/24/18 1. Impact on Public Health -Compliance component#1 of 5 Compliance criteria: Verification method(s): System discharge sewage to the ❑ Yes ® No ® Searched for surface outlet ground surface. ® Searched for seeping in yard/backup in home System discharge sewage to drain tile ❑Yes ® No ❑ Excessive ponding in soil system/D-boxes or surface waters. ❑ Homeowner testimony(See Comments/Explanation) 0 "Black soil"above soil dispersal system System cause sewage backup into ❑Yes ® No El System requires"emergency"pumping dwelling or establishment. ❑ Performed dye test Any"yes"answer above indicates the system is ❑ Unable to verify(See Comments/Explanation) an Imminent Threat to Public Health and Safety. ❑ Other methods not listed (See Comments/Explanation) Comments/Explanation: 2. Tank Integrity-Compliance component#2 of 5 Compliance criteria: Verification method(s): System consists of a seepage pit, ❑Yes ® No 0 Probed tank(s) bottom cesspool, drywell, or leaching pit. ® Examined construction records Seepage pits meeting 7080.2550 may be ❑ Examined Tank Integrity Form (Attach) compliant if allowed in local ordinance. Observed liquid level below operating depth Sewage tank(s) leak below their ❑Yes ® No ❑ Examined empty(pumped)tanks(s) designed operating depth. If yes,which sewage tank(s) leaks: ❑ Probed outside tank(s)for"black soil" Unable to verify(See Comments/Explanation) Any "yes"answer above indicates the system is Failing to Protect Groundwater. ® Other methods not listed (See Comments/Explanation) Comments/Explanation: The tanks were last pumped on 8/03/17.The baffles are in place and the tanks are operating at there designed depth. 3. Other Compliance Conditions -Compliance component#3 of 5 a. Maintenance hole covers are damaged,cracked,unsecured,or appear to structurally unsound. 0 Yes* ®No ❑Unknown b. Other issues(electrical hazards,etc.)to immediately and adversely impact public health or safety. ❑Yes" ®No ❑Unknown *System is an imminent threat to public health and safety Explain: c. System is non-protective of ground water for other conditions as determined by inspector ❑Yes` ®No *System is failing to protect groundwater Explain: www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • TTY 651-282-5332 or 800-657-3864 • Available in alternative formats wq-wwists4-31 • 1/24/12 Page 2 of 3 Property address: 2350 Shadowood Drive, Orono, MN Inspector initials/Date: J. 0. 5/24/18 4. Soil Separation —Compliance component#4 of 5 Date of installation: 9/08/95 ❑ Unknown Verification method(s): Shoreland/Wellhead protection/Food Beverage Li Yes ® No Soil observation does not expire. Previous soil Lodging? 9? observations by two independent parties are sufficient, Compliance criteria: unless site conditions have been altered or local requirements differ. For systems built prior to April 1, 1996, and ®Yes 0 No not located in Shoreland or Wellhead ® Conducted soil observation(s) (Attach boring logs) Protection Area or not serving a food, ❑ Two previous verifications(Attach boring logs) beverage or lodging establishment.' ❑ Not applicable (Holding tank(s). no drainfield) Drainfield has at least a two-foot vertical ❑ Unable to verify (See Comments/Explanation) separation distance from periodically saturated soil or bedrock. 1:1Other(See Comments/Explanation) Non-performance systems built April 1, El Yes ❑ No Comments/Explanation: 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.* "Experimental", "Other", or "Performance" El Yes ❑ No Indicate depths of elevations systems built under pre-2008 Rules; Type IV or V systems built under 2008 Rules(7080. A. Bottom of distribution media 102.9 2350 or 7080.2400 (Advanced Inspector License required) B. Periodically saturated soil/bedrock 100.6 Drainfield meets the designed vertical C. System separation 2.3 separation distance from periodically saturated soil or bedrock. D. Required compliance separation' 2.0 Any "no"answer above indicates the system is *May be reduced up to 15 percent if allowed by Local Failing to Protect Groundwater. Ordinance. 5. Operating Permit and Nitrogen BMP*—Compliance component#5 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? ❑Yes El 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. Operating Permit number: 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. 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. www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • TTY 651-282-5332 or 800-657-3864 • Available in alternative formats wq-wwists4.31 • 1/24/12 Page 3 of 3 Tank Report Date: August 3,2017 Elmer J.Peterson Co. 5921 Dague Ave. Delano,MN 55328 Phone 763-972-2420 Fax 763-972-7217 MPCA License#219 Mia Mullins 2350 Shadowood Drive Orono,MN 55356 612-804-4329 Baffles: ON OFF Tank Capacity: 3-1000 Gallon Tanks #of Tanks: 3 Type of Tanks: Concrete Gallons Pumped: 2500 Manholes to Grade: / NO Comments: On August 3,2017,Elmer J.Peterson Co.pumped tanks. No cracks or water leaking in tanks at that time. NOTE:This is only a tank report. This is not a compliance inspection for point of sale nor does it replace a compliance inspection. Property address: 2350 Shadowood Drive Inspector initials/Date: 813117'' 1. Impact on Public Health-Compliance component#1 of 5 Compliance criteria: Verification method(s): System discharge sewage to the ❑Yes ❑No 0 Searched for surface outlet ground surface. 0 Searched for seeping in yard/backup in home System discharge sewage to drain tile 0 Yes 0 No ❑ Excessive ponding in soil system/D-boxes or surface waters. 0 Homeowner testimony(See Comments/Explanation) "Black soil'above soil dispersal system System cause sewage backup into 0 Yes 0 No 0 System requires"emergency'pumping dwelling or establishment. 0 Performed dye test Any"yes"answer above indicates the system is ❑ Unable to verify(See Comments/Explanation) an Imminent Threat to Public Health and Safety. 0 Other methods not listed(See Comments/Explanation) Comments/Explanation: 2. Tank Integrity—Compliance component#2 of 5 Compliance criteria: Verification method(s): System consists of a seepage pit, 0 Yes ®No 0 Probed lank(s)bottom cesspool,drywell,or leaching pit. 0 Examined construction records Seepage pits meeting 7080.2550 may be ❑ Examined Tank Integrity Form(Attach) compliant If allowed in local ordinance. ID Observed liquid level below operating depth Sewage lank(s)leak below their 0 Yes IS No designed operating depth. Examined empty(pumped)tanks(s) If yes,which sewage tank(s)leaks: ❑ Probed outside tank(s)for'black soil" 0 Unable to verify(See Comments/Explanation) Any"yes"answer above indicates the ❑Other methods not listed(See Comments/Explanation) system is Failing to Protect Groundwater. Comments/Explanation: On 8/3/17,Eimer J.Peterson Co.pumped tanks. 3. Other Compliance Conditions-Compliance component#3 of 5 a. Maintenance hole covers are damaged,cracked,unsecured,or appear to structurally unsound. 0 Yes' 0 No 0 Unknown b. Other issues(electrical hazards,etc.)to immediately and adversely impact public health or safety. ❑Yes' 0 No ❑Unknown *System is an imminent threat to public health and safety Explain: c. System is non-protective of ground water for other conditions as determined by inspector 0 Yes' Li No 'System is failing to protect groundwater Explain: www.pca.state.mn.us • 651-296-6300 • 800.657-3864 • TTY 651-282-5332 or 800-657-3864 • Available in alternative formats wq-wwists4.31 • 1/24/12 Page 2 of 3 Soil Observation Log • NA IN w.SepticResource.eonl vers 12.4 • Owner Information Property Owner/project: Mia Mullins Date 5/24/2018 Property Address/PID: 2350 Shadowood Drive Soil Survey Information ❑ refer to attached soil survey Parent matl's: 2 Till ❑ Outwash ❑ Lacustrine ❑Alluvium ❑ Organic ,— Bedrock landscape position: ❑ Summit E Shoulder 2 Side slope ❑Toe slope soil survey map units: L25A slope % direction- Soil Log#1 2 Boring ❑ Pit Elevation 103.9 Depth to SHWT 48 Inches Depth (in) Texture fragment% matrix color redox color consistence grade shape 0-36 Fill 35 36-48 Topsoil <35 IOyt3.2 Friable Moderate Blocky loose loose ose 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 loose loose oose single grain 35 -50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive Comments: Soil boring 2 The original grade was flipped 18 inches deep 2350 Shadowood Drive Soil Log#2 Boring ❑ Pit Elevation 102.8 Depth to SHWT 24 Inches . Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-19 Fill 35 Topsoil Clay 19-29 - 35 10yr3/2, 10yr4/3 Friable Moderate Block) Loam mix 1 '4 Topsoil Clay 35 10yr3/2, 10yr4/3 Friable Moderate Blocky Loam mix <35 loose loose single grain 35 50 friable weak granular blocky >50 firm moderate prismatic plate rigid strong massive <35 loose loose single grain friable weak granular block) 35 -50 >50 firm moderate prismatic plat) rigid strong massive 2350 Shadowood Drive Soil Log#3 ❑ Boring ❑ Pit Elevation Depth to SI IWT Depth(in) Texture fragment% matrix color rcdox color consistence grade shape <35 loose loose single grain 35 50 friable weak granular blocky >50 firm moderate prismatic plate rigid strong massive <35 loose loose single grain 35 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massise <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 certifi'this work was completed in accordance with MN 7080 and any local reqs.. 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' h,-..,:•:,:,:e 4s-, 0` }:_� c t ew , wK.' ,' d ''"4' ,y4'jY, "'—' - ' -As , 7 & � � ,� � Ir't A„f=^s.°�' m y,x ':�.. � S'`' " ''"Ifs::'"'-' � ./t.Y. .VSs y,za.'. , rC �s ...1.,--;,- " . i.,,,..:,,,;-.:.,..,, S—P TING INC. i TESTING,�, Stever. B. Schirmers — MPCA Cert. No. 627 <.44,....,-..;,2,:., � 951 Katydid Lane NE • S'.• Michael, MN 55376 • (612) 497-3566 ; 1."'''''''":‘;.;',,,„ ;gin 1995 1+ s{ •..A r='sJohn Grode { , '- 2350 Shadowoads e. „ .? ' Orono, Henn. Co. , M1•' s a. b 9 Y r' Y"j,z'artt + " This site has been co. pac i r . a c= e• tru . traveling over s,� �°Z '� the proposed On-Site r"ewoge Treatment .its whi • •••:a£ roped off F ! .y ion of ti'1 home ; , i F.� t were !� fenced dozing construction * ' completed it the trave led area ic., had ;`. :..ercoie"ion test • 4� > of j l ? F 3 r. s c pacted he ?rea i , r ; t•'' r,t. results indicating t sol. ` had the least amount of co:' pec i :r . .end is he ea to be used. ;', State & local codes classify t site unsulto C for mound �++,. °W x t. ].4..n soil means : r � . `4t construction if crit _ soil • , g soils that e ecr moved, smeared, 4,11,,,,',.; �,`rta " naturally oc_curing �n_c ,� ,.,1§t.�'" compacted nor manipU' ..Gd with construction t k:C ' rent. �L:C- t0 ' e placement of ,. ig 1 re air ,, ; �� this site not having � inn 1 ean '''''.-",:-4.4,..:'..14,ra Standard Mound System, the system l ^C'- ` lfi Cl as ,'• Alternative `system urr.ser Chapter tcG �.2i�i •'''•pr^ 'dix A. An 1 * - '.> Alternate well '•1i.11 function ..‘i'.4'4-,%4`Alternative System :o tisur=� o: :�, t.�ki'- and will need approval from the ity Official . rsT,51. • ` The soils on this site are a clay ioar r,er.tonally high waterv. ,t.,:4" tables Due to the was located at z 2 to 22" , (mottled soil , . Jf�0 seasonally high water table, a Pressurized .;o'.. ;d System will be • fM needed to treat septic effluent. The bottom G the rock bed -t5. located at least 3 ' above the season: _ high water . j :::::',['':;:;11 -,,'"4- :,.''4-1'''4.-^---'''' ,.::,. '.';::::;42;....1�q";� nmust be OCa ed �?�- table. +;I 's 7 � It In the area of TH43, recommend t^e soil be a :.ed over 16" deep to ; help break up the co .patted soil . Due to this site beim t` install recommend tinstall a minimum of .„14-“ ,,,,„ M.t fit., . 2000 gallon pumping chamber to allow for adder. reserve storage. :t.-1.g.:4:-.- accept Tt ' The added storage would be used if .he mound stem will not s,«w, s- t accept 600 gal/day. The flow would need to ::,:_ reduced & a timer ?..:;(#4:4;,!": installed and reduce the amount of effluent delivered to the system and allow the effiuer•t to be delivered at low water use periods. rsl� The pumping chamber would have a pump out alae if the effluent 48*244 x.• exceeds what the mound will accept. The future expansion area should be ._::e 1 ov•, _ at the time of the mound construction a minim,urr, of : E" deep tc a . low the soil .. compaction to breax up. Low water use facil_ ..ies must be .nate-led t'.`. eciJout the house ,_ to lower the doily flow....ter .. . . vd' 4. 4 . ..,- a ;fi r. l e?.. • r' r .,-,-._ ...4,;--,,,,,—, ' ^ �i+ae r ' "`--;�• • T ` { , . ' b '�, ta s: b.x,',M !� 4-•�s"� s y,:;: Cs., • : laY.. ra .-er°)c• zx,'gr , ° C A' sr, * t , 1 ,, ? ..,',""4-0'- q r. x. 1- i�� , ` , a 'a* i { f .k� lce !0' „ax44,..., 3 ° ' t' G» .t„� ! ir x w ,, •4- -*.0••..... 'a r -iT Si,A �I `zh• " V - . n, r • ..0• y1.. 4,,:&; §' �, t • }M • w' , Q`r -,- t 3 ti- y : f ,L4 4 .,c,..6=4l .F` , sKyaFa1 .'44, � 3xi "' .0u4Gft ,V,:,:"-.4,' r u i '°� � '; � ,:.-t.„..,,,, .":..h.• c,6k :,y, h • ' --Ey. ' f..i a ;.,• ' 1' --:, a, eroveri ie,¢ri , , i o_S .", ; .f ar.hw"'" x . } :. • ". �1 ^S. £:•.:.&.arscsx ,[as,- k ,4'.14, . 5uN. am ''.�.U #,+r rA-!i+.` 1 -4,v , . ,%,0# . s r 04F , ; , : ,rtr,#,; ✓ 'ria s.+ }.. y,.7.` : •" ' john Grode ''',..'...:,-..- -:::`'•r ` : kstf :4-.,-..,& # 2350 Shadowood7e; '73 ,o...:=1„ ,•, no Oro ,,.7MwKt5 Y. . a � ! ":;44%.—: s.x 2 r 'rt The soils at a death . f 12" have , _rco.,at_o: _..te a:'era,ing S4Y 13. 1 min/inch. ,'0'`;f' . to 1_. _ A pumping Chamber. •v.i. _ need t:� ''c 1: 3i.('_`x -: t:1C r•rf-� .'e