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925 Cliff Rd - SSTS Compliance Report 2017-06-28
Q Panting AWA hidzwt 6es Inc. Compliance Inspection 0612812017 Noncompliant Existing Subsurface Sewage Treatment System (SSTS) Ordered by: Vladislav Gokhberg Owner: Vladislav&Liliya Gokhberg Property Address: 925 Cliff Rd. County: Dakota Inspector: Ron Smith 24483 Chippendale Ave W Farmington,MN 55024 License# L2946 Certification# C8208 Company Disclaimer-: Based on what we can observe and our experience with onsite wastewater technology,we submit this Onsite Wastewater Treatment System Inspection Report based on the present condition of the onsite wastewater treatment system. B's Pumping Service has not been retained to warrant,guarantee,or certify the proper functioning of the system for any period of time in the future. Because of the numerous factors(usage,soil characteristics,previous failures,ect.)which may affect the proper operation of a wastewater treatment system,this report shall not be construed as a warranty by our company that the system will function properly for any buyer. B's Pumping Service DISCLAIMS ANY WARRANTY,either expressed or implied,arising from the inspection of the wastewater treatment or this report. We are also not ascertaining the impact the system is having on the environment. B's Pumping Service: 651-460-8015 or Email info @bspumping.com This report has 8 pages including the cover sheet Lz= id.Dp, Minnesota Pollution compliance Inspection Form CoControl Agency Lafayette Road North Existing Subsurface Sewage Treatment Systems (SSTS) St.Paul,MN 55155-4194 Doc Type:Compliance and Enforcement Inspection results based on Minnesota Pollution Control Agency(MPCA) For local 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(mmlddlyyyy): 612812017 ❑ 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 ❑ Other Compliance Conditions (Compliance Component#3)—Failing to protect groundwater Soil Separation (Compliance Component#4)—Failing to protect groundwater ❑ Operating permit/monitoring plan requirements(Compliance Component#5)—Noncompliant Property Information Parcel ID#or SeclTwplRange: 101425001030 Property address: 925 Cliff Rd Reason for inspection: Property Transfer Property owner: Vladislav&Lill a Gokhber Owner's phone: L651)994-1333 or Owner's representative: Representative phone: Local regulatory authority: City of Eagan _ Regulatory authority phone: (651)675-5675 Brief system description: 2 1000 cial septic tanks gravity to four 75'rock trenches 22"trench depth _ Comments or recommendations: 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: Ron Smith Certification number: 8208 _ Business name: ALDA Indus ,Inc. dba B' um in Service _ License number: 2946 Inspector signature: Phone number: 651-460-8015 Necessary or Locally Required Attachments ® Soil boring logs 0 System/As-built drawing ❑ Forms per local ordinance Other information(list): Inspector Maw www.pca.state.mn.us 651-296-6300 800-657-3864 TTY 651-282-5332 or 800.657-3864 • Available in altemative formats wq-wwists4-31b • 614114 Page 1 of 3 Property address: 925 Cliff Rd Inspector initials/Date: All 6/28/2017 --— (mmlddlyyyy) 1. Impact on Public Health— Compliance component#1 of 5 Compliance criteria: Verification method(s): System discharges sewage to the ❑ Yes ® No ❑ Searched for surface outlet ground surface. El Searched for seeping in yard/backup in home System discharges sewage to drain ❑Yes ® No ❑ Excessive ponding in soil system/D-boxes the or surface waters. ❑ Homeowner testimony(See Comments/Explanation) System causes sewage backup into ❑Yes O No El 'Black soil"above soil dispersal system dwelling or establishment. El System requires"emergency" pumping Any"yes"answer above indicates the ❑ Performed dye test system is an imminent threat to public ❑ Unable to verify(See CommentslExptanation) 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 E No ❑ Probed tank(s) bottom cesspool, drywell, or leaching pit. ED 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 designed operating depth. [:1 Examined empty(pumped)tanks(s) If yes,which sewage tank(s) leaks: El Probed outside tank(s)for"black soil" I � El Unable to verify(See Comments/Explanation) Any "yes"answer above indicates the system is failing to protect groundwater. F] Other methods not fisted (See Comments/ xplanation) Comments/Explanation: Septic Tank Pumping (per Dakota County) and Inspection to be performed after soil separation is addressed. 3. Other Com tiance Conditions--Compliance component#3 of 5 a. Maintenance hole covers are damaged,cracked,unsecured,or appear to be structurally unsound. ❑Yes* CI No Ej Unknown b. Other issues(electrical hazards,etc.)to immediately and adversely impact public health or safety. ❑Yes* ❑No 0 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 800-657-3$64 TTY 651-282-5332 or 800-657-3864 • Available in alternative formats wq-wwists4-31b • 614114 Page 2 of 3 Property address: 925 Cliff Rd inspector initials/Date: 612 812 0 1 7 (mm/dd/yyyy) 4. Soil Separation— Compliance component#4 of 5 Date of installation: 5/2/2000 ❑ Unknown Verification method(s): (mm/ddlyyyy) Soil observation does not expire. Previous soil Shoreland/Wel[head protection/Food beverage ❑Yes ® No observations by two independent parties are sufficient, lodging? unless site conditions have been altered or focal Compliance criteria: requirements differ. For systems built prior to April 1, 1996, and ❑ Yes ❑ No 0 Conducted soil observation(s)(Attach boring logs) not located in Shoreland or Wellhead ❑Two previous verifications (Attach boring logs) Protection Area or not serving a food, beverage or lodging establishment: ❑ Not applicable(Holding tank(s),no drainfreld) Drainfield has at least a two-foot vertical ❑ Unable to verify (See Comments/Explanation) separation distance from periodically ❑Other(See CommentslExplanation) saturated soil or bedrock. Non-performance systems built April 1, ❑Yes ® No Comments/Explanation: 1996, or later or for non-performance Sail Borings were attempted in multiple locations and filled systems located in Shoreland or Wellhead soil was observed. 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" ❑ Yes ❑ No Indicate depths or elevations __ systems built under pre-2008 Rules, Type 1V or V systems built under 2008 Rules(7080. A. Bottom of distribution media 22" 2350 or 7050.2400 (Advanced Inspector License required) B.-Periodically saturated soillbedrock 45" Drainfield meets the designed vertical C. System separation 23" r separation distance from periodically saturated soil or bedrock. e aatonD. Re urecorn ance _ 36" 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 Z 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 ® No If"Yes", 8 below is required BMP=Best Management Practice(s)specified in the system design if the answer to bath questions is "no" this section does not need to be completed. Corn liance criteria _ a. Operating Permit number: ❑Yes ❑ No Have the Operating) Permit requirements been met? b. Is the required nitrogen BMP in place and properly functioning? i ❑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 • 651-296-6304 800-657-3864 TTY 651-282-5332 or 804-657-3864 • Available in alternative formats wq-wwists4-31b • 614114 Page 3 of 3 �R 9i 1N Jig . sff Pa c� AIDA Industries Inc. 925 Cliff Rd Drawing Not to Scale 06128/2017 N 4 Pond Y Rock Trenches 2 1000-gal septic tanks Soil Boring House Well ---► O Well to Drain Field Trenches over 100" LL UNIVERSITY Onsite Sewage Treatment Program Soil observation Log OF MINNESOTA Client/Address: Legal Description/GPS: Date: 925 Cliff Rd 101025001030 6/28/2017 Soil Parent Material(s): Till Outwash Lacustrine Alluvium Loess Organic Matter Bedrock (circle all that app Landscape Position um Shoulder Back/Side Slope Foot Slope Toe Slope Slope Shape: LL (circle it(s):rcle one) Vegetation: Soil Survey Map Un 896E Slope (%): 2% Lawn Partly Cloudy 2:30pm Weather conditions/Time of Day: Observation#/Location/Method: B1 Hand Auger Elevation: Comments: Soil Boring for vertical separartion venTlcation only! Certified Statement:I hereby certify that I have completed this r 4�2 1z work in accordance with all applicable ordinances,rotes and laws. (License#) Saturated Soil Depth(in) Texture Rock Matrix Mottle Redox Indicator(s) Structure Structure Consistence Frag% Color(s) Color(s) Kind(s) (see back) Shape Grade Granular Platy Weak Moderate Loose Friabie Concentrations Blocky Strong Firm Depletions Prismatic Loose Extremely Firm Loam Q%p 0 yr 3/2 Gleyed Masse rain Rigid 9 Granular Platy Weak Moderate Loose Friable Concentrations blocky Strong Firm 15 Silt Loam 0% LO yr 3/3 Depletions Prismatic Loose Extremely Firm Gleyed Single Grain Rigid y Massive Granular Platy Weak Moderate Loose Friable Concentrations Blocky strong Firm Depletions Prismatic Loose Extremely Firm 20 Sandy Loam 0%� 0 yr 3/4 Gleyed Single Grain Massive Rigid Granular Platy Weak Moderate Loose Friable Concentrations Blocky Strong Firm Depletions Prismatic Loose Extremeiy Firm 38 Silt 0% 10 yr 3/2 Gleyed Single Grain Massive Rigid Granular Platy Weak Moderate Loose Friable Concentrations Blocky Strong Firm 5 yr 5/8 Depletions Prismatic Loose Extremely Firm 45 Silt Loam 0% 0 yr 4/3 7.5 yr 6/1 Gleyed Single Grain Massive Rigid Granular Platy Weak Moderate Loose Friable Concentrations alocky Strong Firm Depletions Prismatic Loose Extremely Firm Gleyed Single Grain Massive Rigid Comments: Soil Boring for vertical separartion venTlcation only! Certified Statement:I hereby certify that I have completed this r 4�2 1z work in accordance with all applicable ordinances,rotes and laws. (License#) r ` ON—SITE SEWAGE TREATMENT SYSTEM —INSPECTION REPORT Applicant and Permit#: Ckar/tg s IPZ-6�dr- ZOC. Date of IIISpectka. 5-.7-b o Eby: btr cauSE s ►� n P�� `ar. ParoelID: !�-toa54_U. ��-c Nlutlicipalityfl ownslup: Sitc Address:_0'9S ch rte '. 0 E: S ii€S oc 7 to RcsWiction Hom Type: H III cam) #Perc Test Gatbage Disposal: Yes/No Type: 1 WAW t" I Average P=Rate wee Rate #ofBedrooms (44 FUWKD #Poumfial Bedrooms Rc=w Area:" /No Number of Septic Tanb L�-'Outlet a rain.3"below inlet !!��InspeotioII Pipes(4-,W-) r opacity(4000&WM) ✓orizvntal Dimension(W-i-) Manhole(W mm) Pre-fah Tank Model: Q/No Tank is level Pumping tank YCR L-'IOUtlet Bi le(35%.f UW liquid 1,, Inlet Baffle(6"below liquid-1" depth-6"above liquid surfact} above WA crown) lLiquidDepth(3roi .) Waterfigm consmxtion - -ty`� - - -_�•Q'n4-- _ -- 7 7, - •ea i: a. Property Lines(1o•) (10.) Y Buried Water Pressure Pipes Well(75') �-- Recreatioaa&Tributary(73') k---°AH except Its.&Tr>b. 4kf Wet [)fj,-U-dvK. (150•) P--'Buildings(2o') ✓`Rwreation&Thy(75) i.-''EAU others except Rec.&Trib. / (150') V Large Trees(10 Y wen(50,or 100') �� ,� B11tie� atef PieSB[lle I+i11e8 C44 ADe L�Properiy Lines(10} — atartlgbt COns.Ul1CtlQII —k�pipe to Drop Bog(wed) "X 1s LLCM '-ZI Inverts(1"above outlet QLltiet Inverts(4r abow How) Distnb Aion: �PreBSllri: km d) —i s ipe Connection / ~~�� •f '/9iwe Of Pipe Number of Urals � -3' Trench Widths(ts"�.-3F" 12' Rack under Pipe(6--24-) try fi-ek, over Laterals(6-�-36" Rock is covered(„�waur =X) Lateral Lengft(zoo,, ) Pte) / r /J. Sim af Washed Rode(3!4"to Rock Over Pipe(2'1 6 ' Lateral Spacing(T a®...to 2%-) pmfiffed) ,/� 12r r Total Trench Depth -W; 025 p 6 1 kwh_ © Bottom of Trench to Water Total Sq.Ft.Trench Area Table or Bedrock Coy l d�g 991kim- ❑ - feet Site Drawing: - r Y , a}m„�, xv(,n� .} ,�%� 3 ..,ry } „ •• , y„n , +1 .n , } ,w«n, S + �-'S, �^w...�•,*..•a ,j+�.,m„w.,,.,.v.,,..;+w,v,r w ; _ v..Y¢ ,Sm mjww•,,,v�pv..+xG+*.,.,•nw„�..,,,. 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