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HomeMy WebLinkAboutSeptic Compliance Inspection 6-16-2017 (2) 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): 6/16/2017 ® 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 Sec/Twp/Range: Property address: 755 Ferndale Road Reason for inspection: System Replacement Property owner: Owner's phone: or Owner's representative: Representative phone: Local regulatory authority: City of Ornon Regulatory authority phone: 951-249-4600 1250/750 Gal Trash/Dose Tank, 750 Multi-Flo Aerobic Treatment Unit, 1,500 Gal Lift Tank, 21'X38' Brief system description: Pressure Bed 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: Brian Humpal Certification number: L5342 Business name: Inspect Minnesota, Midwest Soil Testing License number: L2896 Inspector signature: Phone number: 651-492-7550 Necessary or Locally Required Attachments ® Soil boring logs Z System/As-built drawing ❑ Forms per local ordinance ❑ 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 1 of 3 Property address: 755 Ferndale Road Inspector initials/Date: 6/16/1700 . Impact on Public Health—Compliance component#1 of 5 Compliance criteria: Verification method(s): System discharge sewage to the ❑Yes ® No CI Searched for surface outlet 'round surface. ❑ Searched for seeping in yard/backup in home System discharge sewage to drain tile ❑Yes ® No El Excessive ponding in soil system/D-boxes or surface waters. ElHomeowner testimony(See Comments/Explanation) ❑ "Black soil"above soil dispersal system System cause sewage backup into ❑Yes ® No Cl System requires"emergency"pumping dwelling or establishment. ❑ Performed dye test Any"yes"answer above indicates the system is El Unable to verify(See Comments/Explanation) an Imminent Threat to Public Health and Safety. ® Other methods not listed (See Comments/Explanation) Comments/Explanation: New System 2. Tank Integrity—Compliance component#2 of 5 Com•liance criteria: Verification method(s): System consists of a seepage pit, ❑ Yes ® No ❑ Probed tank(s)bottom cesspool, drywell, or leaching pit. ❑ Examined construction records Seepage pits meeting 7080.2550 may be ❑ Examined Tank Integrity Form (Attach) com.liant if allowed in local ordinance. ❑ Observed liquid level below operating depth Sewage tank(s)leak below their ❑Yes ® No CIExamined empty(pumped)tanks(s) desi•ned o•eratin• death. 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 ® Other methods not listed (See Comments/Explanation) system is Failing to Protect Groundwater. Comments/Explanation: New System 3. Other Compliance Conditions—Compliance component#3 of 5 a. Maintenance hole covers are damaged,cracked, unsecured,or appear to structurally unsound. ❑Yes* ® No 0 Unknown b. Other issues(electrical hazards,etc.)to immediately and adversely impact public health or safety. 0 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 • 800-657-3864 • TTY 651-282-5332 or 800-657-3864 • Available in alternative formats wq-wwists4-31 • 1/24/12 Page 2 of 3 Property address: 755 Ferndale Road Inspector initials/Date: 6/16/17044 4. Soil Separation —Compliance component#4 of 5 Date of installation: 5/30/17 ❑ Unknown Verification method(s): Shoreland/Wellhead protection/Food Beverage ❑Yes ❑ No Soil observation does not expire. Previous soil Lodging? 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 ❑ 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. ® Other(See Comments/Explanation) Non-performance systems built April 1, ®Yes ❑ No Comments/Explanation: 1996, or later or for non-performance systems located in Shoreland or Wellhead Reviewed design borings 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 deaths of elevations systems built under pre-2008 Rules; Type IV or V systems built under 2008 Rules(7080. A. Bottom of distribution media 24" 2350 or 7080.2400 (Advanced Inspector License required) B. Periodicall saturated soil/bedrock 64" Drainfield meets the designed vertical C. System separation 40" separation distance from periodically saturated soil or bedrock. D. Re.uired com.liance se.aration* 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 ❑ 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",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: 2016-0061 Have the Operating Permit requirements been met? ® Yes 1::] 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 R CITY OF ORONO PERMIT NO.: 2016-00661 2750 KELLEY PARKWAY ORONO, MN 55356- DATE ISSUED: 06/22/2016 (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 755 FERNDALE RD N PERMIT APPLICANT: PIN : 36-118-23-11-0028 KOTIIRADE SEWER& WATER LEGAL DESC : LYDIARD HILLS 12059 WHITETAIL AVENUE LOT 003 BLOCK 001 HANOVER, MN 55341 PERMIT TYPE . SEPTIC PROPERTY TYPE RESIDENTIAL 0 CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT) ACTIVITY : SEPTIC(PRESSURE BED) OTHER INSPECTION NOTED: PUMP AND ALARM MISC FEE: MID LEVEL INSPECTOR REQUIRED t NOTE NEED MANAGEMENT PLAN SIGNED BY OWNER OR BUYER. CONTACT BRIAN HUMPAL FOR ALL INSPECTIONS AT 651-492-7550 BUILDING INSPECTION RECORD 48 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS. CALL FOR INSPECTIONS WEEKDAYS: CONSTRUCTION HOURS: 7am-8pm Weekdays&8amm-8pm Weekends&Holidays INSPECTION TYPE DATE INSPECTOR DATE INSPECTOR PRE ROUGH-UP t/30/1 I31-i ROCK BED OR TRENCH/TANK 5/30117 BH AS-BUILT HAND DRAWING 6/10/17 BH FINAL 6/16/17 BH OTHER _PUMP/A-LNl 6/16/17 BH INSPECTION COMMENTS: See attached inspection details IN ACCORDANCE WITH CITY ORDINANCE.NEW OR SUBSTANTIALLY REMODELED BUILDINGS SHALL NOT BE OCCUPIED UNTIL ALL WORK HAS BEEN APPROVED,AND A CERTIFICATE OF OCCUPANCY HAS BEEN ISSUED BY THE BUILDING DEPARTMENT. THIS CARD MUST BE POSTED AND VISIBLE AT ALL TIMES UNTIL WORK IS COMPLETE. Gi "1 oC dro.. o Brian Humpal Inspector 651-492-7550 $ubsurfa.ce_Sewage Treatment System Inspections Property Address: 1 SS ��kd4tti 4.O( Permit#:201 00461 Property Owner: Phone: Contractor: 11:04.1,r461.4_ Phone: 2/1/14—e-- Plan Review: p 14,_ 0 t c. to,3o Soils Verification: So:t p;�- • Ok +o 6‘.1 Tanks Old 14- /tut (t) Ab,1./ow.o� N .. .' iLSQ/ l SV co''.bo s 1r4st,/ Vit( Tanks: JLt4i-Gso1Su, 4 POO 4 l 1.•t%Ir tsvt: 2_Z4. 'doe-0+7 Trenches: Mound Scarification: 61'_11A1 c1 Rock Bed: 2i yc 353 4 d cS' it" i,,! ��s"accZo -'2 1 to :aoA- N Cor►-w 3'4 Distribution Piping: to;3 o P g 1 1440_4(sz 36. L. b 0.41. 31.-'0`.'" oVt Sand Placement: ' k Final Inspection: r - O l%, Other: Other: Comments: ea y3 u.P Pk,P6� , �� �4.; -�,� a..o� 3 4P110 Infield Soil Verification Report Date of Verification: 5"/30/t1 Time: 11 .00 ,4A1 Site Address: 15C Fe -ooct Limiting Condition & Distance: GY Boring Or Test Pit Location: Depth In Soils Encountered Inches 0—$ (OYIt 2/i S1t+ 104 •, ca"- 2( t 0 Yrt.K/z 1� .A- 1,14-53' A-2,1`-53" tv"n.K/w C.(c,y I ow.- 5.3 1O`tvt.K/if G4%ay IoaN. -cry a4, O t ce..1ox a1 d ol= Svit End Of Boring At: Gq"' Redox Present At: Standing Water Present At:^/ Oce Y el- . This report documents an infield verification conducted by the undersigned city inspector pursuant to Minnesota Rules, 7082.0500,Subpart 3(A). By: `0 MPCA Certification No: 5342 __ Site III �' Copy City of Orono Se tic Asbuilt Form Address �5- �erndezle,,//// g/'/!."e c9e7V 1 Building Use ,irt2 Installer /K9-01 ru d� So,u/G�' Wolco- 9i Ca t/GvKic License # D!q z_ Date (%z.//fr, Septic Tanks le 00 Pump Tank /&Q© System Type ❑I ❑II ❑III 0 Mound 0 Trenches pressure Bed krOther 7--;/70.d. Draw detailed diagram with measurements indicating distances to tank risers using 2 points from a permanent structure. Show location of drop boxes and length of trenches. 4,_ ,..6i06-- ___7 5.5" P-> .,AJ• 0 c.,,,,e,_ A P' t /,' 4 v 7 - al.- 0 it) ,,..„:„_„)..rc1/4 (.4.,_,_,.,,i, 7c Q _ `J / Esc 1 ® i t-�P ;- d3 z 2 7 is �� ig -73L ey -L'--,6 -,__ 7 -5 ..7 r , i oar 5 SCANNER t 1b M) �$ h ,�Il- 11 c 4-1-11 h� vI9 1 2 Ovx Fp -"rerf-i 20 ?r ,69 ra 1 o� 9 I '° 4 -V / . ce .. 0 frL gr " )) rt2 Ol a(3 "1 fl ,y 5$L • Romeo SiteC tif��KcseiOPt`` City of Orono Se tic Asbuilt Form Address 75- rnlee/ 11"/-11 eaie7LLt Building Use ,.5p-p Installer Kr9-1A nu C4.6 s,,4/6.7 9-0C.a VvIC License# £2/C( Z_- Date Wt//p Septic Tanks Z®OI Pump Tank /goo System Type 0 I 0 II ❑111 ❑Mound 0 Trenches fiStPressure Bed grOther--r? Draw detailed diagram with measurements indicating distances to tank risers using 2 points from a permanent structure. Show location of drop boxes and length of trenches. L/lti , . ,Sletetfd ^;IN City of Orono /O�R CITY USE ONLY �•! P.O.Box Kelley )� . 0 Date Rete Permit#...20 1 (47-00(oto I 2750 Kelley Parkway Crystal Bay,MN 55323 (952)249-4600 Amount; 5 yQ)(c) tstiOv- CITY OF ORONO —SEPTIC SYSTEM PERMIT APPLICATION RECEIVED (All permits must be approved by the On-Site Septic Manager and/or Building Oficial) JUN 0 8 2016 CITY OF ORONO Site Address: 755 Ferndale Rd N Owner: Bank of America Mailing Address: 1300 Merrill Lynch Dr City: Pennington, NJ Zip: 08534 Home Phone: Alternate Phone: ta ;,,::1i4fnf6 tiO'n `4 'a Contractor/App.:Kothrade Sewer, Water& Excavating Contact Person: Lee Sweet Address: 12059 Whitetail Ln State License#: #0192 City: Hanover Zip: 55341 Expiration Date: Phone: 763.498.8702 Alternate Phone: . :; _. : ,:TYPES°OF'OCCUPANCY"` e ,t,.. 'q, P; ® Residential ❑ Commercial ❑ Other T- �:.V ITA .00. ° ;.. PERMIT TYP AND'FEES .. ` ` Y:Avifwen New or Replacement System $400.00 6400.00 Repair Existing System 100.00 (Tanks or Drainfield) Total $ 400.00 1 /2 _...:..sFa.t-..tri�ll�7 Z-111S-1:.I:sSJi1:1• : � ' ° f1 �:1 F. tl- �.' :�" °� ►i '.LCL_°)[=�„ �. .^-.�*1 I will be installing the following: Tanks ® Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other (list manufacturer) Number of Tanks: 2 Size of Tanks: 2000 1500 Treatment System Trenches s.f. Mound s.f. Gravel less s.f. Chamber s.f. NOTE: The contractor is required to provide an As-Built of the system before the final inspection. The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all the work in strict accordance with ordinances of the City and regulations of the State of Minnesota and certifies that all statements made on this application are complete, true and correct. Signature of Applicant 2-a' Surda.t Date: 06-08-2016 MPCA License No.: #0192 Staff Review: J Accept ❑ Denied G'c3t Reviewer: 3-342Date: 6/22/46 Reason for Denial: Comments (to be printed on inspection card): JVia.a4 n,an1/45c.n.c.r.a- f lay-• SsntaQ 13.1 Ovv.s4 `) r 1aHy-e..r 2/2 CITY OF ORONO—SEPTIC SYSTEM PERMIT APPLICATION 1. Applications for septic system permits may be mailed or submitted In person at the City offices; however, permits will not be mailed out. The permit must be picked up in person at the City offices and work must not begin unless the permit card is on the job site. *** DO NOT MAIL PAYMENT WITH THIS APPLICATION*** 2. Permits will be only issued to contractors holding a Minnesota Pollution Control Agency (MPCA) Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. 4. The following inspections will be required for all septic systems: A. Tank installation prior to covering. B. Drainfield trench installation prior to covering. For mounds, inspection is required after rough up, but prior to sand placement (sand must be jar tested for silt content) and again during pressure distribution piping installation in the rock bed. C. Final inspection to verify final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. MPCA licensed Installers or their DRP (Designated Responsible Person) shall be present during all inspections. A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS. 3/2 gL7 cut 0-1 7-/�„ SP TESTING INC. Steven B.Schirmer -951 Katydid Lane NE-St.Michael,MN 55376 Cart,No 627- State license 11394-Phone 763-497.3566 - Fax 763.497.5011 www,satesting.wastewate comcast.net- ;chirmcrswastowater.com February 17,2016 ) TarynKelzer (pII�l , ("17 q� 755 Ferndale Rd.N. yv. `} &- ,./ This \�1 k&?- -h DYVne • £'il/" Orono,MN This site has an existing on-site sewage treatment system which has been classified as non-compliant by others. The existing tanks will be abandoned,pumped&filled with soil&a tank abandonment report completed by a licensed contractor. This site has very limited space for placing a new system due to stoop slopes, drainage&direction of slopes. A standard system under Minnesota Chapter 7080 rules cannot be designed. The proposal Is to Install a Type IV,System under Minnesota Chapter 7080.0179 rules for a Type 1V system,Type 111 seepage bed for r1' Q a 5 bedroom home. Approval will be needed from the City of Orono for the system to ' +t( 2c 1 6 be 10'from the property lino due to limited space. Tho west property line will need to be located&staked by a surveyor. The design is for a pressurized seepage bed wit levelB reatment a78 cal/sq./ft._ 962sq,ft,with a 3'separation using SB's#2,3,4& oil boring#3 found moiitae soli at elev.97.6 leaving the bottom of the seepage bed at elev.100.6. Class 1,Multi-Flo Aerobic Wastewater Treatment system which is classified as standard under Minnesota Chapter 7080 rules will be used or a unit which has positive filtration and an alarm equivalent to a Multi-Flo Unit. The highly treated, filtered effluent produced by the Multi-Flo Is over 95%free of the normal sewage contaminants that cause the progressive failure of conventional systems. The unit will be a 750 gal/day. A trash trap Is installed in front of the Multi-Flo Unit. Tho unit requires to be serviced 2 times a year which will be done by Schlrmors Wastewater Treatment Systems,Inc. A 2 year parts&service warranty comes with the cost of the unit. After that time,the homeowner Is required to carry a service contract at a cost of$225.00 a year(2016 price). A report is sant to tho homeowner,City,MPCA& Multi-Flo yearly. 2 Inspection pipes must be installed,1 to the bottom of the sand fill&1 to the bottom of the rock bed. All property linos will need to be located prior to Installation. The tanks will need to be a Darwin pre-cast 2000 gallon split reversed,750 gallon trash trap&1250 gallon pumping chamber#1 with a timer pumping 15.6 gallons every 30 minutes with a to the Multi-Flo Unit. The effluent will flow gravity from the Muitl-Flo to a now 1500 gallon pumping chamber(pump#2)which will pressurized the seepage bed. 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 light&sound device. This is In case of a pump failure. Monitoring of the dralnfield&Multl•Flo will need to be completed per operating permit. If the tanks have loss than 2'of cover,the lids,risers&maintenance hole covers must be Insulated to a value of R10. Cleanouts for each lateral must be insulated&be accessible from finished grade In an Irrigation box with a ball valve. A water meter or event counter must be installed to monitor daily water use. Tho homeowner Is responsible for the Water meter readings. The mitigation plan is if hydraulic overloading would occur,a timer could be Installed to reduce the amount of effluent pumped to the system and also by using the 1500 gallon pumping chamber allows the effluent to be stored during peak use and pumped to the system during low water use periods. The second would bo to install holding tanks. AU neighboring wells aro located greater than 100'away from the proposed treatment area. Keep all heavy equipment off of the proposed treatment area before and after construction. Tho treatment area should bo 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. � MAYAMAKIAM The tanks need to be m*Oitein.d at.minimum.l t time every 2 year.,check with • you pamper to set up■schedule. System fupestsd tor.ree.by owner&ar inspector as determined by the local snit et ooweawa.t. Pay oemir babe-lets a.determined by We boil writ of government. Wrap proper tostatiatie.6 maintenance,this system shield have ao problem In treating impels dliwnt effectively. Nothing other than hemsa wants,toilet Deese,tawdry,showers„water nllam eta, aimed be disposed et Into the system. itseomat.nd ban Meets be diverted out et the system.Garbage dispswii are not resosaaondel. Wwmsire aaewsts of soaps, antibeetartai seeps,Weaning aparti,skewer almoners used only shows?i ehlsdas • stets may lel tie bested.meedsd to treat*sego s illasat. AdItires are sot rs nwesaded. Renu laandata0 be!belted to d to 4 loads per day. T be OlalU. Me Unit wig and to be pumped wises the Gettable solids reach 40%. *abbess* • %Wastewater will meet the pumper&deem oat Ow Midtl4 is at the sass Wee. Them will not be a chaR.Dom Aohlani s Wastewater atsr as long as pumping is only needed e tee.way 3 years. Tet pumping chimes iron a!leaned pumper ars you Thank Yee h� Mews B.IsOlrm.re T17wpn a• Porn an Advanced galas.? Z-46-/ Demi*Miller ?ss TtdfNct4e tZd. Data Zell purpNtoee Multi Flow a Pressure Bed www.Sep11d esourae.00m (vete 152) Property Owner: Taryn Keiser Date: 2/3/2016 Site Address: 755 Ferndale Rd.Orono PID; Comments: lnstructIons: r27,3':l•site specificp � input ;;Y:12.'•adjust If desired [ i•self calculated(DO NOT ADJUST) r:;: I) � lrj bedroom Type girl !�•41'F'111ii:ii i:';41.1;j ii System zJ L 750 (GPD design now (average flow should be 70%of design flaw) PRrTREATMEHT3 (Residential strength to level"A") 3) F- "r�.,Gallon Trash trap/pump tank to Multi-flow reversed 750 trash trap•17.50 dose tank pttri;li,Galton Multi-naw unit Vin,. ..r i J rpm wirig J1ft head TREATMENT pump til;fill doses per day LE23 gal/dose(treatment) sal` feet of Hai inch supply line leads to all gallons of drainback volume an gallons total pump out volume Timed dosing of m sec ON (confirm pump rate with drawdown En min OFF test and adjust as necessary) I) TALI;l Inches from bottom of tank to Timer ON float Hi level Alarm to be set at %of tank capacity UV light re/OPER 140 DISPERSAL: 7) jj`J GPD/fts Soil Loading Rate 962 fts(code minimum) f+ (ft2(design size/LUG reed) Treatment Level A/B (must match soil boring log) f;. .,ft desired bed width, leads to a 45.8 ft bed length (25'maximum) sl =)t ;J ft lateral spacing ,i-EM ft perforation spacing (maximum 3 for both) fycifiraZilMq manifold connection )q (— lateral 43.8 feet long 15.0 perfs/lateral 105 • s total _ (1/2 pert means the 1st pert starts at the middle feed manifold) n) i r" Inch pais at Ertila feet residual head ryes =Rpm flow rate per perforation (H bed has>r of cover,increase residual head for cleanout rep's) for this pert size&spacing,@ pipe size on line 14,max perfs/tatml- Q,line RIO must be has••-> OK doses per day I minbman) u) []gallons per dose (treatment volume) 1.50 5x Is) (1iruh diameter laterals must be used to meet"4x pipe volume'requirement 2.00 3x . a I 2 x 8 Ij ali i 'V.li i ii Is ll a HA 1 1, R A I Isi7 11 4 I I os B r 1 1 I ille . ii I i,i, li ii / r 1 g e I IIthQt a 1 i s ! II i laB e 011li 0 x A g 1 1 11 Is ! ! ii4 Ave, gi .t. , r•- i i f HI. I if Ili iiiiTinu ii 42 I t 1 I al 1 0 el ii 1 I IC) I I iLlilt 61/ 6 6 f 6 66 RR Installer Summary nvaraed 750 trails b a •1250 dose tank 2000 . ter trap/klet041ow pump tares 730 Muttl4tow unto Mal ft of Qbsch=ppy tine to Mato Row 30 O 10 of bpd, ThfATMENT pump sec ON One mw men OPT time Timer ON float toe ret at , - from botl m 3 tank 16 towel Ahem to be ret at of task apedty W tight regid s MENSAL 1300 gallon Dose tank(mb*man) at ®1011 Q cWM e Kra of had, DISPOSAL Puarp R ]loch mason Demand boat or Magnetos ON tbm►ft =ham OFF time EIltancbescbes lane from bottom of teat tolane OW float,or =inches hes to loner ON'flat from bottom of tank to VI level Alarm-flat 20 of =Inch h supply lbw wit h Jend feed tmomdtold connection Mg laterals =jinch diameter 43.8 tons 3.0 latera spamdnmy LEI perfs 3.0 perforatlon spades IBA- out a vitro bat assent* Dotbom of rock no more than ©Wm'.or ®ft. Below mdsdng grade ©inches of rods beta,'the pipe Overall Dimensions: 1-)ft.wide by 45..8 ft. long Pressure Bed Dods led materials: r,ydw or'IA. 70 ton INSPECTOR CHECKLIST -Multi flow-Pressure bed 753 Ferndale Rd.Orono ❑ W .L.Eoblate 2'to pressure tasted sewer line (5 pa for 15 rite) 50 to ewaygekc 100 to dope sat area with shallow wdl PROPERTY LOEB atbhale 1d to everything ReN adirda glade&ter prep line. Metas ff:bounds:out of road easement,or outer ditch. LAXB/BLUPP subset Wfor Muff. Ulm GD_,,RD,KE-__. Protectedwat6atd_,,, Blaktsded* 10 forevay@drrg, 20'for dhpetatarea. WAitI u u ander prawn 1110'to bed tank 8:Sewer lb*.(abet sewer One•1r below) ❑ Sewer lite a baffle commotion (no 90Y, r bah nen Ods,slope rake r in r,marc r fn 8). (cu depth rte, dean eat every 100, Sdh 40 trip.) ❑ Sepmc tuck and arms Crater 0104 hnwtletod,P *PM.extte miffed by pumpblg) raft/ _ Woo pitons trash ttap/muAtldtow dose tank [j Riser over cutlet, riser over tntet or anter,and V*despecdon pipe over any remaining baffles. 750 gallon Ahtlti flow unit W tight regdd lit Treatment pump 30 Upra01 18.6 pat 37 sec ON 29.4 mks OW ❑ 17 ft 2 knelt supple line timer ON float 10 indracfiora�ottom M1t75%tank aqui/ ❑ Dose tank maces and piping (water tett,bnsr4stad,proper depth,drabibftk) ❑ mfg,„____ 1900 pattens dose tip 45 gpm 14 head VERIFY MAW CURVE 4.2 min ON 9 hr OFF Boat setting drop 7.6 indite at 23 . • 'MOW 1%70 gal dose&shied by gill'Ol1TALIEW- taches float drop(field corrected) lAia pump requiraments and drawdown on akar a pond ❑ Cam lock evadable from grade-30'mac J-hank weep hots. Supply Una access (no hard 40s) ❑ 24 tach amply pipe scMO,stoped 1/r... supported by 4•sc140 deem or completed, and burled 6- ❑ splice book/control panel/electrical connections ted dbrkrotan 21 X 43.8 Rode depth below pipe 12 lndtes HRode bottom elevation 34.0 Ind=horn Grade to bottom of rock(max) oorrerdepth of 1r• VERIFY 7 intens (1-2'from edge of rock) inch pipe she (wh40 pipe a fittings) 3.0 R lateral spacing 0 3/16 inch perforations (smaller Is oft) ❑ 34 R perforation spacing 0. Air Net at end of laterals, and at tap feed manifold. YE/UV dew outs (deep bed r of heed) (no hard 90!) 4•kapection pipe to bottom of sods,anchored VERIFY ijAbate:10 emitGates aneasen► Qllwe a int tankcer o n secoltorbip plan and type nett abadausaat tf mammy Type IV- performance" Monitoring and Maintenance Disclosure Property address Ike septic system designed for this site hes been dasdfed as a Type p►system and*it therefore require ming monitoring and maintenance for the life of the system. • h theorisers reaison:Mg to discuss these inquire rnentr tis Mod on the permit and their respective intervals and cores with Moir septic(loftier and/or n i ntonence provider. Monitoring and metntenance may include but Is not Waited to): -Atanutecgaarrequired maintenance -Tank pig .Tani Lab samples It b do owners regronsiblifty to hire an M.P.C.A licensed septic professional to perform this worts,and for that professional to submit an annual report to the local Unit of Government. Alt other brig term septic system costs such as repairs and emergency service cons outside of any warranty coverage Of aptdecahee),ere outside the scope of this ane. I adanon4adgc and understand these requfemei t,lad agree to chi mcc a licensed professional to monitor and mrebetata this system. OwnerSignature oats • Multi-fio Installer's Elevation Note sheet 3�oifi�a&Absei6oaacme madly**badn mslut slthtbalrsard 'mmMtn lob.wag*abtnseeorr�aomEi inathbanoaopaetn8nw8tatioa. Cooped frabaddill cooed m,wa v o nolo avaidhadiagis kietkelfet Apes dos to Maw ma* • sOo MO 730 big 17Z M.? 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Soil Observation Log www.SeplkResoares eom yen 12.4 "E:r r., «.. x- r' ;r '4 9 ,i l Property Owner/pro)«t: Taryn Kelzer Date 12/7/2015 Property Address/PID; 755 Ferndale Rd.N.,Orono StaintlEfiebtaipairdgata:$0114MMISSVW0491:4141000)., Parch math: D ro 0 oun.ash 0 laanotne 0 net„rssm 0 aeettic 0 eearode landscape position: 0 Sunmit 0 Shoulder ❑%de slope QQ Toe stow soil surrey map units: HcC2 slope 7 V. direction- s 0 Boring 0 P4 Elevation 103.1 Depth to SHWT 62" Depth(in) Texture fragment% matrix color redox color consistence grade shape 0.24 sandy loam 10YR312-10YR4/3 Friable Weak Granatar 24-44 clay loam 10YR 4/3 Finn Moderate Prismatic 44-56 clay loam 1 OYR 5/6 Firm Moderate Prismatic 56-62 loam I OYR 6/4 Friable Weak Prismatic �� (62�f78 loam 10YR 6!4 IOYR 6/8 Friable Weak Pns"+stic Comments: ( 56'e'iAaaibtltdi.tr 0 Boeing 0 Per Elevation 101.7 Depth to SHWT 66" Depth(in) Texturo fragment% matrix color redox color consistence grade shape 6-30 loam-eroded 10YR3/3-410YR4/21 Friable Weak Gnnutu 30-42 sandy loam 10YR 3f2 Friable Weak Omuta 42-54 sandy loam 10YR 513 Friable Weak Granular 54-66 clay loam 10YR 513 Firm Moderate Prismatic 772 clay loam 10YR 5/3 10YR 618,10YR 7/l Finn Moderate Prismatic 1.51 gr?t lileiavt4 Ua1'OIIO'•::i::.i.-;,':! .'t . ... ..:,.? r,:giit 4i:v ;'-'rt e.-P.,:.>4,. .<'41 fi-_ r-»' r:!n n�'ri r�- 0Wing ❑Ptt Elevation 103.4 Depth to SHWT I" 4jgj Depth(in) Texture fragment% matrix color rcdox color consistence grade shape 0.12 loam I OYIt 3/2 Friable Weak Omuta, 12-36 clay loam IOYR4/3-10YR516 Firm Moderate Pnsmaic 36-56 loam IOYR 5/4 Friable Weak rrirmol c 56-58 sandy loam 10YR 6/4 Friable Weak Granular 58,70 loan 10YR 6/4 IOYR 6/8,IOYR 7/I Friable Weak Pr.rmatia /hereby ecrrOr rho work was completed In accordance with AIN 7080 and any local reqs. l' 'd•-a ----- Ss4.?(")‹rtcv t►..?t_ 394 Designer Signature Company License b Soil Observation Log www.SepticResoutoexem was 12.4 Property Owner/project: Taryn Kelzer Due 12/22/2015 Property Address/PID: 755Ferndale Rd.N.,Orono r x. '.I ,.::: rr t'_ti_ _,I1;A4t. `OrtirO t fdO Esti SO;44?"CVi I f t,., Parent mall's: em 0 ow.hsh 0 Iaaa nne 0 Alluvium 0 organic 0 Bedrock landscape position: 0 Sumrn: 0 shoulder- 0 side s'oae Q Tce slope HcC2 soil survey map units: slope % d rection- 2 Behr ❑Pit Elevation 101.4 Depth to Si!WT 62" Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-24 sandy loam eroded I OYR 42 Friable Weak Granutu 24-42 loam 10YR 3/2 Friable Weak Gren.lar 42-62 loam 1OYR S/2 Friable Weak P:ismad: (62 68 loan 10YR 52 10YR 6/8 Friable Weak Prism/tic 68-78 loam I OYR.5/3 I OYR 6/8 Friable Weak P6unnte Comments: N moil dasdwo3 amesais baIfr+p l AU,10,01 dap Aim 0901 ADI Pm nuvP.A""iq Panllduroo sax Ti"Sri,'9ra d41ay I s4swa Sams P1211 OS< mid DmarsPa a.Vsapow caw OS'SE 141 mol ai Si> MI= &tom P18N OS< 4nd 76saapd mariposa uuy OS SE ciarnom stool es lwans al S© a...!MIS 1u04s P}81s k id opswd Oiesapow Wry OS< w aszero i+nfVs1 110.4% o14e1i1 OS•SE Namagm' wool =COISD Wtttin It10.As P121i OS< £p d pyramid 2laupow wry ADM m .e , a14IN OS-SE w Vila o0"+i MO) Os001 SE> aysmts � Pia4ra laid olpr pow WI; OS< i $te AVM 'v2i1+ s14s105-SE alma'Mali 2$001 cool St> odags opet9 oawisisuoo moo xopw m10.3 xlstew %lww8a.y arrival (u1j;OKI J.MHS of tpdsp u01tsa21g yd 0 Nome 0 '4'''''''':'''" ;'-'4--R3/4.4:'"/'1'6 .11-441'.:;:- :. �� 19Y r?i• r; —1.�i. . .. r:(''''''''14' ,rs�i io!r�.,.. ? .,1'ihi"�`1j+ ... ,11�j. J.p(t!.:r._ ;r�;A t1;,1 A itt.,u�•= Nr i�!fCi�•.1 t rt••"TCIr.:i;: °1 g 4 'PM a1g11sd 1/L 111.01'9/9 11.A01 £IS MAOI tuto1 U. 59oramtsw '� fitroM *KRRIM E/S'dA0t arm S9.4S isPtak) M afg1P S E/P 11A01 we01(Paas PS-9Z rit"a"10 )14DM 21g11id 7/E'1dA01 tw0i 9i-91 snsu1J0 milli wird U4llA01 two! 91•0 *clap 0p9s9 aamaslauoo 101m z0par roma xulew %lwttti'ag a rax+1 (al)Ygisp' .59 1h1HS m' 0 tot u01121118 lki 0 dome 0 yPe��r7y�cr�o``lation Data Sheet M ago /ii:at)i�L..,,-• ._�'�'i -A__ TC;"ate.*-Jr. Property Owner.jTaryn Keixer Site Address:1755 Ferndale Rd.N.,Orono J lliiBRi81'Rtaltr�►�,+olOtbfdttlattortst."Mis*�M1. 3+��.•.K-'•,�^_._J.��� t Diameter 6 In Date prepared and/or soaked:[ 12/7/16 Method of scratching sidewall:Iknile Is pre-soak requlrled't) yes I•Not required In sandy soils Soak'start time: 1:13 AM Soak end/ 12:00 PM 1 10:47 hrs of soak time: 111 Method to maintain 12 in of water during soak1knide Test hole: #1 Location: Date reading taken:1 12/8/15 I Elevation: 1103.1 Starting time:I 1:23 f Depth••:I 12 linches Soil texture description: Depth tin) Soil Texture '•12 inches for mounds&at-grades, 0.12 sandy loam _ depth of absorption area for trenches& beds Reading Start Time End Time Start Reading End Reading Perc rate %Difference Pass (in) (in) imp!) last 3 Rates 1:23 133 6.00 2.25 8.0 NA NA 2 1:56 2:26 6.00 2.37 8.3 NA NA 3 2:27 1.57 6.00 2.50 8.6 6.7 Yes Chosen Percolation Rate for Test Hole 011 8.3 Impi Additional percolation test data may be included on attached pages Design Percolation Rate(maximum of all tests)_ 1 8.30 Impi Additional Percolation Data Test hole: 12 location: Date reading taken:I 12/8/2015 'Elevation: 101.7 Starting�:I 1:24 'Depth": I 12 'inches Soft texture decal "12 In.for mounds&at-grades,depth 0 • (1n) ' Soil Texture of absorption area for trenches and beds 0.12 loam Reading Start Time End Time Start Reading End Reading Pert rate %Difference (in) (in) (mpi) last 3 Rates Pass 1 1:24 1:54 6.00 2.25 8.0 NA NA _ 2 1:55 2:25 6.00 2.37 8.3 NA NA 3 2:28 2:58 6.00 2.50 8,6 6.7 Yes Chosen Percolation Rate for Test Nola*21 8.3 Imp! 7-71 Test hole: 13 Location: _L Date reading taken:) Elevation: I Starting time:I (Depth": J Inches Soil texture description: .. 12 M.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 Parc rate %Difference Pass (in) (in) (mpi) Last 3 Rates 1 _ NA NA 2 NA NA -- 3 Chosen Percolation Rate for Test Hole 1'3 mpi 4„ • ' ... : -A .iii / 1 4 .i. 1 4 4 _,-<,, . . e . 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