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HomeMy WebLinkAboutSeptic Compliance Inspection 6-16-2017 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/ddlyyyy): 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 E l Other Compliance Conditions (Compliance Component#3)—Imminent threat to public health and safety El 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 ® 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: 6/16/170 1. Impact on Public Health —Compliance component#1 of 5 Com•liance criteria: Verification method(s): System discharge sewage to the ❑Yes ® No ❑ Searched for surface outlet 'round surface. ❑ Searched for seeping in yard/backup in home System discharge sewage to drain tile CI Yes ® No ❑ Excessive ponding in soil system/D-boxes or surface waters. CIHomeowner testimony(See Comments/Explanation) System cause sewage backup into CI Yes ® No ❑ "Black soil"above soil dispersal system dwelling or establishment. ❑ System requires"emergency"pumping ❑ 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: New System 2. Tank Integrity—Compliance component#2 of 5 Compliance 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 maybe ❑ 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" El 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. 0 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 0 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: 6/16/1701 4. Soil Separation —Compliance component#4 of 5 Date of installation: 5/30/17 0 Unknown Verification method(s): Shoreland/Wellhead protection/Food Beverage ❑ Yes ❑ No Soil observation does not expire. Previous soil Lodging? p 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 El 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 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 El 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 ❑ No b. Is the required nitrogen BMP in place and properly functioning? ❑ Yes El 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 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 : 36-1 18-23-11-0028 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 `' 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& 8am-8pm Weekends&Holidays INSPECTION TYPE DATE INSPECTOR DATE INSPECTOR PRE ROUGH-UP 5/30/1-/ BH ROCK BED OR TRENCH/TANK 5/30/17 BH 5/31/17 AS-BUILT HAND DRAWING BH 6/16/17 FINAL 6/16/17 BH OTHER pmu)/A{ Rj 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 TIIE BUILDING DEPARTMENT. THIS CARD MUST BE POSTED ANI)VISIBLE AT ALL TIMES UNTIL WORK IS COMPLETE. Gi ‘.y Oto," o Brian Humpal Inspector 651-492-7550 Subsurface Sewage Treatment System Inspections Property Address: - SS �,ka[c.t•c. 4-O( Permit#:2o16,_00" Property Owner: Phone: Contractor: Kort ram Phone: L Plan Review: pia,_ o t c. -3-134771— Soils Verification: so:t p; dk 64 to;3o A , 1/(l Tanks' ego( to»4C C2� abaft/•M.a� N�,../ i ott Sv cO .be s. AV4s�,/ It;t�r° �d .44..K JL11-i-t%lo -1 { Ivaco 44t �'br. vs./K. =t -017 Trenches: — Mound Scarification: 3730/[1 Rock Bed: Z jc 3t31 ,.� SS" .6" 12'" t..> '�' 'acav -07 to ;a DA�- /1� Cor�w 5to;3oy Distribution Piping: , 144,415 ( ii " 34 oL. LA/ 341," ( 16" 4,0 a� Sand Placement: -1-41/41 Final Inspection: v:,teat Other: Other: Comments: t Infield Soil Verification Report _Date of Verification: s/30/t1 Time: 1 I -00 441 Site Address: 155- F-u °CI Limiting Condition & Distance: GL( Boring Or Test Pit Location: Depth In Soils Encountered Inches O—t IOi't 2/1 S1L4 to4�., to1(tti/z lmac.v.� 'L(`-53" tvnn.'(/'r G(4,, 1 s3'-6 Lt " 0.—ret 44/44 P4'N, Ga wly l Oa v.. " ir-4 K 0 £ ce.ios o 4 44,e4 O1- Sa End Of Boring At: (meq" Redox Present At: 44( Standing Water Present Q \ Z. This report documents an infield verification conducted by the undersigned city inspector pursuant to Minnesota Rules, 7082.0500,Subpart 3(A). By: s; MPCA Certification No: 5342 .__ / 0 \ S I te (Xi _ 1 C 0 PY eiKts1101't i City of Orono Se tic Asbuilt Form Address 75-6" f-erndcw, .a.,—,,,B a'MI Building Use 5pp Installer Kcp CA rc d� So,u/6, b?4I% - 9t cca t/O41License # cP/q Z..— Date We-Z/0' Septic Tanks 1000 Pump Tank toe System Type ❑I El II ❑III 0 Mound ❑Trenches Pressure Bed XOther s/ 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),_ ,O,...wt,. ___75_.- 1.<22A„„,, a- ,-(-). .Cir--er-rAtp-- , , t4 `9 1 0 u, ' ).() it) „..„:„.c.). 41 fr..„.„)...b 4- 4.,' 0 ,, \\\, 7c Q A. 7'Sc f , f� Z �i��� ©f 2 9' p7/f ri2o-vr d3z C ::: • 7L 45-Eb9dn n ID y i os' 5 SCANNE • .0 eek� ; l -4.- , 0-+1- . 10 00 ,Pb 49 1 so l v h ,g L ' c c .--- ) N'N'aCregg6e4a51 I VA- go , ) .\ , , ,ILIO za1 -c,- ,\ 2649 , (V\ @' 0 /9- fr' 4(r<real) ry /3 ._...,0 ,_6, g ° "f I) , ,} ki -4 . ,5---c L p, , Site Co ti "k`S"029 City of Orono Se tic Asbuilt Form Address �53 �rI1dQ'l2 11"/-0 494A Building Use ,5,rp Installer K�f it ra d6 _50,44./cr, Bucca 4' 'rc License# p/q Z.-- Date !�jz-z_//p Septic Tanks Z0O,0 Pump Tank /&(© System Type 0 I 0 II ❑III 0 Mound ❑Trenchesressure Bed MOther 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. LA"- L- -- j,„v-e- / ,--i..., 0,,,.. _---8 2F,.City of loefxo Oronoyat.;Ow a y K.f.e, (4k. $,S' s- 15110 „ /C Crystal Bay,MN 55323 (952)249-4600 Date Receiviq Permit# rr 1 al Amount. S__Vtetf i iiiR CITY USE ONLY Jo I to-00(.4 (c I ---_. _ CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Official) RECEIVED 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: IcKi,l!jti OTrifi: Ungr.06301110.1.VIr?"':. 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'00.CUPANcy-;:-.,,- -i - 2 Residential El Commercial E Other New or Replacement System $400.00 $400.00 Repair Existing System 100.00 (Tanks or Drainfield) Total $ 400.00 1 /2 r-- s .. �f ;� /�;1 f i i 1,j{,1 0 a„ t , , P "`k 1;11,11 11Y...3�:J:J�:.i7.:d° 1�= 9°1[ tl1:�f11 111°I`�' �'" :LL:d IT I� '.'t°� , `. I will be installing the following: Tanks ® Precast Concrete ❑ Fiberglass ❑ Plastic 0 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 .Lao- Sonat Date: 06-08-2016 MPCA License No.: #0192 Staff Review: Jg Accept ❑ Denied / G'c3t Reviewer: c( - R4r 3-342Date: 6/22/16 Reason for Denial: Comments (to be printed on inspection card): P rvvantk5ewvcv0- f)a.-. s. ncaQ by ovn,tr n I- b�.yyr 2/2 CITY OF ORONO—SEPTIC SYSTEM PERMIT APPLICATION it r�. I -( TMrl 1 "t vY 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 c:c SP TESTING INC. Steven 0.Schlrmers-951 Katydid Lane NE-St.Michael,MN 55376 Cert.No 627- State License#394- Phone 763-497.3566 - Fax 763-497.5011 www.sotestin&•wastewajerilcomcast.net- ubirmerswastowater,cern Fobruary 17,2016 r . TarynKalzer (pj3. ,SI(/ ' �-7q 755 Ferndale Rd. N. mac.' C y4 1, - -11bYV4�.0• rV" Orono,MN I This sito 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 fora Type 1V system,Type 111 seepage bod for Surma rm",Pi` a 5 bedroom home. Approval will be needed from the City of Orono for the system to 'c--°•t/ 2C f 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 pressurised seepage bed wit loyal B reatment aal/aq./ft. 962sq,ft,with a 3'separation using 513's#2,3,4& . oil boring#3 f-''—'com soil at elev.97.6 leaving the bottom of the seepage bed at elev. 100.6. Class 1,Multi-Re Aerobic Wastewater Treatment system which Is classified as standard under Minnesota Chapter 7080 rules will bo 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. Tho unit will be a 750 gallday. 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 Schirmora Wastewater Treatment Systems,Inc. A 2 year parts b 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 sent to tho homeowner,City,MPCA 8. 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 lines will need to be located prior to Installation. The tanks will need to be a Darwin pre-cast 2000 gallon spilt 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 affluent will flow gravity from the Multi-Flo to a now 1600 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 8.sound device. This is In case of a pump failure. Monitoring of the drainficld&Multi-Flo will need to be completed per operating permit. If the tanks have less than 2'of cover,the lids,risers &maintenance hole covers must be Insulated to a value of R10. Cieanouts for each lateral must be Insulated&be accessible from finished grade in an irrigation box with a ball valve. A water motor or event counter must be,Instatled to monitor daily Water use. The homeowner is responsible for the water meter readings. The mitigation plan is if hydraulic overloading would occur,a timer could bo 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 be to Install holding tanks. All neighboring walls 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. The 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. • l - MAXAMMILLeAth The tacks need to be maintained at•minimum oft than avow 2 years,cheek with • yea pamper to set up a sdaduds. System inspected for areas by owner e1 er inspector as determined by the love'emit of QoNnaasmt. a4 other reisubmssida as detnsbnd by the boat salt of lievamment. With proper datatlatiee$ata atlouaece,this system*hems have as problem to troullap septta effluent.lfeetevsly. Nothing other than Immo wastes tat then%lamb*ShOW11$11.water softness eta aboard be disposed'of tato the system. itseentatead baa alines he diverted oat of the system.Garbage&speaks ars net r000ussuded. btseedve amounts of soaps, antibacterial wpb cleaning aged",shower olwers axed wavy skewer i chlorine • spats may kW the bacteria seeded to treat septic Wilmot. Mathes ars sot rscommeatied. Race m mad lamedrtap be limited to d to 4 loads per day. The l ktitF We dolt eta seed to es pumped when tea settle solids reasb 40%. S ld mars • Wastewater will meet the pumper$steam out the MaltiPle at the same thea. Then will not be a cbarye Dont Solbmrs Mu.bewater as leap as pomp**is only needed t date way 3 yams. Tits pew charges from a Soeemd pamper ons you responsibility. Thank You Sims h1.Ssbbntre Tb!s rase sea from.n Advanced Designer 2-08/6 Bernie Winer �7S5 .cdn ct e Rd L. N. Date zo,t ie Multi Flow a Pressure Bed s w v.SepticRasource.00m (vera 18.2) Property Owner: Teryn Better Date: 2/3/2016 Site Address: 755 Ferndale Rd.Drones PID; Comments: instructions: r;7'?t 1 •site specificiInput Wi c?��!-adjust if desired E -self•caicutated(DO NOT ADJUST) bedroom Type t':II� ��TJ:}���i'ii;a.j+�t�l=if System z) 1750 IGPD design now (average flaw should be 4 70X of design flow) PRETREATMENT: (Residential strength to level'Al s) Fv...72;,; Galton Trash trap/pump tank to Muttl•ftaw reversed 750 trash trap-17.50 dose tank 4Tt.'-!';Galion Muld.flow unit gpm Fzlr;;;ft head TREATMENT pump li.,;f ice;doses per day I 15.6(gal/dose(treatment) Erl-i feet of [aria inch supply line leads to ©gallons of dralnback volume Ea gallons total pump out volume Timed dosing of 11111 sec ON (confirm pump rate with drawdown min OFF test and adjust as necessary) a) ETE Inches from bottom of tank to Timer ON float HI level Alarm to be set at Iefghl of tank apacity UV light req'd 140 DISPERSAL: 7) i:„:17i1 GPD/its Soli Loading Rate 1962 Ile(code minimum) Pf�:t;1Vj fts(design size/LUG req'd) Treatment Level A/B (must match soil boring log) B.:%fs l ft desired bed width, leads to a 45.8 ft bed length (2S'maximum) r) PM ft lateral spacing 5;1 4,,, ft perforation spacing (midmum 3 for both) G S I:j,:ilf 1 ;1 manifold connection la) E ]laterals 43.8 feet long 15.0 pens/Lateral 1105 Iperfs total (1/2 peri means the 1st pert starts at the middle feed manifold) n) 1;ti��i,3')!7a inch perfs at Efiaqi feet residual head gives 0.42 gpm flow rate per perforation (if bed has>1'of cover,increase residual head for cleanout rag's) for this peri size 8 spacing,a pipe rise on line 14,max perfs/latrral- Q,tine 110 must be less—) OX )t) Vii;_'1.1 doses per day (4 Minimum) u) 118 gallons per dose (treatment volume) 1.50 5x 14) (`Ilnch diameter laterals must be used to meet'4x pipe volume'requirement 2.00 3x u) Infeet of i'' i si Inch amply Une leads to © •• of dmhbeck vohana ['tap feed'manifold to control the dab bads) 163 NEEIN TOTAL pomp cut volume(brabnent•draft ac k) 17) =feet vertical lift from mop to drairdkid laterals, tads to a rq 4i 'GPM* In of had, DISPERSAL Pump requirement ('S0 gam+may mqu*eaddttlanal 34'head alkawmcs for discharge any) total. . -' len papers 19) 1500 gal Dem tank(code mtnbmum) _%`•:'':'';Sal Dose tank(deign sire/LUG nqd) at;:r; + :;pi an in Inch Petal(on Demand float, or Tinted dosing of4.2 ON (confirm pump rate illi drawvkwm (to deliver Average flow,64 of Peak design Raw) 9 bra OFF test end adjust as naoeawy) inches of from bottom of tank to*pump OFF float aa) 30 . . from bottom of tank to pomp car flat,at2 Inches to lU ti "timer OW float me dosed >A 23 undies from batten of tacit to IN Lever float,a33 ludas tela Lever float ff time dosed tO 923 genera reserve apadty (after High level Almm la activated) son•• 83 ekv.97.6 adhcs, or p ft.to Redac or other Wahl =IOW ods must nhntdh the tea boring log) 7reabment sore oemlabu i ;i! banns 03 soft credit amd Inches 50x soil credit as) alibidies, or 3.00 • of vertical separation required leads to bottom of rock no more thin elev.100.6 a) Q taches,or Elft. Below mdstfng ,sae COWL FOR FUTURE affilFICATION51U aft of rods below the pipe Wen of ruck to ower the pipe m) Overall liknensionc 21.0 ft.wide by 1 ft. tang Pressure Dad 'iq Rods Bed materials: ©ft.by 43.8 ft. by 14 inches total, plus Zai gees '30 or 1.4. 70 •• I hereby ceatfly that I have completed this work t„a000aduro with all applicable ordinances,rules and laws. titx/tom 9�Ch�5� iU VV1016 Sliehalae Coomony Eit ( ! I Ig ,c; I 51 N D DD 11 ik IOD c a I E f1JgjJI � D '8 al II in 11III_16PE dAIV1!1 [106 � 10a 1 �1 1 INSPECTOR CHECIQIST -Multi flaw-Pressure bed 755 Ferndale Rd.Orono ❑ WEIL ward= WY to prelsume rya d sewer ane (5 gait for 15 min) 50 to everything 100 to dbpersat area WM shallow wee. PROPERTY LDIES sabrde 10 to esanytldng Rud sAvdo piano**10 prep ane. Mats a bands:out of road casement,or outer etdn. 1AKB/BLUFF select 20 for bkdf. Woes GD_,,ice._.K2-_. Protected wetland_,. Bod0ag setedm 10 far erpyth ng.30 dor dragnet area. WATER LORI ander plasma stiff to bed,tsurk 8 salvor tine.(else nater ane b 1r below) ❑ sewer ane a baffle oamection (no 90Y, r between 4Y1.dope min 1'to tr,mac r in 81 Ow depth rods, dean eat wary 100, San 40 pipe) ❑ Sepik neck and rtrers (water tight.budded,proper depth,edsttas rarified by pumping) We - 200 gallons trash trap/multl4ow doe.are 0 Mier over autiet, riser over Wet or canter,and 6.Inspection pipe over any ranminirg baffles. 730 ►likcttldlowuntt W tight req Ya ky Treatment pump 30 gpm 10 had 18.6 pl 37 sac ON 29.4 mta OFF El17 it 2 tncb supply Una tbrwON float 15 adios frora�ttom MSL at 7i%tanJi coptudbe Diverse& ❑ Dose teak risers and piping (water tight,dredged,proper depth,drabpback) ❑ mfp 1300 gallons dale pip. 45 spm 14 head VERIFY PUMP CURVE 4.2 min OR 9 hr OFF Boat setting drop �7.6�knkSpe: at D , • 'D�• lwa.0 gal dose Bided by gpi'DISTAtlitr. Inches float drop(field corrected) LABEL pump reaheraents and drawdown oo riser or panel ❑ Cane lode madvebta from grade-30'max. J-hcak wap bola. Supply Una mass (no hard 50s) ❑ 2.0 teat supply pIpto sdr40,stoped i,r., supported by r EMO stew or oa ngected, and twig r.. ❑ mike bac/oontro!panel/electrical connecting ,.. Cad dimerokro 21 X 45.8 _ Rode depth below pope 12 Inches- -. Rede bottom elevation 34.0 lyases bum teed°to bottom of roar(mos) cover depth of 12-• VERIFY 7 laterals (1•2'tram edge of rods TIndh pipe ata (sch4O pipe a flutings) 7.0 ft latent spacing ❑ 3/16 inch perforations (smaller Is ok) ❑ 34 ft perforation spacing [I. Air inlet at and of laterals, and at top feed manifold. MUTT clear outs (deep bed r of had) Ono hard 90s) 4'trespecdon pipe to bottom of rack,anchored VERIFY lj Menden edging*Wens 0 moanuy f lite-iso axing trade certification monitoring ert ficat on g plem and type wett abendonnaaa tf necessary Type IV- performance" Monitoring and Maintenance Disclosure Property address The septic Raton designed for this site hes been chiselled as a Type W system and will therefore require onosMg monitoring end matatawkoe for the Life of the system. • tt Is theorems re penslbNLy to discuss these requirements(a listed on the permit)and their rowan,tamoYals and cows with their septic designer and/or mebttsttaaoe proMQer. Monitorind and sdets:na mos may tnc4de(but Is met'tinned to): -Nansdacturor required maintenance •Tank pvmping •Taking tab sampies It b the owners respeassildifty to hire an M.P.C.A licensed septic peal to perform this work,and for that protettlonal to submit en annual report to the toad Unit of Government. All other long term septic system costs such as repatn and emergency wrvice cats outside of any warranty cosign pf applicable),are outside the scope of this disctostn. I admordedge and understand Uswe remdrements.and agree to contract a licensed professional to manor and manta%this system. Ormer fib Date • Multi-$o Installer's Elevation Nate sheet . I&Silo&Arvinareeeadaondly b soslut with tt debt Then albete>sls,gateallyinabineedsvidamoutin.thir_pmpdala8owarixdom. dosisComa plpIS �dea vgdT+�&iaadsoddtu intdka9a soe 750 Gods ts Wet lout 17P s? 111' cb>,aemaa+aetiotat a■ 27* tsts Gado oboe= 7$S xr 71$' ._..sswr ,ffl!!! Poeuroy- aaPlift is to provide ed : the bubo latitertitAmignsk Id terve:oil:oh draw,slob • &on noedeolao Amapilaakra • .mss: .14satwe - z. IPAI eta . 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Soil Observation Log /� witm.SeptkResou e.com vas 12.4 1Y ' .t Zl��. rti'+ 2=,+xty2 : .r .:�`, fyc(+:; <•:5.�{, Property Owner/project: Taryn Kelzer Due 12/712015 Property Address/PID: 755 Femdalc Rd.N.,Orono Parent malls: 0 TM ❑Oubash ❑isapatine 0 A>;unarm 0 Organic ❑Bedrock landscape position: ❑Sanaa 0 Sttotslder 0 51de stope Q Toe shoe soil survey map units: He(.'2 slope ? 14 direction- . ;ti)0j s r. ! • Q Boring ❑Pit Elevation 103.1 Depth to SIIWT 62" Depth(In) Texture fragment% matrix co:or redox color consistence grade shape 0.24 sandy loam IOYR312-10YR4/3 Friable Weak Granular 24•44 clay loam IOYR 4/1 Firm Moderate Prismatic L 44.56 clay loam 10YR 5/6 Firm Moderate Prismatic 56-62 loam IOYR 6/4 Friable Weak Prismasip (62 X178 loam IOYR 614 10YR 6/8 Friable Weak Prismatic Comments: V 2 0 Boring 0 Fu Elevation 101.7 Depth to SHWT 66" Depth(in) Texture fragment% matrix color redox color consistence grade shape 6-30 loam-eroded 10YR3/3-410YR42 Friable Weak Garnett 30-42 sandy loam 10YR 3.2 Friable Weak Granular 42-54 sandy loam 10YR 53 Friable Weak Grvwtar 54•66 clay loam 10YR 513 Firm Moderate Prumanc 5.72 clay loam IOYR 513 10YR 6/8,10YR 7/l Firm Moderate Mundt ' Rc[?r• rei OlIM ct'inWate .SOf •Pn.r . ;; :u,,.s' 4,A:74,-; r,: ; 7:> 0 Boring ❑Pit Elevation 103.4 Depth to SHWT t" �q, Depth(in) Texture fragment 4o matrix color redox color consistence grade shape 0.12 loan10YR 3/2 Friable Weak Omuta, 12-36 clay loam IOYR4/3-IOYRS/6 Firm Moderate Pnmtanc 36-56 loam 10YR 5/4 Friable Weak Prismatic 56-58 sandy loam 10YR 614 Friable Weak Granule ,1/4.3.70 loam 10YR 6/4 10YR 6/8,10YR 7/I Friable Weak Pzamaric I hereby cern fy Zhu�orAA was completed in accordance will:AN 7080 and any local reqs. -- --5iL 514-1 ,,.sem rpt_ 3c+4 Designer Signature Company License H Soil Observation Log ww+• m cess 12.4 ,.ti ♦ T• i �- n>ej' 11 f(Z T i} s = Property Courier/project: Taryn Keizer Dam 12122/2015 Property Address/PID: 7551emdale Rd.N.,Orono '' + rrt rr� ` (.J"e q tlid6' r[`�14 00. Parent mates: Q na 0 Gutwash p taaamne 0 Alluvium 0 organic 0 Bedrock landscape position: 0 Summit 0 Shoulder El Side ewe Q Tec stove HcC2 soil survey map units: slope 1, direction- .. , ,�-"'. g'ry•i.. .,..5'+��i tt t' i{e>'F t ..`_'." , 4 0 Batng 0 Pit Elevation 101.4 Depth to Sl iW r 62" Dpth(in) Texture fragment% matrix color redox color consistence grade shape 0-24 sandy loam eroded 1OYR 412 Friable Weak Granular 24-42 loam 10YR 3/2 Friable Weak Granut,r 42-62 loam 1OYR 512 Friable Weak Prismml: ,•62,68 loan 10YR 512 10YR 6/8 Friable Wcak Prismatic 68-76 loam I OYR 5/3 I OYR 6/8 Friable Weak Prism,!,: Comments: 1$email hadtooQ =midis n08isaQ *lice ?en nr$96.-0,s,6,---; ----Pf3.7, 1 •5bs•+Iool•Oa,Pa0901 fflyso1Mvuoptarnt ul pant...hew poo qY 4gwy1 M t J latu:s p18u OS< kcal Mem ausap0tu will OS-SE um, osooi SP mem„ Sao= PIBN Aqd ortaaapd apOm uutti OS< 143o1q i'P' 3ia *meg' OS SE umasilgo scoot nmol SD aumui Sum11 PI P Amid ernwwd MBA"txu 1:1121jO-< bpory "'Pul t $*At 011111141 OS•SE clad VIM 01001 *SO 01 SD oue,w `COAs P18u OS< kco *rpwwd ataup0w tutg 119 atm 4132* algel0 OS SC 1'OWS 33001 00301 Sfl 141C4011 8oays D1243 laidis orpaa}ad oapow OutJ O-< q wpmcati 31amn *1010 OS-SC altd'pp 2$001 0$001 Sf> ode41 opts tnuamatoo MOO xopo3 solo*xpiew !S uaur?uj amu3y 0041443 NOW HS 01ytdaU .Auotts�aig lid❑ WPM NO (('' .1'0. o'rr P;i t =:ry:ii :t y _ � lL t •l4i I . �f'f:'•'1!sii y.111.�,( ,:F'i ,r', . F:y},y a i�.1t'! �� Ift_r"1ro1°T1°1;j•i DITKUti'd 31ub *Iq'F+d 1/L 11.101`9/9 MAOI US 11A0 wx0i Th t Pei orTTwg d NtWet *1411-ld FIS 11A01 17,1101 S9.4S 3JP 0 3;aaM *igttki Eft 21A01 wuoi,Spuet 4S-9L nIntuO newt, ai44I3d UC SA01 WWI 9Z-81 iD 1taaM tn3td Z/4 XAO I tool S I-0 *days apa2 *otr2uisuoo 10;03 xop3.1 ioio*xut3w yt 1cnufi`eg amna1 .S9 .L11HS m tPdaQ a0 (20 tP�Q WI1�+*ta ad 0 aaQe 0 Percolation Data Sheet lttaiifiggag01 Property owner:ITaryn Keizer Site Address:I75r Ferndale Rd.N..Orono 1 tuatoramedissiatmwataggessimmassessismastegewssomensiel Diameter 6 In Date prepared and/or soaked:] 12/7/16 I Method of scratching sidewall:jknife is presoak rem/Medi' yes '•Not required in sandy soils Soak'start time: 1:13 AM Soak'end` 12:00 PM 1 10:47 hrs of soak time: 1111 Method to maintain 12 in of water during soakjknide Test hole: #1 location: I 1 Date reading taken:( 12/8/15 I Elevation: j1031 Starting time: 1:23 Depth':' 12 'inches Solt texture desolation: Depth lin) Soil Texture ••12 inches for mounds&at-grades, 0.12 sandy loam depth of absorption area for trenches& --- beds Reading Start Time Time Start Reading End Reading Perc rate %Difference ()n) (In) (mppi) Last 3 Rates Pass 1 1,23 1:53 6.00 2.25 8.0 NA NA 2 1:56 2:26 6.00 2.37 8.3 NA NA 3 2:27 2:57 6.00 2.50 8,6 6.7 Yes Chosen Percolation Rate for Test Hole Y11 8.3 Imp! Additional percolation test data may be Included on attached pages Design Percolation Rate(maximum of all tests)= I 8.30 Impi Additional Percolation Data Test hole: 02 location: Date reading takercl 12/8/2015 JElevation: 1101.7 Starting tine:$ 1:24 Depth": 12 Itnches Soft texture desai•don: "12 In.for mounds&at-grades,depth D .4 (In) ' Soil Texture of absorption area for trenches and beds D-12 loam Reading Start Time End Time Start Reading End Reading Perc 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 3 218 2:58 6.00 2.50 8.6 6.7 Yes Chosen Percolation Rate for Test Hole#21 8.3 Imp! Test hole: D3 Location: Date reading takerci 'Elevation: Starting time•. Depth": ' 'Indies Soil texture description: "12 In.for mounds&at-grades,depth Depth(in) Soil Texture of absorption area for trenches and beds Reading Start Time End Time Start Reading End Reading Parc rate %Difference Pass (in) (In) (mpi) Last 3 Rates 1 NA NA 2 NA NA 3 1 Chosen Percolation Rate for Test Hole M3 mph • ffi • . 111 h ii . 'C . . . et, . ' '''' Ili i 1 . . .` i • . • 4 • 1 i; 1 . 1 . , • g A g ,ff. It 4 4 . 11 Ili .1 i 1, . . tgg v Bs . ea ./ ' 6 ' • . 1 • ) • \ -4 . l• • u._:_i .....„;,....0..,-,4-,...—.—...„,,,,1/4.0. t . I . `t• 72bM 7..7 , ir '. ic,.....0e0, 14,1\k, i.t. f : . , • . 'Z . i l*:,.!_e . - 1'0 4-7N, , •-, -.‘ , ) • 1116-51 !-til°1:-,t1 .1‘..ii -silt. vi. . 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