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HomeMy WebLinkAbout2014-00575 - new septic CITY OF ORONO II 11111111 II II 1111 1111 II * 2 0 1 4 - 0 0 5 7 5 2750 KELLEY PARKWAY DATE ISSUED: 06/24/2014 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 35 OLD CRYSTAL BAY RD S PIN : 04-117-23-31-0004 LEGAL DESC : AUDITOR'S SUBD.NO.230 OT 023 BLOCK 000 PERMIT TYPE EPTIC PROPERTY TYPE ESIDENTIAL 410 CONSTRUCTION TYPE EW ACTIVITY OUND SYSTEM-SEPTIC APPLICANT SEPTIC NEW 200.00 STATE SURCHARGE SEPTIC 5.00 ELMER J.PETERSON COMPANY TOTAL 205.00 5921 DAGUE AVE SE Payment(s) DELANO,MN 55328 (763)972-2420 CREDIT CARD 6257 205.00 Minnesota State License#: BUIL-219 OWNER GUERINGER ET AL,JOHN R 535 OLD CRYSTAL BAY RD S LONG LAKE, MN 55356- AGREEMENT AND SW RN STATEMENT The work for which this permit is issued s all be performed according to the approved plans and specifications,app icable City approvals,and the State Building Code. This permit is for y the work described and does not grant permission for additional or rela d work which requires separate permits. All provisions of laws and ordin ces governing this type of work shall be compied with whether or not spec fied herein.This permit will expire and become null and void if const tion authorized is not commenced within 180 days of the date o issuance,or if construction is suspended for a period of 180 days at any ime after work has commenced. The applicant is responsible for assuring a I required inspections are requested in conformance with the State B ilding Code.This permit may be revoked at any time for due cause. Oft,/7,,, aixa... --_-__ A i ermitee Signature Date Issued/By Signature Date I City of Orono FOR/CITY USE ONLY , 4W-410 P.O.K el 66 Date Received: ��7// Perm #Li ��f T Do 57� 27501I Kelley Parkway Crys>aal Bay,MN 55323 00 (952)249-4600 Amount: $ 3 `•'� A s. 1 l• e G `•'CFSHoO' CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION (All(permits must be approved by the On-Site Septic Manager and/or Building Official) Site Address: c3C ole) T Y S le./ &4y' Roy. Owner: ao AA ._ r '"ie-f-• Mailing Address: City: o Co c"1 Io _ Zip: Home Phone: Alternate Phone: Contractor/App.: 14+ iLP, r 3• c:it-0-5.0-A. 'r G. Contact Person: 3 ''` Qr"-g`I tb`4w"1 Address: $9 2 ! 0 au, ,4 t c.,5_E . State License #: Ai 1. City: I .e Zip: 5 S3� Expiration Date: PI Phone: 9`�S) 1 7 2,�2•o. Alternate Phone: 6ty 2—��©�' itil Residential ❑ Commercial ❑ Other � 7 a+'r Zx'«;L .. ':.%. x 31e . $:� ;,�." S7& l. ,,,t%17,.,. .. ...W.. t3. sa,d. „ ,r r 7a 75:7„. w .4 t New or Replacement System $200.00 Repair Existing Systen 100.00 (Tanks or Drainfield) State Surcharge 5.00 5.00 Total $ � 1 W:\(Permits)\Septic Permit Application-Updated Surcharge 07-28-11.doc 1 / 2 w .1.-1''''' ''''':;) . ate�a ::V' ,f .',Ki. +j1-7.1',‘;',1'zt „ f;::;i.Y ,$i"tt th'sz-�..'.i'',i..,a.Tat., 's 4'4' a , ''., , ' i k es 'k �S .», t Fill"in a1J appropriate°blanks and deck all appropriate boxes I will be installing the following: Tanks A Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other (list manufacturer) Number of Tanks: <_ Size of Tanks: /5oo7 1 ec..teorl ot..nt /GC76�« / ,/v1 &1-},' - /o Treatment System , ,,,` Trenches s.f. p„. r .qc, f M aA L� S s�{ 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 ofOrono 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. r� Signature of Applicant Date: —62 _/`"r MPCA License No.: 19 Staff Review: ❑ Accept i ❑ enied Reviewer: i - _ Date: 1,/5-/f Reason for Denial: Comments (to be printed on inspection card): W:\(Permits)\Septic Permit Application-Updated Surcharge 07-28-11.doc 2 / 2 1:ATTENTIONAP C N a r pix � 0 P Y� %.; , 111 1 . _ , •�rop.r a e;-•1 stain• C ep say p• •® • ® � , I will be installing the following: Tanks 1 Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other (list manufacturer) Numbef r of Tanks: / Size of Tanks: /'Soo y��(e oP� "'t^t /G a(5,„ l /►'� t,`-}, - ��o Treatment System Trenches s.f. �e r qe, 17)1c2 ce ST/) 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 hreby 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 trie State of Minnesota and certifies that all statements made on this application are comp ete, true and correct. Signature of Applicarllt Date: 1., ,62 MPCA License No.: � 19 Staff,Review: ❑ Accept , ❑ enied Reviewer: I ' _ Date: (1--15--/f �/ f Reason for Denial: Comments (to be prfinted on inspection card): W:\(Permits)\Septic Permit Application-Updated Surcharge 07-28-11.doc 2 / 2 CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION GENERAL INSTRUCTIONS 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. x ,;v/7s se to-4 5- 4_44 �o e.�4 _It p r fi i A-1 x - eft. , I " wN f /¢ 1-4►1',„ lc? icer 411."- 'u J„he-- ft 8✓'". Ps 6.1 17L J , W:\(Permits)\Septic Permit Application-Updated Surcharge 07-28-11.doc 3 / 2 SP TESTING INC. Steven B.Schirmers -951 Katydid Lane NE-St. Michael,MN 55376 Cert.No 627 = State License#394 - Phone 763-497-3566 - Fax 763-497-5011 www.sotesting.wastewater@comcast.net- schirmerswastewater.com May 2, 2014 CITY OF nfo t#o John Gueringer Date 0.0yg 535 Old Crystal Bay Rd. REVIEWED Orono, Henn. Co., MN The existing on-site sewage treat =nt system located_gn�t�s qty rex was classified as non-compliant by oth: s. (� u Compliance This site has very limited space for placing a new system due to wetland setbacks, fill soil & small lot. A standard system (mound system) under Minnesota Chapter 708 rules cannot be designed. The proposal is to install a Type IV, Performance System under Minnesota Chapter 7080.0179 rules for a Type 1, 4 bedroom home. The clay soil.will be removed to elevation 98.8 (SB#3) loam soil, then backfilled with washed sand to elev.103.3 using boring #3 with mottled soil (redox features) at elev.100.3 keeping a 3' separation from the bottom of the rock bed & redox features, then place a 1000sq.ft. pressurized seepage bed. To assure long term survival of the system, a 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 600 gal/day. A trash trap is installed in front of the Multi-Flo Unit. The unit requires to be serviced 2 times a year which will be done by Schirmers 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$200.00 a year (2014 price). A report is sent to the homeowner, City , MPCA & Multi-Flo yearly. Alir The sol seasonally saturated soil, mottled soil (redox features) are loco a Ofi All property line will need to be located prior to i Ila The existing tanks will need to be abandoned, pumped &filled with soil &a tank abandonment report completed. The first tank will be a 1500 gallon.dual chamber tanks reversed using the 500 gallon side as the trash trap &the 1000 gallon side as a dosing chamber(pump#1)which will dose 12.5 gallons every 30 minutes with a timer to the Multi-Flo Unit. The effluent will flow g vity from the Multi-Flo to a new 1500 gallon pumping chamber (pump#2)which 11 pressurized the seepage bed. The power supply&switches must be located ositside the manhole & pumping chamber in a weather proof enclosure. A wardevice must be installed with a light&sound device. This is in case of a pump failure. Monitoring of the dlainfleld, is required immediately after the system is installed. See the monitoring contract for the price. if the tanks have leas than 2'of cover,the lids, risers& maintenance hole covers must be insulated tlo 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 meter or e ►ent counter must be installed 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 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 systm during low water use periods. The second would be to install holding tanks. All neighboring wells are located greater than 100'away from the proposed treatment area. SP TESTING INC. Steven B.Schirmers -951 Katydid Lane NE-St.Michael,MN 55376 Cert.No 627 - State License#394 - Phone 763-497-3566 - Fax 763-497-5011 www.sptestin#.wastewatertecomcast.nee- schirmerswastewater.com Keep all heavy eggipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This design is not valid 18 the system will need to be relocated if failure to protect the sites for new on-site sewage systems. MANAGEMENT PLAN: The tanks need to be maintained at a minimum of 1 time every 2 years, check with you pumper to set ep a schedule. System inspected for areas by owner&or Inspector as determined by the local unit of Government. Any other requirements as determined by the local unit of Government. With proper installation & maintenance,this system should have no problem in treating septic effluent effectively. Nothing other than human waste, toilet tissue, laundry,showers,water softners etc. should be disposed Of into the system. Recommend iron filters be diverted out of the system. Garbage disposals are not recommended. Excessiveamounts of soaps, antibacterial soaps,)cleaning agents, shower cleaners used every shower& chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not recommended. Recommend laundering be limited to 3 to 4 loads per day. The Multi- Flo Unit will needbe pumped when the settable solids reach 40%. Schirmers Wastewater will m the pumper& clean out the Multi-Flo at the same time. There will not be a charge Schirmers Wastewater as long as pumping is only needed 1 time every 3 years. The pumping charges from a licensed pumper are you responsibility. Thank You Steven B. Schirmer This Design requires a signature from an Advanced Designer Bernie Miller Date SCHIRAIERS WASTEWATER TREATMENT SYSTEMS, INC. Steven B.Schlrmers —951 Katydid Lane NE—St.Michael,MN 55376 Cert.No 627 — State License#395 — Phone 763-497-3566 — Fax 763-497-5011 www.Sotestine.wastewatertkorncast.net— schirmerswastewater.com CONDITIONAL SALES CONTRACT May 2, 2014 John Oueringer 535 Old Crystal Bay Rd. Orono, Henn. Co., MN Schirmers Wastewater Treatment Systems Inc., agrees to sell to purchaser & purchaser agrees) to purchase the Multi-Flo Wastewater Treatment System as described below On the terms & conditions in this order: 1-FtB 0.6, 600 gallon per day Multi-Flo Wastewater Treatment System with AN alarm. Tax & $350.00 for shipping is included. A 2 year parts & service warranty is included in the price. There may be an additional charge for shipping & prie is subject to change. 600 gallon Multi-Flo $5116.00 4 beaker panel $ 850.00 TOTAL $5968.00 (75% -$4476.00) is due to order the unit with the remaining (25%- $14921.00) due at the time of installation. If there is additional shipping charges, that will be due at the time of installation also. Final payment is due within 60 days after the unit has been ordered if not installed. A 10% retainer fee may be kept if the sale is cancelled after the unit has been purchased &_re-imbursement will not be given until the unit has been resold. The above price includes delivery, assembly & installation. You provide the excavation & all the electrical installation for the system, & hook up between the tank,field or any wiring to the unit or inside structure. PURCHASER SELLER DATE SCHIR ERS WASTEWATER.TREATMENT SYSTEMS, INC. Sten B.Schirmers —951 Katydid Lane NE—St.Michael,MN 55376 Cert.No 6;7 — State License#395 — Phone 763-497-3566 — Fax 763-497-5011 www.sntestine wastewaterecomcast.nee— schirmerswastewater.com MONITORING CONTRACT& INOICE FOR 2014 After system is Installed May 2, 2014 John Gueringer 612.817.5969 535 Old Crystal Bar Rd. 952.261.6101 Orono, Henn. Co., 111N This monitoring contract for your Type IV On-Site Sewage Treatment System will Include: Inspect surface discharge Check inspection pipes for hydraulic overloading . Verify water use—owners responsibility to do readings COST: DRAINFIELD 1 X A'OAR $50.00 W/MULTI-FLO INSPECTION Please,sign & return with you payment upon receipt. Owner date Inspector date Thank You 2011-code Multi Flow- Et Pressure Bed www.SepticResource.c omm (vers 12.6) Property Owner: JohnGueringer Date: 5/2/2013 Site Address: 535 Old Crystal Bay Rd.Orono PID: Comments: • instructions: =site specific input =adjust if desired =self-calculated (DO NOT ADJUST) i) 4 bedroom Type IV Residential System 2) 600 GPD design flow ' PRETREATMENT: (Residential strength to level A/B) 3) ( 1500 !Galton Trash trap/pimp tank to Multi-flow split tank reversed 4) 500 Galion Multi-flow unit UV tight req'd 30 gpm 10 ft heakI TREATMENT pump 48 doses per day 12.5 gal/dose(treatment) r- 5) 5) 20 feet of 2.0 inch supply tine leads to 3 gallons of drainback volume 15.5 gallons total pump out volume Timed dosing of 31 sec ON (confirm pump rate with drawdown 29.5 min OFF test and adjust as necessary) 18 inches from bottom ef tank to Timer ON float s} Hi levet Alarm to be het at r 75 %of tank capacity DISPERSAL: �} 0.60 GPD/ft2 Soil Loadink Rate 1012 ft2(code minimum) 1012 ft2(design size/LUG req'd) Treatment Level A/8 (must match soil boring log) s) 22.0 ft desired bed width, leads to a 46.0 ft bed length (25'maximum) 9) 3.0 ft lateral mating 3.0 ft perforation spacing (maximum 3 for both) end feed manifold connection 10) 7 laterals 44.0 feet long 15.0 perfs/ lateral 105 perfs total •(1/2 pert means the 1st perf starts at the middle feed manifold) 3/16 inch perfs at 1 feet residual head gives 0.42 gpm flow rate per perforation (If bed has> 1'of cover,increase residual head for cleanout reqs) for this perf size Et spacing,Et pipe size on tine 14, max perfs/Lateral= 22 , line#10 must be less--> OK 12) 4.0 doses per day (4 minimum) • 13) 150 gallons per dose (treatment volume) 14) 1.25 inch diameter lateral (or smaller)will meet"5x pipe volume" 1.50 inch diameter laterals(or smaller)must be used to meet 4x pipe volume"requirement 1.50 inch diameter Lateral (or smaller)wilt meet"3x pipe volume" is) 103 feet of 2.0 inch supply line leads to 18 gallons of drainback volume (Tip:"top feed manifold to control the drainback) 16) 168 gallons TOTAL pump out volume(treatment+drainback) 17) I 10 feet vertical lift from pump to dispersal area, leads to a 18) 45 GPM 60 ©,feet of head, DISPERSAL Pump requirement (>50 gpm may req ire additional 3-6'head allowance for discharge assy) 19) 1500 gal Dose tank(code minimum) 1500 •gal Dose tank (design size/LUG req'd) at 12.00 gpi 20) 14.0 inch swing on Demand float, or Timed dosing of 3.7 min ON (confirm pump rate with drawdown (to deliver Avera flow, 66%of Peak design flow) 9 hrs OFF test and adjust as necessary) 21) 12 inches of from bo m of tank to"pump OFF"float 22) 26 inches from bottom of tank to"pump ON"float,or 12 inches to"timer ON"float if time dosed 23) 29 inches from bottom of tank to"Hi Leve[float,or 39 inches to In Level"float if time dosed 24) 1152 gallons reserve capacity (after High Level Alarm is activated) elev.100.3 using boring#3 25) 24 inches, or 2.00 ft. to Redox or other limiting condition (This must match the soil boring log) Treatment zone contains 0 inches 0%soil credit and 0 inches 50%soil credit r 26) 1.2"` inches, or ]ft.of vertical separation required • leads to bottom of " no more than: elev. 103.3 2-0 ( it inches,or a'ft. Below existing grade CRITICAL FOR FUTURE CERTIFICATIONS!!! 28) 6 inches of rock belo*the pipe 2 inches of rock to cover the pipe 29) Overall Dimensions: 22.0 ft.wide by 46.0 ft. long Pressure Bed 30) Rock Bed materials: 22 by 46.0 ft. by 8 inches total, plus 20%gives 30 yd3 or`1.4= 42 ton I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. "<*1Sl4,t,C2 10.1(, 5/2/2013 Designer Signature Company License# Date Installer Summary PRETREATMENT: split tank reversed 1500 gallon trash trap/Multi-flow pump tank 500 gallon Multi-flow unit UV light req'd 'tea I 20 ft of• 2.0 inch Supply tine to Multi Flow 30 lgpm® 10 of head, TREATMENT pump 31 sec ON time 29.5 tin OFF time Timer ON float to be set at 18 inches from bottom of tank Hi level Alarm to be set at 75 % of tank capacity DISPERSAL: 1500 gallon Dose tank(minimum) at 12.00 gpi 45 GPM® I 221 ft.of head, DISPERSAL Pump 14.0 inch swing on Demand float or 3.7 minutes ON time ft 9 hours OFF time 26 inches from bottom)of tank to"pump ON"float,or 12 inches to"timer ON"float 29 inches from bottorni of tank to"Hi Level Alarm"float 103 ft.of 12.01 (inch supply line with end feed manifold connection 7 laterals 11.5Q (inch diameter 44.0 feet long 3.0 ft lateral spacing 3/16 inch perfs [ 3.0 Ift perforation spacing 7 clean out&valve box assembly Bottom of rock no more than: ,o3,'3 41" 'inches,or 11-.01 (ft. Below existing grade 6 inches of rock beim*the pipe Overall Dimensions: I 22 I ft.wide by 46.0 ft. long Pressure Bed Rock Bed materials: 1 3011 yd3 or`1.4. 42 ton F- ' 1 rr fi 111 rl p O • 'd It 8 ql ] fl IL) $ 44 At— ri i . Pi i S 2 frt I ; ' 82 -ii 24 ki 1 Cf d r; (12' 8 w... 01 cr. X11 Ed g ' 1 4 1 d 41 0 i• I-: RL..., r4r..; 1 f g - i•-1 t--...... 4 it VI 11 4 � b 1 s ] iii t , s o Ai 4- i Ilk f Iiafll i 1 IA i I 1 is la 4.4 1 Si ul , -.1 i I ii 1 lhiSt - i- A i , \,. 1 ¢ r ca fp'uiiLi g • Monitoring and.Maintenance Disclosure Property address: The septic system for this site has been classifed as a Type IV system and will therefore require ongoing monitoring maintenance for the life of the system. It is the owners resrnsibility to discuss the associated requirements and costs with their septic designer and/or maintenanc provider. It is the owners responsibility to hire an M.P.C.A licensed septic professional to perform this work, and for that professional to submit an annual report to the Local Unit of Government. All other long term septic system costs such as repairs and emergency service calls outside of any warranty coverage(if applica le), are outside the scope of this disclosure. I, (owners name)acknowledge and understand these requirements,and gree to contract a licensed professional to monitor this system. Owner Signature 1 Date INSPECTOR CHECKLIST - Multi flow - Pressure bed 535 Old Crystal Bay Rd. Oro o 0 WELL setbacks: 20'to pressure tested sewer line (5 psi for 15 min) 50'to everything 100'to dispersal area with shallow well PROPERTY LINES setback: 10'to everything — Road setback: outer ditch,or 33'from center of township road,or 65'from center of cnty road LAKE/BLUFF setback 20'for bluff. Lakes:GD_, RD_,, NE . Protected wetland_. — _ Building setbacks: 10'for everything, 20'for dispersal area. WATER LINE under pressure Sc 10'to bed,tank&sewer line. (else sewer line> 12"below) O Sewer line&baffle connection (no 90's, 3'between 45s,slope min 1"in 8', max 2"in 8'). (no depth rep's, cn out every 100', Sch 40 D2665 or F891) O Septic tank and risers (wa r tight,insulated, proper depth,existing verified by pumping) mfg 1500 gallons trash trap/multi-flow dose tank Riser over outlet, riser over inlet, 6"+inspection pipe over any remaining baffles. 500 gallon Multi-flow un t UV light req'd Yes Treatment pump 30 gpm 10 head 15.5 gal 31 sec ON 29.5 min OFF 20 ft 2 inch supply line 0 timer ON float 18 1 inches from bottom HLA at 75%tank capacity Dispersal: O Dose tank risers and piping (water tight,insulated, proper depth,drainback) mfp 1500 gallons - 0 dose pump 45 gpm 22 head VERIFY PUMP CURVE 3.7 min ON 9 hr OFF O float setting drop 14.0 inches 168 gal dose LABEL pump requiis and drawdown on riser or panel ElCam lock, weep hole, suPp y line access (no hard 90,pipes reachable from grade-30") 0 supply pipe sloped 1/8"+, supported by sch40 sleeve, and buried 6"+. 0 splice box/control panel/ lectricat connections Bed dimensions 22 X 46.0 Rock depth below pipe 1 6 inches ` Rock bottom elevation 12.0 inches from Grade to bottom of rock(max) El cover depth of 12"+ VERIFY 7 laterals (1-2'from edge of rock) _ 1.50 inch pipe size 3.0 ft lateral spacing — 0 3/16 inch perforations (smatter is ok) O 3.0 ft perforation spall _ Air inlet at end of laterals, d at top feed manifold. VERIFY clean outs (deep bed 2'of ) (no hard 90's) 4'inspection pipe to bottom rock,anchored VERIFY `' Abandon existing system if Ty Re-use existing tank certification —_ monitoring plan and type well abandonment if necessary UNIVERSITY OSTP Soil Observation Log OF MINNESOTA Project ID: v 12.07.24 '' w` Client/Address: John Gueringer, 535 Old Crystal Bay Rd.Orono Legal Description/GPS: Soil parent material(s): (Check all that apply) 0 anwasn 0 Laaiaine. 0 Loess ❑ 118 0 Alluvium 0 eedrodc 0 Organic Matter Landscape Position: (check one) ❑ Summit ❑ Shoulder 0 6ack/stde Slope 0 Foot Slope ❑ Toe Slope Slope shape LL Vegetation' lawn Soil survey map units LrB Slope% 2.0 Elevation: 102.4 Weather Conditions/Time of Day: 1:30pm clear Date 04/16/14 Observation#/Location: #1 Observation Type: Auger I Structure-----------I Depth(in) Texture Fri Matrix Color(s) Mottle Color(s)kRedox Kind(s) indicators) Shape Grade Consistence 0-6 loam 10YR 3/2 Granular Weak Friable 6-30 clay loam 10YR 4/3 Prismatic Moderate Firm ' Concentrations, 30.36 clay loam 10YR 5/3 10YR 6/8, 10YR 7/1 depletions S1 Prismatic Moderate Firm 36-60 loam 10YR 5/6 10YR 6/8, 10YR 7/1 Concentrations, SI Prismatic Weak Friable depletions Concentrations 60-72 loam 10YR 6/3 10YR 6/8, 10YR 7/1 , . S1 Prismatic Weak Friable depletions • Comments I hereby certify that I have completed this work in accordance with all applicable ordinances,rules and laws. 9w.a...0 c,w..cs <:" '; L. .- ` , 3-,%4 S-2-1 k (Designer) (Signature) (License#) (Date) w r.....+.r M.rnn.w+ Additional Soil Observation Logs s°wmGO �rRffiATMffi NT "^� ,�„ Project ID: PROCSRAM .3V, Client/Address: John Gueringer, 535 Old Crystal Bay Rd.Orono Legal Description/GPS: Soil parent material(s): (Check alt that apply) 0 outwash 0 Lacustrine 0 Loess 0 111 0 Alluvium 0 Bedrodc 0 Organic mer Landscape Position: (check one) 0 Sumrnc 0 Shoulder 0 BadWS+de Slope 0 Foot Slope 0 Toe Slope Slope shape LL Vegetation grass Soil survey map units LrB Slope% 2.0 Elevation: 102.2 Weather C.onditions/Time of Day: 1:30pm clear _?f te__ 04/16/14 _ Observation#/Location: #2 Observation Type: Auger Depth(in) Texture Rock i"""'""Structure------1Matrix Color(s) Mottle Color(s) Redox Kind(s) Indicator(s) Frag.% Shape Grade Consistence 0-8 loam 10YR 3/2 Granular Weak Friable r . 8. 12 loam 10YR 4/3 Granular Weak Friable 12-26 day loam 10YR 5/3 Prismatic Moderate Firm 26-36 clay loam 10YR 5/3 10YR 6/8, 10YR 7/1 Concentrations,depletions S1 Prismatic Moderate Firm • 36-72 loam 10YR 5/3 10YR 6/8, 10YR 7/1 Concentrations, 51 Prismatic Weak Friable depletions Comments Observation#/Location: #3 elev.102.3 Observation Type: Auger Depth (in) Texture Rock Matrix Cotor(s) Mottle Color(s) Redox Kind(s) Indicator(s) I"'"'"'"Structure-----------I Frag Shape I Grade Consistence 0-8 loam 10YR 3/2 Granular Weak Friable 8. 14 loam 10YR 4/3 Granular Weak Friable 14-24 day loam 10YR 5/3 Prismatic Moderate Firm 24-42 clay loam 10YR 5/3 10YR 6/8, 10YR 7/1 Concentrations, S1 Prismatic Moderate Firm _ depletia�ps 42- 60 loam 10YR 5/3 10YR 6/8, 10YR 7/1 Conc tt�os s' S1 Prismatic Weak Friable 60-66 sandy loam 10YR 6/3 10YR 6/8, 10YR 7/1 Concent rat ons, S1 Granular Weak Friable depletions Comments 66-72.loam- 10YR 6/3 .10YR 6/8, 10YR 7/1 -CD-S1 - Prismatic-weak-friable Li_ , '.. - ,..„ -........ 0--, I • • . 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X87:r 39�a�s-c (e� - $1.'t ttrotte-A7r s$.5+io tfi3O.a 4.5 20=l b°Jwivs • L r 4.1045ox. 3t<'11t.o 0.,5 X00 dt.ators ow�Sos ��, t0a.y aa, 44, 10314 3'.`c' SET-BACKS •43 3-•4 '40 40.-1,- --). 3184.s -~' G>u•' 3.,. -GO'- i40'4s4N• 4.5 HOUSE System must be: smup?vv.-4•s' \.-o t.--" SJi_1--. • Tank 12 from wetpr ''f Tyres • 54�"y-3.p`-or 41.14 132 from t>idgsk•krt. e,4e`a-3.0`- ',9.z . Treained area 'from lokes,. 2*earns 4t�1-t �/1^ = S-431*•3-3,S'- 9c • ' • ' Treatmenttree RC2.'fromlyfines , l0`1•�• ; 19?N1 98.5, • 100.0 . . 1.42;from wells' So fines ,.,.. /o-fv4s»,, v�v�)o3.0 3s2.,from bidgs. . , --fw•o , . gt..s .— from trees 5 4' 0,•(.„,�.4- SOIL BORING a.E1►an0e C. riuc_ 1� 1oa.a IOmML—.. • _ „Cie. o iO3.3� o �l 2- '.- O • •-•i )02..4 TH 2EL.-132x: a.a'- ioo.o 7sooyl p>1►t -►01'= W As�l4�a Gmde="/o sign lli."3 EL.-4.12.1.3 •0 /n n Oros to'Tank fl,-;..s.�� (44' 50 I- `"A' T t'4EL-___ 7 tree. los' r ____•__� crK�►i1 TH.'5 EL-_. Maa.l"'fo4' - * g �-- 6 • ,. / 1 vitAk.e_4vittrw 46'i1- Chamber Wa I �- �t8•� Q.EVA710PI at PROPOSED PllM i wi _ A'ta s dta.ripees a-,..5rft,,��-,,d00i.34- *j. 1 5 00 CHAMBER-h (g t 61,4+:0 • - • SYSTEM OESIGl1 wt T,nbr< 41.46., +2 50ee.RA>.‹..-Q'z t ►�y i o 't •' ---.) _ TYPE-1-, OE - Prctalafejufct(design113omr ) fes nom '_! tt 1 c_-q 1, f- _ • Treatment area receral wt...;' of rod'filler material J o 1 a. . sq ft '0 . • . - Nu nber of Was requiredIt�1st Conk 1500 gal, 2nd tont=got.mirinxms , . •Ouj.l.N11M'b 100ylotteilts Peon rock 3o cu.yds. (3/4"to 21/2"da.,ndudes 2"above pipe) 'N.wer-o caw:ce-iscS.ow um tel ply(;Bulks% t_,�.10/ASav<c2 Pawl,g`a. Pumping chamber capocity- 25%of daily sewage ibw'of(000 gal=15ogal t * Piipe.back /off t gel= got mp. 635 ON./1, 001s<ito1/4-.1:044 i&o• 1.5.•{{,.•„ .. 1.35-iii- M►1,315c�O art tdq. f74ds40 MtS �k�4k3a O0. (Reserve storage =leo-gal/be bedroom oo =9oo•goLrpipe bock droJnuge- 'gel./100En.ft. . pipe-lengthofpipeneededapp/vg ft. = .gd) a4�.M,31,,441''',P r��3..� pump Sae 'tom hp w/mermy float pomp controls use a�4 1 1-V0A > 'mss )•CS1 SI.Nl MAT - ' s go`1/H_,.4v,. �1 . t __.".'9.'.",�T' e' r' /Y '. ,1 'r_ 1L. _ ne: 1r Mllfl. . —5-4"- ,J • ."• t constructing ng bed.- , the area should be shaped Hole:t*stonce�from nC treatment 1�5 0`-t4hs S e Designed o- to.divert run-off from entering treatment area. Dole. /�/1±, PN.`►b3-497-3566 i'1 Li 9 ec `S . . : . tt it: S' 0 :1 . s . 'f4 Q g--, tc: :N. ... Gi•eN - . , KN i e • r. . , ill • . . c. (ili . . , o ift t : • r If l — ? 1 .4 et . • i IA . . VI' f :/ / / /_E .w ) el\ e b \ ...__ 'c - co • �. - A • ?p • n . ND g ilI .tEi . 8 R 1 . rit r 5.1....1 j . -%....... . g 1 P.: k %- 43 t' Ci 14 pia a g a a o . .0 . siZIP i in i• i q 0 . /Pr- ....--")..°......'.." *.d' - IIIIIIL ri ` t II Q i N 1C js1Gx u 1.• 1Cis.1t.'t' ^1 I�'I..0 O `014541415%.11`10,.A frAMv r , 3.135 'EQ'4'K'1 ` 9A1 3K ‘...1i4f--f 64. ihripti. t02.10 i'3 ' o tsAty 1 1 - - i u .. -, - - ' 407..4• 1"0° (o' .1 • 5 tat+..D4iS 4 i i*.sros"t Ng 41010-s"-u."' .. . : • _5\4. 0 An W111. - . )"0" # �S.t4-1iaf,S /0 t a sates x 311'4.4 't res .. ..._. - tip' , >Z� 1$4}..f.� 11..W.1-"e• " '' T 7.:7= 13�i i ,_ bt1�i1 faW -.... �' *-l.v,A4.dr i �to..yc to,4„rt �F•5;2o =i b9 w+o� 1 .-•3 --' ; ii•to<tSolt. 36.'k 1.o ic., 5 4 V st ho to=4010-1 e P•t-, to2.y 'Fo' 44,1 1=3.3 3•s' SET-BACKS 4tr Sas -t,4 40 c.3•'44--)• 3 y14.S g rLwv.3A.: 4.13 C - Go - 1401,1 HOUSE System must beg $ 4.7' \..-c•A SJNL. • • Tank fromfrowells tire' o3... 33 u`+ 9 t�, 112 from bfdgs- • ' a • Treatreeri area •= from toles,. .sties as p 5•V7 s'a -1 ,el '- tsig Ad i Treatment brea.10.:from property fines ► 'VA, tnv h?w1 ' ' MIL'from well ' be' / fo- • IMIHPI rfil ,'- '4'R �ro .� . CO • _ q . • 10Q.o .2.4.:HoebklgS. roa ( '" f ' SOIL BORING ELEVI "wI ..scz -,jR9.O /450.5 AP • •• '!' , _,min.- T O 1 w • �.._ , {'f3o't�ah 1.03.3 0 TN" EL.-.1231.1 1- _ 9 A'ah • I , ::,a4uate-- I JO/..4 - 72EL.-4123. 1.7.' 1oo ,o / 'Seoy.1 ►oeay l ;,721. r ' ' -J o 3•- u.)-0 •10:1 Grade-%slope TH.~3 El--.1.12-1S a•c� cx v.3 sw prop to-rank• �.s.,� gel 1... � ?N.4 EL: . Kim rto 8' - 1 •pumprq , • _._1'$o-Ffo�• TN"5 EL- ' e, • Max.rio4a - alt _4,� gnorrnber era 1--- _._-• ._ • , - 4113.3 F .E11XI at PROPOSED Pl e p,� o �e 7. .1_ piAMt31=R 1s� (ground eteva c1.4•+.0 'ko 6 d'to. ' `izi �51+tlie... st.". 4 `�., - I 5 0O oJo( `4wti t±_ ,d . • ` wn v�z� �R,11��-fid 7.v m DESIGN • _te °'tom11- ='4 AMA- - - - -- • .TMPE-'1-•x'4 _ Percoto6orr nate licUn n/i ch rods)- _,,1�' of-- '1 ...�._et 1,4 •- - Imbues* area required wa"• of rock filler moteribL O 1 ot, . WI. '• • _ • • Number of tadts req ledL 1st kink 15oo gel, 2nd 'got. rririrrsorns ' 131R.-4.44 it MVAtbc. 00%40080o aeon rodr 3o cu-yds- (3/4"to 21/2"d l).;xndudes 2"abova pipe) rte ofq*0 ,N,au talo - - pROPSTTY OF: doNha usa o •A, "PAW? e` t f .bads e.11... S35 Dv"s� 01,ba<A1/4-'P Iv. chamber cepaa'ty= 2S"!o of dodo seuroge fbw'of 60p gal;,,;�gd. �- gal'= -��` n,� D 4. M t>J t o o .�4 dR ( Reserve storoge =1So�ga'%be oorn=9or>gd.t pipe bock drairtioge-._ .tegat./IOOGn,ft.A"pipe- length of pipe needed op iL -.ft. =j.gal) D M rS L-k s7. VO lilt "'a Pump the 1/'a hp w/meraxy float pump contrite u a.. t .t --.: '�'== .- . _ .. I pu, ,P r+# 13 n tV . r " 30 -se NA mi. D. . ned S-:P TESTI G#1 . . 1 _ urver4 Vtleyte"R Note: When constructing bed- ,.this ores should be shaped Note: Distonce from treatment area to wens- k,.divert run-off from entering treatment area. 1_.4:6>Srf��-'`` �ArS1 .loo - ` S �•�� egg P3 PH..y� -497-3566 . . Dote:. / /t'� INSPECTION NOTICE I D 'TE TIME II CITY OF Ora A 6 CALLED-IN Q/ TE �D/,/r b y`7 S SCHEDULED / eZ I. 3Z v PERMIT NO. �t J COMPLETED _ ADDRESS — Crl Pr A: t G, OWNER/COTR. ❑SITE INSPECTION 0 MECHANICAL RI 0 INSPECTION ❑CONC SLABS 1 0 MECHANICAL FINAL OLLOW-UP ❑FOOTING I 0 INSULATION 0 COMPLAINT ❑POURED. WALL 0 RATED 0 FIREPLACEINKLE ❑FOUND.DRAIN/',GE U G FINAL ❑SPRINKLER SYSTEM ❑FRAMING 1 PTIC INSTALL 0 0 SHEATHING 1 0 SEPTIC FINAL ❑ 0 PLUMBING RI 1 0 S&W HOOKUP ❑ u 0 PLUMBING FINAL 0 GAS LINE MANOM TER i r oCOMMENTS: —c ss�c a I. k �+' 2 II/ J w r 8 r 2 C CI H A '‘.•• • 61 (. 0'1/4„, ta CC I R a. �Of C — a CV/"f O I 2 O ' W cc Q ca W Z W cc I C3 Fe F ER CORRECTIONS MAY BE REQUIRED 0 PERMIT FINALED W ORK SATISFAC ORY: PROCEED 0 PHOTO TAKEN O 0 CORRECT WORK `PROCEED U 0 CORRECT WORK.1 CALL FOR REINSPECTION BEFORE COVERING 0 CORRECT UNSAF CONDITION IMMEDIATELY. 0 STOP ORDER PO TED.CALL INSPECTOR 0 INSPECTION REQ IRED.CALL TO ARRANGE ACCESS. TO SCHEDULE YOUR INSPECTIONS LEASE CALL: (763) 479-1720 etro West Inspection Services Inc. Owner/Contr. on s i e: Inspector: • CI 11 INSPECTION NOTICE 1, D✓ I DTE TIME CITY OF pm4o CALLED-IN d/6�y , IIIA ao ,t/ A,..,4 SCHEDULED / le ao PERMIT NO.I COMPLETED ADDRESS T 53S Of el Cryslig/ icei tri. OWNER/COITR. ❑SITE INSPECTI9N 0 MECHANICAL RI 0 REINSPECTION ❑CONC SLABS I 0 MECHANICAL FINAL 0 FOLLOW-UP ❑FOOTING ❑INSULATION 0 COMPLAINT ❑POURED WALLS 0 RATED EMBLY 0 FIREPLACE ❑FOUND.DRAINAGE NG FINAL 0 SPRINKLER SYSTEM ❑FRAMING PTIC INSTALL 0 0 SHEATHING 0 SEPTIC FINAL 0 0 PLUMBING RI ❑S&W HOOKUP 0 t_ 0 PLUMBING FI4L / ❑,GAS LINE M METER 0 o COMMENTS:I h.,.% f -- Dati.4.4 Mak /_ /S-�,I C — ,,/ --k_ ApQ • l�r o .5.4/1-.. — —J r1 - 1X3 ,'- 2 Lu a / I cc8 /444 ii— re-- C/Qtk --.(. cc0 w 4.7cc 4 f---- L./1/ -ve...1 — 04.1.4Ant j./..) ,‘C.-- 60,•,„mt)(741 142, . iz ....‘,r „f ______ I•J ..._ ,4-i 44.f a _.74fd F.(W cc FU ER CORRECTIONS MAY BE REQUIRED 0 PERMIT FINALED W ORK SATISFACTORY: PROCEED 0 PHOTO TAKEN p 0 CORRECT WORD&PROCEED U 0 CORRECT WORK.CALL FOR REINSPECTION BEFORE COVERING ❑CORRECT UNSAFE CONDITION IMMEDIATELY. ❑ STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. TO SCHEDULE YOUR INSPECTIONS PLEASE CALL: (763) 479-1720 Metro West Inspection Services Inc. Owner/Contr.on site: Inspector: -7."14.- 9 INSPECTION NOTICE DATE TIME ITY OF ©/C//��D yO CALLED-IN SCHEDULED°f4/77:-:— n PERMIT NO. &oI "- (96-5-7.3- COMPLETED /,' �"M ADDRESS .5-3,5-.5-3,5- O/d `�A>,3-24 // 6 4� AV OWNER/CONTR. ❑SITE INSPECTION 0 MECHANICAL RI 0 REINSPECTION ❑CONC SLABS 0 MECHANICAL FINAL 0 FOLLOW-UP ❑ FOOTING 0 INSULATION 0 COMPLAINT ❑ POURED WALL 0 RATED ASSEMBLY 0 FIREPLACE ❑ FOUND.DRAINAGE 0 BUILDING FINAL 0 SPRINKLER SYSTEM ❑ FRAMING 0 SEPTIC INSTALL ❑ 0 SHEATHING %SEPTIC FINAL 0 Ili 0 PLUMBING RI 0 S&W HOOKUP 0 0 PLUMBING FINAL 0 GAS LINE MANOMETER 0 o COMMENTS: • Septic system located at: • 63 6-d ©lcPCx s/4/ 8A �� w complies with MPCARules 7080,81,82,83 and • is a compliant system. cc/ ccw cccc cc FURTHER CORRECTIONS MAY BE REQUIRED KPERMIT FINALED 0 0 WORK SATISFACTORY: PROCEED 0 PHOTO TAKEN O 0 CORRECT WORK& PROCEED U 0 CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING ❑ CORRECT UNSAFE CONDITION IMMEDIATELY. ❑ STOP ORDER POSTED. CALL INSPECTOR ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. TO SCHEDULE YOUR INSPECTIONS PLEASE CALL: (763) 479-1720 t 6d Metro West Inspection Services In k Owner/Contr. on site: Inspector: 37 44,._ INSPECTION NOTICE }� DATE TIME V CITY OF v CALLED-IN SCHEDULED ?V— j PERMIT NODIDly-- O6M11 7S COMPLETED /7' 3r 6 ADDRESS 73' o/ a/t75f ig.9,j' ir4a�. OWNER/CONTR. / ❑SITE INSPECTION 0 MECHANICAL RI 0 REINSPECTION ❑CONC SLABS 0 MECHANICAL FINAL 0 FOLLOW-UP ❑FOOTING 0 INSULATION 0 COMPLAINT ❑POURED WALL 0 RATED ASSEMBLY 0 FIREPLACE ❑FOUND.DRAINAGE 0 BUILDING FINAL 0 SPRINKLER SYSTEM ❑FRAMING SEPTIC INSTALL 0 0 SHEATHING SEPTIC FINAL 0 0 PLUMBING RI 0 S&W HOOKUP 0 u. 0 PLUMBING FINAL. 0 GAS LINE MANOMETER 0 o COMMENTS: D/ A.GfSo Q ��" GL /L� J W "iht �0 k.0 Lid O.t,. /.61,..G Z J J 2 1 CC 1I W a_ cc 0 cc0 cc co• l W W ' cc d ckURTHER CORRECTIONS MAY BE REQUIRED 0 PERMIT FINALED W WORK SATISFACTORY: PROCEED 0 PHOTO TAKEN O CORRECT WORK&PROCEED U ❑CORRECT WORK.CALL FOR REINSPECTION BEFORE COVERING ❑CORRECT UNSAFE CONDITION IMMEDIATELY. ID STOP ORDER POSTED.CALL INSPECTOR d INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. TO SCHEDULE YOUR INSPECTIONS PLEASE CALL: (763) 479-1720 Metro West Inspection Services Inc. Owner/Co . n sit • Inspecto