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Home My WebLink About2017-00341 - septic �.-' , CITY OF ORONO * 2 0 1 7 - 0 0 3 4 1 * 2750 KELLEY PARKWAY DATE ISSUED: 04/25/2017 ORONO,MN 55356- (952)249-4600 FAX: (952)249-4616 ADDRESS : 780 LAKEVIEW PKWY PIN : 06-117-23-43-0021 LEGAL DESC : LAKEVIEW OF ORONO : LOT 7 BLOCK 3 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT) ACTIVITY : SEPTIC(MOUND) NOTE: 3 PRECAST CONCRETE TANKS 2250 COMBO- 1300 LIFT APPLICANT SEPTIC NEW OR REPLACEMENT 400.00 HAYES&SONS EXC.INC. TOTAL 400.00 Payment(s) 263 82ND STREET S.E. CREDIT CARD 5293 400.00 MONTROSE,MN 55303- (763)479-1762 Minnesota State License#:sept-L640 OWNER Gonyea Homes 780 LAKEVIEW PKWY MOLIND,MN 55364- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and speciffcations,applicable City approvals,and the State Building Code. This permit is for only the work described and dces not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections aze requested in conformance with the State Building Code.This permit may be revoked t a time fq due cause. I �' � ,.��/// � ,� Ap icant Permi e gnature Date Is ued B ignature Date ( _ ��N City of Orono FOR CITY USE ONLY O P P.O.Box 66 2750 Kelley Parkway Date Received: L� � �" � 7 � �y Crystal Bay, MN 55323 Permit# G�p /7 ' � � � p Phone:(952)249-4600 n �''krs�io0.� Fax: (952)249-4616 Approved 8y: /�� - Amount$: �Q - `�%�y/�7 CITY OF ORONO -SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Official) Job Site / Owner Information: Site Address: __ ) Sj�J � � �r'��! � `�w �{ Owner: v��^�-��, ��v�.`� Mailing Address: CitY� Zip: Home Phone: Alternate Phone: .Contractor/Applicant lnformation: .�__� . , _ � I Contractor/App: ,�1 �-( �'S >c�-� ' Contact Person: -''� . Address: �F�� f- S L State License #: __ � (o �� City: /�'l r.�,rfi�� Zip: _�� Expiration Date: ? , j �_ Phone: �7 C� �� - �7 �= '_/ 7 - ? Alternate Phone: � i 2_ (o� �J�� TYPES OF OCCUPANCY � Residential ❑ Commercial ❑ Other r ** ATTENTION APPLICANT ** Fill in all a ro riate blanks and check all a ro riate boxes. Tanks: �-Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other: ,Number of Tanks: � Size of Tanks: ��- 2S� C�� oc� /� � '� Type of Activity: ❑ Trenches ,�Mound ❑ Pressure Bed ❑ Chambers ❑ Holding Tanks ❑ Pre-Treatment ❑ Other NOTE: Provide an As-Built of the system before the final inspection. A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS. Page 1 _ 1 PERMIT TYPE AND FEES . . . 1�� _.. New or Replacement System $400.00 Repair Existing System 100.00 (Tanks or Drainfield) Total $ ��> '�"-. 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 comptete, true and correct. _ Signature of Applicant �.-7� ��'� Date: `j`-' 7—� 7 MPCA License No.: �-- � �� Staff Review: cept Denied Reviewer: Date: � � I y Reason for Denial: Comments (to be printed on inspection card): GENERAL� : , S ;:. ,� ,,��a::. � ; 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. A�I 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. Page 2 � � , • c . THIS SYSTEM IS DESIGNED FOR `D�CG�,� ...�BEDROOMS. ANY INCREASE IN NUMBER ��Z�� f ��Q� OF BEOROOMS INVALIDATES TliIS OESIGN. �,tiJ '�� "�� Jose h Ols � � p on D.B.A. 1 °l 7-d� Rusty Olson's--Soil and Percolation Testing Joseph J. Olson--:�1PCA License#810 I1-�81 Ri��en�ie« Rd. `E, Hano��er, �1ti �_53-�1 (763) �198-8779 Fax (763) a9$-829p December 1-t. �U16 Gon�ea Homes 780 Lake�ie�v Park�ay Orono. Hennepin Cuunt� This on-site Sewage Treatment System is desi�ned for a T}pe 1,five bedroom home in accordance with the Minnesota Pollution Control ,4��enc� Chapter 7080 and Iocal ordinances. The periodicallv saturated soils were located at 23-�6 inches(mottled sail). Due ta the periodicalh saturated soils,a pressurized mound system ��ith 6 inches of rock 4vi11 need to be installed to treat the septic eTtluent. The b�ttorn ut the treahnent area must be located at least 3' above the saturated soils.This s��stem is designed w ith 6 inches of rock. � The soils at a depth of!�"have a percolation rate averaging 9.9 MPI. A?2�0;allvn septic tanks needs to be installed. All tanks need to be insulated if there is tess than two feet of cover aver the t�p of the tanks.Clean outs must be installed on the end of the laterals for maintenance. Use 7 ;? inch perforations on the laterals. A 1300 gallon pumping chamber�rill need to be installed to lift the eftluent to the treatment area.The power suppl� and switches must be located outside the manhole and pumping chamber in a weatherproof enclosure. A��arnin�device must be installed with li�ht and sound devices;this is in case of a pump failure. A flow measurement device must be installed�. Includinm but not limited to a water meter.event counter.running time clocks or electronically controlled dosin��. Kee�all hea�� equinment off of the oronosed treatment areas before durin�and after construction The area around both srtes must be fenced off b� the contractor befare any construction beeins With proper in;tallation and maintenance.this s�stem should have no problem in treating septic et�luent effectivel�. tiothing other than gray water.(laundry, showers,etc.}Human uater and toilet tissue should be disposed of into the septic tanks. Garba��e disposals are not recommended.Additives must not be used thev rnay cause harmful damage to your septic system. It is recommended that you pump the septic tanks every t��o�ears. Sinc�. �� CITY OF ORONO Joseph J.Olson SEPTIC PE tT PLAN �VI .W ir�srFCTox DATF. �' P RMI� NO. 2(9 7" .7L�'� j� n r�c��r.n ns s�•��ir-rro �� APPR(')V'lii)1t'ITH C(1RRt:CTIO�S AS NOTf:D KO'1'APPROV'F.f�-CORRF.CT&RF.St;B�11T Tlu,c cwu�ucnts urc for your information. All work sh.�ll hc cianC in full coin��liancc with all ap��licablc scrtic and zoning cudc. 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C� 1` p � !�..i i � � �!` c , b _ � � �� a• � � �� " � �' � �- � � » � ► � , ��d � _ ; ; � . + ;�, � « • . ,�� '��` �� . � s . fi ;� .� .. � . .� � � � .� � � .� . � �� w : °� ' z ' � � �� '. 1 , .► f '� � ;� � � � . �� ;� , ! � , � ',�, r � : � � (�, �a p� I '7 � �'� r � ' � }� �°=�°�-�- � . r �� . } ' � � �` ��i � � � � � � � � � t � �� .� � � . �� j � � : , � �� : l �� F � i � � � S � � � � �V;-� t � � t � � ,�a�� -� �.� .�� v � w �� s ' � "� � � ,� ��, t 2011 purplecode Mound Design www SepticResource com (vers 15 2) Property Owner: Gonyea Homes Date: 12/14/2016 Site Address: 780 lakeview Parkway PID: Q611723430021 Comments: instructions: � =enter data � =adjust if desired � = computer calculated - DO NOT CHANGE! �bedroom Type �� Residential System _, 750 GPD design flow Yes Garbage disposal or pumped to septic 50�targer tank with multiple comp/tanks a� 2250 Gal Septic tank (code minimum) 2250 Gal Septic tank idesign size ! LUG req'd 1 Tank options: none �•Z GPD/ftZ mound sand toading rate con[our loading rate of 12 req's a min 62.5 ft. long rockbed n� 10.0 ft rockbed width 63.0 ft rockbed length �� 3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both} end feed manifold connection s �laterats 61.0 feet long 2t.0 perfs / lateral 63 perfs total �1/2 a perf ineans the first perf starts at the middle feed manifold) •�� 7/32 inch perfs at �feet residual head gives 0.56 gpm flow rate per perforation for this perf size Ec spacing, & pipe size on tine 1 Z, max perfsitaterat = 30 , line#8 must be tess --> ��. ��,� 4.0 doses per day ( 4 minimum� i>> 188 gallons per dose Rreatment volume j 2.(30 5x i�. 2.00 inch diameter laterats must be used to meet"4x pipe volume� requirement 2.00 3x ��: 85 feet of Z,Q inch supply line leads to 14 gatlons of drainback volume {Tip: "top feed" manifold to control the drainback► �-�, 202 �attons TOTAL pump out volume (treatment+ drainback) i� 10 feet vertital lift from pump to mound taterats, teads to a: �� 36 GPM� 19 feet of head, Pump requirement (note: >50gpm may require an extra 3-6'of head) �� 750 gal Dose tank (code minimum} 1300 gat Dose tank (design size / LUG req'd) at 25.49 gpi leads to a �s, 7.9 inch swing on Demand float, or timed dosing of 5.6 min ON (confirm pump rate with drawdown (this delivers Average flow, =70�of Peak design flow►�9 hrs OFF test and adjust as necessary) i•�� 12 inches from bottom of tank to"'Pump OFF'ftoat ,� 20 inches from bottom of tank to"Pump ON"float, or 12 inches to'Timer ON"ftoat if time dosed _., 23 inches from bottom of tank to"Hi Level"float, or 33 inches to"Hi LeveC'float if time dosed =_� 714 gallons reserve capaciry iafter High Levet Alarm is activated) _ 0.45 gpd/ft` Absorption area Soit Loading Rate, which gives a mound ratio of 2.7 jminimum� lthis must match the soil boring log) desired mound ratio 2.7 _ , 10 percent site slope (0-20� range) 10 (�downslope site slope, if different than upslopel _ 22 inches, or 1.8 ft. to Redox or other timiting condition {need at teast 12"to be a Type I) Treatment zone contains�inches of 0�soil credit, and �inc#�es of 50%soil credit. Giving a: ��,, 14 inch, or 1.2 ft. Sand Lift Mound CRITICAL FOR FUTURE CERT{FICATIONS!!! =%� 27.0 ft.Total ABSORPTION width (with sand beyond rockbed as fotlows:� =�� 0.0 ft. upslope and sideslope 17.0 ft. Dawnstope Individual stope ratios give BERM widths (topsoit beyond rockbed�of: '�� 4:1 upslope ratio 9 ft. upslope berm ��; 3:t sideslope 13 ft. sideslope berms �. 3:1 downslope 21 ft. downstope berm �•_� Overatl Dimensions: 10.0 ft. wide by 63.0 ft. tong Rock bed 40 ft. wide by 89 ft. long Mound footprint 4" inspection pipe 18" cover on top U slope berm 0 Downslo e berm 21 12" cover on side5 (6"loamy csp&8"topsoil) �.Z Ctean sand lift _ . . _. . 1.8 t�epth tr� �.��i�.:,,� �. m.>�it�tn� C=o��,; . - � - _ Absor tian Width z7.o _ _ Note: For 0 to 1�stopes, Abso�ptian Widlh is measured from the 8edequally in both directions. For slopes >1�, Absorption Nh`dth is measured downhilt from the upslope edge of the Bed. ;;� Rock Bed: 10.0 ft. by 63.0 ft. by ��inches under pipe, plus 2��gives 21 yd'or"1.4= 29 ton Mound Sand: (note: votume is based on 3:1/4:1 slope from top of rockbed, Exchange sand for toamy cap if desired) 20.1 up + 66.1 downstope + 11.1 ends + 38.9 under rock = 164 yd'or'1.4= 229 ton ptus 20% � Loamy Cap: 36 ft. by 85 ft. 6" deep, ptus 20�gives 6g yd'ar"1.4= 95 ton ��, Topsoit: 40 ft. by 89 ft. 6"'deep, ptus 20%gives gp yd'or'1.4= 112 ton I hereby ceAtify that I have completed this work in accordance with alt applicable ordinances. rutes and laws. _.__.____._,, Rusty otson's Soil & Perc 810 12/14/2016 ' esigner Signature Company License# Date Installer Summary � 2250 galton Septic tank (minimum) Tank options: none �un,�arger ianK wi�n rnuiupie c.oni�i�anK� 1300 gallon Dose tank (minimumj at 25.49 gpi 36 GPM C 19 ft. of head, Pump required 7.9 inch swing on Demand float which translates to roughty 5.0 inches of float tether tength if time dosing is required --> 5.6 minutes ON time£t �hours OFF time 20 inches from bottom of tank to"pump ON"ftoat> or 12 inches to'"timer ON"float 23 inches from bottom of tank to"Hi Levet Aiarm"or 33 inches to"Hi tevel alarm"if time dosed 85 ft. of 2.0 inch suppty line with end feed manifold connection (Tip: "top feed"manifold to controt drainback) 14 inch, or 1.2 ft. Sand Lift Mound 10.0 ft. wide by 63.0 ft. long Rock bed 3 taterats 2.00 inch diameter 61.0 ft. long 3.0 ft. lateral spacing 7/32 inch perfs 3.0 ft. perforation spacing No Efftuent fitter E�alarm 3 ctean out&valve box assembties 27.0 ft.Totat sand ABSORPTION width (minimum) 0.0 ft. upslope and sideslope (sand beyond rockbed, minimum) 17.0 ft. Downstope isand beyor,L rockbed, ,r�in��,m� Specific slope ratios give BERM widths (topsoil beyond rockbed)of: 4:1 upstope ratio 9 ft. upslope berm 3:1 sideslope 13 ft. sidestope berms 3:1 downslope 21 ft. downstope berm 4" inspection pipe 18" cover on top U slo e berrn 0 Downslo berm Z� 12" cover an sides , (6"loamy cap&6"topsoil} 1.2 Clecsn ��;td i;ft --- 1.8 �� ~��. € -,,. __,.. � ,,��t ��c� �;;;� u t�;�� _ _ Absor tion Width 27•0 Note: _._.______.. For 0 Ea 1�;stopes, Abso�ption width is measured from Che Bedequatty in both directions. For stopes >1�, .4bsorption Width is measured downhiU from the upslope edge of the Bed. Rock Bed: 21.0 yd3 or"1.4= 29 ton 6 inches under pipe Mound Sand: 164 yd3 or"1.4= 229 ton calcutation based on 3:1/4:1 slope from top of rockbe� Loamy Cap: 68 yd3 or•1,4= 95 ton 6"deep Topsoil: gp yd3 or�1.4= 112 ton 6"deep INSPECTOR CHECKLIST - mound /2SU Lakeview NarKway � N=ELi. setbaci:s: 20'to pressure tested sewer tine (5 psi for 15 min) 50'to everything 100'to dispersai area with shallow well PROP['_RTY I.1'�ES s�cback: 10'to everything Road secback: platted: 10'prop line. Metes&bounds: out of road easement,or outer ditch. LAKE�BL,t:FF secback: 20'for bluff. Lakes: GD_, RD_, NE T. Protected wetland_. Building setbacks: 10'for everything, 20'for dispersat area. WA"1"ER L(NE under pressure se 10'to bed,tank&sewer line. (else sewer line > 12"betow) � Sewer line 8 baffle connection (no 90's, 3'between 45's, siope min 1"in 8', max Z"in 8') (no depth req's, ctean out every 100', Sch 40 pipe► � Septic tank and risers (water tight, insulated, proper depth,existing verified by pumping) mfg 2250 gatlons none Riser over outtet, riser over intet or center, and 6"+inspection pipe over any remaining baffles. No effluent filter ft atarm Dose tank risers and piping (water tight, insulated, proper depth, drainback) R►f8 1300 gattons � dose pump 36 gpm 19 head VERIFY PUMP CURVE 5.6 min ON 9 hr OFF � ftoat setting drop 7.9 inches at 25.5 gpi "DESIGNED" 5.0 inches approx float tether length 202.0 gat dose divided by gpi "INSTALLED"= inches ftoat drop(field corrected LABEL pump requirements and drawdown on riser or panel Cam tock reachabte from grade- 30"max. J-hook weep hole. Supply tine access ino hard 90's) 2.0 inch suppty pipe: Sch40, stoped 1/8"+, supported by 4"sch40 sleeve or compacted, and buried 6"+. sptice box /control panel 1 etectricat connections flow measurement: CT, ETM, time dosed, home water meter mound absorption area rough up mound rock dimensions 10.Q X 63.0 Sand lift depth t4 inches. (Jar test : 2"sand leaves< 1/8"silt after 30 min) � Absorption Sand beyond rock 0.0 upstope 17.0 downstope � Bermed topsoil beyond rockbed 9 upstope 13 sideslope 21 downslope cover depth of 12-18"+ VERIFY 3 taterals (1-2'from edge of rock) 2.04 inth pipe size (Sch40 pipe Ft fittings) 3.0 ft tateral spacing 8 7/32 inch perForations 3.0 ft perfaration spacing Air inlet at end of[aterals, and at top feed manifold if necessary. VERIFY ctean outs (no hard 90's) 4"inspection pipe to battom of rock, anchored VERIFY Abandon existing system - if necessary �Re-use existing tank certification monitoring plan and type well abandonment form - if necessary 1 � .•.•as�t.•:r.y��fy��.•ri System Elevations - benchm ark ��.�•.*:�,�.�ti,�.._.ti.�. 1 1' - - - - s�+wT Mound � (Grade elevations are existing. If a loamy cap different final grade is desired itshould lateral be shown and described here.) bottom rock grade (at up�bpe rot k brdj SHWT {at up�lope�ock bre) _ '� �, .� j ., v 1 1 � �� r l I I � r � 1 r 1 Sewer pipe exiting house Septic Tank Septic Tank ��r A�p��.��) Pump Tank Grade Grade �rade Grade Pipe inlet iniet inlet Tank bottom Tank bottom Tank bottom Loas of Soil Borinas License#810 l.ocation or Project: Lot 7, blk 3 Borings made by: Rusty Olson's Soil and Perc testing 6H/2014 Ciassification System: AA3H0 ; USDS•U3DS-SCS X ; Un�ed ; Other Auger used (check two): Hand�,X_, or Power_, Flight, Bucket or Probe_X, Soring Number_1_Surface elevation_,979.7 Mottled Soil at_1.8_feet 0"-6" Daric brown loam 10yr3/2 H20 present at_X_ 16"-16" Brown loam 10yr4/4 16"-22"Brown loam 10yr5/4 22"-28" Rusty brown loam t0yr5/4 Boring Number_2_Surface eievation_979.8 Mottied Soil at_1.8_feet 0"-6"Daric brown loam 10yr3/2 H20 present at_X_ 6"-16"Srown loam 10yr414 16"-?2" Brown loam 10yr5/4 22"-28"Rusty brown ioam 10yr5/4 Boring Number_3_Surtace elevation_979.9 Mottled Soil at 2� feet 0"-8" Dark brown ioam 10yr3/2 H20 present at_X, 8"-18" Brown loam 10yr4/4 18"-26" Brown loam 10yr5/4 26"-30" Rusty brown loam 10yr5/4 Boring Number 4_Surface elevation�979.B Motlled Soii at_2.1,_feet 0"-8"Dark brown loam 10yr3t2 H20 present at_X� 8"-16" Brown loam 10yr4/4 16"-24" Brown loam 10yr5/4 24"-30" Rusty brown loam 10yr5/4 Boring Numt�r 5_Surface elevation_979.6 Mottled Soil at 1.8 feet 0"-6"Dark brown loam 1Qyr3/2 H20 present at_X_ 6"-16" Brown laam 10yr414 16"-22" Browrn loam 10yrsi/4 22"-28"Rusty bcown {oam 10yr5/4 Boring Number 8_Surface elevation_979.9 Mottied Soii at 2.1 feet 0"-8"Dark brown loam 10yr3l2 H20 present at_X_ 8"-18" Brown loam 10yr4/4 18"-26" Brown loam 10yr5/4 26"-30" Rusty brown loam 10yr5/4 Laas of Soil Borinas License#810 Location or Project: Lot 7, bik 3 Borings made by: Rusty Oison's Soil and Perc testing 6i1/2014 Classification System: AASHO ; USDS�USDS-SCS X ; Unified ; Other Auger used(check twa): Hand TX_,, or Power_, Fiight, Bucket or Probe_X� �oring Number_1_Surface elevation_979.7 Mottied Soii at 1.8 feet 0"-6" Dark brown loam 10yr3/2 H20 present at_X_ 6"-16"Brown loam 1flyr4/4 '16"-22"Brown loam 10yr5/4 22"-28" Rusty browr� loam 1 QyrSl4 �oring Number_2_Surface elevation_979.8 Mottied Soil at 1.8 feet 0"•6"Daric brown loam 10yr3l2 H20 present at_X 6"-16"Brown loam 10yr414 16"-22" Brown laam 10yr5/4 22"_28"Rusty brown loam 1 t}yr5/4 Boring Number_3_Surface elevation_979.9 Mottled Soit at_2I1 feet 0"-8" Dark brown loam 10yr3/2 H20 present at,X_ 8"-18"Brown loam 10yr4/4 18"-26" Brown loam 10yr5/4 26"-30" Rusty brown loam 10yr514 8oring Number 4_Surface elevation_979.6 Mpttled Soit at 2.1 feet 0"-8"Dark brown loam 10yr3/2 H20 present at_X_ 8"-16" Brown loam 10yr4/4 16"-24" Brown loam 10yr5/4 24"-30" Rusty brown loam 10yr5l4 Boring Number 5_Surface elevation_979.6 Mottled Soii at 1.8 feet 0"-6"Dark brown loam 10yr3/2 H20 present at_X� 6"-16"Brov►m loam 10yr4/4 16"-22" Brown loam 10yr51d 22"-28"Rusty brown loam 10yr5/4 Bo�ing Number 6_Surface elevation_979.9 Mottted Soil at 2.1 feet 0"-8"Dark brown toam 10yr3/2 H20 present at X_ 8"•18" Browrt loam 10yr414 18"-26" Brown loam 10yr5l4 26"-30" Rusty brown loam 10yr5/4 Percolation Test Data Sheet �ic.#81 Q Percolating test readings made by: Rusty Oison's Perc. siarting at 1120 A.M. C?n 71Q3114 �ocation: Lot 7. Blk 3 Hole number: 1 Date hole was prepared 7/02/14 Depth of hole bottom_12"_inches, Diameter o#hole_6"_inches. Soil data from test hole: Depth, inches Soii te�ure 0-8" Daric brown ioam 10yr3i2 8"-12" Brown loam 'i0yr4J4 Method of scratching side wall: Knife Depth of gravei in battom of hole 2 inches: Date of initia!water filling 7/02/14 depth of initial wate�fillir�g 12 inches above hofe taottom. Method used#o maintain at least 12 inches of water depth in hole for at ieast 4 hours Automatic Siphon Maximum water depth above hole bottom duri�g tests fi inches Time Time Depth Drop in H20 Perc Rate 11:39 11:54 6" t.2 12.5 12:01 12:16 6" 12 12.5 12:17 12:34 6" 1.2 12.5 AVERAGE PERC. RATE 12.5 MPt Percolation Test Data Sheet Lic.#810 � Percolating test readings made by: Rusty Olson's Perc. starti►�at 11:20 A.M. On 7t03/14 Location: Lot 7, B!k 3 Hole number. 2 Date hale was prepared 7/02/14 Depth of hole battom_12"_inches, Diameter of hole,6"_inches. Soil data from test hole: Depth, inches Soil texture 0-8" Dark brown laam 10yr3/2 8"-12" Brown loam 10yr4/4 Method of scratctting side wall: Knife Depth of g�ave! in bottom of hole 2 inches: Date of initial water filling 7/02/14 depth of initial water filling 12 inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches Time Time Depth D in H20 Perc Rate 11:40 11:55 6" 1.5 10.0 �Z:ao �Z:is s� �.s �o.o 12:18 12:33 6" 4.5 10.0 AVERAGE PERC. RA E 10_0 MPI Percolatian Test Data Sheet Lic.#810 Percolating test readfngs made by: Rusty Olson's Perc. starting at 11:20 A.M. On 7I03/14 �ocation: Lot 7. Bik 3 Hole number: 3 Date hole was prepared 7/02/14 Depth of hole bottom_12"�inches, Diameter of hole_6"_inches. Soil data from test hoie: Depth, inches Soil texture 0-$" Darlc brown laam 18yr3/2 8"-�2" Brawn loam 10yr4J4 Method of scratching side wali: Knife Depth of gravei in bottom of hole 2 inches: Date of initial water filling 7/02/14 dep#h of initiai water fiHing 12 inches above hole bottom. Method used to maintain at leas# 12 inches of water depth i� hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches Time Time Depth Drop in H20 Perc Rate 11:41 11:56 6" 1.5 10.0 11:59 12:14 8" 1.5 10.0 12:19 12:34 6" 1.5 10.0 AVERAGE PERC. RATE 10.0 MPI ^ �t .� Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Oison's Perc. starting at 1120 A.M. On 7/�3/14 Location: Lot 7. Bik 3 Hole number: 4 Date hole was prepared 7/02/1 A Depth of hole bottom_12"_inches, Diameter of hole_6"_inches. Soii data from test hole: Depth, inches Soil texture �-8" Dark brown ioam t Qyr3/2 8"-12" Brown Io�m 10yr4i4 Method of scratching side wall: Knife Depth of gravei in bottom of hole 2 inches: Date of initial water filling 7/02l14 depth of initia!water fitling 12 inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water dspth above hole bottom during tests 8 i�ches Time Time Depth Drop in H20 Perc Rate 11:42 11:57 6" 2.0 7.5 11:58 12:13 6" Z.0 7.5 12:20 12:35 6" 2.0 7.5 AVERAGE PERC. RATE 7.5 MPI v DATE TIME CITY OF ORONO CALLED IN INSPECTION T T SCHEDULED PERMIT NO. ` �� COMPLETED L� ! /—:� ADDRESS 7 � �,a�fr��w xr��u/aV � , OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTION lL ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERlCONTRACTOR TO MEEf YOU:_YES_NO y COMMENTS: � �`- ��f7 /� ��1`� � J O � , �C G� -� �i 0 � W � Q z �� a � � � � '7�%�J [ %� ��1/'�r'C/L� (� %'`lL' ��`f G�li( �C��i //lr � t � � W SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDEH POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call�or the next inspection 24 hours in advance. (952) 249-4600 OwnerlCorttra on site: 1 Inspector. i White Copyllnspector's Ffle Canary CopylSfte Notice \ `DATE TIME J CITY OF C?RONO CALLED IN —�� IN�PECTION�Q,T,ICE , // SCHEDULED �—�!—�� PERMIT NO. �v17-/�03`�"� MP EfED ADDRESS �� OWNER T PHONE NO. l ' �S SSG CONTRACTOR ry � �'' DESCRIPTION ❑ FOOTING ❑ DEMO- INAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLINa Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z O�WNERICOIfTRAC7'�R TO EET V�ll:_YES_NO � �, COMMEN7'� ,�C r��';se .��rAi��' � 4 � r��'�' 0 � � o !��ij, � , � W � Q r � t� l � '(�6�i� !�� % /1 � � �D- � � �`/7 ' � � .� , . � C� ,�- � 1�s -r�"�� w W ❑1NORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE � ❑OORRECT WORK a PROCEED ❑ISSUE CEFiTIFICATE OF OCCXJPANCY W O O CORRECT WORK,CALL FOR REINSPECTION TEMPOMRY V BEFORE CdVERiNO PER�AANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHpTO TAKEN INSPECTOR YVIIL RETURN ❑3TOP ORDER POSTED.CALL INSPECTOR �GTATION ISSUED O INSPECiION REQUIRED.CALL TO ARRAN(3E ACCESS. CaM ror the next inspection 24 hours�n advance. (952) 249-4600 OwnerlContra on site: Inspector. WINte CapyAnspsetor's Fil� Can�ry CopylSib Notle� ��a s�t . � c� � ay �.�. G.� ��w,� ��kFSH��'� �� (� --�� -� City of Orono Septic Asbuilt Form Address Building Use �� Installer �a5/�S � ��0'1 S License# l,l¢�'6 Date !(v Septic Tanks � f" Z� Pump Tank 1 '—/,3Op System Type I ❑II ❑III �Iound ❑Trenches ❑Pressure Bed ❑Other 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. � � � ' _ .. 1 -�-.� - � , � �� r � � J� ,. , ,�V� ��'�\ � � , � .-� l� � �� N � �, � , ; �� l � - � J� '� � � 1 J � , Z ,� I � , .�—�' y �'✓ -- � � '��1� � 3 ti � ,------.�-. , �� - `� � � � � I �, �� - � � 2 � �' � � � I v � � �� . � � � �'� 1 � 3 ��,,� � � ��