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Home My WebLink About2017-00339 (Septic) '� � CITY OF ORONO * 2 0 1 7 - 0 0 3 3 9 * 2750 KELLEY PARKWAY DATE ISSUED: 04/25/2017 ORONO, MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS : 4765 AUGUSTA ST PIN : 06-117-23-33-0009 LEGAL DESC : LAKEVIEW OF ORONO : LOT 7 BLOCK 1 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 TOTAL 400.00 HAYES&SONS EXC.INC. Payment(s) 263 82ND STREET S.E. CREDIT CARD 5293 400.00 MONTROSE,MN 55303- (763)479-1762 Minnesota State License#: sept-L640 OWNER Curt Swanson Homes LLC 1360 HAMEL RD MEDINA,MN 55340- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,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 l80 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 are requested in conformance with the State Building Code.This permit may be revoked at ' e for due cause. �ZS-� � � , �j �r� Applicant Permrtee ture Date Issued By gnature Date - . �,�� ,ti O� City of OrOno � FOR CITY USE ONLY P P.O.Box 66 -7 2750 Kelley Parkway Date Received: �' / "" �7 .� �, Crystal Bay,MN 55323 Permit# v,0 �7— �(� �3 � s� �. Phone:(952)249-4600 �'�krs�io0.� Fax: (952)249-4616 Approved By: Amount$: � 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: V�j v 5'�1 � , , Owner: ��,,.4.--, s"., �•-�-U�7 Mailing Address: CitY� Zip: Home Phone: Alternate Phone: Contractor/Appticant Information: , !� : � < Contractor/App: � � � , S ��'Y, Contact Person: �-�-�"� Address: �Z. �v� S�;-- S-� s � State License #: L �� City:`'�rry,�-� ;--�� Zip: S�3��j Expiration Date: 2 �/ � Phone: 7 �� 5' - `/�7 � - �7�°2 Alternate Phone: �� :�5 `15`� TYPES OF OCCUPANCY �] Residential ❑ Commercial ❑ Other ** ATTENTION APPLICANT ** Fill in all a ro riate blanks and check all a ro riate boxes. Tanks: �Q Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other: J � Number of Tanks: � , % Size of Tanks: � Z S� er�..r,j'a�, � Sc;�� , �� Type of Activity: , ,� ❑ Trenches �.{�] Mound ❑ Pressure Bed ❑ Chambers ❑ Holding Tanks ❑ Pre-Treatm�nt ❑ Other NOTE: Provide an As-Built af the system before the final inspection. A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS. Page 1 PERMIT TYPE AND FEES - , � , New or Replacement System $400.00 ��, Repair Existing System 100.00 (Tanks or Drainfield) Total �� % r. 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�ue �gd correct. � ,-� ... � Date: �f '- � ' � 7 Signature of Applicant ��" �-" MPCA License No.: � ('�� Staff Review: � ept ` ❑ Denied Reviewer: Date: � ` Reason for Denial: Comments (to be printed on inspection card): GENERAL INSTRUCTIDNS x �:=� ��-� 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. Page 2 a � : �� TtIIS SYSTEM IS DESIGNED FOR lm�� S BEDROOMS. ANY INCREASE IIV NUMBER OF BEDROOMS INVALIDATES THIS DESIGN. � ✓ � �a� s 3(�- � �� Joseph Olson D.B.A. � �� "'�� Rusty Olson's--Soil and Percolation Testing Jaseph J. Olson--MPCA License#810 11481 Riverview Rd.NE,Hanover, MN 55341 (763}498-8179 Fax(763)498-8290 Revised April 19,2017 Swanson Homes 4765 Augusta Street Orano,Hennepin County This on-site Sewage Treatment Systetn is designed for a T}�pe l,five-bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The periodically saTurated soils were located at 12-18 inches(mottled soil). Due to the periodically saturated soils,a pressurized mound system with 6 inches of rock will need to be installed to treat the septic effluent. The bottom of the treatment area must be located at least 3' above the saturated soils.This system is designed with 6 inches of rotk. The soils at a depth of 12"have a percolation rate averaging 13.5 MPI. All tanks need to be insulated if there is less than two feet of cover over the top of the tanks.Ciean outs must be installed on the end of the laterals for maintenance. Use 7/32 inch perforations on the laterals. Create drainage around the septic systerr►. See drawing A 1300 gallon pumping chamber will need to be installed to lift the effluent to the treatment area. The power supply and Switches must be located outside the manhole and pumping chamber in a weatherpraof enclosure.A warning device must be installed with light and sound devices;this is in case of a pump failure.The manifotd and supply line must have back drainage to the pumping chamber. Keep all heavv equipment off of the pro�ased treatment areas before durin�and after construction The area around both sites must be fenced off bv the contractor before anv constructio� be�ins With propsr installation and maintenance?this system shauld have no problem in treatin�septic effluent effectively.Nothing other than gray water,(laundry, showers,etc.)Human water and toitet tissue should be disposed of into the septic tanks.Garbage disposaIs are not recommended.Additives must not be used they may cause harmful damage to your septic system. It is recommended that you pump the septic tanks every two years. S' ere�y. CITY OF ORONO — SEPTIC PE IT P_ L�t .VI�W Joseph J.Olson INSPECT R �,�: DATE � 7 PERMIT NO.?C��7;4��j � nrrKovr:n ns s[;t��rrr:u C] APPROVGA WITH CORRGCTiOh3 A5 T'OTED Q hOT APPROVEU-CORRECT 8t RESliB�tIT Thcsc commcnts are for your inFonnation. Ail work shall be don! in fuil cumpiiance with uil upplicuhle septie and zoning cude. Requirements including items not specil'icutty notcci iq this reriew, K[iGP THIS PLAN SET Oh StTG AT ALL TtMGS ,1 ��v _ ' �� •,�2j _�3 9 p�32�� '��1 ,. �/ �, �.� `S',l�*��'�` � =,on,.� ,�u,�� , , 'ro,, ./�� ' B.; �' � _.< ��, j�'e _— -~ � g� oao--? 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O � � � . � �'�� , � � . � � �� .' . �� , �� y� ; � � + � � � � � � �� .��' �� r� , � {�.�... ,..i � ?' ,.[ � s . dQ � � � � � J � � + 2011 purplecode Mound Desi�n www.SepticResouroe.com {vers 15.2} Property Ovrrner: Swanson Hames patt; 4/19/2017 Site Addr�ss: 4765 AugusW Street PID: �1l723330009 Comments: Primary instructions: Q =enter data � =adjust if desired Q = computer catcutated - 00 NOT CHANGf! i� �bedroom Type � Residential System 2) 7� GPD design ftow s� Yes Garbage disposal or pumped to septic 509K ta�r tank with multiple comp/tanks � 2250 Gat Septic tank(eode minimum) 2250 Gat Septic tank(design size / LUG req'd) Tank options: none s� 1.2 GPD/ft2 mound sand toading rate contour laading rate of 12 req's a min 62.5 ft. tong rakbed �� 10.0 ft rockbed width b2.5 ft rockbed length �} 3.0 ft tateral spacing 3.0 ft pertoration spacing (maximum of 3 for both) end feed manifotd connection e� �taterals 60.5 feet tong 21.0 perfs/ taterat b3 perfs totat (1/2 a perf ineans the first perf starts at the middle feed manifatd) � 7/32 inch perfs at �1 feet residuat head gives O.Sb gpm flow rate per perforation for this perf size£s spacing, &pipe size on tine 12, max perfs/tateral= �, tine t/8 must be less--> t}K �o� 4.0 doses per day (4 minimum) i i� 188 galtons per dose (treatment votume) 2.00 Sx ia> 2.00 inch diar�ter taterats must be used to meet"4x pipe volume"requirement 2.OU 3x �3� 120 fe�t of 2.0 inch supply tine teads to 20 gallons of drainback volume (Tip: "top feed"manifotd to controt the drainback) ia� 2Q8 gatlons TOTAL pump out votume(treatment+drainback) �si 8 feet vertical 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 t�ad) t�a 750 gal Dose Wnk(code minimum) 1300 gat Dose tank(deslgn size/ LUG req'd) at 25.49 �pi teads W a �s� 8.2 inch swing on Demand itoat, or timed dosing of 5.8 min ON (confirm pump rate with drawdown (this detivers Average flow, �7tt19rK nf Peak desfgn ftaw�ehn OFF test and adjust as necessary) i9� 12 inches from bottom of tank to"Pump OFF"flaat zo� 20 inct�s f�om battom of tank to"Pump ON"float, or 12 inches to'Timer ON"float if time dosed z>> 33 inches from bottom of tank to"Hi Levet"ftoat,or 33 inches to"Hi Level"ftoat if time dosed �?� 714 gatlons reserve capacity (after High t.�vet Alarm is activated) s> 0.45 gpolft2 Absorption area Soil Laading Rate, which gives a mound�atio of 2.7 (minimum) (this must match tt�s�it boring tog} desired mound ratio 2.7 z�� 11 percent site stope {Q-20%range) 1! (%downstope site slape, if different than upstope) �s� tb inch�5, or 1.3 ft. to Redox or other limiting condition {ne�d at least 12"to be a Type I) Treatment zone tontains�Q inctKs of a96 soil credit, and �Q inches of 50%sr�il c�edit. Giving a: �6> 20 inch,or 1 J ft. 5and Lift Mound CRlTICAL FOR FUTURE CERTIFICATI�NS!!1 �» 27.0 ft.Totat ABSORPTION width (with sand beyond rockbed as fottows:) �s� 0.0 ft. upslope and sidestape 17.0 ft. Downslope Individual slope ratios give BERM widths(topsoil beyond rockbed}of: �9� 4:1 upslope ratio 10 ft. upstope�rm 3oa 3:1 sideslope 14 ft. sideslope berms 3>> 4:1 tiownstope 30 ft. downstope berm 3z� Overalt Dimensions: 10.0 ft.wide by 62.5 ft. tong Rock bed 50 ft. wide by 91 ft. tong Mound foatprint 4" irts�toon pipe 18" cover cm tap lJ Sl bP�'I'1'i 10 DOwtYsl bet'm 30 �� 12" cov�r o� sides {6"bamy cap�.6"tops�} �_� Clean sand tift . 1.3 [��tl� tc� ��i�� —___�.___ L�mitin��andxtiat� -��,..�,�.____.�,�_�� __ Absor tian Width � 27.0 —--.__�'.. _--_ __ �.,�__ Note. For� ta t%stopes, .4b.sc�rptfa,� W�'dth is measured frcNn ti� Be�dequally in bath directions. For siopes >i�, Absorptlovr ,N7dth i� measurec! dcn�rnfi�ilt from the u�lo�e edge of the 8e�d. 33) Rock Bed: 10.0 ft, by 62.5 ft. by �6 inches unde�pipe, ptus 20%gives 21 yd'or"1•4= 29 ton s�� Mound Sand: (note:volume is based on 3:1/4:1 slope fram top of rakbed, E�cchange sand for toamy cap if desired) 30.2 up + 154.8 downslope + 15.8 ends� 51.3 under ratk= 3U2 yd'or*1.4= 423 ton ptus 20% ��s� Loamy Cap: �ft. by 87 ft. 6"�deep, ptus 20%gives 89 yd'or"1.4= 125 ton �� TopsoiL• 50 ft. by 91 ft. 6"deep, ptus 209K giv�s 101 yd'or'1.4= 141 ton i hereby certify that 1 have eompteted this wark in aaordante with atl a�Hcabte ordfinances, rutes and laws. � Rusty otson's Soil @ Per[ 810 4/19/2017 signer Signature Company tkenselr Date Instatler Summary 2250 gatton Septic tank(min9mumj Tank options: none au��arger canK w�cn mutc�pte comp�tanKs 1300 gaUon Dose tank(minimum) at 25.49 gpi 36 GPM(� 19 ft. of head, Pump requlred 81 inch swing on Demand float which translates to roughty 5.1 inthes of float tether length if time�sing is required --> 5.8 minutes ON time£t �9 hours OFF time 20 inches from bottom of tank to"pump ON"float, or 12 inches to"timer ON"ftoat 23 inches from bottom oi tank to"Hi Levet Alarm"or 33 inches to"Hi tevet alarm"if time dased i2Q ft. of 2.0 inch suppty line with end feed manifold cannection (Tip: "top feed"manifold to control drainback) 20 inch, or 1.7 ft. Sand Lift Maund 10.0 ft.wide by 62.5 ft. long Rock bed 3 taterats 2.Od inch diameter 60.5 ft. long 3.0 ft. tateral spating 7/32 f�ch perfs 3.0 ft. pe�foration spacing No Effluent filter�C atarm 3 clean out&valve bax assemblies 27.0 ft.Total sand ABSORPTION width (minimum) 0.0 ft. upstope and si�stope (sand beyond rockbed, mintmum} 17.0 ft. Downslope isanci bey�and ��ackE�d, manimasms Specific stope ratios ive BERM widths (topsoit beyond�ockbed)of: 4:1 upstope ratio 10 ft. upslape be�m 3:1 sidestope 14 ft. sideslope berms 4:1 downslope 30 ft. dowmstape berm 4" inspection pipe 1$" cover� top U berm �a Downsto t�erm 30 12" cover on sides t6"1o�ag cep d�6"topsoi� 1.7 �tean sar�d lift _ 1.3 ��5�� tc� �.irrrit�� Lim3ti�� ;r;tfitic�r� � __-�_---� _� �_,�__� Absor tion Width 27. �'� ___ __ ______ Note• For 0 to 195 stopes, .4bsar{�tian W�+'dth is measured from Che B,�dequatly in both directions. For stopes >19b, A6.sarpt�on N�ifth is meawred dc�vmhilt from the upslope �e of the Betid. Rock Bed: 21.0 yd3 or"1.4= 29 ton 6 inches under pipe Maund Sand: 302 yd3 or•1.4= 423 ton caltutation based on 3:1/4:1 slope from top of rockbe+ Loamy Cap: 89 yd3 or•1.4= 125 ton 6"deep Topsoit: 101 yd3 or"1.4= 141 ton 6"deep INSPECTOR CHECKLtST - mound 4/65 Augusta 5treet � WELL setbacks: 20'to pressure tested sewer line (5 psi for 15 min) 50'to�verything 100'W dispersat area with shallow well PROP�RTY LIIVES setb�k: 10'to everything Raad setback: ptatted: 10'prop line. Metes&bounds: out of road easement, or outer ditch. LAKE/BLUFF secback: 20'for bluff. Lakes: GO_, RD_, NE . Prottcted wetland_ Building secbacks: 10'for everything, 20'for dispersal area. WATER LINE undcr pressure se 1Q't0 bed,tank�sewe�tine. (else sewer llne> 12"below) � �r tine Ft baffte connection (no 90's, 3'betw�n 45's, slope min 1"in 8', max 2"in 8'j (no depth req's, clean out every tOQ', Sth 40 pipe) � Septic tank and risers {water ti�ht, insulat�l,proper depth,existing verified t�+pumping) mf� 2250 gations n�e Riser over outlet, riser over intet or cente�, and 6"+inspection pipe over any remaining bafftes. No efftuent fitter£t alarm Dose tank risers and piping (water tight, insutated, proper depth, drainback) mfg 1300 galtons � dose pump 36 gpm 19 heed VERIFY PUMP CURVE 5.8 min ON 9 hr OFF � float setting drop 6.2 inches at 25.5 gpi "DESIGNED" 5.1 inches approx float tether length 208.0 gat dose divided by gpi "INSTALLED"= inches ftoat drop(fietd corrected LABEL pump requirements and drawdown on�iser or panet Cam lock reachable from grade-30"max. J-hook weep tx�te. Suppty line access (no hard 90's) 2.0 inch supply pipe: Sch40, stoped 1!8"+, wpported by 4"sth40 steeve or compacted, and buried 6"+. splice box/ control panet / electrical connections ftow measurement: CT, EfM, time dosed, home water meter mound absorption area rough up mound rock dimensions 10.0 X 62.5 Sand tift depth 20 inches. (Jar test: 2"sand teaves< 1 J8"sitt after 34 min) � Absorption Sand beyond rock 0.0 upstope 17.0 downslope � Bermed topsoit beyond rockbed 10 upslope 14 sidestope 30 downsiope cover depth of 12-18"+ YERIFY 3 laterats {1-2'from edge of rock) 2.00 inch pipe size (Sch40 pipe&fittings) 3.0 ft lateral spacing 8 7/32 inch perforations 3.0 ft perforation spacing Air intet at end of laterats, and at top feed manifold if necessary. VERIFY clean ouu {no hard 90's) 4"inspection pipe to bottom of rock,anchored YERIFY Abandon existing system- if necessary �Re-use e�cisting tank certification monitoring ptan and type wetl abandonment form - if necessary � 1 �Y�� System E�evations �'.-�-...� . iCSaWVirRJJ►�ti.'i�tifJ'+rla1l4 � ~'-��,. benchmark � r , ` ` - SHWT ;�` Mound r (Grade elevations are e�cistfng. If a ,'' ��my�p different�nal grade is�s(red (t should °'sj ,'� latera� be shown and des�ribed here.� , � bottorr� ro�ck `, grade ta�up�aope{«�eedM ...��, SNWT �at u�pe r�k bed) '�,._..,`"„��--...._..„,,e,v,.-. -.-_-�-. .,.,�.�.�,�.,,�, � 1 �l . 1 . �� .�=-� f IIIIY�� rl I ..� I I r � � r r se�er pipe e�ciUng house Septic Tank Septic tank Eit�p�Kab�c� Pump Tank Grade Grade Gr�tie Grade Pipe iniet i�et inie� Tank battan Tar�botfom Tank bottam Z�„p�� Mound Design www.Septicftesource.com (vers 15.2) Property Owner. Swanson Homes Date: �J�y /, � Site Address: 47b5 Augusta Street PID: 0611723330009 Comments: Future instructians: 0 =enter data �� =adjust if desircd Q = computer calcutated - DQ N4T CHANGEI �� bedroom Type � Residential System 2� 750 GPD design ftow 3� Yes Garbage disposat or pumped to septic 50%larger tank with multipte comp/tanks a� 2250 Gat Septic tank (code minimum) 2250 Gat Septic tank(cksign si�e J LUG req'd) Tank options: none s� 1.2 GPDIft2 mound sand loading rate contour toading rate of 12 req's a min 62.5 ft. tong rockbed � 10.0 ft rockbed width 62.5 ft �ockbed length �� 3.0 ft laterat spacing 3.0 ft perforatian spacing (maximum af 3 for both) e�d feed manifold connection 8a �late�als 6ti.5 feet tong 21.0 perfs/ tatera! 63 perf's totat (i 12 a perf ineans t�first perf starts at the middte feed manifold) > 7/32 inch perfs at �feet residuat head gives O.S6 g�n flow rate per perforation for this pert size&spacing, &pipe size on tine 12, max perfsltaterat= 30 , line#8 must be tess•-> C7K io� 4.0 doses per day (4 minimum} i�� 188 gallons per dose (treatment volume) 2.�0 5x >>, 2.00 inch diametec laterais must be used to meet"4x pipe votume"requirement 2.00 3x i3� �feet of 2.0 inch suppty line leads to �gatlons of drainb�ck votume {Tip:"top feed"manifold to control the drainback) �a� �t#####gatlons TOTAL pump out volume (treatmeni+drainback) �s> feet vertical lift from pump to rrwund laterats, teads to a: �6� 36 GPM B �feet of head, Pump requirement (note: >SOgpm may require an e7ctra 3-6'o#1�ad) ►�� 7� gal Dose tank(code miMmum) 1300 gat Dose tank(�sign size / LUG req'd) at 25.44 gpi teads to a is> ####A�#irtth swing on Demand float, or timed dasing of #####min QN (confirm pump rate with drawdown (this detivers Average ftow, =70�6 of Peaic design flow) #####hrs OFF test and adjust as neeessary) ig� 12 inches from bottom of tank to"Pump OFF"float ?o� ##fi�###inches from bottom of tank to"Pump ON"fioat, or 12 inches to'Timer ON'ftoat if time dosed �� A�W�inches from bottam of tank to"Hi Levei"ftoat,or ##### inches to"Hi tevet"float if time dosed a�� gatlons reserve capacity {after High Levet Alarm is activated) a3> U.45 gpd/ftZ Absorptian area Soil Laading Rate, which gives a mound ratio of 2.7 (miMmum} (this must match the soit bo�ing tog) desired mound ratio 2.7 �a� 15 percent site slope f0-?.0%ran�) 15 (%doMmslape site slope, if different than upstope) �sy 12 inches, or 1.0 ft. to RerJox or other timiting condition (need at teast 12"to be a Type i) Treatment zone contalns�inct�s of Q916 soil credit, and�inches of 50%soil credit. Giving a; 26� 24 inch,or 2.0 ft. Sand Lift Mound CRI7ICAL FOR FUTURE CERTIFICAT10NS1!! ?'�) 27.0 ft.Totat ABSORPTION width (with sand beyond rockbed as foitows:y �g� 0.0 ft. upstope and sideslope 17.0 ft. Downstope Individual stope ratios give BERM widths (topsoit beyond rockb�d}of: �� 4:1 upstope ratio 10 ft. upstope berm 30� 3:7 sidestope 17 ft. sidestope berms �J 3:1 downsto� 31 ft. downstope berm 3a� Overalt Dimensions: 10.0 ft.wide by 82.5 ft. tong Rock bed 51 ft,wi�by 97 ft. long Mound footphnt 4" inspection pipe 18" cover on to�a U Sl berrn �� Drn+vnsl berm 31 12" eover an sides �6��y��'V�to�� 2.0 C(ean sand lift _ 1.0 �ept� tc� �.irrriCi�� im€t�� +r�di��ar� ———_______--__ � Lion Widtfi 27.0 ��`�" ————-----..__ NaCe• For 0 ta 1%stop�s, Abrue►-ptir� W1'dt�i is measured from the Bpdequatty in both dire�ttions. For stopes �195, Alno,rptlon N�`dth is rr�asured downhitt from the upstope ed�e of the �d. 33i Rock Bed: 10.0 ft. by 62.5 ft. by �inct�s under pipe, ptus 20�6�ives 21 yd'or"1.4= 29 tan �� Mound Sand: (note: votume is ba5ed on 3:1/4:1 slope from top of rockbed, Exchange sand for loamy cap if desired) 36.6 up + 188.4 downslope + 22.5 ends+ b3.7 under rock- 373 yds or'1.4= 523 ton ptus 20% ss Loamy Cap: 47 ft. by 93 ft. 6"deep, ptus 20�gives 97 yd'or"1.4= 13b ton 36) TOp501�: 51 ft. by 97 ft. 6"deep, ptus 20SK gives 110 yds or"1.4= 154 ton 1 hereby certify that i have completed this work in acco�dance with att appticabte ordinahces, rules and lawrs. Rusty olson's Soit& Perc 810 gner Signaturc ""------�----- Company LicenseAt Date . � � r ' �o�s of 8a1 Borina� Licsnse#�10 L�atian or Project: Lt�t 7, Blk 1 Bori�made by: Rusty Ots+on'a 8oi1 and i�c t�tinq 6/9l2Q14 Classification Systsm; AASHO ; USDS�U8DS�C3 X ; Unifi�d ; Other Augerr use�d{check two): Hand_,X�,or Power_, Ffight,8ucket or Prope_X Boring Numt�er 1_Surtaoe elevation 988.4 Mottled Soii at 1.5 feet 0"-10"Dar1c brown loam 10yr4/2 H20 present at X 1 Q"-18"8rovirtt loam 10yr�413 18"-26"Rus�y brown loam to ciay laam 10��l3 8orir�idumbe� 2 Surface elevativn 988.2 Mottled Soii at 1.3 fest 0"-10"Daric brown loam 10y�4/2 H20 preserrt at X_ 10"-1 B"Brown loam 1�rr4/3 18"-26°Rusty brown loam to day loam 9 Oyr513 8oring Number_3 Surfaoe e#evation_�.? Mottied Soil at 1.3 feet 0"-16"Daric broHm loam 1{�Y� H20 preserr#at_K 16"-26"Rusty brown loam 10yr413 Boring Number 4 Surface elevetion_988.7 Mottieci Soii at 1.Q feet 0"-12"Dark brown lo�m 10yr4/2 H24 preser�t at,_X 12"-18"Rusty dark brown ioam 10yr3l2 Boring Number 5 Surface el+�v�n_988.3 Mottled Soil at 1.3 feet 0"-10"Dark browrt loanrt 10Y� H20 present at_X_ 10"-i 6"Brown loam 10yr414 16"-�"Rusty brown io�m to day lc�am 10yt�l3 8oring Number 8 Surface elsvatitm�8.8 Mottled Soii at_4.3_feet 0"-10"Dark brown loam 10yr41� H20�nt at_X 10"-16"D�rk brown loam 1 Qyr3t2 16"-22"Rus#y brown loam 1�yr4{3 _ � � , � Pe�lation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Oison's Perc. starting at 12:29 P.M. On 7/OZ/14 Location: Lot 7, 81k t Hole number: 1 Date hole was prepared 7/01/14 De�h of hole bottom_12=inches, Diameter of hole 8"_inches. Soii data from test hole: De�h, ir�ches Soil texture a�r� oar�t�+o�n ioyra�2 Method of scratching side waiL Knife Depth of�ravel in bottom of hole 2 inches: Date of initiai Hrater fiiling 1/14 dep�h of initiai water fiiling 12 inches at�ve hole bottom. Meth� used to maintain at least 12 inches of vrater depth in hole for at least 4 hours Automatic Siphon Maximum water de�h above t�t�ottom during te�.s 6 inches Time Time Drop in H Penc ate 12:57 1:12 6" 0.8 1$J 1:19 1:34 S" 0.8 18.7 1:35 1:50 6" 0.8 18.7 AVE GE PERC. RATE 18.7 � .`� � . . � Percolation Test Da#a St�et Lic.#�810 Per�colating test re�di�s m�e by: Rusty Oison's Perc.skarting at 12:29 P.M. On 7/02114 Location: Lot 7. Blk 1 Hole number:2 Date hole was prepared 7J01/14 [?epth of hole bottom_12=inche�, Di�meter of hals 6_inches. Soil data from test hole: DeErth, inches Soi!textut�e 0-1 Z" t�rit b�t3►wn loam 10yf4/2 Meth�of scxatchir�side wall: Kni#e Depth of gcavef in t�ttom of hole 2 inches: Date of initiai water filling 7l�1/14 depth of initiai wate�fiqi� 12 inches a�ve hois bottom. Method used tQ m�intain at ieasE 12 inches of water dep�h in hQle fiar at lea�4 hours Automatic Siphon Maximum water dep�h�bove hois bottom during tests 6 inches Time Time t�pth Dro in H20 Perc Rate 12:58 1:13 8" 1.0 i 5.0 1:18 1:33 6" 1.0 15.� 1:36 1:51 8" 1 A 15.0 AVERAGE PERC,RA 15A MP! �. Y � « � ♦ Percoiation Test Data Sheet L.ic.#81 Q Percolat�ng test readings m�le by: Ru�y Olson's Perc. star#i�at 12:29 P.M. On 7/02/14 Location: Lat 7, Bik 1 Hole number: 3 Date hole was prepared 7101 h 4 �pth of hole bottom_12�inches, Diarr�s°ter 4f hoie 8=inches. Soii data from test hole: Depth, inches Soil texiurs 0-12" Dark brown i�t 10yt+�/2 Method of scratching side waii: Knife De�h of gravel in bottom o#hole 2 inches: Date of initial water filt�ng 71 1/1 depth of initial water fiilir�g 12 inches above hole�ttom. Method used tt�maintain at least 12 inches of water depth in hole for at Isast 4 hQurs Automatic Siphon Maximum water depth abave hole bottom during tests 6 inches Time Time h Dro in H20 Perc Rate 12:59 1:1� 8" 1.2 12.5 1:17 1:32 6" 1.2 12.5 1:37 1:52 6" 1.2 12.5 AVERAGE RC. RATE 12.5 MP1 � .� , , � - Perc�lation Test�ata Shee# UC.#810 Percolating test readings made by: Rusty�Ison's Perc.stsrt3ng at 12:29 P.M. On 7JU2J14 Location: Lot 7, B!k 1 Hole number: 4 Da#e hole was prepared 7/01/14 Dep�h of hole bottom_12"_inches, Diame#er of hole S=inches. Soil data from test hois: Depth, inches Soil tex#ure 0-12" Dar1t brown losm 10yr412 Method o#scratching side wall: Knife Depth of g�vel in bottom of hole 2 inc�es: Date of initial water fiUir�7/01114 de�h of initiai w�ter filiing 12 inches above hole bottom. Method us�)ta maintain at least 12 inches of water dep�h in hole far at least 4 hours Automatic Siphon Maximum water depth above hole bottom durir�#ests 6 inches Time ime De h ir�H20 Perc Rate 1:00 1:15 8" 2.0 7.5 1:16 '1:31 $" 1.9 7.9 1:38 1:53 6" 1.9 7.9 A RAG PER . RATE .7 MPI s(1--- � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE m SCHEDULED � -J — 17 -�.� �` PERMR NO..�?��"" J �� COMPLEfED �'f- � ADDRESS 7 OWNER T PHONE NO. / CONTRACTOR �S � ��`' �' DESCRIPTION � a � �� ❑ FOOTING ❑ DEMO- INAL ❑ 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 � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL r ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 dWNEAlCOlfiRACTOR TO MEET Y�U:_YES_NO � (I � COMMENTS: �—c ��/�/1 �L°Gi� � �� r�GI/r(� � 1 J' !�� l / l �/l 7� J � (�X �c �e � ° � �e � W R Q i � �`a �� W � .�—.��Z�/' �/` , W K SATISFACTORY:PFiOCEED ❑PROJECT COMPLETE � ❑CORRECT VMORK 8 PROCEED ❑ISSUE CERTIFIC/1TE OF OCCUPIINCY O ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORECONERINO PERMANENT O CORRECT UNSAFE CONDITION WRHIN H��- ❑ pHpTO TAKEN INSPECTOR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR �GTATION ISSUED ❑INSPECTiON REWIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advanoe. (952) 249-46�0 on site• Inspector: Whlfs CapYAnspector's FIN Can�ry CopyfSlb Notlee SEPTIC SYSTEM INVENTORY Site Address: 4765 Augusta St PID 06-117-23-33-0009 Owner Name: 2655 Owner Address: 1360 Hamel Rd Medina MN 55340- BuildingTvpe: Residence Installer: Hayes and Sons Excavating Date of Permit: 4/11/17 System Type: Mound BR's Designed for 5 In Musa?: No Shoreland?: No SEPTIC TANKS: Material: Precast Concrete Capacity: 2250, 1300 Tank Filter: DRAINFIELD: Treatment Area: 630 Soil Boring: DF Ht above Wt: 36" WELL DATA Setbacks -Well Tanks: Well DF: Report In File: Depth: INSPECTION RECORDS PUMPOUT RECORDS d s 5� .. ' ..,, ., Notes Gall • 1• . , 10/10/2017,New System 10/10/2017 01 City of Orono Septic Asbuilt Form `r 2,/7 %Es,,,,,..A. Address: 4765 Augusta Street Building Use: Residence Installer: Hayes and Sons License# L640 Date: 4/21/2017 Septic Tanks: 20t8e0 2250 CrPump Tank: 1-1300 Bedrooms# 5 System Type: ❑X I D II 0 III n Mound LI Trenches 0 Pressure Bed LI Other Draw detailed diagram with measurements indicating distances to tank Risers. Use two(2) points from a permanent structure. Show locations of drop Boxes and length of trenches SiteCopy A B 1 5'S ?3 eA) 2 `j T 92- +- 6 . 6t (4 /� 4 " � y 1 ,q 5 v1311 6 7 f) ( 8 9 0 10 11 12 • _--moi