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Home My WebLink About2010-00808 - new septic � CITY OF ORONO PERMIT NO.: 2oiaoosos 2750 KELLEY PARKWAY ORONO, MN 55356- DATE ISSUED: 10/1U2010 952 249-4600 FAX: 952 249-4616 ADDRESS : 2055 SALEM CT PIN : 27-118-23-34-0008 LEGAL DESC : DICKEY LAKE ADDN : LOT 006 BLOCK 001 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : NEW ACTIVITY : MOUND SYSTEM-SEPTIC APPLICANT SEPTIC NEW 200.00 BURNS EXCAVATING,INC. 3470 CO.RD 21 STATE SURCHARGE SEPTIC 5.00 MAYER,MN 55360- MISC FEE 0.00 Q TOTAL 205.00 Minnesota State License#: 1888 OWNER SODERSTROM ET AL,JEFFREY E 2055 SALEM CT LONG LAKE,MN 55356- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable Ciry 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 aRer work has commenced. The applicant is responsible for assuring all required inspections aze requested i onformance with the State Building Code.This permit may be revoked time for du c se. � f_ U� i / /l>l // l /d plicant e ite gnature Date Issu y Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. .�. _ . -�aos��s� . �.'� , 'Q�` City of Orono a'1� F�RCiTY USE QNLY � '�� P.O.Box 66 O.: O Qate�teceived: 9 � D Permit#do�o-oo O�' � �;.�, 2750 Kelley Parkway � '�'i f'. Crystal Bay,MN 55323 OQ �'? ��«o� (952)249-4600 Art�aunt� $-,�Q,y�,,,=� t CITY OF ORONO—SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Official) � � �Qb l i':: � �� F , , ; ,, . ,.; �. '. Site Address: 2055 SaIG'fYl COUt"t - Orono oWner: Jeff & Mary Soderstrom Mailing Address: 2055 Salem Court c�ty: Long Lake Z;p: 55356 Home Phone: �952� 47C-8291 Alternate Phone: �� :� F ��l� ,� Contractor/A Burns Excavating, �11C. Contact Person: St@V@ BUI'C1S pp.: Address: 3470 County Road 21 state �icense#: � 888 c�ty: Mayer Z;p: 55360 Expiration �ate: 3/21/2011 Phone: (952� 955-3011 Alternate Phone: �612) 685-4303 � s ��-� � �.'�'�� :{� � � � ❑� Residential ❑ Commercial ❑ Other 3 F - � � 3ir:, .�. ..x.:. � �. , . F r : & ii ��a; . ..., ,< �'s> , - . - _ �% „ �'�,<.r.<, i :.�. .�..��:... ..,-_ .... >.. .. . ... � .i..y .,,,� .d .,r ,r ., . , . New or Replacement System $200.00 200.�� Repair Existing System 100.00 (Tanks or Drainfield) State Surcharge 5.00 5.00 Tota� $205.00 W:\(Permits)\Septic Permit Application-Updated Surcharge 7-1-10.doc 1 /2 ** ATTENTION APPLICANT *'" Fiil in ail ap rp opriate blanks and check all appropriate boxes. _ I will be installing the following: Tanks ❑■ Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other (list manufacturer) ,� Lv C /t/�.EGI 'I""U,p(�c.N�C� o!- 1/�-cs�J��T Number of Tanks: 2 t�'''�Un w�-� �'�wlc5 - �F �ror �� ✓-�GLC l z I�t UtZ C l Uv� s�a-GlLyv �u S size of Tanks: 1000 1500 Treatment System Trenches s.f. X Mound 45x105 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, ue and correct. Signature of Applic Date: 9�7/� � MPCA License No.: � 888 Staff Review: �„Accept ❑ Denied Reviewer: �, � Date: �� o�� v Reason for Denial: Comments (to be printed on inspection card): Reset Form W:\(Permits)\Septic Permit Application-Updated Surcharge 7-1-10.doc 2 � 2 , , � � DESIGN FOR AN SUBSURFACE SEWAGE TREATMENT SYSTEM (SSTS) PREPARED BY: CffiP'S SEPTIC SERVICE LLC. �RONp Cppy Pernel "Chip" Hentges 16762 Babcock Ave. Lester Prairie,MN 55354 952-200-3176 Minnesota.Pollution Control Agency Individual Sewage Treatment System License No. 2064 For: Jeff Soderstrom 2055 Salem Court oR��,�a COPY Orono, MN 55356 ORONO CpPy Location of proposed septic system site: SAME This site will be designed for Above Grade Mound System The site must remain protected until construction begins. (This is the responsibility of the owner and or General Contractor) This site evaluation was completed on May 3, 2010. It is for a type one dwelling with and estimated flow of 900 gallons per day. Soils information indicated a seasonal water ta.ble at 12 inches. A Mound System will be required to meet the 3 foot separation from the seasonal high watertable as required by MPCA Agency Rules and Standards, Chapter 7080,81. The Mound System design area is 45 feet wide with a length of 105 feet. Wood laths have marked the location of the soil borings,plus the boundary of the system. The proposed system will require (1) 1000 gallon septic tank and(1) 1500 gallon dosing tank. The existing (2) 1000 gallon tanks will need to be pumped and inspected at the time of installation to determine if they can be used. If the existing tanks cannot be used then a total of(3) 1000 gallon tanks will be needed. The pump will need to be sized to deliver 41 gallons per minute with a lift of 19 feet of total head. An effluent filter must be installed in the second tank with an alarm system. The filter must be checked and cleaned on routine basis—normal use will require the filter to be rinsed off twice a�year (spring and fall). This is the responsibility of the systems owner. �`I`�`�Y`aF C3RQN� �lFPTIC P K �N�PE DA'T� r IT NQ► v�o,�s watarnw �,��'�� +Roven vrtH ca��Ec'cto�ss,�t�otR'Qu � ��' ' ' �� xor�trr��r a ResusMir �FBE.�RQQM�i�+�� tnu.�..�.,e�iwrsw��rwaF,r.� Ml+�►�t.a.t�r.+nr. � . �`�'�equlnn�s ie�ludi*t itaas�t��i�r iw►iw�. �RRI Tifii M�AIi i8i'ON�tZB AT ALL t'IMES Quantities will include the following: Washed sand, 366 tons. The rock bed will require 35 tons of 11/2 clean binder rock, a Sandy Loam cap will require 134 tons of material, . and six inches of loamy topsoil to cover the mound azea will require 153 tons. The set-back for the well from the septic system area must be a minimum of 50 feet for both the septic tanks and the absorption area. The septic tanks will need to be at least 10 feet from the edge of the house and the absorption field must be 10 feet away from properiy lines. It's the responsibility of the owner to identify the properly boundaries for designing and installing the septic system. The septic system if properly insta.11ed and maintained should have no problems treating effluent in the matter that it was designed for. Nothiug other than human waste,toilet tissues, shower, sink,dishwasher and laundry water should be drained to the septic tanks and treatment field. If you have water treatrnent systems other than water softeners, in ex. Iron filters,they should be diverted from entering the septic system. Garbage disposals are not recommended, as they will add more solids to your septic tanks and may allow fine particles to enter the treatment area and clo�the system. Daily toiiet bowl cleaners, shower sprays(that are used after every shower), and excessive cleaning agents may kill bacteria needed to treat septic ei�luent. Additives are not needed,and are not recommended in properly maintained septic system. You should have your septic tanks pumped and inspected for proper maintenance by a certified pumper every 2 years. General � The soil conditions have been established at the test hole location only. There may be variations in soil stratigraphy between and azound the borin�s and interpolarion and extrapolation of the results is not warranted. References: MPCA Website: http://www.pca.state.mn.us/,�ro�rams/ists/index.html U of M Water Resources Center Website: http://septic.umn.edulindex.html If you should have any questions or need furkher information,you can conta.ct staff at the Loca1 Unit of Government that's permitting this project, and or me at your convenience. I hereby certify that I have completed this septic system design work in accordance with 's Rules and Standards Chapter 7080-81, local ordinances,rules and laws. Perne "Chip"Hentges Licenses#2064 , ,EF�S ri�_a�'-�. o ; d 4�: [ ,g-�nawa� Lv<<..c. �� G�-t.� '', �. �-- � � ✓,�ecFY �Ro�� v�& � k��o, � � �c '�% �� / �� l.ncA-naN �l� .fZ-!$�b x ��+il1E gg,� � , ., Y SBO rt �� , `s� Tt3�''� )oo.� _ T� o ��(o� 'Td�oF S� g�.z �,� w t�t c�-e�r�� s � �O l' __' J _ ,_� _• _ . - �,� � . �� + �,,,� .. ' O DIu�Y I�r.� � ✓ / �„ScN 4a f�P�� P/l�oS) :: �� uM� T�-�� .¢"sct/-4 0 ��( �� C2�ld00 �otJ _ f�✓L PiPE Q� �S�P71c'T4�JK-t / �� i000 �.,�,� Cpu�P � �s�,�r A�-� T�M� o F S�P„� �-,�,�� s„¢-�.�„o,�� 35502 � IMrv�urtip W�upo� ' ' ONSITE Preliminary Evatuation Form TREA MENT ' PROGRAM f.Contuk IMormatlan _ , _ _ <: - Prop�rty Owner/Gtent: Cltent Phone Number. Address Parcel I.D. ToMmship# Range# W Section Date Township name I,�,' '�I I� LaHtude/Longitude t � ;��, " fs,�"� li. Evaluallon for system type Pk.w Construction� ,jj�Ekisting Dweltlng Parcel dimensions � �'��'�.�I� �� '� '�I 2. Flow Inform�tlon : , ' CBent-Pro In ormatiori Type(s)of use(otl that�p(y) �Residential ❑Commercial ❑Other Use(Spccify) 'pi,' �' �. > �r� I i�i No.of bedrooms'(if�pplicable) � UnHnished space (ft2) u'�� - No.of resldents in home Adules ❑CMldren ❑Teenagers �Day�care Existing flow measurcments 0 Yes(If Ya,attach readings) 0 GarbaRe Wsposal 0 Water Sottener' ❑Iron Fitte�' Water-usina devices(check ol!thct ❑p�z�� Sump Pump• Other(spectfy) �P�) ❑Large Bathtub/Jacual �High EffScien�.y Fumaoe' ❑Laundry/Large Tub on 2nd F400r �Iiot Tub• 'Clear water source Water use concems(chetk o((that �Faucet/Toilet 0 Multiple Loads of Laundry/Day �LonQ•Term Prestrtption Meds �P�� L71n-Home Business 0 No Lint Scrcen 0 Use of And•Bacteriat Soap Q Frequent Entertaining of Out•of-Town Guests My additional curtrnt or future uses on this parcel(spedfy) My non-sewage discharges to system (spedfy) Sewage ejector or gr(nder pump in home �Ya 0 No I acknowledge the above is complete and accurate (C(lent(s)si�rwtun aid date) '> Deslpner-determin�d Fiow Informatlon A.EsHmated Desl�f Fbw(yslbns per daY1 Antidpated waste atrcn4ch ❑OomesNc �High Strength Descrtption: 3. P�rllfnfnary Site lnfom7at(on ' B(1).Water wpply weli(s)wlthin 100 ft of abso ryt(on area �Ya �No Well(s)were located �ircct Obsarvatlon �Courriy Well Index Meps �Personal CommuMcation Depth of well(s) `� ft Well casiog depth(s) ` � .ft Source B(2).Site within 200 ft of noncommunity vanstent:uppy wall ❑Ya [�1Vo Source B(3).Sib within a dAnMn�water zupply mana�ement a►ea [�Ya � �u� B(4).Location of aU exlsHr�and proposed buiWin�s and lmproVertants on lot(see Site EvaGwtlan rncp) B(5). Bu�ted water suppy plpsa wlthin SO ft of proposed system ❑Yes �No C. Lxatio�of all easem�nb on lot(see Slte EvoGiet/on mqp) $ouree D.Elevallon of ordinary hi$�water lewl(OWHL)-AAN DNR(ff adfonnt to porr�l) E.Floodplain dest�natlon and flood elevatlon ' So�� F.Determine properLy Bnas(see Site EvoGation map) ❑Survey 0 Plat MaP [1 Other Site located in a shoreland distrlct/arc�a( 0 Ya ❑No G.Dlstanc�of s�tb�cks -CI RroPa4Y Lines t�� ❑OHWL �Eszements O Water SuPPb PiP� ❑Well(s) ❑Other Buildi�s a H.Sotl Survey Infornutlon(from wrb soi(survey) ❑MaD Map Uniu on Parcel 'i . �" a�y '�t,;f, Lht landforms Stope Range p y�� Parcnt materials•check aU that c¢�ly Landscape Position(check a[i tnat qpply) ❑TiU �Outwash �loess 0 Bedrodc ❑ALLuvium 0 Summit �Shoulder �Backsbpe ❑Footsbpe ❑Toeslope ❑CoUwium 0 LacusVine ❑Organk �Cut/Fi4 ❑Depression ❑Strcam 0 Tetrace ❑Manmade ❑Plain Minimum bedrodc depth: incha AAinimum bedrodc depth: inchez Maximum bedroek depth: inches Maximum bedrock depth: inches Septic Tank Absoprtion Field•Trench(MN) Map UMt � Ratings Septic Tank Absorptlon Field-At-grode(MN) sepcte'raMc absoiptton rreW-Mound(MN) #�:;, ,...;,�,,.. - � � IMrvaumarW�amom , Preliminary Evaluation Form ONSITE S�wa�e TREATMENT PROGRAM 4. Pr4Hminirjr 5of(PraN' .1�4�'iiiatton(f"�n+wb soil';rur�y.-mdp wnit d�tcti�iCbn 8 Id(airrlFi d�strlp t►�r) Map Unit " , I Depth Texturc�s) Structure(a) Consistence Other(flooding,pc Hortzon t Horizon 2 Ho�izon 3 Hortzon 4 Horiaon 5 AAap UMt �. , .. ,.._s_.;;.. Oepth Texturc(s) Structure(s) Consistenee Othe�(flooding,pc Horlmn 1 ��;;' Horimn 2 Horizon 3 • � Horimn 4 Horizon 5 r, /deP U111C " -t'n.' Depth Texturc(s) Structurc(s) Consistence Other(flooding,pc Hortzon 1 Horimn 2 Horizon 3 Hotizon 4 t zo Hortzon 6 Map Unit z-� Depth Texture(s) Stnicture(s) Consistence Other(flooding,pc Hortmn 1 Hortzon 2 Horizon 3 Horimn 4 Horizon 5 3. LocafGowrnrii�!Unit;lr�#ormallon , , _ , , Name of LGU . LGU Contact _: LGU-specific setbacks - LGU-speciHc desTgn requirements LGU-speciHc installation requtrcments I hereby certify that I have�teted this vwrk in accordance with al pp ordinances,ruks and laws. PemN Chip Ha�ts � S /0 (Desi�ner) (Si4nature) (Llcenu#1 (Date) � � IMwuarvasqvw�� ONS17E Field Evatuation Form SFWAGE TREATMENT `s,,�^.... PR6GRAM _ . .', y.C011'�dCL I[t(OfiflBtlOB .,.._ _. . .,,,_. .�� . �:. �:..�. _... .. ... ... . ,..,..� . _ .:�. . .. ... .....,. . . .....; .�. �� . � .� . �. :. ; .. Propetty Owner/Cltent Jeff Sodentrom Cllent Phone Number. Address 2055 Salem Court,Omno,MN 55356 �� ;4 �i' Weather Conditions 1. Utllity artd 5�i'ucei�ralMonnatiort . >: Utilit Locatiau IdentiHed �Gopher State One CaU Y �MY Prtvate UdUda : Pro rt Lines ❑�termined and A ved Ctlent � y �° � UfentsApprova((initfa!) ❑Determined But Not Approved ❑Approximate �Property Linea Surveyad Locate and Verlfy(see Slie Eva/uoHon rtx�) p Exi:nng eulldings ❑�mprvvemencs ❑E.sem�,ts ❑secbedcs 3. St�e Inforr�ation _ , Percent Slope Slope Direttion Landscape Posltion ' 4-. Slope Shepe Vegetstion type(s) ;"�- Evldence of at,Hll,compacted or diaturbed arcas O Ya �No 0�ocace Anas on Site Evaluadon Mao Disans the flooding or run-on potenNal of site �: ; - Identify benchma�lcs and elevallons(Site Evalulatlon M�) Proposed soil trcatment arca adequately protected ❑Y� �No 4. Gaeafat Soits Info�aEloh; - . . . - : Ortgtnal soils es �No Type of observation ❑Sotl Probe �oil Bo►inR ❑Soil PiY 'Sol!pit requlned if dettrmining foading rate witfput perc test Number of wil oburvations Sotl observations werc oonducted in the prvposed system tocation �� O No A soil observation was made within the most limTNng arca of the proposed system �'� O No Soil bortng log foma completed and attxhed •�� ❑No Peroolation tests perfomrcd,fortra completed and attached �Y� �No 5, Pha�►e Ir R�w'tt��l►Mormadon . _ _ . ,: _, Depth to standing water inches Anticipated construdlon issues Flood elevatlon feet Depth to bedrock inches Depth to periodlcally satunted soil �� Maximum depth of system {�� ! � Elevation at system bottom feet Dlfferences betwren soil survey and Held evaluation Percolation rate minNnch f�-� � ��`�v:�`�'- •� � Loading rate 4Pd/h= Contour loading rate gp�� Site evaluation issues/wmments I hereby certify that I have compkted this worlc in accordance with app ordinancea,rules and laws. Pernel Chlp Hen�as 20y� / (�1�) (Signawre (Lieense#) te Mound Design Trov.Johnson(�co.Wriaht.mn.us for auestions or comments Property Owner: Jeff Soderstrom Date: 5/3/2010 Site Address: 2055 Salem Court, Orono 55356 PID: Comments: instructions: � =req'd input � �input or default � =calculated field *** =ir�staller info I) �6�bedroom Type � Residential System 2) ��GPD design flow s� No Garbage disposal or pumped to septic a> "** '. 30b0 :.Gallon septic tank(minimum) Mt�ktl�e ta�ks or compartmept req'd s) 1.2 GPD/ft�mound sand loading rate 6) 1'0 `ft rockbed width 75.0 ft rockbed length �> **' , 3.0 ft taterat spacing 3:p ft petforation spacing (default 3, range 2-3, for both) ►t�id�t�#e� "manifold connectlon _ . ,__ _ . s) *"•�laterals 36.5 feet tong 12 perfs/lateral 72 perfs total 9) *•" . 7f32 inch perts at �feet residual head gives 0.56 gpm flow rate pe�perforation (3/16"default) (2'head defautt) for this perf size St spacing, &pipe size on tine 12, max perfs/tateral- 30 , line#8 must be less--> OK io� �doses per day (5 recommended, 4 minimum) (4 wilt allow 2"laterals, 5 witl allow 1.5") �i> 180 gallons per dose (treatment volume) i2> 1.50 inch diameter taberals(or smaller)will meet"5x pipe volume" *•* 2.00 inch diameter laterals(or smaller) must be used to meet"4x pipe volume"requirement 2.00 inch diameter laterals (or smaller)will meet"3x pipe volume" is> �'�*�feet of 2.4 ;inch supply line leads to 10 gallons of drainback volume ("top feed"manifold to control the drainback} ia> 190 gallons TOTAL pump out volume(treatment+drainback) is> 10 feet vertical lift from pump to dispersat area, leads W a: i6> *** 41 GPM @ 19 feet of head, Pump requirement note: >50gpm may require an extra 3-6'of head »> •"* 1500 gal Dose tank(minimum) at approximately 31.�;gpi leads to a is� ••• 6.1 inch swing on Demand float, or timed dosing of 4.6 min ON (confirm pump rate with drawdown 4.7 hrs OFF test and adjust as necessary) i9> 12: ;inches of effluent from bottom of tank to cover pump Zo� **" 18 inches from bottom of tank to"pump ON"float zi> '•" 21 inches from bottom of tank to"Hi Level Alarm"float (Add a few more inches if Time Dosed) 2) C7gatlons reserve capacity (after High Level Alarm is activated) s> 0.6� gpd/ft� Absorption area Soil Loading Rate, which gives a mound ratlo of 2 (minimum) (this must match the soil bo�ing log) desired mound ratlo 2.0 2a� �6 percent site slope (0-12%range) �(%downslope site slope, if different than upstope) zs> 12 inches, or 1.00 ft. to Redox or other limiting condition (This must match the soil boring log) teads to a: s6> "*' 24 inch,or 2.00 ft� Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!1 2�� **' 20.0 ft.Totat ABSORPTION width as> 0.0 ft. upslope and sideslope (sand beyond rockbed) 10.0 ft. Downslope (sand beyond rockbed) *"" BERM widths (topsoil beyond rockbed) using 4:1 stope ratio 29> 12 f� upstope berm so� 17 ft. sideslope berms ai� 23 ft. downslope berm optional 16 ft. downslope @ 3:1 slope s2> Overall Dimensions: 10 ft.wide by 75.0 ft. long Rock bed 45 ft.wide by 109 ft. long Mound footp�int 4" inspection pipe 18" cover on top U la berm �2 Downsto e berm 23 � 12" cover on sides ' `"��,�� (6"loamy cap&6"topsoil� 2.00 Cl�far� s�nd lift -�,_ � ' 1.00 pepth to Limitin� �''� Limltin� Conditior� -�`"�' "-�----�-_�-_.--_ Absor tio� Width � 2�� -"———__ ___�.__�„ ___. - Note• For 0�0 196 s�opes, Absorption Wi`dth is measured fram Ehe Bed equa�ly in both directions. For slopes >1�, Absorptl'on W�dth is measured downhitt from the upslope ed�e of the Bed. 33) �s* ROC�C�t.'f�: 10 ft. by 75.0 ft. 9"deep, ptus 20%gives 25 yd'or"1.4= 35 ton sa� *" Mound Sand: (nate: volume is based on 4:1 slope from top of rockbed, Exchange sand for loamy cap if desi�ed) 40.4 up + 94,7 downslope + 19.2 ends+ 63.9 under rock= 262 Yd'or"1.4a 366 ton plus 20% ss) *" Loamy Cap: 41 ft. by 105 ft. 6"deep, plus 20%gives �yd'or"1.4� 134 ton 36) :�e �-OpS03�: 45 ft by 109 ft. 6"deep, plus 2096 gives 109 yd'or'1.4= 153 ton certify that I have completed this work in accordance with alt applicable ordinances, rules and laws. Chip's Septic Services LLC 2064 � � Designer Signature Comparry License# Da Installer Summary 3000 gallon Septic tank(minimum) Multiple tanks or compartrr�ent req'd 1500 gallon Dose tank(minimum) at approximat,ely 31.00 gpi 41 GPM @ 19 ft. of head, Pump required 6.1 inch swing on Demand float 18 inches from bottom of tank to"pump ON"float 21 ir�hes from bottom of tank to"Hi Level Alarm"float �ft. of 2.0 inch supply tine with middle feed manifold connection 24 inch, or 2.00 ft. Sand Lift Mound 10 ft.wide by 75.0 ft. long Rock bed 6 laterals 2.00 inch diameter 36.5 ft. long 3.0 ft. lateral spacing 7/32 inch perfs 3.0 ft. perforation spacing YES Effluent fitter£t alarm 6 clean out&t vatve box assemblies 20.0 ft.Total sand ABSORPTION width (minimum) 6.0 ft. upslope and sideslope (sand beyond�ockbed) 10.0 ft. Downstope (sand beyond rockbed) BERM widths(topsoil beyond rockbed) using 4:1 slope ratio 12 ft� upslope berm 17 ft sideslope berms 23 ft. downslope berm opttonal 16 ft. downslope� 3:1 slope 4" inspection pipe 18" eover on top U slo e berm �2 23 DownsE e berm ` 12" cover on sides '--.�` (6"loamq cnp&6"topsoi� 2.00 �� s�r�cl tift - �-•.�, 1.00 ��''` , , Depth to Lirniting '�''~- �lrilltlrl� �OrldltlOF? � —'-~ "'""'------ Absor tion Width �2c.�- _.--_____ _ __.,.--- _� _ _ Note: Fo� 4 to 1� sEopes, A.bso�ption l�dth is measured from the Bedequally in bath directians. For stapes >1%, Absorptlon Width is measured downhitl from the upslape ed�e of the Bed. Rock Bed: 25 yd'or"1.4= 35 ton Mound Sand: 262 Yd3 or•1.4a 366 ton Loamy Cap: 96 yd3 or'1.4= 134 ton Topsoil: �pg yd3 or'1.4� 153 ton U of MN Onsite Sewage Treatment Program Soil Boring Log . - Client!Address: I.egal DescriptiodGPS: Date: _ a�� - � -� ��:31.0 - Soil Psrent Material(s): Outwash Lacushine Aliuvium Loess Organic Matter Bedrocl� (cirde all that a I Landscspe Posilion: Sammit Shoulder B e ope Foot Slope Tce Slo (circle one) Vegetation: Soil Sarvey Map Unit(s): � J�� : Weather conditions/T'�me of Day: �yu✓n.� � ��,,, , � c��/ Slope Shape: Sah�rated Soil Depth(in) Texture Matrix Mottle Redox Indicator(s) I—.._....--..Stru I Colo s Colo s Sind s sce fiack Sha Grade Consistence c�� w� r.00� ��0� � M� Friabk � 17 � �L�Ar. !d Y'� 3e? ��ns s�°�k�' ,� p� S�B Firm singk Gram � Extt+emely F'um Massive Rigid Ganular W� � �_,(,,,, Concentrations �' Moda�e Friabk �t� , J/_ �5°'" / (pr,� �� Depktions B� g kJ �e F'am t p��► Glcyod smgkc�au, � �IyFum Manire � Rigid � w� � � C b 7� ��Y�- s� �� S oeer�e Friabk /�--2 / � � � F� ! `1/ �.— vC� ,di�'� dkYed smgle c3�in � Exaemely Fum Ma:sive Rigid c�w� w� � C, p P�°�' Modaate Friabk Z� � J �v 1 a f L �/Z jb�l� '��L Dep dions BPr'�i�mtic Strong FQm � r(,�l fi n siogle Cuain � Extremely Fum M�ive Rigid r� w� � CO°��10� � M� Friabk Depletions B.��. ShvnB Firm Gleyod 5ingk cuain I'0°� Exd�mely F'um Massive Rigid c�� w� � �� P� M� Friabk Depletions Bp� S�onB F'um Giryed Singk chain i�O°� Exueinely Fum Comments: �s� w� U of MN Onsite Sewage Treatment Program Soil Boring Log Client/Address: I,egal Ikscription/GPS: �� .Srd�s�•►-. Date: � d �' Z �') �a Soit Parent Material(s): Outwash Lacustrine Alluvinm Loess Organic Matter Bedrock -; (circle all that a I ) �dscape Position: Summit S6oulder Ba ope Foot Slope Toe Slope (circle one) Vegetation: TL� Soil Survey Map Unft(s): Slope(9b): �� (�SkG..� Weather conditionslTime of Day: Slope Shape: Sah�ratcd Soil Depth(in) Textare Matr�ac Mottle Redox Indicatoc(s) I--....—.--Strnct�e-....—.......I Colo s Colo s Hind s see back Sha Grade Consistence c�� w� � Concentrations p�' Moda�e Friabk , S 1 p��2 �� n�p��r;o,� B'°�,' s� �,� �'l � w- c��v� s;��, � ��y��,� c�,� �„� � ,�{ Concentrations p�' Moda�c Friabk �b � Q .S"" - i U��.3�?, Depletions B.�0�'�. StrnnB Fam 1 � �6., i Gleyed g;,,gk� I.oase Extremely Fcm Masaive ltigid � �� w� � �/► i�. ��.y� S� CotKxntrations B�� Moderate Friabk j g • S�`' � n �`• 1 ' a� 1��n.T Prism,tic � Fimn Zy dc�� v S��c� ��F,� � �� Cl'"r 1 y��`I a�� ""� w� r.� °� p�' Modaate Friabk Z��3 Z � � �b��- �� Deple6ons H�°� S�ng Fam �C YUIJ �� Siagle Grain L0°s� Extnaaely Ftm Massiv�e R�Sid C►ranular W/� � Concentrations p�Y Moderaoe Friabk Depletions Bp� Strong Fum Gley�d S;�� i.00se Exc�nely F'um Massive Rigid G�anut.r �y� I� Concentrations P�' Moderate Friabk � Depleti�s Bp�� StronB Fum ��'Od Siagle Gain L'0°� Extremely Firm � COmmeIItS: Massive Rigid U of MN Onsite Sewage Treatment Program Soil Boring Log Cliend Address: Legal Description/GP5: Date: � v�� ool�rS1��-• �,3 �a �� Soil Parent Material(s): Outwash Lacustrine Alluvium Loess Organic Matter gedrock (circle all that applq Landscape Position: Summit Shoulder ope Foot Slope Slo (circle one) Vegetation: T� Soil 5urvey Map Unit(s): �o��q6�. �..�.,,_ ' G Weather conditions/'1'ime of Day: Slope S6ape• Saturated Soil � Depth(in) Texhtre Matrix Mottle Redox Indicatot(s) I—.....---...Structure--�---...--..I Colo s) Colo s Kind(s) (see back Sha Grade Consistence Grenuiar �y� � Concentrations p�8n' Moda�e Friable 1i�" �Q y�y� Depietions B�ocky Strong Firm � I Z �"s`�'� � Gleyed Singie Grain LOO� Extternely Firm Htassive Rigid Granular �ly� J� /�f� C !d �iL 3 � /� �/� _nttati B�� Moderate Friabk M Ol ons Stra�g Firm ` `� �� d U � G .L `'�� Single Grain �OO� Extrtmely�tm 1�tsssive ltigid c�►��e� w� � Concentrations P�'h' Moderate Friabk 1�� /t�` s, L��, /J r �1/r Depletions B�� Strong Firm �, � , Gleyed Single Grain LOO� Ex�trttely Fum Massive Rigid C�ranular W� � Concentrations P�' Moderote Friabk Depletions B�O�`�' Strong F;rm �'4�� Loose Extremely Firm Gleyed Single Grain Massive �gK1 Gronular �yl� � Concentrations P�' Mode,ate Friabk Depletions B�OO�' Strong �� Prismatic Gleyod siugle Grain i�OO� Extremely Firm Mauive ltigid Csranular `y� � Concentrations Plary M�� Friable Dep}etions B��' Strong Firm Gleyed S"agletGraia LO°� ExtremelyFrm Massive Rigid Comments: . � . PERCOLATION TEST REPORT SHEETS DATE: 5-3-10 CONDUCTED BY: Chip Hentges Chip Hentges P9 Depth: '!2 in Tex#ure: Sar�dY L Average perc rate: 16.0 Pr�mary Time Irrterval Irrterval Interval otal Water Water Water Perc (min 8�sec) (minutes) (sevonds) ime depth drop drop rate rn�nute ra�o Irrterval fraction decimal MPI t�rt o:oo:oo .......................... .......................... to 0:20:00 0:20:00 20 20.00 1.25 16.0 ��t o:oo:oo .......................... .......................... to 0:00:00 20 20.00 1.25 16.0 t�rt o:oo:oo .......................... .......................... #0 0:00:00 20 20.00 1.25 16.0 tart .......................... .......................... ERR to P2 Depth: 12 in Texture: Sandy L Average perc rate: 11.4 Primary Time Irrtervai Interval Irrten►al otal Water Water Water Per+c (min 8 s�ec) (mtnutes) (seconds) me depth drop drop rate mtrn�e rano IMerval fraction declmal MPI �rt o:oo:oo .......................... .......................... to 0:00:00 20 20.00 1.75 11.4 tart 0:00:00 .......................... .......................... to 0:00:00 20 20.00 1.75 11.4 tart o:oo:oo .......................... .......................... 1.75 11.4 to 0•00•00 20 20.00 tart o:oo:oo .......................... .......................... ERR to 0�00�00 P-3 Depth: 12 in Te�ure: Sandy L Average perc rate: 13.3 Alternate Time Inte�val Irrterval Ir�terval otal Water Wffier Water Perc (min 8 sec (minutesj (seoonds) �me depth drop drop rate mtnute� Irrterval fraction decimal MPI t�rt o:oo:oo .......................... to 0:00:00 20 20.00 �� 1.5 13.3 tart o:oo:oo .......................... to 0:00:00 20 20.00 �� 1.5 13.3 t�rt o:oo:oo .......................... .......................... 1.5 13.3 0 0:00:00 20 20.00 t�rt o:oo:oo .......................... .................,........ ERR to 0:00:00 PAGE 11 OF 12 DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. COMPLETED ADDRESS �J J �� e� G�' OWNER S��'� TELEPHONE NO. CONTRACTOR �� Qv ��-S � DESCRIPTION �' �S ��' �J C��L� � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO �� v�, COMMENTS: cSC7 i IS UQI.�'�C��U,'� � 0. G I n�;�-,r �,� �� c .�„� c�!`1E� ,r�o--- o �O�T l�� v: i � -I— �— l �l � �C L�2 S 0 � � 1�l/l.0�J.n G' !'� C��-.�..� (� r ,� Q , z � ` C� F- � �-.^ G W � W � � W �p(ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CQRRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN �STOP ORDER POSTED.CALI INSPECTOR �CITATION ISSUED �INSPECTIONREQUIRED.CALITOARRANGEACCESS. Cail for the next inspection 2a hours in advance. (952) 249-4600 OwnerlConVactor on site: Inspector. , ,. . .. -. White CopyllnspectoPs File Canary CopylSite Notice � ( D� TIME ✓ `CITY OF ORONO CALLED IN �� U INSPECTION NOTIC L�v��s'� O HEDULED <� � PERMIT NO. a�� COMPLETED ADDRESS �0✓�'� �li%�-e-l�YL �A��7�C�� OWNER TELEP NE NO. CONTRACTOR , � DESCRIPTION � � ❑ FOOTING PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL � MECHANICAL RI ❑ LAKESHORFJWETLANDS y � FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a o ��L�, �, . ( -�- �v ��,�, � -Ir'c{ � � ° (,: ��1 ✓�-...-c- �'", I � t,r� � .. ,5'=-' W � � � � Q � 2 g ' `jhtw �C W � O U i� U(� .T/�.S'��L� /I e'GI � � f�'W(ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W ❑CO�iRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WlLL RETURN ❑STOP ORDER POSTED.GALL INSPECTOR �CITATION ISSUED ❑ IIVSPECTION RE�UIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952) 249-4600 OwnedContractor on sit� inspector. ' � �=� � White Copyllnspector's File Canary CopylSite Notice