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Home My WebLink About2010-00942 - new septic e � CITY OF ORONO PERMIT NO.: 2oiaoo9a2 2750 KELLEY PARKWAY ORONO,MN 55356- DATE ISSUED: 10/1 U2010 952 249-4600 FAX: 952 249-4616 ADDRESS : 700 SIXTH AVE N PIN : 25-118-23-32-0003 LEGAL DESC : UNPLATTED 25 118 23 : LOT 000 BLOCK 000 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : NEW ACTIVITY : MOUND SYSTEM-SEPTIC NOTE: (3)PRECAST CONCRETE TANKS-EACH 1500 GALLONS MOUND SYSTEM-44 X 88 S.F. APPLICANT SEPTIC NEW 200.00 BURNS EXCAVATING,INC. STATE SURCHARGE SEPTIC 5.00 3470 CO.RD 21 MAYER,MN 55360- TOTAL 205.00 (612)685-4303 Minnesota State License#: 1888 OWNER STEINER,BRUCE 144 EDGEWOOD AVE S WAYZATA,MN 55391- 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 does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances goveming 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 consVuction is suspended for a period of 180 days at any time after work has commenced. The applic is responsible for assuring all required inspections aze request in nformance with the State Building Code.This permit may be revo d at y time for du use. -- � � � /O/ // / /!> Appl�c e ite S�gnature Date ssue y Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. � t,�- ao �a s ,�� City of Orono ��'�"��►�-� P.o.aoX ss ' ' ia f �� 2750 Kelley Parkway Date Reeeived: Permit# °��—� �� l " Crystal Bay,MN 55323 /�? (952)249-4600 Amaunt: ' $_�.,� CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Official) site address: 700 Sixth Averlue NOrth owner: The Steiner Family, LLC Mailing Address: 144 Edgewood Ave. S c�ty: Wayata Z;p: 55391 Home Phone: Alternate Phone: �,• n'� contractoriApp.: Burns Excavating, Inc. Contact Person: St@V@ BUI"C1S Address: 3470 County Road 21 state �icense #: � 888 c;�,: Mayer Z�p: 55360 Expiration �ate: 3/2011 Phone: (952� 955-3112 Alternate Phone: �612) 685-4303 '�;,' 3e�'�� _ ��s �.. . 5 � &� 5'�;.� � � ,�'bx Ffs��i ,. d ;� Y .� �� 3 �`.�", 'h',a ,Y��n� � ,+�MA 1 �� i::<.. ❑■ Residential ❑ Commercial ❑ Other � �M � � � " � �� '�� :.. �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 t :i � � �:;;- . .e �f �yF�� F�N . . w .�; .. ,r � ..�.'`.. �' f ;"_ i: ��> f.;,�., � `e: 's ^��4 �� \ ti) 1 will be installing the following: Tanks ❑■ Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other (list manufacturer) Number of Tanks: 3 size of Tanks: 1500 1500 1500 Treatment System Trenches s.f. X Mound 44x88 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 compl �; -�e and corre . Signature of Applicant Date: �6�T/,/U MPCA License No.: ��5� Staff Review: Accept ❑ Denied .� f� � Reviewer: /t� _i�. Date: � �O Reason for Denial: Comments (to be printed on inspection card): . � .. W:\(Permits)\Septic Permit Application-Updated Surcharge 7-1-10.doc 2 �2 DESIGN FOR AN SUBSURFACE SEWAGE TREATMENT SYSTEM (SSTS) PREPARED BY: CHIP'S SEPTIC SERVICE LLC. �RONO COPy Pernel "Chip" Hentges 16762 Babcock Ave. Lester Prairie, MN 55354 952-200-31'76 Minnesota Pollution Control Agency Individual Sewage Treatment System License No. 2064 For: CITY OF ORONC�► Patty Napier SF.PTIC P R At VI ORONO COFY Coldwell Banker Burnet INSPECTOR Wayzata Office DATE - PBRMIT P+�, 201 East Lake Street APPRO'VEp AS 5L311INITT69 wa ZAtA MN 55391 APPRQVED WI1'H CORR�A�1R'1� Y � NOT APl'ROYBD•Cp1tROC'1'4 R6A1�1� 'these oommoata aa Aor yar b�wiwl. AM w4t i�11t� Location of ro osed se tic s stem ��°��N1q0��'��'�"��` P P P Y t��.�ann.�w�eotna�qr�t w+M1��r �E&�tHis p.+w uT�t�'s JI�'�►u.� 700 6TH Street Ave North Orono,MN 55391 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 June 1, 2010. It is for a type one dwelling with and estimated flow of 750 gallons per day. Soils information indicated a seasonal water table at 22 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 44 feet wide with a length of 88 feet. Wood laths have marked the location of the soil borings,plus the boundary of the system. The proposed system will require (2) 1500-gallon septic tanks, and (1) 1500 gallon dosing tank. The existing tanks will need to be pumped and inspected at the time of installation to determine if it can be used. The pump will need to be sized to deliver 32 gallons per minute with a lift of 18 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 ORONO CQPY . � ,�� . 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. Quantities will include the following: Washed sand,200 tons. The rock bed will require 58 tons of 11/2 clean binder rock, a Sandy Loam cap will require 20 tons of material,and six inches of loamy topsoil to cover the mound area will require 80 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 property lines. It's the responsibility of the owner to identify the property boundaries for designing and insta.11ing the septic system. The septic system if properly installed and maintained should have no problems treating ei�luent in the matter that it was designed for. Nothing other than human waste,toilet tissues, shower, sink, dishwasher and laundry water should be drained to the septic tanlcs and treatment field. If you have water treatment systems other than water softeners, in ex. Iron filters,they should be diverted from entering the septic system. Gazbage 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 clog the system. Daily toilet bowl cleaners, shower sprays (that are used after every shower),and excessive cleaning agents may kill bacteria needed to treat septic effluent. 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 around the borings and interpolation and extrapolation of the results is not warranted. References: MPCA Website: http://www.pca.state.mn.us/pro�rams/ists/index.html U of A�I Water Resources Center Website: http://septic.umn.edu/index.html If you should have any questions or need further information,you can contact staff at the Local 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 CA les and Standards Chapter 7080-81, local ordinances,rules and laws. Perne ip e ges Licenses#2064 � � d s . �v✓ �„� C_ � ' ,�x�sriiJ< ��sr�o ��J lo,�Z ^ s,�n� �,�- (��MP � �vs PG'� �1�ps �'4� � 4'' Sc,�-r .¢o �� P��,� ,�►s��c� ` o ,�� , ,o �.4�� , �� v �� S,�p�� l� ��-`- ( Fe�� ti��s� � . \ �i ' �� , / _ �,, � �� ' �� ^ �� , �=�d � 35502 � _' � U D !o'�'�-S�t s-1 G4�zc� ,M�1.P C • H�u'1�i�' � /O �tCS�J^�� /Y�•J , zoFz - �'' sc� a.o P�� PrP� (� �(,,�/°`ws � �,� ,s�c� �--�.�.�..�� puM.P ?��1�t.. Z � ► � �� b� Z" Sc�t � � 4U P�c- t�iP�— 11 �r .1 � \ �1.�. f �/ G � � 9S.S � � � �Z �T ./ o �-� � _ �� _ /�'i,z �6 � ��\ �d'.3 % �� 9�� 97 S �l loo o �' t�-r.i� r� �� r �E ��'.- � �� 35502 IMnwmofWxr000w ONsrrE � Preliminary Evaluation Form r��TMENT PROGRAM �.Contact I�brmattan _ `. ; ' ` Prop�rty OwneNClbnt Clknt Phone Number. Addrcu Par+�el I.D. TownsMp# , ,4 I I I Range# II, �i I , ,� !�� W Section Date TownsMp name il+��!'i �',i,W��, Latitude/Longitude I�I III �II ��I� �I�' III�� I V'I�'I�II Evaluatlon for system type New Corntruetton❑ j�xisdng Dwelling Parcel dimeruions �� i 1, � I I� I 'I��I,i �� i�l'�y,l,,, ,I! �, u � 2. Flcw Cniarrruticn , Cliene-Provt I orn�ation �� Type(s)of use(clf that cpply) u ResfdeMial ❑Commerctal ❑Other Use(Speclty) ��I , �i No.of bedroortu•(If cpplicab/e) UnNnished space (ft=) No.of residents in home ults ❑Children ❑Teenagers �Daycare Existing flow measuremenu ❑Yes(If Ya,attach readings) � 0 Garbaae Disposal ❑Water Sottener" ❑Ir�Filter' Water-using devices(check o/!that ❑Dtshwasher �Sump Pump" ��Kr�Y) °ppry� �Large BathUib/Jaumi ❑Migh Efffciency Fumace' Q Laurxlry/Large Tub on 2nd Floor ❑Hot Tub' 'Ckar water source Water use rnncems(check all that ❑Fatxet/Toilet ❑Multi�e Loads of Laundry/Day ❑Long•Term Presciption Meds �p�� ❑In-Home Business �No Lint Scrcen 0 Use of AnN•Baeterial Soa �F P requent EntertalMng of Out-of•Town Guests My addttional current or future uses on this parcel(specf�r) Any non-sewage discharges to system (spectfy) Sewage ejector or grinder pump in home ❑Yes I acknowledge the above is complete and accurate (Climt(s)sl�aturc md date) Destyner-determined Flow Infortnetion A.Esdmat�d Desi�Flow('sltons per daYl Antldpated waste strength �Bomadc 0 High Strength Description: 3. PreBrt! Sit�.l�ormafion B(1).Water aupply well(s)within 100 ft of absorptfon uea ❑Ya �No Well(s)were located �.Direct Observation 0 County WeU Index Maps ❑Personal Commu�teation I�, ! Depth of well(s) ft Well casing depth(s) ft Source B(2).Site within 200 ft of noncommunity transient supply vrell ❑Yes [�'No Sour�ce B(3).Site within a drinMng water supply management area ❑Yes (�Pb Sourre B(4).Locatlon of all e�dsdng and proposed buildin�x and Improvements on lot(see Sfte EvoGatton rr�) B(5).Burled water supply pipes wkhin 50 ft of propos�d system �Ya j�1 No C.Loaatlon of all aas�menb on IoL(see Slte Evoluatlon mc�) Source i �I I'�, � D.Elevallon of ordinary ht�water kvel(OWHL)-AAN DNR(if adjacent to porc�() E.Fioodplain desig►atfon and flood elwadon Source F. Determine prop�rty lines(see Site EYc(uallon mcp) ❑Survey �.Plat Map �Other Site located in a shorcland distrid/arca ❑Yes 0 No G. Dlatance of satbacks ��r��s ❑oHw� p E,s�menc� �Water Supply Pipes ❑w�u�:� ❑Other Buildings H.Soil Survey Inforn�aHon(from wrb to1!su►v�ry) ❑Map AAap UMts on Parcel �� p'�',' 'M �� I i , !��'��d rna List landfortns Slope Range II i I ll il la�'�II IIi�0� Parcnt materlals-check ulf that qvply Landscape Positton(check a/l that c�ply) �tu p outwasn p�oess O eedrodc ❑Alluvium p s�mmic .�.snou�aer p sacic:b�e p Foocsa�e ❑roe:�e ❑CoUuvium 0 LaasUir�e ❑Organlc ❑Gut/fiQ Q peprcssian ❑Strcam �TeRace ❑Manmade ❑Plain Minimum bedrodc depth: indies Minimum bedrvck depth: inches Maximum bedrock depth: incha Maximum bedrock depth: inches Septic Tank Absoprtion Field-Trench(MN) AAap Unit Ratings Septic Tank Absorption Field-At-grade(MN) Septic Tank AbsorptSon Field-Naund(MN) � VMIVY{f1Y W'W]YfOfi �NS17E • Preliminary Evaluation Form 1'REpTMENT PROGR0.M 4. Pnlitninary 3oi1' oflle,lnfo?maRlcn(jro1»web soJl su►vey"-;mcp wnit descrlPtfon 8 aJ'ffcfol pE�oiw) ; va doscrl �. _ , � Map Unit Depth Texture(s) Structurc(s) Consistence Other(ilooding,pc Horizon 1 Hortzon 2 Horizon 3 Ho�izon 4 Hortmn 5 Map Unit Depth Texture(s) Structure(s) Consistence Other(flooding,pc Horizon i Ho�fzon 2 Horimn 3 Horizon 4 Horizon 5 Map Unit Depth Texture(s) Structure(s) Consistence Other(floodi�g,pc Hortzon 1 Hortmn 2 Horizon 3 Hor(zon 4 Hortmn 5 lNap Unit Depth Texture(s) Stnicture(s) Consistena Other(flooding,pc Ho�imn 1 HoNmn 2 Horimn 3 Hortzon 4 Horimn 5 5. Local Governmei►t Unitlhforniadon � : _. Name of LGU LGU Contact LGU-specific setbadcs LGU-specific design rcquiremenu LGU-speciftc instaUation requirements I hereby certify that I have completed this woric in accordance with app rdinances,rules and laws. Parnei Chip Hanbpas � Zpg4 �- !� (Desi�er) (Si;nature) -!!! (License#�) (Date) ' IM�r�v.m m N��xwnn � Field Evaluation Form �E�G� TREATMENT PROGRAM ��y 1.Contaet Inforniatlon , P�operty Owner/CBent Client Phone Number. Address 700 6th A+re North,Orono,hW Date Weather Conditions _ _ __. 2. UNliEq and SC►uc�ure ir�formation Utility Locations identifted ❑Gopher State One CaU ❑Any P�ivate UtiUNes Property Lines �Determi�ed and App►oved By CUent I Client's Approval(initic/) ❑Determined But Not Approved ❑Approximate ❑Property Lines Surveyed locate and Verify(ue Stte Eva(untion mc�) ❑Existlng Buildings ❑Improvements ❑Easements ❑Setbedcs 3. Site informallon - Percent Slope Slope Directlon Landscape Position Slope Shape Vegetallon type(s) Evidence of cut,fill,compacted or disturbed areas ❑Y� ❑No ❑Locate Areas on Site Evaluallon Man Discuss the flooding or runron potentlal of site Identify benchmarks and elevatto�s(Slte EvalulaHon Map) Proposed soil trcatment area adequately proteded �Y� ❑No _ _ 4. Ge,neral Solls InfornwNon' _ _ . _. , OrigSnal soils Y� ❑� Type of observation ❑Soil Probe �Soil Borina ❑Soil Pit• "Sof!pit required if determintng loadfng rate withoui perc test Number of soil observations Soil observations were conducted in the proposed system location P�-7� �� A soil observation was made w(thin the most limiting area of the proposed system JlJ�cCs ❑No Soil boring log forms completed and attached �Y� ❑� Percolation tats perfomxd,forms completed and attached �Y� �� _ _ 5. Phrsse:l.RepoRins informallon Depth to standing water inches Anticipated construction issues Flood elevation feet Depth to bedrock inches Depth to periodically saturated soil inches Maximum depth of system inches Elevation at system bottom feet Differe�ca between sotl survey and field evaluation Percolation rate minHnch Loading rate gpd/ft2 Contour loading rate gpolft Site evaluation tssues/comments I hereby certify that I have completed this work in accordance wi a ap ble ordinances,niles a�d laws. PernN Chlp Hentpes 2064 � (Designer) (Signaturc) (License#) (Date) • • Trov.JohnsonC?co.Wriqht.mn.us Mou nd Des�gn for questions or comments Property Owner: Date: 6/1/2010 Site Address: 700 6th Ave N, Orono, MN 55391 PID: 2.51182E+12 Comments: instruc4ons: � =req'd input � =input or default � =calcutated field *"* =installer info i� �5 bedroom Type � Residentitl System 2> 750 GPD design flow 3> No Garbage disposal or pumped to septic a> *•• 3f�U Gallon septic tank(minimum) Mu["tiple tanlis or compar�ine�t req'cl s� 1.2 GPD/ft�mound sand loading rate 6� 10' ft rockbed width 62.5 ft rockbed length �> •*• 3.0 ft lateral spacing , 3.Q ;ft perforation spacing (default 3, �ange 2-3, for both) m►d:z�ke� �manifold connection a> «•*�6 laterals 30.3 feet long 10 perfs/ laterat �perfs total 9> *•' 7/3� ::inch perfs at �feet residual head gives 0.56 gpm flow rate per perforation (3/16"default) (2'head defautt) for this perf size fx spadng, & pipe size on line 12, max perfs/lateral= 30 , line#8 must be less --> OK io> �doses per day (5 recommended, 4 minimum) (4 will allow 2"laterals, 5 will altow 1.5") i i� 150 gallons per dose (treatment voiume) �2� 1.50 inch diameter laterals(or smaller)witl meet"5x pipe volume" ••• 2.00 inch diameter laterats (or smaller) must be used to meet"4x pipe volume"requirement 2.00 inch diar�ter taterats (or smaller)will meet"3x pipe votume" i3> "** 75 feet of 2:0. inch supply line teads to 13 gallons of drainback votume ("top feed"manifotd to control the drainback) �a> 163 gallons TOTAL pump out votume (treatment+drainback) is> f0 feet vertical lift from pump to dispersal area, leads to a: is� "•• 34 GPM C 18 feet of head, Pump requirement note: >50gpm may require an extra 3-6'of head i�) •'" 1500 gal Dose tank(minimum) at approximately 31�:�0'gpi leads to a is> •*• 5.3 inch swing on Demand float, or timed dosing of 4.8 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 20> •�• 17 inches from bott,om of tank to"pump ON"float Zi> *** 20 inches from bottom of tank to"Hi Level Alarm"float (Add a few more inches if Time Dosed) 2z> 871 galtons reserve capacity (after High Level Alarm is activated) 23� Q.50 gpd/ft� Absorption area Soil Loading Rate, which gives a mound raUo of 2.4 (minimum) (this must match the soil boring log) desired mound ratio 2.4 2a> 1b ; percent site slope (0-12%range) �(%downslope site slope, if different than upstope) 2s> 14 'inches, or 1.17 ft. to Redox or other limiting conditlon (This must match the soil boring log) teads to a: 2s> *" 22 inch, or 1.83 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!! 2�� '** 24.0 ft.Total ABSORPTION width Zs> 0.0 ft. upslope and sidestope (sand beyond rockbed) 14.0 ft. Downstope (sand beyond rockbed} *•* BERM widths (topsoit beyond rockbed) using 4:1 slope ratio 29� 10 ft. upslope berm so> 12 ft, sideslope berms si> 24 ft. downslope berm optional 18 ft. downslope C�3:1 stope a2> Overall Dimensions: 10 ft. wide by 62.5 ft. long Rock bed 44 ft. wide by 87 ft. long Mound footprint 4" inspecti�n pipe 18" cover on tQp U slo e berm �� Downslo e berm z4 -----r-- 12" cover on sides {6"loamy cap&6"topsoil) 1.83 , Cte�ri sanci lift . 1.17 pept9� to L4mitin� Limitin� Conditic�n _._ -------------------. _� _ 2�� --_--_ AbSor tian Width • � — --. _--- -- --- __ Note: For�O to 196 slopes, Absorption Wfdth is measu�ed from the Bedequalty in t�oth direttions. For stopes >1�, Absorption W�dth is measured dawnhitt from the upstope ec[�e of the Bed ss> *** Rock Bed: 10 ft. by 62.5 ft. 9"deep, plus 20%gives 21 yd'or"1.4= 29 ton 3a> "" Mound Sand: (note: volume is based on 4:1 stope from top of rockbed, Exchange sand for loamy cap if desired) 2b.6 up + 89.5 downslope + 21.8 ends+ 54.0 under rock= 230 yd'or"1.4= 322 ton plus 20% 3s> •** Loamy Cap: �ft. by 83 ft. 6"deep, ptus 20%gives 74 Yd'or*1.4= 104 ton 36> •** Topsoil: ' �ft. by 87 ft. 6"deep, ptus 20%gives 85 yd'or*1.4= 119 ton 'fy that 1 have completed this v�rork in accordance with atl applicable ordinances, rules and laws. Chip's Septic Services LLC 2064 � Designer Signa re Company License# Date tnstatter Summary 3000 gallon Sepdc tank(minimum) Muttiple tanks or compartment req'd 1500 gallon Dose tank (minimum) at approximately 31.00 gpi 34 GPM C 18 ft. of head, Pump required 5.3 inch swing on Demand float 17 inches from bottom of tank to"pump ON"float 20 inches from bottom of tank to"Hi Level Alarm"float 75 ft. of 2.0 inch suppty line with middle feed manifold connection 22 inch,or 1.83 ft. Sand Lift Mound 10 ft.wide by 62.5 ft. tong Rock bed 6 laterals 2.00 inch diameter 30.3 ft. long 3.0 ft. lateral spacing 7/32 inch perfs 3.0 ft. perforation spacing YES Effluent filt+er ft alarm 6 clean out ft valve box assemblies 24.0 ft.Total sand ABSORPTION width (minimum) 6.0 ft. upslope and sideslope (sand beyond rockbed) 14.0 ft. Downslope (sand beyond rockbed) BERM wldths(topsoit beyond rockbed) using 4:1 slope ratio 10 ft. upstope berm 12 ft. sidestope berms 24 ft. downslope berm optional 18 ft. downslope C�3:1 slope 4" inspection pipe 18" cove�an top U slo e berm �� 2a Dvwn$lo e berm 12" cover on sides (6"loamy cap&6"topsoil) 1.83 Clear� s�nd lift 1.17 p��th to Limiting �imitiE�� Cvnciiticin__ . _`�""--"�—_�___M_._. Ab.sor tion Width z�a.e-� _._. ____ ._ __--_ ----- --. _ - Nate: For 0 to 1�stapes, ,4bsorption Wi'dth is rneasured from the Bedequalty in both directions. �or slopes >1%, Absorpt�on Wfdth is measured downhill from the upslope ed�e of the B�d Rock Bed: 21 yd3 or"1.4= 34 ton Mound Sand: 230 yd3 or"1.4= 322 ton Loamy Cap: 74 yd;or'1.4= 104 ton Topsoit: 85 Yd3 or"1.4= 119 ton , Soil Map—Hennepin County,MinnesoYa , � � H H � � � � $ � o a�o a�eo as�aao ae�eoo as��so $ as•o�z~ � 45'0'3" $ �.c:i::"' f f ��t::�. N � � _ ~ f � � a g g f f W � m � ♦ � m $ O m a „ N � N a � I1 : . �:a ,�: : . ... . --. � �,..�:, .,.. ..:....t �. � �a � Nm W f � O g � ^ a � 44•59'48" 44'59'48' 45 0 45 20 45 0 4 440 45 0 � Map Scele:1:2,390 N pAMed on A size(8.5"x 11'�aheet � 'ry" N MeteB � m A 0 20 40 80 120 � /V 0 50 100 200 300 t uSI�A Natural Resourcea Web Soil Survey 8/2/2010 � Conservation Servioe National Cooperative Sofl Survey Page 1 of 3 Soil Map-Hennepin County,Minnesota Map Unit Legend : Wennepin�Gounty,:Minne"sota(MNOb3) M�p Unit Symbol Map U�IE Name Acreat.in A01 Pgrcent of A01 L22G2 Lester loam,morainic,6 to 12 percent slopes,eroded 17.7 62.4°� L22D2 Lester loam,morainic,12 to 18 percent slopes,eroded 4.8 17.0% L22F Lester loam,morainic,25 to 35 percent slopes 2.9 10.4°r6 L50A Houghton and Muskego soils,depressional,0 to 1 2,g 8.go� percent slopes L70E Lester-Malardf complex,18 to 35 percent slopes 0.1 0.3% Totalt tor Area oi Interest 28.4 100.0`/e �� Natu'al Resources 1lVeb Soil Survey 6/2�010 ConservaUon Service Natlonaf CooperaUve Soil Survey Page 3 of 3 U of MN Onsite Sewage Treatment Program Soil goring Log � Client/Address: Legal DescriptiodGPS: Date: . 7 o v (a��► /-�• n ��o''a S�' � . . _ G/��i c� Soil Parent Material(s)' Ontwash I.acustr[ne Alluvium Loess Orggnic 1�Iatter Bedrock (circle all thst a Landscape Positlon: S ' �oShoulder Back/Side Slope Foot Slope Toe Slope � (circle one) � • Ve�etation:�� Soil Snrvey Map Unit(s): SloPe(`1b). . Weather conditions/'Itime of Day: (��/- �``' � (O�r� 6 Slope Shape: Depth(ia) Textare Matrix Mottle Redox Satarated Soil I�licator(s) I—.-.._.....,.g I Colo s Colo s Bind s s�ee back SLa Grade Co�sistence C.anuter �y� � Concxntrations p�8�3' Modaate Friabk � — l� l.e� `��2 G�1�ons Blxky LA�ose Firm Pnsrymtic 8 Su�gie Graai Exb+emely Fum Massiv� Rigid Grawlar �y� I� Concentrations �' Modaaoe Friabk j�p- /� (,p A^^ �� `f2- 3/3 D��eP��o�s B'� sa�ng Firm ry Singk(3rain � EXtrcmely Firtn Mauive Rigid c�u� w� � Concd�trations �' Moderato Friabk !� Z� /�,l , l ��t,/ ��°ns B� StranB F'inn V V / � Single C�ain t� EMre�1y F�um Maaive Rigid c�,� w� � i�1� L ��o � M� Friabk L _3 �� o �� $ �o S�g F'mn � � �G� �' /GUt G(tyed smgle Cnain I�0°� Extretnely Frm � Massive Rigid Gronular �ly� � �� M� Friabk Depletions B�' g � p� d'�B F�um GI ed Single Gtain L0°� Extremely Fum Massive Rigid Granuhr �y� L� �10� � M� Frisbk Depletions B�' g : p� �B F'um Gleyed Singk chain LOO� EXtremeb F'um , Menive . Rigid COd�CDtS: U of MN Onsite Sewage Treatment Program Soil Boring Log Clientl Address: I.egal Description/GPS: ' Date: S�' 2- � �//� Soil Parent Material(s)' Outwash LacusMne Aliuvinm Loess Organic Matter Bedrock (circle all that a Laadscape Poslition: Summit Shoulder BacWSide Slope Foot Slope Toe Slope (circle one) Vegetation: Soil Snrvey Map Unit(s): Slope(4'0): Weather conditions/Tyme of DaY: �es f�r ��--� �o 'l0 `� Slo Sha : Saturated SoII Depth(in) Textare Mstrix Mottle Redox I�icator(s) I------....._Structate..............I Colo s Colo s) Kind(s s�ee back Grade �� w� Concentrations M�� '._��,_ � . l2 �� or2�lZ G�p�� B�� S r,� �' s�,�c�� iy�'um � w�a �� W� Concentrations Moderaee 12 - �� c o� �� 3/s ��,s � S � Glryal Singk cirau, � Extrcanely Fum Massive Rigid �� w � e �1 concenaations c �� F' k � ° - z z G� � nep�etions � G�� Singie(i�ain � ��Y�� tNassive Rigid c�� w� � / �� C� 1Koderote Friabk Z Z' Z� G�- �/ �� -r c� S � S g `�� 1�"1 �' s;ngle caain ��r Fcm Massive Rigid c�,� w� � ��0� �' i►'�od�e Friabk Depletions B�' S � �8 F'um Gl ed S;ngle Gram L0°� Exaemely F'um Massive Rigid � w� � �O� � M� Friabk Depletions p�� StroaB Fum Glryed g;�� I.00se Exaemey Firm CO�1mCIItS: Massive Rigid U of MN Onsite Sewage Treatment Program Soil Boring Log ' C1ienU Address: I.egal Description/GPS: ��; • � 62a� wt✓ .�-3 ��l�l v Soil Parent Material(s). Outwash Lacustrine AUuvium Loess Organic Matter roc�C' (circle all that appl� Landscape Position: Summit o Back/Side Slope Foot Slope Toe Slope (circle one) Vegetation: Soil Snrvey Map Unit(s): �o��y��: �j�er �j.rdr�� ,�� !� � oG-�-. Weather rnnditionslI'jme of Day: Slope Shape• Saturated Soil � Depth(in) Textare Matrix Mottle Redox Indicator(s) I.—.---......_Stru I Colo s Colo s Sind s (see back •Sha Grade Consistence Granuler N� � Concentrations �ety Modaate Friabk �.- � / _� O r�� Depletions �� Strong Firm (�e Gltyed Siagle Gram I�0°SO Exu+emely Firm Massive Rigid Gnrwlar �y� L� S'� /� / Concenhations P��' Modaa�e Friable � . `V .,�`C.—i"'�• �D 7L�f i� Depletions Pri�ma�c S�g Firm Gleycd SinglcGra� L0°� Extremely F',rm Massive Rigid C�ranular �y� � ��` Concentrations B��Y Modaate Frinbk 1� 'Z`� l a ��' �� nep�etions � sa�g Firn, ��^ C'�h'� single(�ain LOO� Extremely F'um Massive Rigid ��! � n , � Weak � e� !� � Moderate Friabk �Cj �� L_ C�!'� `lY 1ar� /Z GI ed B Strong Firm Prismetic �' Single Grain I'0°�� Exuetnely Frm Mauivc �8� Cnanular qr� � Concentrations p��' Mode�ate Friabk Depletions B�O�' S trrn►$ Fitm Gleyed g� I.00se Exaemely Fum Massive Rigid �� w� � Concenhations P��3' Modaate Friabk De letions Blocky p pri�natic S� Fum Gleyed Siogle Grain T-O°� Exhzmely Firm tv[assive Rigid COn1II1�tS: . ,PERCOLATION TEST REPORT SHEETS DATE: 6-1-10 CONDUCTED BY: Chip's Septic Design Ch�p Hentges P1 Depth: 12 in Texture: Loam Average perc rate: 30.1 �rlmary Time Irrterval IMerval Irrterval otal Water Water Water Perc (min 8 sec) (minutes) (�s) me depth drop drop rate mtnuceraao IMerval fraction deCimal MPI r�rt o:oo:oo .......................... .......................... to 0:20:00 0:20:00 20 20.00 0.75 26.7 tart 0:00:00 .......................... .......................... to 0:00:00 20 20.00 0.63 31.7 tart o:oo:oo .......................... .......................... to 0:00:00 20 20.00 0.63 31.7 tart .......................... .......................... ERR to P, 2 Depth: 12 in Te�cture: Loam Average perc rate: 26.7 Primary Time Intervai irrterval Irrterval otal Water Water Wffier Per+c (min&sec) (minutes) (seoonds) ime depth drop drop rate n�ru�e ra�o Irrterval fraation decimal MPI t�rt o:oo:oo .......................... .......................... to 0:00:00 20 20.00 0.75 26.7 �art o:oo:oo .......................... .......................... to 0.00�00 20 20.00 0.75 26.7 t�rt o:oo:oo .......................... .......................... to 0:00:00 20 20.00 0.75 26.7 tart o:oo:oo to .......................... o:oo:oo .......................... ERR Depth: in Texture: Average perc rate: Altemate Time Interval Irrterval Irrterval otal Water Water Water Perc (min 8 sec) (minutes) (seoonds) me depth drop drop rate r�nute racto Interval fraction decimal MPI t�rt o:oo:oo .......................... .......................... to 0:00:00 0.38 t�rt o:oo:oo .......................... .......................... to 0:00:00 0.5 t�rt o:oo:oo to .......................... 0:00:00 .......................... 0.5 t�rt o:oo:oo .......................... .......................... to o:oo:oo PAGE 11 OF 12 DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED �� -� PERMIT NO. COMPLETED ADDRESS 00 (AG�I-Bi � • OWNER TELEPHONE NO. g52 Z� " 3/ 7/� CONTRACTOR �� DESCRIPTION �e'� �e��c��' � ❑ 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 v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP i ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEEf YOU:_YES_NO y COMMENTS: � W o. o �C� /r� S U_�� C��--lU�! �' � � �i�s` �-��9 �--C��' � J/ `/' 0 W f'�f�7'r/Pc� �� C��21� Q z 13c� �• �;3 � �1ic� ,f-��e�1 ,�-�f- ��-(-�`` jbc..�eT' W j �,r� l``��t`S a W ❑WORKSATISFACTORY:PROCEED ❑PROJECTCOMPLETE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALLTO ARRANGE ACGESS. Ca11 for the next inspection 24 hours in advance. (952) 249-4600 Owner/ConVactor on site: Inspector. � �f n /-� QS •- � � White Copyllnspector's File Canary CopylSite Notice �� ✓ TE TIME CITY.OF ORONO CALLED IN lO � INSPECTION NOTICE SCHEDULED � % PERMITNO. �D�D —DD��OMPLETED ADDRESS �]OO �SG� .�-�T Tvr � OWNER TELEPHONE NO.6/Z Z�9 Z�9 J� CONTRACTOR >; DESCRIPTION r ' `�Ek�lLIVCQ C�� ❑ FOOTING PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICALRI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL 0 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 RE��voAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: / a =� `�� S��-w�- S ��4 n lLS 6(� ��sw,,�c�,A-..�1 � o /'bbn G-�l�o,,.� �Arw;� �� 7n,�K � �('�� nr'!C�?�cr ° � ,�� lrb�•rpS t�c.v�.�-? �-.�e r c S�T�jAe.l� `� DlG � Q z Q��.�I �- � C�C S�� F�c' � �3 � �t'� s�< <¢S' W � � � �RK SATISFACTORY:PROCEED PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CAIL FOR REINSPECTION TEMPORARY V BEFORECONERING PERMANENT ❑CQRRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR W{LL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUtRED.CALL TO ARRANGE ACCESS. Cali for the next inspection 24 hours in advance. (952) 249-4600 OwnedContractor on site: Inspector. � ��•S White Copyllnspector's Fiie Canary CopylSite NoHce