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Home My WebLink About2012-00781 - new mound system CITY OF ORONO * z 0 1 z - 0 0 7 8 1 * � 2750 KELLEY PARKWAY ppTE tssUEn: 08/23/2012 , ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 1925 FOX ST PIN : 03-117-23-43-0002 LEGAL DESC : UNPLATTED 03 1 17 23 : LOT 000 BLOCK 000 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : NEW ACTIVITY : MOUND SYSTEM -SEPTIC NO"I�E: MOUND SYSTEM 37 S 74 APPLICANT SEPTIC NEW 200.00 BURNS EXCAVATING, INC. 3470 CO. RD 21 STATE SURCHARGE SEPTIC 5.00 MAYER, MN 55360- TOTAL 205.00 (612)685-4303 Minnesota State License#: 1888 OWNER WATSON,J WAGSTROM ASHDOWN 1925 FOX ST 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 Ciry approvals,and the State Building Code. This permit is for only the work describcd and does not grant permission for additional or related work which requires separate permi[s. 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 afier 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 any time for due cause. � " �' / �2.3/ % Z ' ' � � � � �i,' �—� �� ,.xJ� c�:�� "� / Applicant Permitee Signature Date �� [ssued By Signature Date SEPARATE PERM[TS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. ` City of Orono FOR CITY USE ONLY � 4�a�'�• P.o.aoX ss Q, � � �p�t, � 2750 Kelley Parkway Date Received: `� � �Permit# abl a ' D f��,� � ��°'* �� Crystal Bay,MN 55323 ��{{ ,�) !},� ��t%��;� r,`�� (952)249-4600 �-(�I^ �I' Amount: $ ��• �(/ ,�'J \.t,qnto•;/ U��1 I - ... \aV � 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: ; �1 LJ f"U � :� i(Lt-i�� - Owner: __�u I'r� 1�-1(�tL- �rL%I�t T�%�\; Mailing Address: /'�IZS ��X ST�L.�-�1 city: �,ul�U��T'W- , ILtirU _ z�p: 5 5�3�r� Home Phone: Alternate Phone: ��Z �,�(� .- � J I"� Contractor/Applicant Information: Contractor/App.: �(,�,�L�`, �..�('�-�� 17 i� Gi Contact Person: �T�Ut_.= ��-i�:j ��, � Address: �`-�7U �'L�L4iLf 1`L./ l�i�.� Zl State License #: �1u�� City: �'1�l =��_ Zip: j>jL�U Expiration Date: _��Ul��-- Phone: �� C1 S 5 �� l Z Alternate Phone: ��i��lG� �%r�� -'��G� TYPES OF OCCUPANCY � Residential ❑ Commercial ❑ Other �-�r PERMIT TYPE AND FEES �,c New or Replacement System $200.00 ��' � Repair Existing System 100.00 (Tanks or Drainfield) State Surcharge 5.00 5.00 Total � ��'� u`� W:\(Permits)\Septic Permit Application-Updated Surcharge 7-1-10.doc 1 /2 � **ATTENTION APPLICANT** Fill in all a ro riate blanks and check all a ro riate boxes. I will be installing the following: Tanks � Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other (list manufacturer) Number of Tanks: ��U��i�IL� .� -n,L�l�� T�15�n'� �� Size of Tanks: �«�� GU CC iL.'ll �? Treatment System Trenches s.f. � ��-�- 1�tvL. t< B�C� �_ Mound � s.f. Gravel less s.f. Chamber s.f. NOTE: The contractor is required to provide an As-Built of the system before the final inspection. The undersigned hereby applies to the City 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 comple tr e and correct. Signature of Ap ' Date: ��/L�/Z MPCA License No.: /��5� Staff Review: �ccept „ � �enie i Reviewer: Date: �- � � �- f`� 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 . � �` � � t�c�� S�.- . � , . �-P TEST/NG� �NC. , Steven 6. Schirmers • MPCA Cert.No. 627 ,. � 951 Katydid Lane NE • St. Michaei, MN 55376 • (763) 497-3566 ��,�,,�,� ,N� FAX (763)-497-5011 S'EPTI�C P 2r4� State License #394 �NS�E (>R July 1, 2012 �AT � � - �BRMITNtk AAAROVEp AS St;B�[I'fT� Joann Watson � ApPROV�p WtTH Ct)RRECTfON5a1S FIOTE�1 NC1'f APPROVED-CORRECT�.RESUBMIT �925 FOX St. 't`hese comments are t'or your inFormatioa. Aii wark bhatt be doa�1 t'?RONO COPY Orono, Henn. Co., MN fn fuit sompliance witfi xil n�plic;able scptic and zoning cudc. Requiremcnts including items not specircally notcd ia Ntu revipv. K�EP THIS P�AN SET Oh SITE AT ALL Ti1�iE5 This site has an existing on-site sewage treatment system which is classified as non- compliant by others. This on-site sewage treatment system is designed for a Type 1, four bedroom home, in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The soils on this site are a clay loam. The periodically saturated soils were located at26" & 34"(redox features). Due to the seasonally saturated soils, a Pressurized Mound System will need to be installed to treat septic effluent. The bottom of the rock must be located at least 3' above the saturated soils. ORONO COPY The existing 2-1000 gallan septic tanks may be used upon a Tank Integrity Report certifying the tanks. If the tanks need to be replaced, install 2-1000 gallon septic tanks & a new 1000 gallon pumping chamber. The tanks will be abandoned, pumped &filled with soil. The soils at a depth of 12" have a percolation rate of 15.0 mpi. A pumping chamber will need to be installed to lift the effiuent to the treatment area. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning device must be installed with a light and sound device, this is in case of a pump failure. The manifold and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod, be sure not to over work. ORON�GOPY ��,�� + � � ��q�� If the tanks have less than 2' of cover, the lids, risers & maintenance hole covers must be insulated to a value of R10. Cleanouts for each later must be installed & be accessible from finish grade in an irrigation box with a ball valve. All neighboring wells are located greater than 100' away from the proposed treatment area. Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not valid &the system will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. MANAGEMENT PL.ANS: The tanks need to be pumped every 2 years. Check with your pumper to set up a schedule. System inspected for wet areas by owner & or Inspector as determined by the local unit of government. Any other requirements as determined by the local unit of government With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Nothing other than human waste, toilet tissue, laundry, showers, water softener etc. should be disposed of into the septic tanks. Recommend Iron filters be diverted out of the system. Recommend to divert the water softner also if the iron filter is diverted. Garbage disposals are not recommended, due to adding more solids &fine solids passing through to the system. Excessive amounts of soaps, antibacterial soaps, cleaning agents, shower cleaners used every shower &chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not recommended. Recommend laundering be limited to 3 to 4 loads per day. , /, , � �� , -. �-� � . , ;� � . _ ____ Steven B. Schirmers 2 •version • Troy.Johnson(c�co.Wright.mn.us ' 2,p Mou n Des�gn for questions or comments Property Owner: Joann Watson Date: 6l28/2012 Site Address: 1925 Fox St., Orono PID: Comments: instructions: � = req'd input � =input or default � =calculated field 't' = instalter info t� �4 bedroom Type � Residential System 2) 600 GPD design flow 3> No Garbage disposal or pumped to septic a� *** 200Q Galton septic tank(minimum) Multiple tanks or compartment req'd s� 1.2 GPD/ftZ mound sand loading rate 6� 10 ft rockbed width 50.0 ft rockbed length �� '�"" 3.0 ft tatera[spacing 3.0 ft perforation spacing {default 3, range 2-3, for both) end feed manifold connection a} ***�laterats 48.0 feet long 17 perfs / lateral 51 perfs total 9� �""� 1/4" inch perfs at �1 feet residuat head gives 0.74 gpm flow rate per perforation (3/16"default) (2'head defautt) for this perf size f�spacing, �t pipe size on tine 12, max perfs/lateral= 25 , tine#8 must be tess --> OK lo� �4 doses per day (5 recommended, 4 minimum) (4 will atlow 2" taterals, 5 will allow 1.5") i�� 150 galtons per dose (treatment volume) iz� 2.00 inch diameter laterals (or smalter) will meet"5x pipe volume" '*' 2.00 inch diameter laterals (or smallerj must be used to meet"4x pipe volume" requirement 2.00 inch diameter laterals (or smaller)will meet"3x pipe volume" �3� !"* 20 feet of 2.0 inch supply line leads to �galtons of drainback volume ("top feed"manifotd to control the drainback) ia� 153 gatlons TOTAL pump out volume (treatment+ drainback) ts) 10 feet vertical lift from pump to dispersal area, teads to a: i6� '** 38 GPM C� 16 feet of head, Pump requirement note: >50gpm may require an extra 3-6'of head »� *** 1000 gal Dose tank (minimum) at approximately 25.00 gpi leads to a la� '** 6.1 inch swing on Demand float, or timed dosing of 4 min ON (confirm pump rate with drawdown (<100%of design ftow requires a larger OFF time} 5.9 hrs OFF test and adjust as necessary) ►9> 12 inches from bottom of tank to"pump OFP'float, and/or to cover pump Zo� *'* 18 inches from bottom of tank to"pump ON"float, or 15 inches to"timer ON"float 2» *'* 21 inches from bottom of tank to"Hi Levet"float (add 5-15 inches if Time Dosed) z2� 475 gallons reserve capacity (after High Level Atarm is activated) 23�• 0.45 gpd/ft2 Absorption area Soil Loading Rate, which gives a mound ratio of 2.7 (minimum) (this must match the soil boring tog) desired mound ratio 2.7 za� �percent site stope {0-12%ran�e) �(%downslope site slope, if different than upslope) zs� 24 inches, or 2.00 ft. to Redox or other limiting condition (This must match the soil boring log) leads to a: 26} **• 12 inch, or 1.00 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!! 2�� k*R Z7.0 ft.Total ABSORPTION width 2s) 0.0 ft. upstope and sideslope (sand beyond rockbed) t7.0 ft. Downstope (sand beyond rockbed) "** 3:1 slope ratio, gives BERM widths (topsoil beyond rockbed) of: 29) 7 ft. upslope berm 30� 12 ft. sideslope berms 3i> 20 ft. downslope berm 3z> Overall Dimensions: 10 ft. wide by 50.0 ft. long Rock bed 37 ft. wide by 74 ft. long Mound footprint 4" inspection pipe 18" cover on �op Ups(ape f�erm 0 DownSto e berm 20 .�--- � 12" cover an sides `"�r � (6"loamy cap&6"topsoil) �J ��E'r�tl Sc�flf9 Ilft '�_� --r� 1.00 2.00 `-, 4`'`—�-_ it(}'i ��_i �_i�l'�:i1I-i� i 1 ':7P? _�rr,� �� - _ - --_ - -- i.,��..i - ---------- _ Absor tion Width 27.0 �——---- -----— — Note: F�r 0 ta 1� slopes, ,4bso,rptian Width is measured from the Bedequally in both directions. For slapes >1�, .4bsarpt�on lNidth is measured downhilt from ch� upslope ed�e af the B�r/. ss� *** Rock Bed: 10 ft. by 50.0 ft. by �inches under pipe, plus 20%gives 23 yd'or"1.4= 32 ton 3a� '"�"` Mound Sand: (note: volume is based on 3:1/4:1 slope from top of rockbed, Exchange sand for loamy cap if desired) 8.7 up + 32.0 downslope + 9.3 ends+ 26.9 under rock= 92 yd'or'1.4= 129 ton plus 20% 3s� '�** Loamy Cap: 33 ft. by 70 ft. 6"deep, ptus 20%gives 52 yd'or"1.4= 73 ton 36) **s Topsoil: 37 ft. by 74 ft. 6"deep, p(us 20%gives 61 yd'or*1.4= 85 ton I hereby certify that I have compieted this work in accordance with all applicable ordinances, rules and laws. - f:� �-�' �' % _ ,- !f� e �__._ �--`�-��=�;�� c`_� �,��c� �� , a�-�_ / Designer Signature Company License# Date ✓ � instalter Summary 2000 gal(on Septic tank (minimum) Multiple tanks or compartment req'd 1000 galton Dose tank (minimum) at approximately 25.00 gpi 38 GPM C� 16 ft. of head, Pump required 6.1 inch swing on Demand itoat or Bminutes ON time Ft 5.9 hours OFF time 18 inches from bottom of tank to"pump ON"float, or 15 inches to"timer ON"float 21 inches from bottom of tank to"Hi Level Alarm"float 20 ft. of 2.0 inch supply line with end feed manifold connection 12 inch, or 1.00 ft. Sand Lift Mound 10 ft. wide by 50.0 ft. long Rock bed 3 laterals 2.00 inch diameter 48.0 ft. long 3.0 ft. lateral spacing 1/4" inch perfs 3.0 ft. pertoration spacing No Effluent filter Et alarm 3 clean out Et valve box assemblies 27.0 ft.Total sand ABSORPTION width (minimum) 0.0 ft. upslope and sideslope (sand beyond rockbed) 17.0 ft. Downslope (sand beyond rockbed) 3:1 slope ratio, gives BERM widths (topsoil beyond rockbed) of: 7 ft. upslope berm 12 ft. sideslope berms 20 ft. downslope berm 4" inspection pipe 18" cover on top Upsla e berrt� 0 Downslo e berm 20 � 12" cover on sides �-- - ` - ...--�- � c6��loamy cap&6��to�� _��''�� .00 C��iti 5�"it1CI �lit , �2.�0 i,tr��=kt�1 CU L_FI"Il�tlllc, i;f.,r i� : : — — -, _._ . t. F,P Y�;-i�., -_ ---. _._- _____.. �--...-...,_ 27.Q • . __.__. _-__ ____ Absor tian W�dth --- -- - _______. Note: For 0 t� i ro slopes, Absorptivn Width is measured from the BPdequalty in both directi�ns. For slopes >1�, Absorption �dth is measur�d downhil! from the upslope ed�e of the Bed. Rock Bed: 23 yd3 or•1.4= 32 ton 9 inches under pipe Mound Sand: 92 yd3 or"1.4= 129 ton catculation based on 3:1/4:1 slope from top of rockbe Loamy Cap: 52 yd3 or`1.4= 73 ton 6"deep Topsoil: 61 yd3 or"1.4= 85 ton 6"deep UNIVERSITY OSTP Soil Observation Log ,��, �-� -� OF MINNESOTA � >>.05.3� ��_�� Client/ Address: Joa�n Watson, 1925 Fox Street Legal Description/ GPS: Soil parent mdterial(s): (Check all that dpply) ❑Outwash ❑ Lacustrine ❑ Loess �Tilt �Atluvium ❑ Bedrock ❑Organic Matter Landscape Position: (check one) ❑Summit [�J Shoulder �Back/Side Slope ;�Foot Slope ❑Toe Slope Stope shape Vegetation grass Soil survey map units HcB2 Slope% 9.0 Elevation: 90.3 Weather Conditions/Time of Day: CLAR 1:30PM Date 06/18/12 Observation#/Location: #1 Depth (in) Texture Coarse Matrix Cotor(s) Mottle Color(s) Redox Kind(s) Indicator(s) �""""'"'Structure-----------I Frag. % Shape Grade Consistence � � i 0- 14 loam i 10YR 3/3 I � Granutar � Weak i Friabte � , f � ' � i I 14 - 18 ctay loam 10YR 5/3 I! i Prismatic I, Moderate Firm i -------i � 18 • 34 � ctay loam i 10YR 5/6 Prismatic Moderate i Firm I I , I I ^� --, +—-- ------ - -- i--- - 34 -46 clay loam � 10YR 5/6 10YR 6/8 � Concentrations S1 i Prismatic Moderate Firm � � i � _-1- ' - _--- --- ��- � -}- _t -- i Concentrations ' 46 - 50 I loam i 10YR 5/6 I 10YR 7/1, 10YR 6/8 ' I S1 � Prismatic Moderate li� Firm i depletions � , ; — , —� � �_ � _ I --r------- � � i Comments 1 hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. ._ � S�e�e,n �.��r�rn.��5 =-=� U!-_, ,. � - _^_�__ �c� y �- I -E�. . (Designer) (Signature) (License#) (Date) Additional Soi( Observation Logs � " '�-� ��, �� Client/ Address: 1025 Fox St., Orono Legal Description! GPS: Soil parent material(5): (Check alt that apply) ❑Outwash ❑Lacustrine ❑ Loess �Till ❑q�(uvium ❑ Bedrock ❑Organic Matter LandsCape Position: (check one) ❑Summit �Shoutder ❑Back/Side Slope ❑Foot Stope ❑Toe Slope Slope shape Vegetation grass Soil survey map units HcB2 Slope% 9.0 Etevation: 89.3 eather Cor�ditions/Time of Day: 1:30pm clear Date 06/18/12 Observation#/Location: #2 Depth (in) Texture �oarse Matrix Cotor(s} Mottle Color(s) Redox Kind(s) Indicator(s) �""""Structure-----------I Frag. % Shape Grade Consistence 0- 1z I loam 10YR 3/3 ' i ; Granular ; Weak ; Frrabte � i 12 - 16 ; clay loam 10YR 5/3 , Prismatic ' Moderate Firm 16- 26 clay loam 10YR 5/6 Prismatic Moderate � Firm Concentrations, ' - 26- 34 loam � 10YR 6/3 10YR 7/1, 10YR 6/8 S1 Prismatic Moderate � Firm _ de tetions i Concentrations, 34 -42 loam i l 10YR 6/2 10YR 7/1, 10YR 6/8 j de letfons ! 51 Prismatic Moderate Firm , --�------ � �— I I � Comments Observation#/Location: #3 elev. 92.3 Coarse I--------Structure-----------I Depth (in) Texture Fra , % Matrix Color(s) Mottle Color(s) Redox Kind(s) Indicator(s} 8 Shape Grade Consistence 0- 12 loam 10YR 3/3 j Granular � Weak Friable -- j ---� i ! -- � - 12 - 16 loam 10YR 5/3 Granular � Weak � Friable — � -- -- 16 - 26 da loam 10YR 5/3 i Y j Prismatic � Moderate i Firm � i Concentrations � 26 - 30 � clay loam 10YR 5/3 � 10YR 7/1, 10YR 6/8 � ' � S1 Prismatic Moderate �� Firm —_ � __ I _ � __ de letions � Concentrations, i ; I — - -- ` 30 - 36 i toam � 10YR 5/34 10YR 7/1, 10YR 6/8 , I, S1 Prismatic- Weak —; Friable --------�--- � � de�letions � ---_ � +-- i � f-- — . � � ---- I � . � � i Comments OSTP Percotation Data Sheet UNIVERSITY � i � . . OF MINNESOTA ��_�,,�J, 1. Contact information v 11.05.31 Property Owner/Client: Joann Watson Address: 1925 Fox Street, Orono 2. Genera Percolation In ormat�on Diameter 6 in Date prepared andlor soaked: 6/17/12 Method of scratching sidewall: knife Is pre-soak required*? es "Not required in sandy soils Soak`start time: 9:15am Soak*end g;30pm #VALUE! hrs of soak time: Method to maintain 12 in of water during soak . Perco ation est Data �_. � Test hole: #1 location: Date reading taken: G/18/12 Elevation: 90.3 Starting time: 9:30am Depth�k. �Z inches Soil te�ure descri tion: De th in Soil Texture *" 12 inches for mounds&at-grodes, 0 - 12 loam depth of a6sorption area for trenches& beds �Start Reading End Reading Perc rate % Difference ' Reading Start Time End Time � Pass I (in) (in) (mpi) Last 3 Rates _ 1_�_9_30 AM 10:00 AM 6.00 __4.00 15.0 NA _ NA 2 10:03 AM 10:33 AM 6.00 4.00 � 15.0 NA NA 3 10:34 AM 11:04 AM 6.�0 4.00 15.0 0.0 Yes 4 ,- - - - Chosen Percolation Rate for Test Hole#1 15.�mpi Additionat percolation test data may be inctuded on attached pages Design Percolation Rate (maximum of all tests) = 15.00 mpi I hereby certiiy that 1 have completed this work in accordance with all appliCabie ordinances,rules and laws. ��b,, �a �, �� ar� �� „ �r i... �.._t�-._ � ' ; _ �aj(.� L.d�i-��._ Desi ner Si nature License# Date Additionat Percotation Data UNIVERSITY � i �. OF MINNESOTA „ ��r,�� Test hole: #2 Location: �� 18-Jun Starting time: 9:31 AM Depth'*: 12 inches Soit texture descri tion: "' 12 in. for mounds &at-grades, Depth (in) Soit Texture depth of absorption area for trenches 0 - 12 �loam and beds -- -- ----fi-- ------ ----�-- - - Start , End Reading Perc rate % Reading Start Time End Time Readin in � in m i Difference Pass 1 9:31 AM 10:01 AM 6.00 2.00 7.5 NA NA 2 10:02 AM 10:32 AM 6.00 2.00 7.5 NA NA --_ -- --- -- ----- - -- - — - 3 10:35 AM 11:05 AM 6.00 Z.00 7.5 Yes —4 — --- -- — -- ---- —- ---- � -- — - -1---- Chosen Percolation Rate for Test Hole#2 2.0 mpi Test hole: #3 Location: Date reading taken:�—] Elevation: Starting time:�� Depth'": �—�inches '* 12 in. for mounds&at-grades, Soil te�ure description: depth of absorption area for trenches De t in oil Te�.ure and beds � Start � End Reading � Perc rate Reading , Start Time End Time ' Difference Pass i Reading (in) (in) (mpi) 1 � NA NA 2 - ----- - — NA NA --3---- ----- - - — -�-- Chosen Percolation Rate for Test Hole#3 ��]mpi -- ---- --_ �r�x ��'�-�=-� ______�----_.______�_________�________._._.._�_�..__�..�..�.�_.._ �._..._...._.,__ - -- ______.__�_.__ - - - - .�.____.�- � J' ,_�__ ._- . _ __ M�.,1i \ �� \ � � ? I . . � �� I . W C>C9t::G'"�`• � � { �i�i S�S�S-� > . C_oc7g� N��vk(� � � ,Z'✓at��L -�16A3,.- � � � � r I� `�c'C�S�,.l= . W��'��'�J�1.,.?E � �/�7J`Wlc?Qv`1�Y4rL �� Qi,t1'!t��,� � . � ' 9 ��.�.,.x � ��N� I `. f r ;` ,�, qo.s .� �a-�ooc��a, y � � x x n : \ � :� . 'S�' r Fac'.�',r� Y � - � I, � 17.9 �� . `` U� �� .� �ouSa- �`�. � 1S� 1�1a0� i� S ��57 ' °k3, 1D.>x� x91H �/ � �� D.a? ��n o f �•, a� � j� . _ "` �s�� `'° � 9 3�s ,6 '� � � .. r'`_'- \^ � , �` , S ( � � . +-,� �...� �J � ` C�O Fx.sA;nr�j r i \- �� n` �.!cr� � ; d �.,. � : f �, �8,, �'�� -�.o X96•3 n�•,V� S 8 Pcrco�a!"an Tcsts Scok- .1.��\`� , { �_.__'�, � , � ' 0`'-� 8om9s � \ __ �� .-�� ' �Bcnct: MaSc \ � '71 . � x x ��` �� `, X Note= 7hs s7slem is to be ca1sln,cted to mce3 �aS.� Bt�.q `-_ � `` 1i.g.�_�5.3 1hG�tY1G5CJ�a �tJ��0f1 CO(1�i0� Ay�ttK7 ��' � _� j � ,r�.��,;� o�, �;,,� �a¢��i..l �Q��r-�.,ty��; Chapter 7080 & Loca1 Ordinance �` � ��C �f�•j,�` ��t G"'� G'. '� � ti '�'�o4d� G�� .�� ti�:t`��,. >.�� :^� � � � �'�`��M��" ' Check a11 underground utilities � �� ;�� ,4(�.7 /�'¢�.A"' � % , �, _ �� f'ftCPER7Y OF: ��? �-�) U.� i� \�.;J�, , � � , �` � J"1 c� � '�C� ',� ; �- < � ,.. ,----- � t � �.>� �� .�<- .�� % ° '� �'1 �� r��. t `_T--• ( ��' � - . � . • , _�_.__ � _ _._.._..� , ._._� �_.___ - - . .__ s-P/ rEs�nr�� - , � ` �Jr _...�-�� 1.�i-+�r \ , ..-. �'' l.C$�(�� V'f: ,J�l 'F A,/ !. . � . `<\+��/' ,�l� T Dc�:c=�/�/.�.Z P1-{763-497-3566 � _�4 � . 7; ' g �.1 s s . � . �� 2 !0 X $v F�oc.lc- cs�p - � � � � � �(o45o�e� � v ' ��`� . � c�.C? - � � �� .S F�`L_sns3o 3 � S,A�.iv� �.o+4wS : �y.,.- �,u'�N�-��' � c'�� QLAU V��kl . ,� � � o. a� SET- BACKS � HOUSE System rtwst be= � x �r1��,..1 �c-��.4;s.� �—`�— Tank�L from �operty 5r�es .:,`,i�_.fro�n w�lis � L from b'.dqs. , . u��•-��.,a�e:.�.r�,�1 Treotmert orea -- frcrn bkes,,�strt�qms �E;p��,�y ocid sv�es must be b�oied iri o . - ;; "(re�trc�N orea ��from proQert�5r�es � �dosure os#side the puri�pin9�c�ad nrx�hoie � - - L'from we�,,rre��"' we�'� proof ' ,. `• a_�-'from btdgs. 1 ' , - :�from trees .� SOII.� 60Rt�,'C :ELE�IATIOI�IS 3 �=- � i . - !�mia 1[-" Tfi�I El..=,S.23 a'� ' q e 2E1..� ��'�. �- 9fOdC__�o�' ._�.. TanK Tonk �i' -�o' - . - TH�3 EL: �a� /�;70ar,`, F'E�ES� DlS7R�l1'TiON AlIOIJND 5YS'T� TK,��'r E�.:_� Droo to Tm►(c �' lOc�c%�:-,) � . . . . 1��n.�10 8� p�9 TH.=5 EL- � Mnx l~to 4� � �� -r'��s � �,N'�1�i:r.o c�J C�ber f�cx��p+( QNATIQY et PRO?OSED P4.RJIPVJ6 C �.�c�S-ti')? CHAMBER-q�v��--��'C;; PJ.vi.ti'p `�a�}•U . ,�N��VM��Q�� . . L.i ��:��.1Z1..( � �.•✓_ _--_ �'�1�. t_ �,a, � �'-cx..�1� p��`-� � � � �� a .3-f��:,,�,,��:, ��,•�� S�TEI;A DE.S�GN —MO[lND _------- ___ .____- _____Y. -�-yp�--��8£lpfdpq,A � pvesoge percobofi�x� rate ,�� r�nl�id�.83sqft breotme�t orea pecgo�,of cfa�y sewo9e.Av+r) �;,;.�. _- - -_ __ ____ . ___ _ _ ,�� x,83sqft� � ` sq.ft.of heohr►er�t�rea +f��o-��s4-i1. (�qft.�=�iv.fl.lec�qlh of bed area-�side slope run 310 I x�he�= � ��ftlovrharea t�eeded7 At7�, 9��Y 9� � � � -� � ,a�� s�R�a� v�� Ckon rock nceded-- � �`�`sq.f�treotrr�aea x /.J de�cf rod�=41 � a�.ft-:27=�_a�.yd�(3l�to 21I�d,a.,irtidudes 2��of rock ob�ve p�pe) !, ��>��`��`� �l�a sandy b�ttn bo�f� Sa �Y�-pPP�'�-� topso� 6n ��' a�Y� qeon sQi�f� bdcrir rock needed cuyds. oppnox- , �tt � - Nurnber oE taiks req�ired a , lst � o��' 9�;2nd io�lc�g�.�� f�w s PLtn�Qr N� 41�t�m$��g- � � fbw of. �'��'gol_- <4� go�+re�.�erve s�roge of �15 Oya�./BI�'��gd.}P��'0�09e— ,� '�--� , �,� pu�r�rng chomber cnpocity— 25/o of �y sev�+o9e � : PftOPERTY Ot= F � � of•.._Ly gd./i00 Gn:ft of..�r dya�pply pipe, fin.ft needed ��' , 3 gd. . i gd.�100 . P�pe� 9°�' � �' +marufa�d Gnft of_rda. ' GLftneeded --_. . V c� , � �,,,� • �� .�� —�=6--- ,� �.. , �" - � � � '� `� ( orw far purnP)Ns�rn�». / ,�' �t.c.aP. . � �-."� ,; ;F ,. ' � . total c�pocitY needed gd, plus o��- Distn'bution pipe��do.,11`�_GR f t� ��_��14 perforot►�ns �'��oport � ` � ,' Pump s¢e ��hp- (�umpabte copoc;tyL�_9ol.4cydes/doy) ._tLs�o ) � ! H��o P�.��s �o��--� 3� qa� l m�-- S-p TEST/NG /NC. �! Nole� ��hen consl�vctin bcd �- this orea shoud be shoped Note= Distonce irom lreotmex�t�orea b ne+g�o�'^9 wens— Oesigned gY ' 7.`' . vc ! ` fo drvert run-offg irom enler►ng' t�eotment oreo. Z'�'�� `� �� '�S � � �� Dote:�/�/,�, �. ��3-497-3566 � f • I . Hennepin County Property Map Print Page l of 1 Hennepin County Property Map - Tax Year: 2010 The tlata contained on this page is derived from a mmpilation of records antl maps and may contain discrepancies that can only be disdosed by an accurate survey pertormed by a licensed land surveyor.The perimeter and area(square footage and acres)are approximates and may contain discrepancies.The information on this paqe should be used for reference purposes only. Hennepin County does not guarantee the accuracy of material hereim m�tained antl is not responsible for any misuse or misrepresentation of this information or its derivatives. � �� :t t - 4,��'C. ^` Y �� "� ��,aF'%�; . � t� . 56i � . . . , 1 .� � � � ' �f+GO �. � � � .l` 010 , .?.'. ,, _ .s>� �.R � . . �_- . , +.. . -.t+,.y- ' �: � �'�- ` �t. t, . � i� �* w� w � �� .1,�� ` � .� . ...� :a..i..� FOX ST ��.'��.. -.:�'„�'. �!'"4`. ��.� � 1 t�T-.,, �a �� . . � .�-. y �'' � .. � . '� N � �, �� -� �� . � ti . �'�c '�'. ,A, .�'-'; � _�. , , 4 �, - _ �� . �� ` � ,,� �: ' A . . .-:�� .. � .. �� p J.� � � rt!� �,�� . . � ' - �� L� � ♦ �• - , � �a .Yti 3 . �r �� `�' rr i. �i n+�" '•'aa'�' '�.r"�Y �Ja r 20t�.ur I� • . - • , , f�}rt � `. � � T �� . r' ��, �.'i. � . . . . _ .I" �3' :irs3.:.`� � !�� s 8 ��u . '�'`' .� • ^.... r ` � �-i� �},'�, - . � r � :,, . � � . � . � f� �� T.. T p 8'., _ + �c '� •� i, ' .�;. � +e#;. f'' 'r,� 4 ,�a `; �i� � ��:' .. 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' �°' }� µ �� w r�•.-'^i ' .�• �� Selected Parcel Data Date Printed: 7/2/2010 8:16:08 AM Parcel ID:03-117-23-43-0002 Current Parcel Date: 6/3/2010 Owner Name:J WAGSTROM ASHDOWN WATSON Parcel Address: 1925 FOX ST,ORONO, MN 55391 Property Type: RESIDENTIAL Sale Price: $100,000.00 Homestead: HOMESTEAD Sale Date: 09/1982 Area (sqft): 238370 Sale Code:QUIT CLAIM DEED Area (acres): 5.47 A-T-B: ABSTRACT Market Total: $607,000.00 Tax Tc�tal: $5,965.32 1 ' + s� �� /� � � http://gis.co.henr�epin.mn.us/HCPropertyMap/Locator.aspx 7/2/2010 CER�ICATE OF YNSPEC�I'ION ACCORDING TO MPCA 7080 ORONO BUILDING & ZONING DEPARTMENT 2750 Kelley Parkway P.O. Box 66 Crystal Bay, MN 55323 This cer-tificate has been issued this 28�� day of August, 2012 to certify compliance with provisions of the Orono Municipal Code and Minnesota Rules Chapter 7080, regulating installation of individual sewage treatment systems. Owner: Joanne W. Watson Site Addt-ess: 19?5 Fox Street P.I.D.: 03-117-23-43-0002 Permit #: 2012-00781 Installer: BuY•ns Excavating om li n • ��`�[.t.ifG �� C p a ce Officer. data/forms/blank cert of inspection MPCA 7080 �,(�� DATE TIME � CITY OF ORONO � I'' CALLED IN INSPECTION NOTICE � SCHEDULED � f r� PERMIT NO. COMPLETED ADDRESS I � �-4— OWNER TELEPHONE NO. CONTRACTOR �� !/�% � Ox �'� �`,A- -�i�t c' �; DESCRIPTION �� '� � � ( p^ �� ❑ FOOTING ❑ PLUMBING FINAL � EXCAV/GRADING/FILLING y ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS Q ❑ 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 �TIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: ��_�sL � � /" �� C� � W 0. 0 1�'�� L� L� J�- ��< ��..� '' �-n� 1� .,._ ;,,�..�-1 c� �� -r�� ,�, � s � o �{ � �� W � J i� u�'fil' Q � � l � �'�—' ; -� � z w � � ��r j�7 j _ � �6J L%l.G� �� a W� ❑WORK SATISFACTORY:PROCEED PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� 249-46QQ OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTI SCHEDULED PERMIT NO. ' 1�� COMPLETED ADDRESS �T�� /'-t> >C S��e��' OWNER (��"�C�� TELEPHONE NO. CONTRACTOR � ;� �/l.i � �1C C`�}c�' � �; DESCRIPTION � � � C� -��✓ � /�R-�'��/V � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ 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. Q ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a ` O ' � l ..J � L—G �` �� r� ( � r��"'�'r /I� � ��-7 C� (- U l�,!'� _ 0 � Q �T��`ri- �� Z f, , , W _ �.� , i ,-��-�.-�- �.�� .-�-- _�� M-� �- o�= 5�� t ,�,�>�.,.�� W� �ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK R PROCEED C ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CA�L FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952� 249-46�� Owner/Contractor on site: ti .. . -� Inspector. 'I �,,�� r White Copyllnspector's File Canary CopylSite Notice