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2011-01084 - mound system
, CITY OF ORONO PERMIT NO.: 2011-01084 • � 2750 KELLEY PARKWAY ORONO, MN 55356- DATE ISSUED: 09/27/2011 952 249-4600 FAX: 952 249-4616 ADDRESS : 2965 DEER RUN TR PIN : 04-117-23-24-0012 LEGAL DESC : OLD CRYSTAL BAY ROAD ADDN : LOT 005 BLOCK 004 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : NEW ACTIVITY : MOUND SYSTEM -SEPTIC APPLICANT SEPT[C NEW 200.00 ELMER J. PETERSON COMPANY STATE SURCHARGE SEPTIC 5.00 5921 DAGUE AVE SE TOTAL 205.00 DELANO, MN 55328 OWNER SWENSON,MICHAEL&CAROL 2965 DEER RUN TR LONG LAKE, MN 55356- AGREEMENT AND SWORN STATEMENT Thc work for which this permit is issued shall bc perYormed according to the approved plans and specitications,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 ot�laws and ordinances governing[his type ofwork shall be compied wi[h�vhether or not specitied 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 suspcnded for a period of l80 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State f3uilding Code.This permit may be rev � d a y time for due cause. l2� ld ���1/ App icant Permitee Signature Date Issu By Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. J � ' 40� City of Orono FOR CITY USE ONLY P.O. Box 66 '7 �'" � 2750 Kelle Parkwa Date Received: �/ `� / Permit# G-L'l�" �'� _.�'(� ��t Y Y � � '�rR.fw'_ �. C stal Ba ,MN 55323 ��j y,r�, rY Y . ���,��$o` (952)249-4600 Amount: $ i G� ��` !_._ ';;'�'�� �� � ('>�/l CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION (Ail permits must be approved by the On-Site Septic Manager and/or Building Official) ;1ob S ite / C� ;��� "�'c�§ ,,e.;ti�n �� � ;��.�x�« �, ;;� Site Address: �C��� p«= �'Un Tr�: � Owner: �'`� <��,� �� L�=���� � -Sw z��S��n Mailing Address: City: � ^��n �� Zip: Home Phone: Alternate Phone: Contractor/Applicant Information: Contractor/App.: ��^`�r �. ►-'�-��5�., Cc1 . Contact Person: �' "` ��``cl��""�"�` Address: ��2 ( ��'� `''� � �'� S�=. State License #: 2/1 Cit : ��-����"��' Zip: � S�2� Expiration Date: y Phone: ���3, � ?2 ���2�� Alternate Phone: C�(2 zo 2'� 5o j �c/� �,. ° �N gTYPES OF OCCUPANCY,'. �: ` = � �' � ����� ,� q..£. (� Residential ❑ Commercial ❑ Other PERMIT TYPE AND FEES _ ,,�. � New o�Replacement System $200.00 .,��. �-- .\ ,; Repair Existing System 100.00 (Tanks or Drainfield) State Surcharge 5.00 5.00 � � ���_, Total $ �,����� 5 '"� W:\(Permits)\Septic Permit Application-Updated Surcharge 07-28-11.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: Size of Tanks: Treatment System Trenches s.f. � n I� r� �� �`� Mound ��� s.f. l�z��c�---e . e�C � 5'�-`^�, �,�- 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, true and correct. Signature of Appfican��`�'��-�'�� Date: / � � y - l � MPCA License No.: � ) ( Staff Review: � Accept ❑ Denied , Reviewer: � ' ` � ..i( �=�" .�c ��'� Date: / � " � S� " � / � Reason for Denial: Comments (to be printed on inspection card): W:\(Permits)\Septic Permit Application-Updated Surcharge 07-28-11.doc 2 � 2 r CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION ' GENERAL tNSTRUCTIONS 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. A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS. W:A(Permits)ASeptic Permit Application-Updated Surcharge 07-28-1 l.doc � X ' C�?�,��,T� ��4'Y Joseph Olson D.B.A. RUSTY OLSON'S SOIL AND PERC. TESTIHG 11481 Riverview Rd. NE � HANOVER, MN 55341 Phone 763-498-8779� Fax 763-498-8290 Joseph J. Olson--MPCA license#810 September 06,2011 ?NfS SYSTEM IS DESIGNEO FOR Michael&Carol Swenson �BEDROOMS. ANY INCREASE IN NUMBER 2965 Deer Run T'rail OF BEDROOMS INVALIDATES THIS DESIG(�. Orono, Nennepin County. ORO�?G COPY To whom it may concem, I was contacted by Michael&Carol Swenson to inspect a failing mound system and design the repair for the system at 2965 Deer Run Trail.In the city of Orono.The results of the inspection and design are as follows. Water was surfacing out of the top of the rock bed. [drilled borings around the rock bed.The soils below the rock were dry.This indicates d�at tlie rock bed is plugged."fherefore the solution is to remove the existing rock bed and any of the sand material under the rock that is not clean.Then replace it �vith clean materials.The existin�tanks should be checked that they are still water tight. The tces of the existing system exceed the minimum design criteria.There is one rock bed approximately 68 feet in length.This w�ll take approximately 28 cubic yards of roek.The sandy loam cap will require approsimately 2l cubic yards.The topsoil required will be approximately 19 cubic yards.The clean sand required will be approximately 28 cubic yards.This number may vary greatly due to the faet that. We don't know ho�v plugged the sand is until the rock bed is removed.The laierals will require 198 iineal feet of 2inch pipe with a 7/32 inch perforation every 36 inches. The original grade under the rock bed is at elevation 98_9 the bottom of the new rock bed must be at elevation 100.7 the garage concrete slab was used as a T.B.M.Elevation 100_00 assumed. Clean outs must be installed on the end of the laterals for maintenance. If there is an iron filter in the house it must be�lumbed out of the septic s s�tem Nott�ina other than Era�water,(laundrv.showe�sr etc.) Human water and toiiet tissue should be disposed of into the seutic tanks. Garbage disuosals are not recommended. Additives must not be used•thev mav cause harmful dama�e to vour sentic svstem. It is recommended that rou aump the taaks everr two vears. If you have any questions piease call. ORONO COPY Sincerely, CITY OF ORONO SEPTIC PER�1�1 IT P AI�f� Joseph J.Ulson �NSPECTOR /l ,.����L���W� , ,, DAT - - � PERMIT NO.,,_,,,,,,,,� � API'ROVEQ AS SCBMITTED APPRUVED W[TH CORRECT(ON$AS NOTEp NOT APPRnVE0.CORRECT Q�RESUA`fIT '�'f+ose�mmenta are tm your information. All wor&shall bo daM in full eompliance with stl applicable septic and zoning cude. Rtquiroments including items not speciticalty noted ia this rc�rier, • KE6P?Hi5 PLAPT SBT QAI3ITE AT ALL T1M ES s � y��„yr� r..a.. �..w. ;.;fi.y w! 3..,.� -�;•a •�� ;���� )�s ; r �'.� � yf ,. ���;.,•: �^�r-rYi��tl9'x'�"0t x',�9fik�d�r;�"l '� i�r. -��'� �4..Pt`':S: ..: ��§ S 5 �:7 .�,,,,�,�M, , . � ,�����.��#�i���:�'s���o�.�r��ii �t3 Y'��Ci�►3✓;�.7,���� L . . . ' i 1,'� Y.~r� ✓ Y�'f''�:�,tY 1/'iJ1...+'i �3:Y�ail:�h3 ��i A _'�.�i 4++ .����.�n� .���'��7�.S�,,,.�„r,..�......,,.��.� crt;�arr�:la�ci�v��'�� � �'J�'�:1�"*�'v�li'2-e�i�rt3")P4IF'ii t3�il'tTF;k4A Y'tt�.i5;1<?'ari,il'I"�x�?az�d2»`ii]Stk�fl't't);If _: �,q,d�y�.,i�rtilA .n+>s�cr:��•�ra�sng�ln$:FW+sn�tatRevs� ,�f�r , :���.�s�1xs= z� is+�3n�r��:�{w dtt�r aa��i�e5�titri ylt .f�yr�ss�td�t:��r �:. ,:,,+� v::..,wr,�cit�u,._itt^�raxca}+.��e d:ili.i l.�rYa�!+i�a��U�.�yQ���it�'��# OSTP Pressure Distribution UNIVERSITY , Minnesota Poliution Desi�n Worksheet OF M[NNESOTA _��.��,;�� Controi Agency 1. Select Number of Perforoted Lotera(s in system/zone: � Ge�textile V��l%0����GF7tt�p0!=e�4,.'s,...�i�?� t:�nunumy��„,D' '�a_ !:'{�Ao�ac�onsz�ucrd 3'ap:rt_:?`��; 2'of rocV:�'�a ��,�_c� (2 feet is minimum and 3 feet is maximum spering) �- - — .��^:;�?�.��� � � 2. Select Perfordtion Spacing: 3.0 ft ' < ,,������fi-..>�- ��G � - , ,-. <J., I � ,",r4 ..�t; c��"� �':.,'�oe, __- r ,�:---- 3. Select Perforation Diameter 5'rze 7/32 inch �' F , , ,. .. ,a R•du.�:,non tpaury�z�n,3 4. Length of Laterais =Media Bed Length-2 Feet. Perforation can not be c(oser then f foot fram edge. v 11_05.31 68 - 2ft = 66 ft 5• Determine the Number of Perforation Spaces. Divide the length of Laterafs (Line 4)by the Perforation Spacirtg (Line 2)and round down to the nearest whole number. Number of Perforation Spaces = 66 ft - �ft = 2Z Spaces 6. Number of Perforations per Laternl is equat to 1_0 plus the Number of Perforation Spoces (Line 5). Perjorations Per tateral = 22 SQaces + 1 = 23 Perfs.Per Lateral Check table be(ow to verify the number of perforatiorn per latera!guaranfees less than a 10%dischnrge variation. The value is doub(e if the a center manffold is used_ Maximum Number uf Per(aratiora Pe�LaLeral[a Guara�tes- IWe D*scharge Vana[im i '.In[ P c+�a^c�; 7i32 tnch Pe�o+-atio�s � Pipe Diameier(Inche:l Pr-ieration Spac�ng Pipe fiiarneur��nch�e:) � PerforaNvn Spacing(Fc=U 1 �t.: �y_ I Feeil 1 1 t� ri� 2 3 � 2 10 13 18 30 60 Z �1 76 21 3i 68 ?s, P, !2 16 28 Si 2:i �0 1-1 24 31 64 3 8 ib 25 52 3 9 �4 19 30 4C� 3:'16 lr.cb Perfora:ipn: t �8 Incty F'e•fo�ations Pip�e Diame'Po'tl,�Cha:) P?rfcratio�S�aCing P'�pe D'a.^•�seYer IlncFse:l Perfurar.u�5pac.n3lFe.ec1 IFeatl 5 1•� th - 3 � 2 3 z 12 78 26 46 87 2 21 33 44 �4 1-69 Zs: 72 17 2� �i0 80 . ..-. ..2✓S 20 30 it 69 135 3 12 16 22 37 75 3 20 29 3d 6-i 123 7• Total Number of Perforations equals the Number of Perforations per�ate�al (Line 6y multiplied by the Number of Perforated tnterafs (Line 1). 23 Perf.Per Lateral X ��Number of Perf. Laterals = 69 Total Number of Perf. 8. Calcutate the Square Feet per Perforation. Recommended value is 4-f0 jt Z per per(oration. ""`°`""�"D1Sh"�"O°"' Px(mallon Diunetor Does not appt y to At-Grades ��a��u� ,, ,,,, i - y, Bed Area = Bed Width(ft)X Bed Length(ft) -;_� � o.�e o..+ o zc o.�. � �.s o.zz o.s� nes o.v 10 ft x 68 fc = 680 fcZ �w o.� o.'" o.e° . ,.a• 2.5 0.29 O 55 O 89 1.17 3,0 0.32 0.7I 0.98 �1.I! Square Foot per Perforation =Bed Area divided by the Tota!Number of Aerforations (Line 7). =+.a' 0 37 0°3 ,.+3 ,."__ 5-O`O.dt D.91 1.26 1.65 �� � ..n. �.'CxC:tt'[�avth:/t6enchlot.'Smc� b80 ft2 • b9 perforations = 9.9 ft2/perforations ____ ��+������ ___ _ �ewe:e�.r����e��rn c�.fo,mbz :ice, :a��euaet;+rre�anA�+STT wich i�i6 9. Select Minimum Average Head: 1_0 ft ;�^°°,;°�^�^��"°�°�p^� ah-�rw.r.r.�,.-<�,c•aw,ksis wan„s�n �'` peno�a�sw-. 10. Select PerforQtton Discharge (GPM)based on Table 111: 0.56 GPM per Perforation 1�• Determine required Flow Rate by rtwt[iplying the Totat Number of Perforotlons {Line 7)by the Perjorafion Dischar,ye (Line 10). 69 Perforalions X 0.56 GPM per Perforation = 39 GPM 4STP Pressure Distribution UNIVERSITY ;�� , Minnesota Pollution Design Worksheet OF �TNNESOTA . .__. �� Control Agency '"'���� 12. Se(ect Type of Manifold Connection (End or Center}; � end ❑ Cente� 13. Setect Lateraf Diameter: 2.00 in Table 11 Volume of Liquid in 14. Vo[ume of Liquid Per Foo[of Distribution Piping: 0.170 Gallons/ft �Pe � Pipe Liquid �5, Vofume of DistributJo�Piping = Diameter Per Foot _[Number of Perforated Laterols (Line 1 y X Length of L.Qterats (Line 4)X (inches) (Gallons) (Volume of Liquid Per Foot of Distribution Piping(Line 74)] 1 0.045 �� X 66 ft X 0.170 gal/ft = 33.7 Gattons 1.25 0.078 1.5 0.110 16. Mirrimum Dose=Votume of Distribution Piping iLine 15)X 4 2 O.'170 3 0.380 33.7 gats X 4 = 134.6 Gatlons 4 0.661 _.aeano�c� - - ----___ mani o pipe� i r FAanifold pipe� � , pipe from pump ! i � �� d(1 OUtS � �Alternatc lo[ation ot pipe from pump � r� � altemate location p; fro,,, af i e from um OSTP Pump Setection Design UNIVERSITY Minnesota Pollution Worksheet UF IVIINNESOTA.._l�`` � "� Control A enc `'`�'� 1. PUMP CAPACfTY v i 1.05.31 A. Pumping to Gravity or Pressure Distribution: O Gr�.�cy r;Press�re $electio�requised 1. If pumping to qravity enter the galton per minute of the pump: �GPM 2. is the pump for the treatment system or the co(tection system: Q Treaanent system Cj Cdku�on Sysoan Selection required for woricsheet to work properly 3. if pumping to a preswrized trea[men[sys[em,what part or type of system: f�!Soil Treatrnent Unit u Media Filter ❑Other 4. It pumping to a pressurized distnbut�on system: 39,0 GPM {Line i 1 of Presvre Distrlbunon or Line f0 of Ilon-Levei or enter if Co[(ecHort System} Z. HEAD REQUIREMENTS ��rentrnenrrys�em 3. Elevation Difference 19 ft &pointo�disch.nge between pump and point of dixharge: �w�'y'""`u�` KOTE:1Fsystem is an individuai subwrface sewaqe treatment _ ___) rystem,complete steps 4-9. If system is a Coi(ection System, �v�n n Elevation;: skip steps 4,5,7 and 8 and go ro Step f0. �'`ern^� 1.--- -.: i 4. Distribution Head Loss: I-1ft t . . . .� _' i i -----------------------------�------------ 5. Additional Head Loss: �ft(due to special equipment,etc.) h�Friction Loss in Plastic Pipe per 100 ft Distribution Head Loss (C=130) Gravity Distribution = Oft Nominai Pipe Diameter Pressure Distribution based on Minimum Average Head Flow Rdte � �,�� �y� 2 3 Vatue on Pressure Distribution worksheet: P 10 9.11 3.08 1.27 O_31 --- Minimum Avera e Head Distribution Haad Loss �2 12.77 4_31 1.78 0.44 --- 1ft 5ft 2ft 6ft 14 16.99 5.74 2.36 0_58 - Sft 1 Oft �6 -- 7.35 3.03 0.75 0.10 18 --- 9.14 3.7fi 0.93 0.13 b. A.Supply Pipe Diameter 2.0 in 20 - 11.11 4.58 1.13 0.16 B.Supply Pipe Lengih: 150 ft 25 --- 16.79 6.92 1.71 0_24 30 -- -- 9.69 2.39 0.33 7, Based on Friction Loss in Plastic Pipe per t00ft from Table 4: 35 --- - 12,90 3.'18 0.44 40 -- '16.52 4.07 0.57 Frittion Loss= 3.85 ft per 10Qft of pipe 45 --- --- -- 5.07 0_7Q g. Determine Equivatent Pipe Length from pump discharge to soil dispersal 5U -- --- -- 6.'I 6 0.86 a�ea discharsse poinL Estimate by adding 25%to wpply pipe length for 55 -- - -- 7.35 1.02 fitting loss. 5upply Pipe Length(6.8) X 1.25=Equivatenf Pipe Length 60 --- --- --- 8.63 1.20 65 - --- --- 10.01 1.39 i 50 ft X 115 - 187.5 ft �0 --- --- --- 'I'1.48 1.60 9. Catcutate Supply Friction Loss by multiplying Friction Loss Per 100ft (Line 6)by the Equivnlent Prpe Length �Line 7)and divide by 100. Suppty fnction Loss= 3.85 ft per t00ft X 187.5 ft + t00 = 7.2 ft OSTP Pump Selection Design UNIVERSITY Minnesota Pollution ''� ;. Worksheet OF MI NNESOTA '� �"�" Controi A enc _ .,�.�,�� _ _--- -- - 10. Equivalent length oF pipe fittings_ Equivaleni Len�th Factors(ft.)for PVC Pipe Fittings Section 10 is for Collection Systems dNLY and dces NOT need to be comp(eted(or irrdrvidua!wbsurface sewoge treatment systems. � Fitting Type '�R��a�eter�in.)3 Quantity X Equivalent Length Factar=Equivalent Length Gate valve 7.07 �.3B 2.oa 90� �eg E�bonv 4.03 5.17 7.67 FittingType Quatrtity Equiva[ent Equivalent a5 Dev Elbrnv 2.�5 2J6 4.09 Le►tgth Factor Length(ft) Tee-Firnv Thru 2.68 3.a5 5.11 j Tee-Branc av 8.05 10.30 15. GBte Valve X - Swing Check Valve t3.a0 t7.20 25_50 90 Deg Elbow X = � Angle vatve 2D.10 25.80 38.a0 Globe Valve 45.6Q 58.6p 86.90 45�eg Elbow X = � Butterfly Valve - 7.75 11.50 Tee-Flow Thru � X = Tee-Branth Ftow X - NOTEc Equivatent tengtfi va(ues for PYC pipe Httings are based on calcutations using the Hazen- Swing Check Valve X - Williams Equation, See Advanced Designs for S5T5 Angte Valve X = for equation. Other pipe ma[erial may require Globe Yatve X = different equivatent length factors. Verify other equivatent tength fadors wtih pipe material Sutterfly Valve X a manufacturer. Valve t� X = NOTE:System inscalter shoutd contact system Vatve 11 X _ desiBner if the number of fittings varies from the desiRn to the adual installatlon. A. Sum of Equivatent Length due to pipe fit[ings: �ft Hazen-Wi!liams Equation for h B. Total Pipe Lengtii =Supply Pipe Length(5.6)+Equivatent Pipe Length(9.A.} ��� > �(Q-(,�� s, :;�I � ft � �ft =�tc �1 i = Da.s� C. Hazen-Wittiams friction(oss due to pipe fittings and supply pipe(h�}: Q in gpm L in feet D in inches C=130 (70.5 = pipe Diameter'87y X (Flow Rate � Constant)'�85 X Total Pipe Length(10.B) 4.87 (10.5 : in ) X (�9Pm=130)'� X �ft =�ft ��• Toto!HeQd requirement is the sum of the Etevation Difjerence (Line 3),the Distribution Head loss(line 4),Additional Head Loss(Line 5j, and either Supply Friction Loss(Line 9),or Friction Loss from the Supply Pipe and Pipe Fittings for cotlection systems(Line 10.C) NOTE:S�pp(y Friciion Loss(tirre 8)need ONLY be used if NOT a calfection rysfem. N(3TE:Friction Loss from the Supply Pipe and Pipe Fittings(Line 9.C)need ONLY be used if system is a cdtection system. 19.0 ft + 5.0 ft + ��n + 7.2 rc = 31.2 tt 3. PUMP SELECTION A pump rtwst be selected to detiver at least 3g GPM(Line 1 or Line 2)with at least 32 fee[of totat head. Comments: P�P tYP� Loqs of Soil Borinqs License#810 Location or Project:2965 Deer Run Traii Sorings made by: Rusty Oison's Soi!and Perc testing 8/26/2011 Classification System: AASHO ; USDS USDS�CS X ; Unified ; Other Auger used (check two): Hand_X_, or Power ,Flight, Bucket or Probe X Boring Number_1_Surface elevation_99.5_ Mottled Soil at 1.5 feet 0"-8"Dark brown loam 10yr412 H20 present at_X_ 8"-18"Brown loam 10yr5/4 18"-30"Rusty brown loam 10yrS/4 Soring Number_2_Su►face elevation_98.9_ Mottled Soil ai 1.5 feei 0"-8" Dark brown loam 1ayr4/2 H20 present at_X_ 8"-18"Brown loam 10yr514 18"-30"Rusty brown loam 10yr5/4 SEPTIC SYSTEM INVENTORY Site Address: J 2965 Deer Run Tr PiD: 0411723240012 Owner Name: Stephen&Barbara Hemsley Owner Address: 2965 Deer Run Tr �Lo—n Lake MN 5535fi 1 9 � . Building Type: residence lnsialler. Date of Permit: 2 l28I96 Swedlund System Type: mound BRs Designed for: �5 In Musa7: No Shorefand?: No SERTIC COMPLIANCE INSPECTION Report Date: Compliant?: �xpires_ �— Non-Complia�t?: �— Report in Street File? �— SPECIAL NOTES �� �— �� SEPTIC TANKS MateriaL• precast conc2te Capacity_ 1250,1�00,1250 Tank Filter. �� DRAINFIELD Treatment Area: 96'38 Soil Borino: yes DF Ht above Wt: �3!y WELL DATA Setbacks-blleil-Tanks: �— Weil-QP �� Report in File?: �— Depth: 163 INSPECTION RECORD PUMPOUT RECORD Date Description Date Galions 0411 V99 Etect 8ox OK-Final,need risers 06/24104 3000 07/10ID1 code system,no surfacing 07/22/03 no surtacing,pump tanks 2D04 r— �— 07125105 r OK,pump tanks � O6lQ1167 OK � � �� � �� � r { �- �-_ � � � � � 1 r- ry�-! r� r r . /i O � � % O O / y� /, V ,. � � ! � � ` 1�n � � ti bb .o,� ' , - / j, , �� �� ' o " - � _�<7'�� �L/ o .. � � ; , � � h '-' : ,� � ` - , �Q � � ,� % � a o _.�! �F \ �i ' 1, � ` /� ` �� �y r�c m D J - ';�. � � ; . �, � � � o �`� .� � o p Q , .��. ` � ���, ._ ,� �o _ � ��� �. � � `� � ` - ., _,� � a .or � _`•.siof`, o +- � \\ �v / '` �, y � `•\ .A� / � -- �` � �o au \ ; N � °=!c??°5� 2q , / �' �.- ��. �: r�jr C e O "� / p pC � o i '_ - r 'l + ' _ — _ � `� 4�ti., ° e.r, o rr � � � � • 1 `'��Ir.' <�pb � � J � � r� '^ P� 4.f•:I � � P _-. p0 � _ I /� `�� �� / � � O � ' ` � \ ti.. a�...<-.A - m \ 0. i ....._ � � / ��'-�-.. -' v. � i...`"--�.._ ; � I r-. � � `-----•� --- . 1 {� . j � y,` - � ` � + r' F" �� ` � � . 1 • . � i j` � � ` U � 'J � � � �K �Gd£ -� � �~ .. /� � '�- � `�Lt � � \ j � _� _�\ � [ \ i r'' -• � � � �, � _ \ ;- � �� �m� � / 6 � G r - ' Ir v� � _ � ' Y ' u �� " — � I '' ` - � � � ' ' - � i � � � - - � + 8b 56 i� ` - _ t ` — — _ � — _ 3 t c c c � � • _ . , , i � � � � -�I z � � � � � __._ � � � � � � � � � � � � � � � _ � d � w � ; � � � � d � �o � =_� � � d a� �ln� � � � -- ' � � . 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' . .. � � . . �. « �� ` I� �� -l � . �rl,i,er,�, ��y . e> r ,�.: � , � � y � f ` • +�, .� �. � ` \ �� '1 } +� �� 1-��t'�`' � ' '�.,`,: _,�/ ' � ,� �/ � r r ,� r � � . � ' ` , e ' � � � �;��� � � \ ; , .t �. , �=K :,� �'' ;a � r i , �,;, �� � . . � .� �'� , , � � :`,�, �� ` "�,' � � �_ �-. � - y #.�� `� � .� . , r., • , , `�._ �' � ,�#i� ► .� ,.. . � r�.i � y -. � ' �eC�'� ' DAT TIME V CITY OF ORON �ED IN � /l INSPECTION NOTICE SCHEDULED ' PERMIT NO. connP TED ADDRESS ��� L. <Q/l /� -u���v Lu-I' OWNER T E HONE NO. �a�g�-7-��5 CONTRACTOR ��i�-'�� >; DESCRIPTION - � � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS 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 v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W 4 o � � �'� A � � ��� d� � � 0 � i�� �rQS� �� � � �c-� W Q �,U �~�G� _S - ��:, i I' � z W � W � � d � ORKSATISFACTORY:PROCEED fl PROJECTCOMPLETE W ❑CORRECT WORK 8 PROCEED � ISSUE CERTIFICATE OF OCCUPANCY � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. r; pHOTO TAKEN INSPECTOR WILL RETURN _7 CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR C INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (952� 249-46�� OwnerlContractor on site: Inspector. � � � White Copyllnspector's File Canary CopylSite Notice � � (U��" AT TIME V CITY OF ORONO CALLED IN � �� --��-� INSPECTION NOTICE SCHEDULED /D ' PERMIT NO. -�10� MPLETED ADDRESS ��� �� � �� OWNER PHONE NO�� d��;��-7Sd� CONTRACTOR,�� � �l��r�I'L- (G//Lf/Lf >; DESCRIPTION �/ � Ll� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWETLANDS ti 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 J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLU RI ❑ SEPTIC INAL ❑ FOUNDATION/REMOVAL � OW RICONTRACTOR TO MEET OU:�S_NO � COMM S: � W a � J �' 1'C- c�v �� nn..� �r-�-� 0 � � �o F`�i'�r L� W � Q z 'o GlL E�� ��I.��G e-^�--e-�'�` W � W � � GW ❑WORK SATISFACTORY:PROCEED �ROJECT COMPLETE � ❑CORRECT WORK 8 PROCEED � ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN �STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 2a hours in advance. (952� 249-4600 Owner/Contractor on sit : Inspector. � 1I n t, s White Copyllnspector's File Canary Copy/Site Notice