The URL can be used to link to this page

Home My WebLink About2008-P12069 - septic � PERMIT CITY OF ORONO 2750 Kelley Parkway- PO Box 66 Permit Number: p12o69 Crystal Bay, Minnesota 55323 Permit Type: Septic (952) 249-4600 Date Issued: 5/29/2008 SITE ADDRESS: 720 Big Island Unit# Excelsior,MN 55331 PID: 22-117-23-24-0001 DESCRIPTION: Proposed Use: Residential Permit Class: General Permit Type: Septic Permit Sub-type(s): New Septic System DETAILS: Approved perresolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Pernut Fee: $ 100.00 valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: Sons Excavation&Septic OWNER: Gerald Erickson 30423 State Hwy 25 4567 American Blvd W Henderson,MN 56044 Minneapolis,MN 55437 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. APPL[CANT R ITEE31 NATURE SSUED BY SIGNATURE Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1 ¢0� City of Orono r/ FOR CITY USE ONLY � � P.O.Box 66 Drj / c�,,,, 2750 Kelley Parkway L�'�jv Date Received: J�� Permit#�� y'i��. � Crystal Bay, MN 55323 J � ',��.�o (952)249-4600 Amount: $ loD.�D � � � �A�Ko 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: / �,C C� J�� /�,N Drr�� Iv, Owner: ��rc4�z� �r,c�sa�� Mailing Address: City: Zip: Home Phone: Afternate Phone: Contractor l Applicant Information� Contractor/App.: >�;.�, �X«, .;/,c:,, fi S co�•c Contact Person: r� Address: �C�y,� � Jf %�wJ ;;SJ State License #: '��0� , City: �k��ir;a,,, �'In; Zip: �(C�y�f Expiration Date: �D// Phone: (.,/'�- ��d �- �/�`� Alternate Phone: �� TYPES OF OCCUPANCY wpa,, „n„y,, �° � "�'�_� �� ; �� [� Residential ❑ Commercial ❑ Other ;� ��PERMIT�TYPE AI�@i��FE�� ' �� , �. � New or Replacement System $100.00 �DO• �� Repair Existing System 50.00 (Tanks or Drainfield) State Surcharge .50 .50 Total � l��_ ��j V:\(Permits)\Septic System Permit Application.doc 1 / 2 ; ** ATTENTION APPLICANT ** Fill in all ap ro riate blanks and'check all a pro riate boxes. I will be installing the following: Tan Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other (list manufacturer) Number of Tanks: 3 Size of Tanks: f C�V ((7C��j IL�C�G Treatment System Trenches s.f. v Mound ��U s.f. Gravel less s.f. Chamber s.f. Final Cover/ Top Soil to be borrowed from site (show location on site plan) trucked in 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 Applicant Date: j-��-�}�� MPCA License No.: �(��}�,-, Staff Review: Accept ❑ Denied .� . � � . U� Reviewer: _��c.�� Date: � Reason for Denial: Comments (to be printed on inspection card): V:\(Permits)\Septic System Permit Application.doc 2 � 2 , ��s l�. )Ifr �o;•�s ��cau��oN � Sz p}�,c � �GD� � �� !(��`�ld y Rusty Olson's--Soil and Percolation Testing Joseph J. Olson—MPCA License#810 11481 Riverview Rd.NE,Hanover,MN 55341 (763)498-8779 Faa(?63)498-8290 January 27,2008 +pRONO�OPY Gerald Erickson 720 Big Island Orono,Hennepin County This on-site Sewage TreaUment System is designed for a Type 1 two-bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The seasonally saturated soils were located at 18"-20"(mottled soil).Due to the seasonally saturated soils,a pressurized mound system wilt need to be installed to treat the septic effluent.The bottom of the treatment area must be located at least 3'above the saturated soils. All neighboring wells are greater than 100 feet from proposed treatment azeas. T'he soils at a depth of 12"have a percolation rate averaging 17 MPI. ORONO COPY The existing septic system dces not conform to the state code chapter 7080. The existing tank must be abandoned. Two new 1000 gallon sepric tanks need to be installed.A new 1000 gallon lift station needs to be installed. The tanks need to be insulted. A pumping chamber will need to be instailed to lift the effluent to the treatment area. The power supply and switches must be located outside the manhole and pumping chamber in a weatherproof enclosure. A warning device must be installed with light and sound devices;this is in case of a pump failure.The manifold and supply line must have back drainage to the pump chamber.The rock and fill materials must be ctean.The sod layer below the entire mounded area must be turned over.Just break up the sod and be sure not to over work. Nothing other than Qrav water (laundrv,showers,etc.) Human water and toilet tissue shonld be disnosed of into the seatic tsnks. Garbage disoosals are not recommended. Additives must not 6e used•thev mav cause harmfnl damaQe to vour seatic svstem. It is recommended that vou�uma t6e tank everv vear for 1 tank.everv two vears for two tanks. s��y, €:t1'Y C�F ORBNA ---- - SE�TIC PERI�ti�'P�.AI��t w M ,� ORONO COPY ?�SPEC�O� ' :%� Joseph J.Olson DATF - ��PERMIT N4, ��ovEn�s sueurrr� APl'ROYED WiTii G,OARE3C'TK'fMlt A�1!O°� trot��ovev-conR�'a�s�a�us "�hcae oanrneoes�a.esr yaa is�m�tb4. ��rak+�aq b,MN �S$Y5'i�M{S�b�t�t w r��...�u..oe w�.�i.vrt�.��a..w��a�r. �„BEDRDQIIRSS. ANY�Vt�tEASE�!MlT�EA ��"n`��r�er�.ar�Ata,�s+m�+��► Of BEDROO��S�tYAUi�TE�S TfiIS aFStG�I. / X D�\ 3 / �Z i � /m � � rn -z C�x �' m y � .;. �Z � � � + � J � \ �, �' � f . r� �Z� �� u N�� V � � � Iv � - � � � - � , Y `-� � �� , �--��,� ..,,ti`�. � °�,_� I ,��..� \ s � w -`� j� �\ � y � 'f r �' � � �' � P , ,f� � .� N�+ "'�o �� }Ri ? c \ � � � � � � � ^.r _ 4� o x :• �= � � � _�� -. �' i � �T . Uy . x rn� ��` � .` �� C �� , - - � � � � �� 3 � � i� � � �•�—� � N � o z � � � � ' t� � �� -- � z � a � t,- �1 m r _ � _ a Z n � � „- ,� p � 7 � � !/' � t� a� `, Z " -� � � _ 3 � (c � � � � _. v c .'_ � � �� -� , "� .� ��_ �� '�� . �� . er► � � � � �.� . �� -°� � - � $ � * � �� _ � �� - _ � �� s . �� . ��a� � .� . � - � � �� '�� .. �! . - . � �� A . � �� ,� � � - :� � m �� w� � �� . _�� .� � . . - � �� -� a� � •�� - � 1° * �� - � -� � � � �� 1-'� . r � . �T v � � c .s�� #��f�� : �; � �r �� °� � • � c � ��v � � r $ �e v �. �f �Q . . • N C n ' � �� .� ` " 9. � � � � � 0� � � � � �� _ � � � , � - . " � '�s � �� '; � o � �" � � � � � �s � � � � -�- '� � � � � �� `N s� -�� -°- , o � � , � z i '•' $' �� °- � ,� �,��' �` � �� } � r �'� � + �� _ � � ^ �� s �� . - � ^ � � o � - �o 'l. s� a� $ � T � Qd �°� � �J� �� ► � r � � - � � �� -�� - �� r c �ii� � � . ; 3�.� ad �� G � ' aM� � ♦ . . . � * �� . �i o jo '� ' � �� .� ` - ? � 3 �'� �3 w � O� - � a � � � � � �.. . - s � �`':�'' = M � C1 �� 3 �� ' � ��5 � p , �� o �� T' � r�' 3 M - . . . . . . tt�. i 4 �� { { � -�� « � � � � � � � m . � . 2 . �3 iA ' M , ONS�TE s�r,,,,a� ' Job# Tw CqTMlKT Pwoa�can�n �� University of Minnesota Mound Design Worksheet Greater than 1%Slopes A FLOW Estimated � 300 gp�(see figure A-1) or measured ' x 1.5(safety factor)= 0 9Pd B. SEPTIC TANK LIQUID VOLUMES ��k qp�y 2000 galbns(see figure C-1) Number ofi tanks/oompartrnents 0 Eifluent Filter (yeslno) Y� C-1 Septic Tank Capacity in Galbns Number oi Minimum Capacity with Capacity with Bedrooms Capacity Ga�b.Disp. Disp.and L)ft 2 orless 750 1125 1500 3 or 4 1000 1500 2000 5 or 6 1500 2250 300U 7,8 or 9 2000 3000 4000 C. SOILS(Site evaluation dafa) 1. Depth to restricting layer= 1.5 feet 2. Depth of percolation tests= 12 inches 3. Texture loam 4, Soil loading rate(see F'rgure D-33) 0.60 gpd�ft Percolation rate 17 MPI 5. %Land SIOpe g•p o/6 D. ROCK LAYER DIMENSIONS 1. Multiply average design flow(A)by 0.83 to obt�n required area of rodc layer:Item A x 0.83= 300 gpd x 0.83 ft/gpd= 250 ft 2. Detertnine rodc layer width =0.83 ft`/gpd x Linear Loadirg Rate(LLR)(see LLR chart 0.83 fl�/gpd x 12.00 = 10.0 ft LLR Chart Perk Rate LlR <120 MPI <=12 >=120 MPI <=6 3. Length of rodc layer=area divided by width= 250.0 ft� / 10.0 feet= 25.0 ft E. ROCK VOLUME 1. Multiply rodc area by rock depth to get cubic feet of rock 250.0 X 1.0 ft= 250.0 ft3 2. Divide ft3 by 27 ft�d3 to get cubic yards 250.0 ft3 / 27 = 9.3 yd3 3. Multiply cubic y�ds by 1.4 to get weight of rodc in tons; g,3 yd3 X 1.4 ton/yd3 = 13.0 tons Page 1 of 5 , F. ABSORPTION WIDTH Absorption ratio: � 2 � 1. ' Absorption width equals absorpUon ratio times rock layer width 2.00 x 10.0 ft - 20.0 ft G. MOUND SLOPE WIDTH&LENGTH�Greater than 1�0) 1. Downslope absorption width=absorption width minus rock layer width 20.0 feet - 10.0 feet= 10.0 ft 2. Calculate mound size � � UPSLOPE I I a.Depth of dean sand at upslope edge of rock layer=3 feet minus distance to restricting layer(C1) 3.0 ft - 1.5 ft= 1.5 ft b.Mound height at the upsiope edge ofi rock layer=depth of dean sand for sepa�ation(G2a) at upslope edge plus depth of roc�c layer(1 foot)to de�h of cover(1 foot) 1.5 ft+1ft+1 ft= 3.5 ft c.Upslope berm multiplier based on land siope(see figure D-34) Sefeded berm multiplier: 2.36 d.Upslope width=berm mul�piier(G2c)times upslope mound height(G2b): 2.36 x 3.5 ft = 9.0 ft DOWNSLOPE e.Drop in elevation=rodc layer width(D2)times percent landslope(C5)!100 10.0 ft x 9.0 % /100= 0.9 ft f.Downslope mound height=depth of dean sand for slope d'rfference(G2e) at downsbpe rock edge plus the mound height at Uie upslope edge of rock layer(2b) 0.9 ft + 3.5 ft= 4.4 ft g.Downslope bertn muftiplier based on percent land sbpe(see Figure D-34 Selected berm multiplier: 4.11 h.Dormslope width=doNmslope mu�iplier(G2g)times dawnslope mound height(G2� 4.11 x 4.4 = 19.0 ft i.Select greater of G1 and G2h as the dawnslope width 19.0 ft j.Total mound width is the sum of upslope(G2d)width plus rodc layer width(D2)plus doKmslope width(G2i) 9.0 ft+ 10.0 ft+ 19.0 ft= 38.0 ft k.Total mound Iength is the sum of upslope width(G2d)plus rock layer length(D3)plus upslope width(G2d) 9.0 ft + 25.0 ft+ 9.0 ft= 43.0 ft Final Dimensions (slope>1°k) 38.0 ft x 43.0 fl I hereby certify that all work has been completed in accadance with all�pliqble ordinances,rules&laws. (signature) 810(license#) 1127/'1008 (date) Page 2 of 5 1.5"inspection pipe 18"at peak-top 6"topsoil 0 0 0 "cover-top 6"topsoil 1.5 Original grade � � Restrictive layer 1.5 9.0 10.0 19.0 29.0 �. -. absorptbn wldth Mound Detail: Land slope> 1% 9.0 Upsbpe berm: Rockbed Width: 10.0 Total Length: 25.0 Width: 38.0 Downsbpe bertn: Downslope absorption width: 19.0 10.0 Total length: 43.0 Notes: Divert surface water away from mound. Page 5 of 5 ;;��;��•;;��.y of�"inn�sc:u ^;��:�� DistribG�;c^ �ysterr ��s;�n - 10/25/04 All boxed rectangles must be entered,the 2st wil!be calculated. � �Ons�rc � Scwwoc �� . 1. Seiect number of perforated laterals: 03 TwE�Ts.erat _;---�..= PROORAM �� 2. Select perforation spacing= �ft �,�.. _.�,.., � _.. _ - -- - .<- - - __. 3. Since perforations should not be placed closer that 1 foot to j - -- the edge of the rodc layer(see diagram),subtract 2 feet from �"� "` �� 'J ' I I �..,.n_k � the rock layer le th ,,�.,,,;,�,,, 25 -2ft= 23� ft ��`•-5�•a- � ��..� . ri .�....�.,K�.. 4. Determine the number of spaces between perforations. Divide the length(3)by perforation spacing(2)and round down to nearest whole number. Perforation spaang= 23 ft/ 3 ft= 7 5. Select perforation size 1!4 inch 6. Number of perforatans is aqual to one plus the number of perforation spaces(4). `Chedc figure E-4 to assure dhe number of per/orations per lateral guarantees <10%discha�ge varfetion. 7 spaces+1 = 8 perforations/lateral E�Maximum Number of 1/4 inch perforations E-5 Maximum Number of 3H6 inch perforations r lateral to uaranbee a10'/.discha e variation r lateral to uararKee<10X discha variation Perforation Perforation Spacing Pipe Diameter Spacing Pipe Diameter ft 1 inch 1.25 inch 1.5 inch 2.0 inch feet 1 inch 1.25 inch 1.5 inch 2.0 inch 2.5 8 14 18 28 2.5 12 19 25 39 3.0 8 13 17 26 3 11 18 24 37 3.3 7 12 16 25 3.3 10 17 23 36 4.0 7 11 15 23 4 10 16 21 33 5.0 6 10 14 22 5 9 15 20 31 7. A.Total number of perforations=perforations per lateral(5)times number of laterals(1). 8 perfs/lat x 3 laterals= 24 perforations B.Calculate the square footage per perforation. Recommended value is 6-10 sqftlperf.Dces not apply to at-grades. 1. Rock bed area=rodc width(ft)x rock length(ft) 10 ft x 25 ft= 250 ft 2. uare foot per perforatan=Rodc Bed Area/number of perfs(6) 250.0 ft� / 24 perfs = 10.4 ft�/perf 8. Determine required flaw rate by multipying the total number of perforations(6A)by flow per perforations see figure E-&) 24 perfs x 0.74 gpm/perfs= 17.8 gpm E�Perforatlon Discha e in GPM Head Perforations diameter feet inches 3/16 7/32 1/4 1 0.42 0.56 0.74 2° 0.59 0.80 1.04 5 0.94 1.26 1.65 a. Use 1.0 foot Tor s�gle-famiy homes. b.Use 2.0 feet for ' else ` . _..:.:,., .'`/ 9. Determine Minimum Pipe Size , A. Manifold on End. If laterals are connected to header pipe . ... . . as shown in Figure E-1,to selec:t minimum required lateral �w�•.E-,:M�,��E�«�•»�.� diameter;eMer fgure E�l or E-5 with perforation spacing and number of perforations per lateral.Seled minimum diameter for perforated laterals= 1.5 inches - --- ----_ __ ... _ _ _ ._ B. Cerrter Manifold. If perforated lateral system is attached to �E��;,;�;y;,� ' , manifold pipe near the center,like Figure E-2,perforated lateral length(3) �� . � and number of perforations per lateral(5)will be approximately ' i one half of that in step A. Using these values,seled , . ! minimum diameter for perforated lateral= 1.5 inches • ``�- ' , I ---------J I hereb certify that I have ed this work in accordance with all applicable ordinanoes,rules and laws. (signature) 810 (license#) 01127/08 (date) Ui�iversity �f Minnes�,G �ump S�l�ct;on Proc��re - 'l012510� All boxed rectangles must be entered,the rest will be calculated. ONSITC � 1. Determine pump capacity: s�wAa� - �r_ ,_ TREATMENT _ A. Gravity Distribution PROGRAM ��- 1.Minimum required discharge is 10 gpm � 2.Ma�dmum suggested discharge is 45 gpm � For other establishments at least 10%greater 1fian the water � supply rate,but no faster than the rate at which effluent will flow out of the distribution device. B. Pressure Distribution-see pressure design worksheet soil treatment system &point of discharge ................ Selected Pump Capacity: 18 gpm rotai p�Pe lengih _,_.�.,._,.,�.,_� 2A.elevation in!e! ;-..._----°-°--°-=� =' difference P p Po 9 �; A. Elevation difference between um�and int of dischar e. '' �: 2. Determme Total nam�c H c�,� ; _�_12 feet , �:------------------------- ----- _._..._..�__...-�-:»�� B. Special head requiremenh(See Figure-Special Head Requirements) �feet Special Head Requirements Gravity Distribution Oft C. Friction loss in supply pipe Pressure Distribution 5ft 1. Select pipe diameter �in 2. Enter Figure E-9 with gpm(1A or B)and pipe diameter(C1) Read fiction loss in feet r 100 feet from Figure E-9 E-9 Friction Loss in Plastic Pipe Friction loss= 0.73 ft/100 ft of pipe er 100 ft nominal 3.DeteRnine total pipe length from pump discharge to soil system discharge point. Flow Rate i e diameter Estimate by adding 25 percent to pipe length for fiction loss in fittings. m 1.5" 2.0" 3" �Pi len th times 1.25=equivalent pipe length 20 2.47 0.73 0.11 ft x 1.25= 112.5 feet 25 3.73 1.11 0.16 30 5.23 1.55 0:23 4.Calculate total friction loss by multiplying fiction loss(C2) 35 6.96 2.06 0.3 by the equivalent pipe length(C3)and divide by 100. 40 8.91 2.64 0.39 Friction Loss= 0.73 ft/100ft X 112.5 ft / 100= 0.8 feet 45 11.07 3.28 0.48 50 13.46 3.99 0.58 D. Total head requirement is the sum of elevation difference(A),special 55 4.76 0.7 head requirements(B),and total fiction loss(C4). 60 5.6 0.82 12 ft + 5 ft + 1.0 ft 65 6.48 0.95 70 7.44 1.09 Total Head: 18.0 feet 3. Pump Selection 1.A pump must be selected to deliver at least 18 gpm(1A or B) with at least 18.0 feet of total head(2D). I hereby certify that I have completed this work in acxordance with all applicable ordinances,rules and laws. (signature) 810 (license#) 1127108 (Date1 Page 1 of 1 Percolation Test Data Sheet Lic.#810 � � Percolation test readings made by: Rusty Olson's Perc. starting at 12:20 P.M. On 1/26/08 Location: 720 Big Island Hole number: 1 Date hole was prepared:1/25/08 Depth of hole bottom_12"_inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil texture 0"-6" Dark brown loam 10yr3/2 6"-12" Brown loam 10yr4/4 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date and hour of initial water filling 1/25/087 At 12:10 P.M. depth of initial water filling 12 inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches Time Time Depth Drop in H20 Perc Rate 12:32 1:02 6" 3.0 10.0 1:05 1:35 6" 2.8 10.7 1:36 2:06 6" 2.8 10.7 AVERAGE PERC. RATE 10.4 MPI Percolation Test Data Sheet Lic.#810 � � i � Percolation test readings made by: Rusty Olson's Perc. starting at 12:20 P.M. On 1/26/08 Location: 720 Big Island Hole number: 2 Date hole was prepared:1/25/08 Depth of hole bottom_12"_inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil texture p"�" Dark brown loam 10yr3/2 6"-12" Brown loam 10yr4/4 Method of scratching side walt: Knife Depth of gravel in bottom of hole 2 inches: Date and hour of initial water filling 1/25/087 At 12:10 P.M. depth of initial water filling 12 inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches Time Time Depth Drop in H20 Perc Rate 12:33 1:03 6" 1.3 23.1 1:04 1:34 6" 1.3 23.1 1:37 2:07 6" 1.3 23.1 AVERAGE PERC. RATE 23.1 MPI . Loqs of Soil Borings License#810 j � Location or Project: 720 Big Island Borings made by: Rusty Olson's Soil and Perc testing 1/25/2008 Classification System: AASHO ; USDS-USDS-SCS X ; Unified ; Other Auger used(check two): Hand_X_,or Power_, Flight, Bucket or Probe_X_ Boring Number_1_Surface elevation_102.5_ Mottled Soil at_1.5_feet 0"-6"Dark brown loam 10yr3/2 H20 present at X_ 6"-18"Brown loam 10yr4/4 18"-30" Rusty brown loam 10yr5/4 Boring Number_2_Surface elevation_102.2_ Mottled Soil at_1.6_feet 0-6"Dark brown loam 10yr3/2 H20 present at_X_ 6"-20"Brown loam 10yr4/4 20"-30" Rusty brown loam to sandy loam 10yr5/4 Boring Number_3_Surface Elevation_91.1 Mottled Soil at_1.6 feet 0"-4" Dark brown loam 10yr3/2 H20 present at_X_ 4"-12"Brown loam 10yr4/4 12"-20" Brown loam 10yr5/4 20"-30" Rusty brown loam to clay loam 10yr5/4 �� a �� DATE TIME CITY OF ORONO CALLED IN I Og INSPECTION TICE Q SCHEDULED _� PERMIT N0. � O / C MPLETED ADDRESS 7 D OWNER ONTR. � C'�f-l� . TELEPHONE NO. � — �O� - LD— `S C � DESCRIPTION r� L� � l ! (i1�L N �Q--��-lY � ❑ FOOTING ❑ CHANICAL RI ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORENVETLANDS y ❑ INSULATION � ❑ WOOD BURNER/FIREPLACE ��_///+++ ❑ TREE REMOVAL Z ❑ WAIL BD. � ❑ WATER HOOK-UP ❑ SITE INSPECTION Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT � ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP _ ❑ PLUMBING RI �EPTIC FINAL ❑ HARD COVER REMOVAL J ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: a " ' �J �!� B Z� ��,/11�S � ' 3 l� i� �� .5 �v vr�� 0 �. � � �� 3�� s c� iz�-I � Q �vv � �t�s z n + r� f .-.,, �r��a � � �- W � � j � � L7�Z S,�} /v �� S C�u�- i -�-. � a W� �4(ORK SATISFACTORY:PROCEED JECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � �CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN INSPECTOR WILL RETURN O CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALI TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952� 249-4600 OwnedConiractor on site: Inspector_ � White Copy/lnspector's File Canary CopylSite Notice