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Home My WebLink About2002-P05486 - septic f 7 PERMIT C�� Y C�F ORONO Permit Number: 275 Kelley Parkway - PO Box 66 Pos4s6 Crys al Bay, Minnesota 55323 Permit Type: septi� (952 249-4600 Date Issued: si9i2oo2 SITE DDRESS: 3i6o susseXxa L.ong Lake,MN 55356 P I D: 04-117-23-3 2-0008 DESC PTION: Propose Use: Residential Permit lass: General Permit ype: Septic Permit Sub-type(s): New Septic System DETAI S: Approv d per resolution#: Separat permits required: NOTI ES/REMARKS: FEE S MMARY: Permit Fee: $ 100.00 Valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: Dale Denn OWNER: Thomas Forsythe 1127 Goldenrod Lane 3160 Sussex Rd Shakopee,MN 55379 Long Lake,MN 55356 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AN AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF M SOTA BUILDING CODE REQUIREMENTS. � �� L�l y�tiZ�`��L APPLIC 'E SIGNATURE 1SSliED BY SIGNATURE Covi : 1-File(SiQnitures Repuired), 1-Applicant, 1-Monthlv Reports, 1-Assessin�, 1-Finance Page 1 . ' CITY OF ORONO SEPTIC SYSTEM PERNIIT APPLICATION Boz 66(2750 Kelley Parkway) Crystal Bay,Mn 55323 JOB SITE ADDRESS � �� `��!� Occupancy Type: Residential Commercial Other Permit Type: New ,r Replacement System $100.00 epair Eaisting System $ 50.00 (Tanks or Drainfield) $0.50 State surcharge added to above fees * See fee sohedule for non-residential permit fees Owner's Name: D`7 �lE�—o1/ Phone Number: �� 9$ �?!� Mailing Address: �S'C� City: � Zip: �'� Contractor's Name: Phone Number: p,s-a a33 �5� Mailing Address: ,�/��l' �.�nJ� City_��c!� Zip:`s�3�—a?9 T *** DO NOT MAII,PAYMENT`VITH THIS APPLICATION'�** GENERAL INSTRUCTIONS 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 cazd is on the job site. 2. Permits will be issued only 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. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 4. The following inspections will be required for all septic systems: A Pre-installation site inspection to include inspector, installer, and general contractor. � B. Tank installation prior to covering. C. Drainfield trench installation prior to covering. For mounds, inspection is required after �, rough up but prior to sand placement(sand will be jar tested for silt content), and again during pressure distribution piping installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump sta.tions (where required) components aze functional and comply with codes. 5. Individual holding MPCA Installers License shall be present during all inspections. A 24-hour notice is required for all inspections. _ , ' . NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate boxes. v 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. 2. I will be install�the following: � A Tanks: �� Precast Concrete Other Manufacturer Q�i�Gt�Lii(� TankCapacities: 1) 13Ga �al. 2)�3p-o gal 3) gal B. Pump Station(if required) Pump make&model (attach pump curve& literature); system design requires �� gpm at�_feet of head. High water alazm make&model �i��t�'LT� . Outside electrical work to be completed by installer electrician other. � C. Treatment System: � � Trenches: !� D s.f. Mound Depth of rock below pipe�" Rock bed dimensions ' x ' ✓ Drop Boxes Sand bed dimensions ' x ' Distribution Box Pressure Dist. Pipe Diam. " Manifold Pipe Diam. " D. Final Cover/Topsoil to be: �bonowed 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 work in strict accordance with ordinances of the City and the regulations of the State of Minnesota,and certifies th 11 statements made on this application aze complete,true and conect. SignatureofApplicant ` � ` Date: � � MPCA License No. �-- �S� Staff Review: Approval Deniat Reviewer: Date• Reason for Denial: . � � ' SEPTIC SYSTEM APPROVAL o �Rd�� °�� 0 0 � j ,, , ,� CITY of ORONO �`,, ,�ti Municipal Offices �.�� .�G Street Address: Mailing Address: xESII04' 2150 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner ��':��y � �i�� Phone (Home) (Work) Address 3�E�`' �t�SS�tX �<< City h�-'^�' State M/'V Zip Site Evaluator �;�»;� .•w.;��Z;- State License # f'��i�i Phone# �:�tC'� � 3 1�- ,�7►�] Type of Establishment: Single Family�_ Multi Family Commercial Est. Gallons Per Day 7 S t`� No. Potential Bedrooms � Slope: 3�'/c` Depth of Sand: Upslope: Downslope: Soil Sizing Factor �, � Perc Rates P-1 i3. P-2 :�� P-3 � P-4�_ P-5 i3. I P-6 ,lc` P-7 Restricting Layer Depth B-1 5�'' B-2 y"f`' B-3 5.� ' B-4 ��-c B-5 B-6 Type of Treatment System: Standard�c Alternative Other Performance Pressurized Mound System At-Grade System Gravity Trenches System Pressurized Trench System Gravity Trenches W/ Lift � Pressurized Bed System Holding Tank W/ Alarm Septic Tank Size � 3Ci� # of Tanks �. Lift Tank Size i 3�''� Pump Brand GPM �5 Head �C� •� Treatment System: Minimum � >��' � Square Feet with ; � inches of rock below pipe Mound Bed Mound Treatment Area THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the inspector (952-249-4600) Call for inspection 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until the Inspections Department has verified the primary and alternate sites are protected. NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20'of tested drainfield sites ever. ACCEPTED �C DENIED By the City of Orono subject to existing regulations and the following conditions: X (01 ZC�.' � ��` �— !�i'.Lt ( � ��\fC�'�. '1ZavCL �l�C"J�C. Jt�+ 1': � C'�( �CA. � By: ��. 1 ::3�-2�-c.,�-.. �_ �� —C, � Matt Bolterman, On-Site Systems Manager Date Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us , r NOTE: DUE TO VARiABLE SOILS, TEST PI7S WlLL NEED TO BE DUG AND INSPECTED PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM TO VERIFY THE DEPTH AND TYPE OF SEPTIC SYSTEM THAT CAN BE INSTALLED. TREE LINE ' 34f 7' O.0� \ I I `R - �" 20' ,-�. ..:,..� � I � I I I � b a��-s.��.�� ..� \ ~ � � �'"'��. a. � � �� '� � \ �� I � I n' � \ ':�."�� v. \ 31 t z� � o I � �-�:,�.,_ \ c� I � A� \�\�b2a 985 � � I �� \� _ ab� \ � � LEGEND I \ \ \ \ \ � \ � denotes well location � \ \ 983 / G denotes perc test location I \ \ ��o \ / \ 0 denotes soil boring location � 982 ( 97* ) denotes proposed e/ev. I \ � � 98, `� \ 97* denotes exisfing e/ev. �/ � � � �- � `— denotes surface drainage i � � —�" I / // g8'LP�M Z PNK -- '� \ / �� — � � �/ %ga3� — � r �/ / �-�0� ��CS \ � �� P�G �pr1 �._ �_ \� � ��d`� /g85� \/ / / � C82� 98 / j Notes � � v,/ / � 5 !-\ PROPO�� tb I ��ppSE �E DEEP 1. oid compaction of septic area before, \ � $�pRpOM H 9�yp��, -- during and after construction. I �.C:. ��-�`�' - 2. erif before construction that no wells � � Y �� are wi hin 50 feet af the proposed or existing � N �� septic tank. � 3. rif y before construction that no shallow \ f J N,P�� wells re within 100 feet, or any deep wells / g87— gEl�� a� within 50 feet of proposed treatment area. \` pr�o �� , g 4. I materials used for construction must a� g meet r exceed the M.P�.A. Chapter 7080 \ require ents. / �� d+ 5. D vert surface drainage away or around �� 985/ Q.Qd' / the se tic area. \ °° / se,�' 1 � I here y certify that this site p/on was prepared \� � $� by me or under my direct su ervision. � \ �/ / 3��j�aZ Bernie Miller D.R.P. / M. P. . A. License � 1921 PROPER7Y LOCA�ION PREPARED FOR: �jj]� � �ot 2, Block 1, Septic System Slte Plan Tony Eld.n Co. MILLER' SEWAGE TRF4TMENT SOLUTIONS Fax Bend, 4100 B�rkahlr� 9043 155 STREET KIMBALL. MN 55353 Orono, DATE J08 N�. SCALE L�A� (320) 39 2714 cell (320) 293-0197 Minnesota a�19�OZ 2�02�21 1�6� Plymouth� Wr. ------------------------------------------------------------------------- . �--- _ i '_ i � i � . i � - � i � � � i � i � � HYDRAULIC PRUFILE ; � , � � � � � � � , � � � , � � � � � � � , a�,.� i i � i i i � , � 9 � i 1300 Ae�ilon 130o gallon p��,pT� � � Septic Tenk �t�C TH�1�C Llne le to be laid to provida drain—back after pump ehuta off i I � � ��'�� i i � � � �H"rnd � j � �� "'" I , NOTE� �� b �' � � � Elevations are approximate and may need to be ��l�� iadjusted in the field. �� O i � �� ' � �a p I i �� *-3 � I � x z i � �� C Q I I � �� I � � � I I � -- ----------------�—�--- -----------J L------------------------------------ -- Trench and Bed Worksheet All box d rectangles must be entered,the rest will be calculated. 1. AV RAGE DESIGN FLOW r A•l: i:�f�nafed Sev►age Fiov�in C�dians p�Day ' A. stimated 750 gpd(see figure A-1) ;-�-��---, f � ; —' r measured x 1.5(safety factor) = 0 gpd ; bedroarrs � Qass I � aass II ; C7oss�I{� Q�s IV � B. eptic tank capacity 2-1300 gallons(compartrnented) � q � 3�� ; �2a � ?� s �1� ; ; 3 � �.J ' �� ; 21S c�th: i -1: Se i�'f�nk('� �riiie4 i in��llans; � a ` �'�� ` �� 5 ' �;G:�c� : ; . ; 5 ; �� I �0 � 24: � i�-th� , < <; �17�� ; � ; c�ry I +.25 ; 337 �':rss; .i'UI�I��Cf�; �1�lUl:!' �I '_..(yi:!(i �..0�� ltli� �51Y�1 ,111h�:'sti.7+,�5.lo��C� � ] 1C�� E�� ; �I 0��II C(�::wt:l� '.'.l(::1�:'!; ;I S �ti��c'•:5.�(s1: ;l1 '....._.�..._,,....... IdJ ; ��77 ; ��J�S ? �c um�a ' �I�'L,.+I .._..�,...�........�_..,__..._......_.�.. L (��SS ti�� 1�:� �, .�,.._.....Y.,.._.. ..,,�.. .�.�..,...........,....� �• �!�.�"! �Jui,l .y�J�� ,�,,.�, :�.� �_: ::C:U<_�1,71]t�.E:"::.U... 3llt� 4C:1��-'I� �, '+lC`7 �`t,'a G4ji) . ,� la-irn(ti�F?S=- :�:wr�a:a�cn1 , � K � �• ; ' ,crca�a.ionlcat� 4�.I:.�.ii F r��.ar �T � ..a.;U IJi�f) ... ,c. ...::i: 1:,i1 L-t':ue t. .- ... .. i:. __... ' 2. S01 S(Site evaluation data) � .. - - "' . � . C. epth to resficting layer= 4.8 feet � '-'. " , :,. ._ . D. aximum depth of system Item C-3 ft= 1.8 feet "� �� E. xture Clay Loam ;'- � � - �� rcolation rate 12to48 MPI . � , F. F 2.2 ftz/gpd(see figure D-15) . ;�' G. ° Land slope 8 % 3. TR CH OR BED BOTTOM AREA ;�,� _ _ : � � � H. F r trenches with 6 inches of rock below the pipe: � � � � � • '- � - x F= 750 gpd x 2.2 fflgpd = 1650.0 ft2 I. F r trenches with 12 inches of rock below the pipe: x F x 0.8= 750 gpd x 2.2 ff/gpd x 0.8 = 1320.0 ftz J. F r trenches with 18 inches of rock below the pipe: x F x 0.66= 750 gpd x 2.2 ft/gpd x 0.66= 1089.0 ftz ��v��G�� K. F r trenches with 24 inches of rock below the pipe: �'�"'�� a�� Q��Q��i��i�. A x F x 0.6= 750 gpd x 2.2 ft/gpd x 0.6= 990.0 ft2 L. F r gravity beds with 6 or 12 inches of rock below the pipe; 1 5 x A x F= 1.5 x 750 gpd x 2.2 fflgpd = 2475.0 ftz F r pressure beds with 6 or 12 inches of rock below the pipe; A x F= 750 gpd x 2.2 ffigpd = 1650.0 ft 4. D STRIBUTION(Check al!that apply) Bed(<6%slope) X Drop Boxes(any slope) X Rock X Drop Boxes(any slope) Distribution Box(<3%) Chamber Pressure X Gravity Gravelless 5. YSTEM WIDTH,LEN�TH AND VOLUME M. elect width= 3.0 ft N. I using rock,divide bottom area by width:(H,I,J or K)divided by P=lineal feet 1320.0 ft� I 3.0 ft = 440.0 lineal feet ock depth below distribution pipe plus 0.5 foottimes boitom area: ock depth+0.5 foot x Area(H,I,J,K,L) (�ft+0.5 ft)x 1320.0 ft� = 1980.0 ft� olume in cubic yards=volume in cubic feet divided by 27 1980.0 127= 73.3 yd3 eight of rock in tons=cubic yards times 1.4 73.3 x 1.4= 102.7 tons 0. I using 10"Gravelless Pipe,length=Flow(A)x Gravelless SSF(see figure D-9) 1000.0 gpd x � ftlgpd = na lineal feet P. I using a Chamber H,I,J,K[based on height of chamber slats]divided by width of chamber in ft) 1320.0 ft/ 3.0 ft = 440.0 lineal feet 7. LA N AREA Q. elect trench spacing,center to center= 7.5 feet R. ultiply trench spacing by lineal feet R x Q=sq.ft.of lawn area 7,5 x 440.0 = 3300 fl 8. LA OUT lect an appropriate scale;one inch= 50 feet how pefinent property boundaries,rights-of-way,easemerits. how location of house,garage,driveway,and all other improvements,existing or proposed. how location and layout of sewage treafinent system,well and dimensions of all elevations,setbacks and separa6on distances. I hereb ce ' that I have completed this work in accordance wiUi all applicable ordinances,rules and laws (signature) /�J (Iicense#) 3��'�Z (date) PUMP SELECTION PROCEDURE boxed r�ecfangles must be eritered,the rest will be caiculated. 1 Determine pump capacity: A. G�avity Distribution 1.Minimum�equired discharge is 10 gpm 2.Maximum suggested discharge is 45 gpm For other establishments at least 10%greater than 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 �°p�nr ot��scna�y Selected Pump Capacity: 25 gpm �oicl p�pe ; �e�.�� ; �'� 2A.aEevo?lan; ir��e -----~ , d:('erencei 2 Determine head requirements: ��e A, Elevation difference belween pump and point of discharge. �� ! ;._ _ — __ � _.. 10 feet -_, .:;._ ; g, Special head requirement?(See Figure-Special Head Requirements) �feet Special Head Requirements Gravity Distribution Oft C. Friction loss Pressure Distribution 5ft 1. Select pipe diameter �in(insulate entire line) 2. Enter Figure E-9 with gpm(1 A or B)and pipe diameter(C1) •- �-•- � `.E-9:�Fri�6on Loss in P'lustic Pipc�' Read friction loss m feet er 100 feet from Figure E-9 ' pE;��{�p l�et Fric6on loss= �2 ff/100 ft of pipe : � narnirx�l � Ac:•rlamete.�r `.. 3.Determine total pipe length from pump discharge to soil system discharge point. �Row rolc� l.� 2" 3' � Estimate by adding 25 percent to pipe length for fitting loss. •c7Prri �� r�.... . •.---� E uivalent i length times 1.25=total pipe length �� Q� �� r�.� 135 ft x 1.25= 168.75 feet !25 �3.7� 1.T 1 Q.1 b 3 ;�c �s.�.:; �.�� r•.�: ��s ;�.�� .c� c.3a :` 4.Calculate total friction loss by multiplying friction loss(C2) �cQ �8 q� 2�a �a� k by the equivalent pipe length(C3)and divide by 100. � FL= 2 ft/100ft X 37.5 ft / 100= 0.8 feet �`s tl ` �' ?.�� C;.46 : R SC f 13 c1� 3.�? Q.59 : D. Total head requirement is the sum of elevation difference(A),special ;5� � 4,?5 Q.7�J E �6C: � 5.r;� G.t�2 ; head requirements(B),and total fnc6on loss(C4). 10 ft + 0 ft + 0.8 ft `f'� c.ds C.9� ; ',C � '.� :,�a ' Total Head: f0.8 feet 3. Pump Selection 1.A pump must be selected to deliver at least 25 gpm(1 A or B) with at least 10.8 feet of total head(2D). I reby ce ' that I have compl this work in acoordance with all applicable ordinances,rules and laws. (signature) �J�� pioense#) 3Jg�Z (date) �r. ' � - 1 �' A SHOULD OuTLET TO BE AT LEAST 4 – INCH DIAMETER. � TRENCH ' ' � � , 2. ELEVATION OF INLET AND SUPPLY LINE TO ' ' a SUPPLY LINE NEXT DROP BOX MAY 8E ADJUSTED UP OR TO NEXT DOWN FOR DESIRED EFFLUENT LEVEL IN __ OP 80X TRENCH. . [� --�.— __ 3. SUGGESTED. TRENCH LIQUID LEVEL IS AT TOP OF TRENCH ROCK IF PERMEABLE SYNTHETIC FABRIC COVERS ROCK; AT TOP OF OUTLET PIPE �; F ` IF HAY OR STRAW COVERS ROCK. OUTLET TO TRENCH 4. INVERT OF PiPE FROM PUMP MUST BE AT LEAST ONE INCH HIGHER THAN INVERT OF SUPPLY PIPE TO NEXT DROP 80X. 5. TRENCHES MAY OUTLET ONE SIDE OR 80TH SIDES OF DROP BOX. ' � �k ,�. ' � SUPPLY � � r_ � � LINE I � SUPPLY � L ` `� � i � LINE � 2�� ` '�i ._�' � -�— � i �r � I � � i i 2�� i I I � �) I � � -�— � I I � 'T – � � i � � ,�. � ,i —� � � � , i _L1 � � _ _ � � � I I j L j T —;— — — OUTLETS TO L__.L L _ _i ' TRENCH ' � OUTLET TO ; I�/2' OR 2" PLASTIC TRENCH �- � PIPE FROM PUMP DROP gOX FOR PUMPED EFFLUENT USe a� I � �-renCh oNly -_ OUTLET TO I. ALL PIPES SHOULD 8E AT LEAST 4- INCH � TRENCH DIAMETER. � INLET FROM � SEPTIC TANK 2. ELEVATION OF INLET AND SUPPLY LINE TO OR PREVIpUS NEXT DROP 80X MAY 8E ADJUSTED UP OR DROP 80X , ��,��:.:_.,: SUPPLY LINE DOWN FOR DESIRED EFFLUENT LEVEL IN °`�� TRENCH. TO NEXT _ OROP 80X 3. SUGGESTEO TRENCH LIOUID LEVE� 2 INCHES -�- �4� -�- ABOVE TOP OF OUTLET PIPE IF PERMEABLE SYNTHETIC FABRIC COVERS ROCK; AT TOP OF OUTLET PIPE IF HAY OR STRAW � � COvERS ROCK. � • .•:i:4;:•.. 4. INVERT OF INLET MUST 8E AT LEAST ONE INCH HIGHER THAN INVERT OF SUPPLY PIPE TO NEXT OROP 80X. OUTLET TO � TRENCH 5. TRENCHES MAY OUTLET ONE SIOE OR 80TH SIDES OF DROP BOX. -�- � T � � S LINEY � j ,--� INLET N�E i_�� i� ^ I ' � SUPPLY LINE I L_�_ ---�.- i `_ ' I I 2�. � �,� � 11 " j _ � � r.. l.._ . I � � �- I i i j -�- � OUTLETS --�� L�- � _ _ , _ _ � TO TRENCH L _ _ _ _ _ J OUTLET TO ; TRENCH � DROP BOX Z'� �� !/�rPr�',1G�► ,/f,�'a��.�s ex��,af- 1= �- r � F��fi�s� o� . �� :��ti �,� �r - SYNTHETIC FABRIC 9�� PIPE TO NEXT �4" DIAh1ETER !tiSPcCTi�f� � 1M..ET DROP 80X . WE�.i. 4YIT!-� Cf�p � f E4RTH BACKFILL ' '',� _, �9�'� � ; A80VE TOP OF ROCK 9�.5— ��_ ✓ 5 UTION P PE :� .� �� << �EX�xo�d� ' �� 3 �� DEPTH OF CI�EAN � 9g8'� o �� :,� ROCK /q TO 2 /� D IA. SEE NOTE 5. /' �B7 0 � { o � . � . � .�� . . . DRop 9ox . � � • � LENGTH = � � �'�ET --�--�— ----� Yy'O %/'t�'.�% �c-f' �>`�% �VERFII.� NOTES � I . 80TTOM QF TRENCH MUST 8E LEVEL . T3P �F �P.E"J�H -- -� 4 TO 6 �NCHES ROCK MUST 6E LEVEL. � INSPECTION , '" ^ ' � � WELL 2. SLOPE ON DISTRIBUTIO�J PIPE IS EETWE�� _ LEVEI. AND 4 INCHES PER 100 FEET. BACKFI Ll. RECOMMENOED SLOP� 1S LEVEL. � '��-12 ' OF S�� BACKFIL.L 3. Ol5TRIBUTION PIPE CAN BE PERFORATED PLAST I G I NSTAI.LED W I TH ONE ROW OF �-,; : < <�� ,:��.. ° FIOLES q�ONG THE PIPE 80TTOM. PIPE � `.�2" DEPTH OF MUST HAVE A BEARING 5TRENGTH OF � � � ,,�� o � RO.CK ABOVE AT LEAST IOC?U L8/FT. PIPE � ROCK � o /Z�` �1, SCARIFY TRENCM 80TTOM AND SIDEWA�LS . '<< ` o � � �ROCK �ELOW AS HIGH AS ROCK WILL BE PLACED IN THE , •.�• PIPE. SEE TRENCH IN ORDER TO EXPOSE NATURA� 501� NOTE 5. REMOVE L4�SE SOIL 6EF4RE PLACING ROCR •--�--- 36" � 5. 'NHERE TRFES ARE PRESENT �R LIKELY TO 9E PRESENT DURING TNE LIFE OF TNE SYSTEh",, 12 INCHES �F ROCK MUST BE PLACED UND�n TNE OISTRIBUTIOM PIPE. TRFn�� rnni�TR; �r�rinr�� nr-Tn i � � M S T S MILLER'S SEWAGE TREATMENT SOULTIONS 9075 155"' Street Kimball, MN 55353 LOG OF SOIL BORINGS 1-320-398-2705 Lceation or Project:Tony Eiden Co./L2,B1,FOX BEND Date:3-14-02 Borings made by: Bernie Miller Classification System: AASHO USDA-SCS X Unified Other Auger used(check two) Hand X or Power Fli,¢ht or Bucket X Testpit Depth Borwg Number Depth Boring Number in Surface Elevation in Surface Elevation feet Munsell Chart feet Munsell Chart o , /.�.r iay�y/y o � �a� �o��i � Sn /oTi� /�,�3� 1 v, .._......_.........t.�... /o2.,-L 2.Sy Y�f/ . .. C�a y /o r..�-. /'y,e 7//y ..._..._...----��---�. __...__........_.........._. .. 2 2o c�y�.�.,.... 2-s��y/y � ...__......�y� Cl,. z,. z sY y y -_........._.��!:.. � ... 2,s y y/y ............._.� �sy y c _.._..................._...�i '� s� 32 5 2,,,00Y c�►Y /o z.�, 2 sy y/y 3 � ....._.._____..... ya„ _----._._._._;;_ ......_._...__.._._ z sr s�6 y°...c�y ld z.� Z�s r s�y ,� _�._......._yb... ��y �a-,�, 2-�Ys�6 � ..._._....._._... .d. ��. z.5ys/y ................�r._ ,,C�,,,,, 6�B,•�,p� , ...... C 6/B�ro ........_..._..._._........ � ,, - sy � ............_. . ... . _..__...._..........._ , S�Y �z,�-�R,w �,.,o %�yiy ..__............................ . ................_.............. p�'�d 6 6 End of Boring at $,,� feet. End of Boring c feet. Standing�vater table: Standing water table: Present at: feet of depth, Present at: feet of depth, hours after boring. hours after boring. Not present in boring hole / Not presenk in boring hole�� ouled soil: e�� Mottled soil: �� Obsen�ed at SO of depth Observed at � of depth ot prescnt in boring hole: Not present in boring hole: bsen•ations and comments: Observations and commenis: 1 M S T S MILLER'S SEWAGE TREATMENT SOULTIONS 9075 155"' Street Kimball, MN 55353 LOG OF SOIL BORINGS 1-320-398-2705 Location or Project:Tony Eiden Co./L2,B1,FOX BEND Date:3-14-02 Borings made by: Bemie Miller Classification System: AASHO USDA-SCS X Unified Other Auger used(check rico) Hand X or Power Flight or Bucket X Testpit Depth Boring Number Depth Boring Number in Surface Elevation in Surface Elevation feet Munsell Chart feet Munseil Chart � � IOZ•�-� /0 3lZ � (02� �O'(/�-�L $ ,� ...._..............._......_. 1 .. ��, �.�.� �� r�y ._1....._.............°........ ��,�, � �,y�- '�Y ...._.._................_..._. ............_.............._.._...... ,, ,, ...._.......................... s/ 0 2 � /Q� 2.sy sly _.�...__.._.........._..._..... �o� z Sr y 3 � ............................ ..............._....................... d � �� ..........._................_... ............_....�.�...__... ......... ............._.. ..._._..... ........_..... ��-, z Sr S�y � .. .. ; 6 �,..., z-s s/ ; � ............_............... � r y __._.....�._... � �� G w 6�!�'�o/�!� ..............�5..... ................._............. e 6 � 6 End of Boring at ,S S—� feet. End of Boring s feet. Standing water table: Standing water table: Present at: feet of depth, Present at: feet of depth, hours atter boring. hours after boring. Not present in boring hole � Not present in boring hole ✓ Mottled soil.• c� Mottled soil: Observed at /'�� of depth Observed at �depth Not present in boring hole: Not present in boring hole: Obsen•ations and commcnts: Obser��ations and comments: ,r •.. ;.. _. ._ a...�y�,�+ :.s.��4-` t>•• . a �:, Ye {.. y�, �-�c.e . . _ -._,., � .,L �:. �s . .y„��`t�it�1'� .. .. .!�`:�.'- � ••�� ..:.....T�y�.�.. '."' ... .... . �.�.�... . `y�I .'R. .� � ' ..i �ya �,' " •f ��1:�� ......� . . T; . i.. ;..'..� . ..�� ... _ CER IFICAT�ION � OQ62T .� Lo s of Soil Borin s ;y�, ..,. - r ,: . . Loc tion or, Project Wildman Propettyr Lot �, � Bend�, Orono : ,-� • ',��- Bor nqs made by S-P Testinq, Inc. Steve 3chirmers Date 6-19-89 � Cla sif�iction System: AASHU � ; USDA-SCS X ; Unified_; Other Aug r used (check two) : Hand X , or Power , Fliqht , . or Bucket X Dep h, Boring numb.er 1 Depth, Borinq number 2 in ' '. � . . in fee Surface elevation 985 . 6 feet Surface elevation 985.9 � Topsoil dark brown loam � Topsoil dark brown loam .0 - 10" 0 - 6�� 1 Dark brown clay •1 - Brown clay loam loam . ' 6" _ 1� 8�� 10" - 1 ' 10" � � 2 :. Brown 1 � 10�� ._ 2 � 2" �l��am Z - � 3 � 3 - �' Brown loam Brown loam � � 4 ' � • 4 - ' 1 � 8�� _ 5 � 5 - � • 5 - 6 - ` . � 6 - Brown medium sand ' ', w/traces of loam 7 - 7 - � 8 ' 2 � 2�� ' 8 � 5 ' - 8 ' a r E•:nd � f boring at � 8 ' feet. End of boring at 8 ' fee�t. Stan inq water table: : � Standing water table: pres �nt at feet of �depth, present at feet of depth, � hours •after boring . hours after boring. Not resent in hole X ' Not present in hole X Mottl d soil : ' , Mottled soil : Obser ed at ; �get of .depth. Observed at feet ot depth. Not p esent in hole • X . Not present in hole X Comme ts : � Comments : ��4`:.�y r-�Ff� �.... ,�, ..f�S�" : "iF . � +R- : . - i .4H: Y�'r'�':� . " . = "�'�: >.�. - �C�R L�C1��=ON'� # OOfi2T , Lo s, of Soir Borfn s: . '� , _p �., : xkF"Loca on� or .ProJect ' �� Lot � ox Belnd �Orori� h .- . . _. . . , P . �Bori gs made_ by S-P Testina, •Inc.. Steve Schirmers ` "� `Date� �-�6'-g gg� � �r C las i fic.tion System: AASHU � . , USDA-SCS X , Unified �'�`�� « � �:�. � . _r��Other��. i�� .]_•a yt'.. -�� . .. ` � Auge used (check two) : Hand X ,. or Power , Flight � � � � ``' �� =�.-r:� , _, or Bucket - ,x _ --__: - Dept , .Boring num5er " 3 Depth, Boring number 4 � � in ' . in . feet Surface elevation � 985 .7 feet Surface elevation 988..4 . � _ . o _ .. Topsoil dark brown loam . Topsoil dark brown loam ' � • 0 - 8" . 0 - 1 ''' 1 , , 1 - Brown clay loam Brown clay l;oam 8�� _ 1� 8�� • 2 ..- 1� . _ ,2 � 2�� 2 - Brown sandy loam � . . 1 � 8�� _ Z-1/2 ' � Brown silty loam to silty � 3 Brown loam 3 ' � 2-1/2 ' - 3 ' cla loam . � Brown sandy loam � 4 ' � 4 - � 2 ��2�� _ 4 � 4�� Brow.n loamy sand 5 - . 5 - 3 � - 5 � 4 ' 4" - 5 ' 4" 6 - �. : 6 - Brown' medium sand Brown loam � 7 - , 7 - 8 � 5 ��4�� _ 8 � 5 � _ 8 � S =� Cnd o boring at 8 ' � feet. . End of boring at 8 ' feet. Stand ng water table : : Standing water table : prese t at feet of .depth, present at feet of depth, hours •after .bori�ng. hours after boring. tvot p esent in hole X :� Not present in hole X N(ottle soil : ' Mottled soil : Observ d at £eet of depth. Observed at _ feet of depth. Not pr sent in 'hole X Not present in hole X Commen s : � Comments : .r4 w ��3+Y��"",—.-r=-.x-=s �.:: '...r . , w . �.�j '�w.r' ar�,,,Y'�y •CER IFIC1tTION # Q062T Loqs �of S"o�t'�BQrin r� , . • ' " , r'r• ""� � ..� c...�..�+a � .. . ' . . .- ..�,._ ,.n..,•,yi r.,.�-.:..�� / �� .� � � . . , r '�j�Lcca ion� or Project Wildman Propertv�. -Lot�: �ox Bend, Orono � _:�.�� Bori qs: made by S-P Testinct,"`Inc. Steve' Schirmers bate 6-19-89 Clas ifiction System: :AASHU ��' � ';. USDA-SCS X ; Unified ; Other �. .. .. �- ' '�C'''.:`'3 . . Auqe used (check two) : Hand X , or Power , Flight , or Bucket X Dept ,. Borinq number 5 Depth, Borinq number 6 in � ` • . . in feet Surface elevation '984 .9 feet Surface elevation 988-9 � 0 - • . 0 ' .. Topsoil dark brown loam Topsoil dark brown loam : • 0 - 1' . ' 0 - 10" • : 1 •' � • • 1 Brown clay loam Brown clay loam 10" - 1' 10" 2 _ � 2 - . . 1`� - 2 ' 4" , � : 3 .- � 3 ' � � • 4 Brown loam 4 - . . ' ' Brown loam 5 - • � 5 - 6 - �. ' 6 - 2 '•4" - 6 ' 10" � Brown medium sand � � - , . 6 �.10�� _ 8 � 1 ' 10" - 8 ' g 8 - End f boring at S ' � feet. End of boring at 8 ' feet. Stan ing water table : � Standing water table: pres nt at feet of ;dep.th, present at feet of depth, hours •after boring. hours after boring. Not resent in hole� X . . Not present in hole X • Mott ed soil : � Mottled soil : Obse ved at � feet of 'depth. Observed at feet of depth. Not resent in hole x . .Not present in hole Y Comm nts : Comments : �.. _ . � ; . " . ,. . . '=r.c�' •i�t�.*'-"�� . .. - : . _ .....�y.,��.,�,.,: . . , - , -.-c�: �=. « - - .i� � ` ;'u _s. �F' ` CI:..T'.��0627 '. .. _ ...a� s;K� �✓ '�' .. - , .. •� TM +�,;�M !� �'� = . . , � p . ♦' i" ' •• . y�. . . � • . ' . 'ti�' � 4�:; . • . • PERCOLATION TEST DATA SHEET `� '� � `'- :,�:.� � ��- . . • � ' . . ...�5*� yf"'M -1��-y="� „ ' . } `s� . . .. ', r�3 s��"'}t PSY�'?►�'�' ti�„t� a . , � ' -: ... . 'C � Percol tion ttst readings made by S—p Testing, InC. „� 6-20-89 ��n�a� 9:57 ,�� all� r�.� , ��ii• � � Trsch 1Clocati�� Lot �, �'�x Bend, Orono 1 � . .Hole number ,Dxte hole was preparc� 6-19—8 9 • Depth f hole bottom 2 4 '� �nches,Diameter of hut� 6 �nches • Soil d•ta from test hok: •• Depch,inches �� Suil texture 0 — 10" Topsoil dark brown loam 10" — 22" Dark brown clay loam 22" — 24" Brown clay loam ' � Meth of scr,�tching sidcwalL__K.n_i_f P • Depth f gravel in bottom oF hol� 2 inch.ts "� 6-19-89 . 12:00pm 12 Uate a c!huur of initial watrr filling ,Dcpth of initial water tilling inches above hule buttuin - Mcth used to maintain at least l2 inches oEwaterdCpth in hole foratlrast 4 hour� AutomdtlC siphon ' � . 6 '.. _ . ,Maximum water depth above hule bottom durinb tes� inches. Ti me.� � Percolation ' me intrr.val, Me;�urement, . Drop in water rate, R�markt minutcs �� inches tevel.inches minutes per � inch 9 : 40 prefill • � 6 9 : 57 10 : 27 " 2-3/8 12 . 6 30 min 10 : 3 11:00 •• " 2-1/�4 13 .3 " " 11 : 0 11: 39 'r 2-3/16 13 .7 " " � � .. Percoi�t on ratc � 13 . 2 �• R+ inuces per inch. • . � , ' r. - . � = f"ti.�c��,�n 3¢• $. a.�' . „,?�:.... • �:��.a�. ?-":. ��^r�e=r- . � A . ;��r e 'I�3Nstic F`��, �- 4%�ti.�i�'�.. �e` . . - � ;., ��'..� �'a,�;^ �w;� ¢ � - � s .. �^r ' '.s �n..` NSr.V4 M" �: �Y..�r.� _ _ . .. .*, a� - � ,t .,.,�r..+r.�. � _ . . - .. � . ,.'+yr.y , Ar'�i �t ,e�,y., n..a.�. a «_ , � ..�.�i ��.�,��V��1� ' . . � .. . . _ � .. . � wrr • . � __ . . � . . ^. . . , • . � � • • •.: • . '• PERCOLATION TEST DATA SHEET �— � , . � . . . . r . . . . _ . ; . . . - . � � -,� Perco tiontestreadingsm by S-P TestinQ, Inc. �rt 6-20-89 ��ga� 9 :56 a.m: • �.r�.� � .Tesrh le locatio� Lot �,��ox Bend, Orono �Hole numbe* 2 � ,Datehole was prepare� 6-19-89 `' .� Drpth f hole botto�*+ 2 4 �nches.Diameter of hol� 6 �nches ' Soil ta Crom tcst hote: ' • . • Depth.inchas �� • Soil texturo � • ,� . � � 0 - 6" Tops.oil d�ark brown loam � � ' .. �" - 20" , ' Brown clay loam . � - rown oam • . . � ' � . � • � _ Mcth ofscratchingsidewatt Kriife • • Depth f gravel in bottom of hol� � �nches • Date a d ho.ur of initial water filling �-19-8 9 �2P 0 0�m. 12 , e 't!i o nitial water filting. �nches above hole bottom ,�--- Mcth used to maintain at least 12 inches of water depth in hole for at least 4 ho«� Automat ic s iphon � • • . � ' . � � ' ,Maximum waterdepth above hoIe bottom during ttst 6 �nches,� � � � . � Time . � Percolation ' •� au .. � interv;�,; Measurement, Drop in water rate, Rcmarks minutes. inches level.inches minutrs per ' inch 9 : 40 ' prefill � 6 9 : 56 � 10 : 26 �: " 1-9/16 19 . 2 30 min 10 :3 � 11:01 � " 1-1/2 20. 0 " " 11 :0 . 11: 38 • � " . 1-7/16 20 . 9 " " . . � � . . . . , � � , � '� � • ' � � .. •� .�. . . � � � •�� . Percola' n raee = • '2 0 .0 �+�nutes pe,�inch. . • • . ,' .� ��' ,� ' . . , � � . � • ; � � . ' , . . , . . 4�,1+. ��'ry'�-��l4 �-s . � . .,w�t'�'��,*lb' . . ' . . , � :� � a �� ^`. _ .. . ��:.:� - . y � . �' `'�a'�_"�p ' F . . -� .. . . , y . ' . . .,_,. .. . , ,,. ._ .• . .. . - .., . '.� E R�.:#006Z7 �� ' � ==: . , :�' . �-� '�_�l . ' - ' • • PERCOLATION TEST DATA SHEET �� .;.; _ . . , r , ., . . , . Pe lationtestreadin smad b S-P TestinQ, InC. „� 6-20-89 g;m' g �\ 1 r�., starting a� 9 :5 5 m. � � Lot �, �ox Bend, Orono 3 6-19-89 � Test hult locatio� ,Hole numbe� .Date hole was propare� • Dep h of ho1C hotlom 2 4• �n�hes,Diameter of hol� 6 �nches ' Soil ata from tcst hvle: � , Depth, inches ' � Suil texture 0 - 12" : .Topsoil dark brown loam 12" - 24" ' �Brown clay lo•�m • . � ' Knife ' M�th d of scratching sidcwa!!� 2 ' �• Dcpc uf gravcl in bottom of holP � �nches � 6-19-89 �2 • OOpm 12 Datr•nci hour of initi�!water filling , epth o[�nitial wuter filling �nches above hole buttum �— Mctti u�e�!tu ntaintain at least 12 inchcs of w,uer depd�in hole for at least 4 houn Automa tie s iphon � ,Maximum water depth above holt buttom during tes� 6 �nches V Time � Percotution ' " ime interval, Me:uurement, Drop in water rate, Ftemarks minutes ; inches Itvel, inches minutes per � inch 9 : 4 prefill 6 9 : 5 10 : 25 " 15/16 32 .0 30 min 10 : 2 11 :0 2 " �� 11 :0 7 11: 3 7 " � �� . � Perevlat on rate = 3� '� �+inutes per inch. �t'i�; -_. e'fa.m'}T�r'•,�.�:,.� s -:.�a.c...,.•, , .. �--s,�•�Y�op- i+ciyr�a•tir.,-....�. _ , . . � �.a*g �Y �]� a{i ''`� 'YL:'4v -' .4 . ..};, ��t'tkt f"�`+�r ^`"�°��..�� -s " � .. � � , .-. 'S :�'� �. • CE ST:#00627 . . ` s�•"° ~ � . - . : i��= �. 1- ' . . • • ' _� � . .4'._ � . • - _ . .. �� • .�,=r ;'C . . �:.� � : . . , �. ;� PERCOLATION TEST DATA SHEET �� . . . . j , . . . . . •,,. � i S-P Testing, Inc. 6-20-89 9:58 � � ' Perco ation test readings made b ' �n �tarting a� p , . � Lot ��ox Bend, Orono 4 I�� 6-19-89 � � Test h Ir locatio� �Hole number ,Date hole was prepare� t• •� � • - 24 ' Depth vf hole botto�++ �nches�Diameter of hol� � 6 � �nches ' Soil d ta from test hole: . � � ; Depth,inches ;' Soi!texture . , 0 - 8" •. Topsoil dark brown loam � �� 8" - 20° • Brown. clay loam - rown san y oam ' • 1 . Meth ofscratchingsidewal� Knife , -• Depth f gravel in bottom of hok 2 �nches � •. Date a d hour of initial water filling 6'19-8 9 �p2�gf0�rn�Water filling 12 �nches above hole bottum S.-� ' r htcch used to maintain at least 12 inches of water depth in hole for at least 4 ho�� __ Automa tic s iAhon " . . , � � , � ,Maximum water depth above hole bottom during tes� 6 �nchcs,~ � � Time ' � Percolation '� — ime . interval, � Measurement, Drop in water rate. Remarks minutes inches. ' level,inches minutes per � ' inch � 9 : 40 ` � prefill 6 " 9 : 58 10 : 28' " � 5/8 48 .0 30 min 10 : 2 � ' 10 : 5 9 � . " „ .. �, �� 11: 1 ' i 1:4 0 � . " �� . ' � r---. . _.- % � . .._• , -� • . � � .. '•;�. , • . ' .. - .�: � . Pcrcolat on ratc = '4 S.��minutes pet inch. , . ;,.� . . . . . � �. . � � .. � ., . . ,• ; , . - . . . � . , . . , _:!��..:w,� . �� : . . . . -.::t••�•�� ..._ - . .;;M .n �.p:qx�� ,��, . . . - .. �" '•��* �tK" r,� .ati..Q _ . . . ".!. Y��, l. � . . � . .�[, . . . A. 2�� l. . . • . . • ' . � . ... - . .. � • ..'w'�.:r!��S� . . . . . , CE•..�.#Q062? ' � ;.W . _ R • � � - . - • PERCOLATION TEST DATA SHEET • -�--" -;. . _ � . � . P�reo! tiontestreadingsmad b S-P Testing, Inc. �� 6-20-89 c 9 :54 �•m• (�\ .� ��.i wrting a� p.m. , Test h C locatio�+ Lvt �, � ox Bend, O=ono �riole number_5_�Date hole was prepara� 6-19-8 9 . Depth C hole twtto�*+ 2 4: inches�Diameter of hotc 6 �nches Soil dat from test h�tc: � Uepth,inchrs . , � Soil texture 0 - 12" � . Topsoil dark brown loacit 12" - 24" � ' Brown clay loam . . Mcthu�!o scratching sidewall— Kni f e .� � •' Uepth uf g avel in buttom of hol� 2' � �nches Uatc and h ur of initia!water tillin �'I 9-8 9 L n B , .D�p�dt�i�ial water filling 12 �nches above hotc buuum - - Methcxl us d to maintain at least 12 inches of water depth in holC for at le�t 4 houn_ Automat iC S iphon � . � �Maximum water depth above hole bottom during tes� 6 inches v ^ Time � Percolation ' Time interval, Mcasuremcnt, Drup in water ratc, K�,»;uk� minutes . inches Icvel, inches minutes per inch 9 : 40 prefill 6 9 : 54 � 10 : 24 " 2-3/8 12 . 6 30 min 10 : 33 11 :03 " 2-1/4 13 . 3 " " 11: 0 5 11: 3 6 � �� ► �� ,� „ f . . �� .. Pcrcul�tion rate 13 . 1 minutes pei inch. ,�...- ,, -. .._ ..:.. . . - x. °7otw.a�a� . '7r+ --- - .- - a [ Y�� F, '.� .. . . .• 1 . � .. � . � .. _ . _ .. . t.�t 1 ..._ . , , ' .,• „L,±e,t�y :T.i ._ . . ` s ,. .. . • _ s1r �',y ., '?� �� C' .T:�0 0 6 27 . • _ _ . ,��.,�;y ,� �, . , • ' � • '. �. � . . . . ' ' \ Y�4i��~� .� _� . ' • ' PERCOLATION TEST DATA SHEET ��"' � . � , , . � ' ' • � `,,- S—P Testi n �.nl: Perc� tion test readings made by _ q. I nc_ �,L 6—2 0—8 9 c��g ar 9 :5 3 � QtK. � «., � Tcsth lrlocution Lot �, ,Fox Bend, Orono 6 6-19-89 . ..Hole number ,D�te hote was prepare� Ucpth f h�le bottum 2 4 � �ncties,Diumeter of hule 6 �nches Soil d• a from test holr: � • Depth,inches � ' Soi!texture 0 - 10" . •Topsoil dark brown loam 10" - 22" ! Brown clay loam - " � rown oam : � Mechcx! f scrscching sidcwalt � Knif e � Drpth o gravel in bottom of holP 2 ' �nches Uate an hour uC initial water tilling 6—Z 9—8 9 ,Dep(t�ol�n�ial watcr filling 12 �nches above hole bcnton� --- btethuJ sed to maintain at lea�t !2 inches of water depth in hole for at least 4 hours Automatic s i hon � � . .M�ucimum water depth abuve hole bottom durinb tes� 6 �nches ~ ~ Ticne , Percoletion ' Ti e incervul. Measurement, Drop in water • rate, R�marks minutes� ' inches level,inches minut�s per I � inch 9 : 40 prefill 6 9 : 53 10 : 23 � " 1-5/S 18 . 5 30 min 10 : 34 11: 04 ' " 1-1/2 20.0 " " 11 :05 11: 35 " 1-3/8 21. 8 " " ; . � Pcrcol:�tion te � 2� •Q minutcs pet inch. ' i I� DATE TIME CI OF ORONO CALLED IN INS ECTION N ICE (� SCHEDULED PE MIT N0. o-S C � � COMPLETED ��'dZ �=d� AD RESS �f�0 �J-SSt7� �� OW ER CONTR. ��- �en`� TE EPHONE NO. � DE CRIPTION �eP�-: L. ��`—S � 01 F OTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 F MING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 I SULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 LL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS F AL 14 SEWER HOOK-UP 06 PROGRESS � 07 0 MO-SITE �PTIC MAINT. 21 COMPLAINT � 07 D MO-FINAL 15 PTIC INSTALL. 22 FOILOW-UP i09 P UMBfNG RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 P UMBING FINAL 36 FOUNDATION/REMOVAL � OW ER/CONTRACT(,yRTO MEET YOU• S_NO � CO M ENTS: ��r.� :� 1"3 v � 1�� l�C� C1 -�}x.,lc � Sc��c.1c � O o ' ;� t _ . �t � 0� �. � �^� �� C� � o .� � . � � �� e�. ^� . W � Q � Z W � W � � ❑ ORK SATISFACTORY:PROCEED ❑ PFiOJECT COMPLEfE W ❑ RECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � O RRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ppHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-46�� nerlCo tractor on sit • I spector.��u� �'y'—`--� White Copyllnspector's File Canary CopylSite Notice DATE TIME CI OF ORONO CALL INS ECTION N ICE L..� SCHEDULED _�S_dZ �-3 U PE IT N0. � J ( �� COMPLETE AD RESS � �6o S�5��[ OW ER CONTR. `�� n�� TE PHONE NO. � DE CRIPTION S� �� Z- �v�-�` h�� `•'SC��c�e � � 01 F OTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 F MING 13 MECHANICAL FINAL 19 IAKESHORE/WETLANDS y 03 I ULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 LL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FI AL 14 SEWER HOOK-UP O6 PROGRESS � 07 D MO-SITE �PTIC MAINT. 21 COMPLAINT � 07 D MO-FINAL 5 PTIC INSTALL. 22 FOLLOW-UP ? 09 P UMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 P UMBING FINAL 36 FOUNDATION/REMOVAL � OW ER/CONTRACTOR TO MEET YO . YES_NO � CO MENTS: C� "�0�"� '�{�'��-c � � ( � � �Z �(�C� v rC,C(� • L . � —1,� Pf� o ��C � �1C � �DL , � " '�f e �-c�e \�- \ K�� v�c� ��e , � ' ��`:r-c. C.� � ^` � ,(� C C-'� � ( � �I� e�'b'�C k (� Q � ,_ (- � ?U r � C� � C�� S -� v�- ��t rc,� W � � O W� ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑C RECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR O INSPECTION REQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance. (952� 249-46�� wner/Contractor on site: I spector. G��'a� White Copy/lnspector's File Canary CopylSHe Notice DATE TIME CI OF ORONO CALLED IN INS ECTION NOTICE t;��j� SCHEDULED PER IT NO. �'� COMPLETED 1�"�'L i ;0 C, ADD ESS � I b v � vSS��C_�') OW ER CONTR. ��\C. J..�2 r�f�- TEL PHONE NO. � DES RIPTION S�'P�'►"��- �^.+`�� l� 01 FO TING 11 MECHANiCAL RI 18 EXCAV/GRADING/FILLING � 02 F ING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h Q 03 INS LATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WA L BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FIN L 14 SEWER HOOK-UP O6 PROGRESS � 07 DE -SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DE -FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLU BING RI 23 S PTIC FINAL 35 HARD COVER REMOVAL J 10 PLU BING FINAL 36 FOUNDATION/REMOVAL � OWNE CONTRACTOR TO MEET YOUr�ES_NO � COM ENTS: � � p � � o o G�,� a I� � S G � 0 � W � , �l Q � 2 W � W � � � ❑WOR SATISFACTORY:PROCEED �ROJECTCOMPLETE W ❑COR ECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑COR CT WORK,CALL FOR FEINSPECTION TEMPORARY V BEFO E COVERING PERMANENT ❑CORR CTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN I SPECTOR WILL RETURN ❑STOP RDER POSTED.CALL INSPECTOR ❑CITATION ISSUED O INSPE TION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� 249-46Q� Owner ontr tor on site: Inspec or. �l�'C , _ White Copyllnspector's File Canary CopylSite Notice