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Home My WebLink About2000-P03411 - new septic PERMIT CITY OF ORONO 2750 Kelley Parkway- PO Box 66 Permit Number: Po3411 Crystal Bay, Minnesota 55323 Permit Type: sepcic (612) 249-4600 Date Issued: i2ii9�2o SITE ADDRESS: 1150 LYMAN AVE WAYZATA,MN 55391 P I D: 35-118-23-43-0029 DESCRIPTION: Proposed Use: Residential Permit Class: General Permit Type: Septic Permit Sub-type(s): New Septic System DETAILS: Approved per resolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: SWEDLUND SEPTIC OWNER: D C&E D MOGEN 9520 LAKETOWN RD 38 ADDRESS UNASSIGNED CHASKA,MN 55318 MN 00000 T`HE 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 BUII,DING CODE REQUIREMENTS. Q��-�' /! �'`�°�� LT��I SIGNA�UR� I D ?SIGNATURE Copies:City,Applicant,Assessor,Finance Page 1 CITY OF ORONO SEPTIC SYSTENI PERMTT APPLICATION Bos 66(2750 Kelley Parkway) Crystal Bay,Mn 55323 JOB SITE ADDRESS ��i��0 � �/'//Z�f� �� Occupancy Type: Residential � Commercial Other Permit Type: Ne�v or Replacement System $ . Repair Eaisting System $ 50.00 (Tanks or Drainfield) $0.50 State surcharge added to above fees * See fee schedule for non-residential permit fees Owner'sName: �"/� � s�=fD�7 �,� PhoneNumber: � �Z- Z�'�� Mailing Address: City: Zip: Contractor's Name: �u��'d/uN �O � Phone Number: ��z'�SS� Mailing Address:�zd�► � - City:��hS�� Zip• �sS3� *** DO NOT NIAIL PAYMENT`ti'ITH 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 a�ain during pressure distribution piping installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump stations (where required)components are functional and comply with codes. 5. Individual holding�IPCA 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. �� 1. I have received a copy of the system design includinj the City of Orono Septic System Approval Cover Sheet. 2. I will be installin?the followin�: A. Tanks: � Precast Concrete Other Manufacturer��'""� Tank Capacities: 1) /�/�� gal. 2) /C�C�O gal 3) gal B. Pump Station (if requir d)�/ Pump make& model�� /' �11�. .�gx A �c�- (attach pump curve& literature); system desi?n requires�gpm at :z� feet of head. Hi�h water alarm make& model .��rj�� :/��or�-. . Outside electrical work to be completed by installer electrician other. C. Treatment System: Trenches: s.f. �_ Mound � Depth of rock below pipe " Rock bed dimensions/U ' x ��'' Drop Boxes Sand bed dimensions�� ' x c5,�' Distribution Box Pressure Dist. Pipe Diam. Z " Manifold Pipe Diam. Z " D. Final Cover/Topsoil to be: borrowed from site (sho�v location on site plan) � trucked in The undersijned hereby applies to the City of Orono for issuance of a septic system installation permit, a�rees to do all �vork in strict accordance with ordinances of the City and the regulations of the State of l�Iinnesota,and certifies that all statements made on this application are complete,true and correct. Signature of Applicant -e � Date: /Z `J��--�o�o NIPCA License No. 3/�� -------------------------------------------------------------------------------------------------------------------------- � Staff Revie��•: Approval �l Denial ��A- � Q 1 Reviewer: ��w"\ ��'� Date• i—�� I Reason for Denial: � -�d t 3 b U �r`-� v n��/ _ - , � � SEPTIC SYSTEM APPROVAL � O ��R g C4PY �JSP�CT01�t'S COPY � ;:\; $p , �0 � � � � � � �� CITY of ORONO r� ' j �� ' �+ ; , v�, , '; 15r,; Municipal Oftices a 'y�� 1�` G �� Street Address: Mailing Address: l,� �� 'g,�v �, � $EggO,.,:� � 2150 Kelley Parkway P.O. Box 66 �-____� Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner�j Ni.s ��r►�S Phone (Home) (Work) Address !l5� L�yv�q�J f��'�e n U F, City 'w1 R�2�z.�� State 1M,� Zip SS39� Site Evaluator h/PSi��?c�c� State License# '-�,3 Phone# !-��g--�b2 -258I Type of Establishment: Single Family X Multi Family Commercial /✓� Garbage Disposal Yes �C No No. Potential Bedrooms 3 Est. Gallons Per Day �{S� Water Meter Required: Yes No K Soil Sizing Factor � 83 . (�Uyp� �f z Perc Rates P'�1�5 P�� P-3�1� P�,12 P-5 P-6 P-7—T Restricting Layer Depth B-l�" B-2 2�f'' B-3� B-4 3Z'` B-5.36" B-6 Ty�pe of Treatment System: Standard Experimental Alternative 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 /ODC� # of Tanks 'Z- Lift Tank Size !�4 p Pump Brand '—' GPM ��1 Head 2'�` � Treatment System: Minimum��d�3L�')t�3��xSb�� Square Feet with�inches of rock below pipe Type of covering Fabric >C Other 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 (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_� DENIED By the City of Orono subject to existing regulations and the following conditions: By: ' ..J /C-2�-G�.` �� Chris Pence, On-Site Systems Manager $EDROO�dS. AlVY tI�C�J4SE I(�MU�BER t1F BED�#1�45 I�IAUQAtES THIS pES1G�i. � Telephone(612)249-4600 • Fax(612)249-4616 � WestwoodProfessional Services, Inc. . 104 Marty Drive,Suite 3 Buffalo,MN 55313 April 6, 2000 Phone:672-682-2587 Fax:612-682-2639 Toll Free:1-888-682-2587 Email:wpsQwestwoodps.com K.C. Chermak 125 Lake St. W. Wayzata, MN 55391 RE: Septic System Site Plan for Lot 2, Block 1, WOODEND ACRES, Orono, MN. Dear K.C.: This proposed on-site septic system was designed for a 3 bedroom home, with an estimated flow of 450 gallons per day. Due to mottled soiis at a depth of 28" in the primary site, the primary will need to be a mound system with 12" of sand under the rockbed at the upslope side. The site in which this system is proposed has a average existing ground slope of 6%, and percolation rates ranging from 12-16 MPI. The rock bed size will be 10 feet wide and 38 feet long with the overall dimensions of the primary mound being 30.8 feet long and 56.0 feet wide. A secondary septic system has been shown on the plan. This system will also need to be a mound system. This system is laid-out on a average slope of approximately 8%. The city of Orono only allows systems to be installed on 6% or less slopes. Over half of the secondary mound's down slope dike is on a six percent slope but the average slope over the mound is 8%. A portion of this site has been driven over and resulting in compacted soils and slow percolation. I would recommend completeing numerous perc tests in this area to better delineate the disturbed area. I feel if additional testing verifies that only a small area of the absorption area is disturbed it would be suitable for a mound if it is installed as shown on the plan and the soils in the disturbed area are scarified to the maximum allowed depth below the ground surface. This system will not need to be constructed unless the primary mound fails. Certain precautions will need to be made to further protect the areas in which the above referenced septic systems are proposed. Both primary and alternate septic areas have been or will be staked off. It is critical that the soil is not disturbed before, during, and after construction of the system. Designing[he Future Today..since 1972 These systems should treat the septic effluent effectively if the systems are installed properly and are maintained properly. lt is recommenced that the septic tanks be pumped once every two years. This will reduce the chance of solids reaching the mound system. It is also recommended not to use excessive amounts of chlorine, soaps,and chlorine products which can kill bacteria in the septic tanks. This bacteria is needed to treat the septic effluent. If you have any questions in regards to this design,I will be happy to answer them. I can be reached at (612)682-2587. Sincerely, WESTWOOD PROFESSIONAL SERVICES,INC. IG��"' � Bernie Miller Septic Site Designer MPCA Lic.No.43 , , �ir�I2f Sc�� S s.�-i � � MOUND DESIGN WORKSHEET � � (r�or Flows up to 120o gpd> A. FLOW �,�ea s�.�.g��a,i�:�n,r(�) Estimated�gpd N,.�� or measured x 1.5 = gpd. B�°�,,,, �'p`� �`° �'a1° �'a�� 2 3W 273 180 � B. SEPTIC TANK LIQUID VOLUMES ; bo i°s° isb ,� � � i D allons s �so .so 2�. ,� o----�g 6 90o su 332 � � �aso boo 3�0 �,.m,. 8 1200 675 108 C. SOILS (refer to site evaluadon) N�� µ� �w 1. Depth to restricting layer = v� inches °� � � B`m°°� � 2. Depth of permlation tests = 12 inches 3. Percolation rate I 2— 1 (� mpi z a� �so �.iu s«6 i'��oo �z.z�so 4. Land slope �_% ,a a z000 s.000 �tr 9 s«r�.c-� cx is� D. ROCK LAYER DIMETVSIONS 1. Multiply flow rate by 0.83 to obtain required azea of rock layer:A x 0.83 = ��(L gpd x 0.83 sq. ft./gpd = � sq. ft. 2 Select width of rock layer(10 feet or less) _ �C� {t, 3. Length of rock layer=area=width = ��sq. ft.i !0 ft. = 38 ft. Rock Bed ti ti.�1��ti•t•Yti.t��•M�.��MS 1 1.1K•f�1•�l�yf•l•�'•1'•f•t•f• ti•L•ti.�K•ML�MwtiK•ti•Y1.�ti•M� ��j t•�ti•ti.tiK•M~Y��ti•Mti�M�� idth <_10 ft. f•1•lN�t•1•Mr�lMN'�fY��H1 ~1�1�r rKKfYN��f fK�MI'�~h��M E. ROCK VOLUME � �� 1. Multiply rock azea by rock depth to get cubic feet of rock; 3�sQ•ft.x � ft. _�cu. ft. 2. Divide cu.ft.by 27 cu.ft./cu. yd. to get cubic yards; �cu.f� i 27=�cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; �cu.yd.x 1.4 ton/cu. yd. _�tons. F. ADSORPTION WIDTH . �� . . � 1. Perrnlation rate in top 12 inches of soil is t�3D mpi P�„�,,,h�,R„� �. „�,� ��, Soil Texttue �� 2. Select allowable soil loading rate from table; Faster than 0.1 rse Sand l�o l.00 D-6 gpd/ft2 o.t to5 Sand t.2o 1.00 0_1 to 5 Fine Sand" �-6�1 2•00 6 to 15 ndy Loam 0.79 132 3. Calculate adsorption width ratio by dividing rock layer 3—�-� Silt Loam o-so 2-ao loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �to 6o cta�[.oaa► o.4s 2.6� 1.20 d/ftz-�- d/ft�= O 61 t0120 y osa s.00 � �� • Slower than 120 Cla — — "Sail having 509G ar maer of fuie ar very Curc aand 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; �.�x��ft =� ft �. [)()1NNti[.(1PL B1:(tM W I I ►l�l I �.��,,.. �„�� 1 It landslo��e is 1% or more, - � subiract rc�ck layer width frc�m .��s<�rJ�tic�n tvidth � :o� seb ,�.� t Rock I' �p d lC) OZJtd111 TTl1IllI71l1IT1 dOW11SI0�7( f1�C111 lllt' CleanSand _ld it - �c� ft = __�_, feet �:T��a a��ai ti��i 2. Calculate Minimum mound Siz�� - - - ------ - �l. DPtC'I'Tllllll' C�E'P�l �)� C�Pc311 Si]il(j fl�� d� I1�nIoF+�Nhd�h 1)nwnslti�W�dlh --- u �slo e ed e af rock la er: F � P P Y -__ _--_-- -_.__ K��w,d�, --- ----- Absorphun W�dlh Separation 3' -�_ h = __� feet ------- b. Add depth of clean sand f�r-separatic�n (2a) at upslope edge, depth of rock layer (1 foot) to depth of cover (1 foot) to find the mound height at the upslope edge of rock layer; �_ ft + lft + lft =_,� feet c. Enter table with landslope and upslope berm uPsio�w�a�n ratio. Select berm multiplier of 2 S� d. Multiply berm multiplier by upslope mound Upslope W�dth aoob:�q�b.� Rock Bed �a�a��4�:a Upslope Width I D.p�,paoa,q Nfidth 7b:vo.aoifl s. height to find upslope berm width: Qada•.�o•�Qa: a•�Q.�.•ao: � �_�.6 S . » �a.x w e'� �G7U'DV O'P e e 7D'7. . . .. x - feet � e. Multiply rock layer width by 3 � � landslope to determine drop in elevation; � Downslopewdth o Absorption Width /� x_�/o= 100 = 0-(� feet f_ Add depth of clean sand for slope difference (2e)at downslope edge, to T°`a'�'�' the mound height at the upslope edge of rock layer (2b) to find the downslope height; d.G ft+,�_ft= 3.dfeet g. Enter table with landslope and downslope berm ratio. Select berm multiplier of 3• b 6 h. Multiply berm multiplier by downslope mound height to get downslope berm width: 3�.X_�.d = l3.Z f�t BEEtM SIAPE MULTlPLIERS i. Compare the values of step G.1�_ and Step G.2h l3•Z � �� o� Select the greater of the two values as the ;,�, °eID�t°r"`i°� °��r°""`°� o�e�aos b�m s�e naos downslope berm width; l 3. Z- feet j. Total mound width is the sum of ;� 4� s� 4: 5: ,: :, upslope berm (G.2d) a 3.o a.o s.o 6.0 �.0 3.o a.o s.o b.o �.o s.o width plus rock layer width (D.2) ' 3-°9 4.1� s.z6 6.38 �.s3 z.si 3.85 a.�6 s.� b.sa �.ai plus downslope berm width(G.2i); � � 19 4 3S 5 56 6.82 8.14 2.8? 3.70 4.54 5.36 6J4 6.90 �,�j 3 3.30 4 So 5.88 7.32 8.86 2.T5 3.57 4 35 5.08 SJ9 6.45 i=� +_�ft '� �ft = ��feet 4 3.a1 �.76 6.25 7.89 9J2 2-68 3.45 4.17 4.8a 5.46 6.06 k. Total mound length is the sum of upslope 5 3.5� 5 00 667 8.57 10.77 2.61 333 4.00 4.62 5.19 5.71 berm width (G.2d) plus rock layer length (D.3) 6 3� s zb � ,a 9.38 i2.o� z.sa 3.23 3.ss a.a� �.93 s.a� plus upslope berrn width (G.2d); � 83 0 5.56 769 10.34 13.73 2.-4fi 312 3.70 4.23 4.70 5.13 � � + � ft �" �I ft = �� feet 8 3 95 5.88 8.33 11.54 15.91 2.42 3.03 3 57 4.OS 4 49 a.88 9 411 6.25 9.09 13.04 18.92 236 2.9a 3.45 3.90 a.30 0.65 �� 39 6 67 10.00 I5.00 2333 ?.31 ?.86 33? 3 75 � I? a aa Final Dimensions. �� '�K � �4 11 11 1765 3041 226 ?'!k 1?3 361 395 4;G OX C� �� .69 7 4v 12.SU 21.43 43.75 2.21 ?70 1 I7 3.49 3.80 4.08 • �J I (:J 1 � L� ' I 0 � ! '� o rn � �, �� z � __ t�� , . _ --- --=�'�---- v �-__� - ---- -- ,., v _ �,_ _ -_��. � D rn �i � z � �• r z c� '�I'� o l ,� � D D --1 Z m = 0 0 rn z cn 1 C , `0 . . � O , v cZi � cn � � C � �C � I�� i b � �� Q � � � r_ I � I O . � x '- �.�o c� � �r� i,�� 1 � �� 1 �1 U ��t ., ` � Ci �'1 0 t..I I� � \\ [: i °�- 1' � i � �� I 1�1� ��' \ 11 � � . � I !� � i� . �y WATER TIGHT & LOCKABLE ELECTRiC BOX TREA�ED'Pp� 40R ( x 4 min) PLUGS OR ELECTRIC CONNECTfONS -�'�INSIDELE�C X IC CONNECTiONS MaDE 2" Pvc CONDUIT SCHEDU�E 80 . C 1.00P MANHO�E COVER CHAINEO & LOCKEO 6 SPA E SETTLENIENTER CORD FOR S�E�4I..ED MANHOLE RtNGS � FINAL GRA�E - AT LEASr 12" ' �� BELOW GRADE �„ W1RE FROM POWER SUPPLY . � ..: PIPE iS LAI� ON A UNIFORM SLOPE FROM pUMP 5TATION UP TO SOIL TREATMENT AR�Q /DDO �d/�� Fi _ FOR PROPER ORAINBACK SEALED TANK COVER �--IF PIF'E AT TANK MUST BE LOWER THAN UNION, TO .GET ELEVATION FOR DRAINBACK, Pl1�STIC ROPE OR CHAIN A �/a INCH WEEP HOLE MUST BE USEO WITH ANCHOR WEEP HOI.E L�LARM FLOAT ON SEPARATE ELECTRICAL CIRCUIT � NOTES� EI.ECTRICAI. WIRE FROM POWER SUPP�Y j START �j` � _ 1- f. _ Ml1ST t�lOT RUN OVER ANY TANKS BU' � ''� MUST BE IAID BESIDE OTHER TANKS � ?f/�2 GG)�a,s �ec' 3"� `� AND NiUST BE PLACED IN CONDUIT f CyGle se� G�+ �!C_y��os PQ� day ALONG POST � SHUT-O�F LEYE� _ _ E�ECTRICAI. CORDS FROM PUMP l�ND FLOATS MUST 8E RUN THROUGH PUMP CONTROL FLOAT CONDUfT. W1RES CANNOT HAVE GROUNC CONTACT. ; 0�� :+ , Fi�ure F-8 � PRESSURE DISTRIBUTION �vS'rFM Geotextile fabric 1. Select number of perforated laterals .3 = '�� uarter inch doradons s aced�3' 2�� ' 2. Select perforation spacing = �_ feet. 9"of mck 3. Since perforations should not be placed closer than 1 Et. to Perf Sizing 7/32"-1/4" Perf Spac�ng 1.5'-5' the edge of the rock layer (see diagram), subtract 2 ft. from the rock layer length. Rock la— ye�T i� - 2 ft. _� feet. RequireA PerloraUcm D�sclurFr 4. Determine the number of spaces between }�erforations. ,,,F•��Ms,x•�m,��,•�dv�,, Divide the length above by perforation spacing and round �g` �,�� ;,�,� down to nearest whole number. "`"' 1.Oa 0.56 0.74 Length perf. spacing = � ft. =�ft. _�2-- spaces 2.Ob 0.80 1.04 �3� �2� a.Use for single family homes b.Use for all other applications 5. Number of perforations is equal to one plus the number of perforation spaces . �� spaces + 1 - I 3 p Maximum number of quarter inch perforations pe - erforations/lateral lateral to guamantee<10°/a discharge variation Perforation 6. Multiply perforations per lateral by number of laterals to S�f�tjg j% ly 2 get total number of perforations. 2,5 14 I8 2$ ��,5 x � -�perforations. 3.0 � 17 26 �"��' 3.3 12 16 25 7. Determine required flow rate by multiplying 4.0 11 IJr 23 number of perforations by flow per perforation 5.� 1Q 14 22 �— X •� " _�� IIl. wun�mo wurco�r o0 oF v�sa�on�aieuraN srsreM Pe� 8Pm/ped gP .�" 8. If laterals are connected to header pipe as shown on upper � example, to select minimum required lateral diameter;enter i�,; � table with perforation spacing and number of perforations �- ,,,�•�'m'�'� .'""-' per lateral. Select mini, um diameter for ��_��"`" perforated lateral =� inches. 1��0ui M IEIKON�fEO Mf L�TEMLS fW� MESSIINC dSfp�MITlp1 M Y01/M RM'OYim I�py�K/I( 9. If perforated lateral system is attached to manifold i e near Y�«`��`�� M""�� ` PP r�� / the center, lower diagram, perforated lateral length and ..-�.,�..».�> n�srK raa number of perforations per lateral will be approximately one `�� ' �•-- •.,�.,,K;�; half of that in step 8. Using these val s, select minimum C�., b , � diameter for perforated lateral = � inches. ,�"`"` �,,.�,;�. < . �.�.��"' PUMP SELECTION PROCGDURC A. Determine pump capacity: Gravity Distribution l. Minimum suggested is 20 gpm !� 2 Maximum suggested is 45 gpm Pedontion Discharges in GPM Pressure Distibution Head Perforalion diameter feet inches 3. a. Select number of perforated lateral� ��3z ��4 b. 5elect perforation spacing = feet. t.oa o.sb o.�4 c. Subtract 2 ft.from the rock layer length. �.5 0.69 0.90 N.r A layet IenRlh -2 ft.= feet. Z-ob �� t.oa d. Uetermine the number of spaces bekween perforations. a Use t.o tcx,�s�ngle h�,mes. Length perf.spacing= ft. = ft. = spaces b Use 20 feet for anvth�ng else. r spaces+1 = perforations/lateral (. Multiply perforations per lateral by number of laterals to get total number of perforations. a�_ x �,�e�= perforations. fi ,s X��= gpm. SELECTED PUMP CAPACITY��gpm B. Determine head requirements: 1. Elevation diEference betwee i�ump and point of discharge. feet 2. lf pumping to a pressure distribution system,fi��e feet for pressure �d trratment s�•strm required at manifold if gravity s stem,zera a•ao•oa•Q. �_feet Toial qpe IenRU� 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. �„�e �,�� _ Read friction loss in feet per 100 feet from table(F-14). P'� F.L.= ft./100 ft of pipe ------- -- �,.- __.._........ . . b. Determine total pipe length from pump to discharge � """""-'-------�---------------- point. Estimate by adding 25 percent to pipe length for fitting loss,or use a fitting loss chart(F-15 •) Sg feet). Equivalent pipe length- 125 times i length= ►?��,�x 1.2s-�fe�t Friction Loss in Plastic Pi e c. Calculate total friction loss by multiplying P friction loss in ft/100 ft by equivalent pipe length. Nominal Total friction loss= l!y 3 x \��S_+100= 3• � pipe dia. feet 4. Total head required is the sum of elevation difference, Flow Rate 1.5" 2" 3" special head requirements,and total friction loss. �m 16 + � + � 2S 3.73 1.11 0.16 (1) (2) (3c) 30 5.23 1•55__ 0.23 35 6.96 2.06 0.30 TOTAL HEAD �� feet � 8.91 2.64 0.39 -- - 45 I1.07 328 0.48 5(1 13.46 39y 0.58 C. Pump selection 55 a.�c� o.�o 60 S.GU 0.82 65 6.4K Q.95 70 7.4�i ].09 1. A pump must be selecte o deliver at least Z � gpm (Step A) with at least �feet of total head (Step B). t MA1�11FOLD I,OCATED AT END OF P�ESSURE DISTRIBUTION SYSTEM . MAfd�FOtD PIPE P1P� �ROM ►.tP �• ••� .; ,�, , `. '�� i � ��- A�TERIV4T� —� � �� "A �POUN�� otp� a , �ER� �, o� �,6 �E� . � - Figure E-1? I , ' � � .I 11Yf (1 OF- GCOT( X T II ( 1 c)/1��Y `„�NO �!1{' t /1(jFlIC F-�t �lr c��n r � u i_n i i r�n� GRASS COVER - - _� 6 INCNES CLEAN SAND rILL � _ �:, �-_, 'r' � / 1OF'SOII. � �,�:!:�_----� _ - .�._ �_� 1 MAXIMUM - '�o�` -T" •*-� , SLOPE ----v�-�., •� --�`y y o; .�, } 't-�. 3 TO I .,�,/ .-._._�` LL � ' �\ _� - —��t _ . . . -. .,----•---� •�=__ _ _ . . , . - -- ;7--� � ,r- �'---- �^ � TOP501L ^ � �LE AN f1OCK � PLOWED OR 3�a TU ?_ '/� INCt�ES _(__ -, SUBSOIL — DiSKED SURFACE -.;�'��.�— -- ----- -- ---- ---J% Sl_OPE �� ; �'•� ,;�, ,, . ,� ��, CROSS SECTION q -- q . - PIPE FROM PUMPING CHAMBER �\ � 1 1 1 ; I ' � � ' � li w ll % �_ , Y „ � � ,� r ; � __ � /; � -_-- :_- -- - -- =- -- i ; ; ;-�j --- ------ _ � � ; PERFORATED + ' T � �� LATERALS ; ; � � �. , � � � � - � � � � � , � , U � I ' � � - i � � � � � _ BED AREA --. ( � � ,-, ' � ' ' . � F' . � �� ' _ � � ( � Z - ;-- - '- -��-_1 w . I � ' � � �' '- , , , A � � ' � _ i N � ;. p . I i W � W ' � W ' A � _ � _ � m . _ ,_ I i V � V I — I � i ? ' ? i - 20 � � o�o � � 20 iNCHES I � � � � , INCHES , � � — - � � � � � , � � � - ��_ � � � � , r 3 ,-Z � - _ ,_I -_ D i KE I O FEET�_ _ ��KE TOTA L W I OTH �� g �� . ` � ` � �1 � � / � i 1 1 t i 1 i � � I 1 ( 1 1 i ' PLAN VIEW ��/ s,`'� • . � . MOUND DESIGN WORKSHEET (i�c�r Flows up to 120O ��i) A. �'vW Estimated Sew�gc Flov in(idlant per D�y(Q�) Estimated _��gpd N�,� or measured x 1.5 = �,d. °� �' �° �'a�T� iYa rv - �� «�m�m. z 30o zu ieo �,,, B Sr-.PT7C TANK LIQUID VOLIJMES ; � ;°� 2� � s �so �so Z9� •''"`. g�� 6 900 525 332 u� 7 1Q50 600 370 s0i� S 1200 675 �OB `°�`m" C. SOILS (refer to site evaluadon) 1. Depth to restricting layer = � �( inches N�� a-�• r�. c+v�,... 2. Depth of peroolation tests = _ !2 inches �� `'""' '� 3. Percolation rate mpi ��P►�. 2s«aa �'.oso°o i''wuo -�l 4. Land slope � % s a 6 �.soo zzw �a s z000 3.000 wc 9 See!g.C� (x 1.5) D. ROCK LAYER DIMIIVSIONS 1_ Multiply flow rate by 0.83 to obtain required area of rocic layer:A x 0.83= �_gpd x 0.83 sq.ft./gpd =�sq.ft. - 2. Select width of rock layer(10 feet or less) _�y�{f, 3. Length of rock layer-area=width = Rock Bed �sq. ft.1 7 ft. _ �$' ft. ti.ti.ti.,...�...�.�.ti...�-�.�.ti.... S � 1.1.1Y�J.f.t.t•l l.hl'•f•f•l•l• ti•ti•ti•tiK.��•MYtK�tKN.��K�� y• l.J•f.H1•1.1M�tM.f�h1'w•f•1• ti•�.ti.�.ti-ti.�.ti.�•ti.ti.� idth SIO ft. 'ftiw.�:ti'r'.,,.�'ti.ti�.�'.ti•ti.ti.ti.ti.ti •t•t•f.lK•hh t•1•I•f•1��J•l� E. ROCK VOLUME f t,e�grh 1. Multiply rock area by rock dep�h to get cubic feet of rock; sq.ft.x ft. = cu. ft. 2. Divide c�ft.by 27 cu.ft./cu. yd. to get cubic yards; cu.ft. -:-27=-�_cu_ yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; cu.yd x I.4 ton/cu.yd. = 2.��, F. ADSORPITON WIDTH � rr�ad� � • r�k 1. Permlation rate in top 12 inches of soil is3�/c� i � �O6 r.pT �� so�1 Taaure � �r 2• Select allowable soil loading rate from'table; � Faster than 0.1 rse Sand 120 1.00 .Z gpd/f t2 o.t co s Sand 12(1 1.00 0.1 to 5 Fine Sand"' �-bq Z-00 6 to 15 ndy Loam 0.79 1S2 3. Calculate adsorption width ratio by dividin rock la er tb co 30 [,oam o.bo 2•00 g y 31 to 45 Silt Loam �� 2•'� loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �to 6o cta [.oam o.45 2.6� 1.20 gpd/ft2y�.z�BPd�ft� = S•� _. 61 co i2o ��y o2a s_oo Slower than 120 Cla "scil having sox Q mae ot 6.�e ar vey Gne�ana. 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; 5.0 x_�ft = �S ft � , ,I �c �1�1�N`;(.()I'I•: 13I�.IZM W i I ►I I I .�..,., � , ,,...-, , 1 II I.�n�islc�J,�� is l"/� or more, i '� tiiii,lrai t rc��k laycr w�dth fr�in� .��1tiur��li��n ��c�th . ... .e. .• ..,.. tc� <�ht:llll I7111UI17UIll dOWIISIO�1t� hc�rni ��,�� oR°`"'� 'ob � i�a��e � - ri - 3� ft = ?.8- r�•�•� Na,,,,a��.�.,� - - - �..T�r�,� 2 (�.�lri�latc Minimum mc�un�� tiv�� -- _ __,,m,n�,l,�,_--- ---- . . .1 ��('�l'f1711111' (jC'�7111 (l� l�l'�111 'i.1111j �1�� .l� II�`�I��ti•11'i�11h I)��.•n�l��.r N4�i�h 1 ' ----- --- __ ll�)ti�O��(' l'C��C� �1 rO(' lilY��1 K�uk lNidth Atnnr��tiun IV�dih . -- ��paration 3' -_�__ h = � - feet - h. Add depth of clean sand fe�r st�parat�c�n (2a) at upslope edge, depth of rock layer (1 foot) to depth of rover (1 foot) to find the mound height at the upslope edge of rock layer; _L ft + lft + lft = 3�� feet c. Enter table with landslope and upslope berm upsio�w�a�n ratio. Select berm multiplier of ?�y Z. � d_ Multiply berm multiplier by upslope mound Upslopp w,dth �aoa,Qoi�,�RodcBed ?000rD 4�.. Upslope Width 1 a�r�-.4 .< wd�n .ee ooae. n fl.��.aa4�, �b;oa�oa0_s hei ht to find u slo e berm width: :,,a .v.,a�(j6sV y�J q,p Q.O�'O1D�� g P r Qaoa•�a.. 1, i i a.. a d a o a. 3•v x 2.yZ -7,�_feet L _ _ � ; ; : . ... . _ - � ; _ �. e. Multiply rock layer width by 3 � � � landslope to determine drop in elevation; � �,,,,,slo wd� � o Absorption Width �_x /o- 100 =�_ feet f. Add depth of dean sand for slope difference (2e)at downslope edge, to T°�'�'�' the mound height at the upslope edge of rock layer(2b)to find the downslope height; 8>•6 ft+ 3 •b ft-3•6 feet g_ Enter table with landslope and downslope berm ratio. Select berm multiplier of 3 ��S h. Multiply berm muitiplier by downslope mound height to get downslope berm width 3_�x�•1�=l�feet BERM SI.OPE MULTIP[.IEItS i. Compaze the values of ste p G.1��_ and Step G.2h�_ ,,,� �� A� S e lect t he greater o f the two values as the �� °e"'�'"�t°�""i°°� °i��r"�"'''°'� becro s{ope ea4aa berm slope eaties downslope berm width; feet j. Total mound width is the sum of ;� 4� s- <: 5: ,: ., upslope berm (G.2d) 0 3.o a.o s.o b.o �.0 3.0• <.o s.o b.o �.o s.o width plus rock layer width (D2) i 3� 4 �� 5.26 6.38 7S3 2.91 3.85 a.'I6 5.66 6.5a 7.a1 plus downslope berm width(G.2i); ' � 19 a 3s s s6 6.s� s.ia z.ss 3.�0 4.� s.36 b.ia b.90 3 3.30 4.54 5.88 7.32 8.86 2.75 3.57 4.35 5.08 5.79 6.45 7• 3 � +�� + �_ {t = 4 Z-3 feet 4 3 a I �76 6.25 7.89 9 72 2 68 3.45 4 17 4 84 5.46 6.06 k. Total mound length is the sum of upslope 5 3 S; s o0 667 ss� io.n Z.bi 3.33 a oo A.62 s.iv s.�� berm width (G.2d) plus rock layer length (D.3) 6 s� s zb � „ 9.38 �z.o� �.so 3Z3 3.as 4.41 �.9; s.a, plus upslope berm width (G.2d); � 3 80 S S6 7.69 I0.34 13.73 2.45 3.II 3.70 a 23 a.70 5.13 � � + .7��3 ft t 4 h = �feet g �9S S 8g g_}3 I L54 15.91 2.42 3.03 3 57 a.05 4 49 4.R8 9 � li 62S 909 13.04 18.93 2.6^ 2.9a 3a5 39p a.30 ab5 I� � 2v a 67 IQ00 I5.00 23.33 ?.)I ?.86 1 33 3 7S � I2 a 44 Final Dimensions. �� »R 7J4 I111 1765 3043 2.26 ']A 1?3 3G1 39S 42G 2� X �� a(�Y 76y 12.50 2143 ,3.75 2.21 ?7U l I? 349 3.80 4.08 7?•3 I ' � ' . Westwood Professional Services, Inc. L O G S O F S O I L B O R I N G S O 7599 Anagram Drive 0 104 Marty Drive,ste.3 Eden Prairie,MN 55344 Buffalo,MN 55313 612-937-5150 612-682-2587 toll ftee 1-888-682-2587 FAX 612-937-5822 FAX 612-682-2639 Location or Projecr. K.0 Chermak 20005028 Date: 3/21/00 Borings made by: Jeremy Lang Classification System: AASHO USDA-SCS X Unified Other Auger used(check two) Hand X or Power Flight or Bucket X Other Depth Boring Number � 3 Depth Boring Number �. in Surface Elevation in Surface Elevation feet Munsell Chart feet Munsell Chart ° ( �3/i ° ot �°Y�j/� $ — /o -'----------- �°il�y�3 -'----------- ZsY y/y �----�z 2 -- 1 b`/�Y b -------�-�- 3 2g `p ¢� 3 an�Y cGay /e2"► ------------ � y ------------ /eyQ sls;�Z/wo�fi� 5 0 4-----�� P.h� 4----yb-- �'� 5 g ------------ ------------ 6 ( ------------ ------------ 7 7 ------------ ------------ 8 g End of Boring at 3�`�_ feet. End of Boring � 3 feet. Standing water 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 X Not present in boring hole X Mottled soil: �� Mottled soil: Observed at �_ of depth Observed at �j> ! of depth Not present in boring hole: Not present in boring hole: Observations and comments: Observations and comments: -------------------------------------------------------------• --------------------------------------------------------- � • ' � . Westwood Professional Services, Inc. L O G S O F S O I L B O R 1 N G S ❑7599 Anagram Drive �104 Marty Drive,Ste.3 Eden Prairie,MN 55344 Buffalo,MN 55313 612-937-5150 612-682-2587 toll free 1-888-682-2587 FAX 612-937-5822 FAX 612-682-2639 Location or Project: K.0 Chermak 20005028 Date: 3/21/00 Borings made by: Jeremy Lang Classification System: AASHO USDA-SCS X Unified Other Auger used(check two) Hand X or Power Flight or Bucket X Other Depth Boring Number � Depth Boring Number � in Surface Elevation in Surface Elevation feet Munsell Chart feet Munsell Chart ° 6 e a a/� o 1 !.Q'�_ vzw�- 1`�a 3�� ------- ------------ ,y z_s YI �---------- 2 .sY s/y 2 ys 3 3---------- w 6 2 2.5 l6 ------------ 40 4 � 4 ------------ ------------ 5 5 ------------ ------------ 6 ( ------------ ------------ � 7 ------------ ------------ 8 g End of Boring at c�,�_ feet. End of Boring feet. Standing water 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 X Not present in boring hole X Mottled soil: Mottled soil: Observed at �� of depth Observed at of depth Not present in boring hole: Not present in boring hole: Observations and comments: Observations and comments: -------------------------------------------------------------• --------------------------------------------------------- ' � ' . Westwood Professionat Services, Inc. L O G S O F S O I L B O R I N G S ❑7599 Anagram Drive �104 Marty Drive,Ste.3 Eden Prairie,MN 55344 Buffalo,MN 55313 612-937-5150 672-682-2587 toll free 1-888-682-2587 FAX 612-937-5822 FAX 612-682-2639 Location or Project: K.0 Chermak 20005028 Date: 3/21/00 Borings made by: Jeremy Lang Classification System: AASHO USDA-SCS X Unified Other Auger used(check two) Hand X or Power Flight or Bucket X Other Depth Boring Number. t Depth Boring Number _ in Surface Elevation in Surface Elevation feet Munsell Chart feet Munsell Chart ° 5:1� I�. e� 3�Z ° (•E,.� ��Y�3�i , � ►n . ------------ -------`S- oa w� 2S! Sr3 2 a ' b to t �---- - 5�-«� a � O ------� � � 2-sy 6�� 3-----�Q �l �''b�S' 3---��Y-- ' �.rd f�► � �o ti�b s�a,�, aY� s 6 4 ��'` 6/ �-��8"'ai� ?s �l y� -------�$ 4---------- �''��- l aa.•..� ZSY s/Y �l�l--loz�. 2•sY 616 Sc� 6 �.r� 5 g � --------- ------------ 6 e� 6 ------------ ------------ � 7 ------------ ------------ 8 g End of Boring at feet. End of Boring � feet. Standing water 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 X Not present in boring hole X Mottled soil: Mottled soil.• Observed at 3 Z of depth Observed at 3.Q � of depth Not present in boring hole: Not present in boring hole: Observations and comments: Observations and comments: -------------------------------------------------------------• --------------------------------------------------------- � ' � � . Westwood Professional Services, Inc. ❑7599 Anagram Drive 0 104 Marty Drive,Ste.3 P E R C O L A T 1 O N T E S T S H E E T Eden Prairie,MN 55344 Buffalo,MN 55313 612-937-5150 612-682-2587 FAX 612-937-5822 FAX 612-682-2639 Test hole location: K.0 Chermak 20005028 Depth of hole bottom: 12 inches Hole No.: ,f- Diameter of hole: 6-8 inches Date test hole was prepared: �.-2,3—ot� Soil Data from Test Ho/e depth,inches soil texture soil color see logs Method of scratching sidewall: hub w/nails Depth of pea size gravel in bottom of hole 2 inches Date and hour of initial water filting: 3-23 q�,7�p�r�Depth of initial water filling: 12 above hole bottom Method used to maintain 12"of water depth in hole for 4 hours: Automatic siphon Percolation test conducted by: J.Lang Percolation test started at �;�{s pM Maximum water depth above hole bottom during test: 8 inches Date 3�„H—00 WATER WATER INTERVAL WATER DROP DROP PERC RATE T/ME (Minutes) DEPTH (fraction) (decimal) CALCULATION /:ys START � ,— — ► R -- p.l�------- •-1�?=a--• A 2. �D Z � a �g �.�3 TIM� — DROP = PERC u 2:Oq REFILL � �/ :1� •-��---- --��'?1-----• B � `a ZZ � �l D�13 TIME = DRO = PERC Z:�2. REFILL � - - -- _ "ROP------ ..pE�-•�I__ C � o — 3I/6 D. 19 -ri��- _ �:� REFILL O �3 �-3-- .A�a�------- •-�8_'_�I__. D C Z � I� •b T/ME - DROP - PERC � Z�1� REFZ� 7� �`� �"La T/M$---- _ •-p��------- _ �O C1---� E � ;�6 RE�LL O_ ( � �TIM?__!- = •-DROP------- _ •-�RC--'D. F A,B,C B,C,D Lmges�aoJABC Snalle.0 q ojABC Lmgrsr#ojBCD Sma//esl N oJBCD X �.10 = X �.�� _ �ues,a o�nec s,��a oJeco C,D,E D,E,F lmgesr MoJCDE Smdlesl q ojCDE lmgest MoJDEF Sma!lest q ojDF�' X �.1� = X �.�� - Sma/lesr M ojCDE SMaI/est N ojDEF � ' � ' . Westwood Professional Services, Inc. ❑7599 Anagram Drive �104 Marty Drive,Ste.3 P E R C O L A T I O N T E S T S H E E T Eden Prairie,MN 55344 Buffalo,MN 55313 612-937-5150 612-682-2587 FAX 612-937-5822 FAX 612-682-2639 Test hole location: K.0 Chermak 20005028 Depth of hole bottom: 12 inches Hole No.: � Diameter of hole: 6-8 inches Date test hole was prepared: 3.-2,�_.-,Q�p Soil Data from Test Hole depth, inches soil texture soil color see logs Method of scratching sidewall: hub w/nails Depth of pea size gravel in bottom of hole 2 inches Date and hour of initial water filling:'3•23 Q/Z� '�Depth of initial water filling: 12 above hole bottom Method used to maintain 12"of water depth in hole for 4 hours: Automatic siahon Percolation test conducted by: J.Lang Percolation test started at _(;�� Maximum water depth above hole bottom during test: 8 inches Date �2�(—Ol� WATER WATER INTERVAL WATER DROP DROP PERC RATE TIME (Minutes) DEPTH (frac6on) (decimal) CALCULAT/ON 1l�Q START 0 _ ./ .-�-'-�---- •-!��----• A • �S � l� (.Z S� TIM� = OROP = PERC z'S RZLL �� 3IH �'� � TIM---- _ '-DROP�--- _ '_PE C�---• B Z Z: If+ REFILL � ./ �� . .__�.ZS---- •-�-�=�----• C ' �� 7 �/� ��ZS� TIME - DROP = PERC � REFILL O ---��---- •----�--------- •-1-6------• D 's , � TIME - DROP = PERC ;• � REiILL 3 � 3( . I Tl��----- _ '"DRO�------- •-pERC�---• E 'Z:l REFILL � ` / — —— •- -- - ------- ----• F 2:3 �6 l � 1 TI�E---- - DROP = •-PE�C- A,B,C B,C,D Ltvge.sr NojABC Smalles�#ojABC lmgesl NojBCD Smalles�q oJBCD X �.1� = X �.�0 — Smd/e.0 N ojABC Smalles�M ojBCD C,D,E D,E,F Lmges!fbJCDE Sma/les�#ojCDE Ltvgesf NoJDEF' Smal/ear M ojDEF X �.1� = X �.1� - Smalles�N ojCDE SmalJes�N of DEF i>�-.� v��osea spor r�erorim / fonks or mound oreo. � H E/ewtidrs rdotiro ond ossumed . - 4. To extend the /i�e o�sepfic system p; ❑ E�e.ot�cv,r rdoti`e to uSCs �s1s NG v.D. mmimum of every 2 years `� Denofes prcposed suifoce dromoge 5. See ottoched shee(s /cr odditiono/co; 6. Soi/C/a'ssified os Noyden c/ay/oom (h occording fo the U.S Oeporfinent of. ' 7. Site p/on p�epored by�under the s� Mi//er- M.P.C.A. License No. 43 10 Approximate Building Elevations ��/1.�, .�— � Lowest Fioor = 90.Ot Garage Floor= 98.Ot Top of Foundotion =98.4t � � — ;c< 0 b 0 n /.�� _ Primary � � -' � � Se1vtic � / � � ��.l . _ ^ �� Site i � �� =- � _ � � � � � � 1 ,-�. ,' � � < � _ ' � �.. - _ F 1 � � / / / I I `,. '_`+ � -- � —MProd.mofe Prcprty L'vi�—_ . / / . 'V J: :! 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Benchmork.• 1 2G.Y'I \ \ \ \ � . . Top o//RON—"�\ i +� � \ � � e%e=10Q0 -- DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED ! -14 - ov / I:30 PERMIT NO. �L�ll COMPLETED w N� ADDRESS /�S O (.,y n�/��/ OWNER CONTR. S Wc dLvr�d TELEPHONE NO. �- DESCRIPTION T�� ►nIs�1/�1-c-c_r4-�asJ � ly 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL (SUSEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � A n � tJN '�a In;v�� .ScQ-a.eQ.�.�C I�-sl)Pc�[cv� o C('�� C� � � 0 � w � Q � z W � W � j d W ❑WORKSATISFACTORY:PROCEED - PROJECTCOMPLETE � ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT C]CORRECTUNSAFECONDITIONWITHIN HOURS. pHOTOTAKEN INSPECTOR WILL RETURN I CITATION ISSUED [-1 STOP ORDER POSTED.CALI INSPECTOR G INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance. 249-46�� OwnerlContract n ' Inspector. White Copylinspector's File Canary CopylSife Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION N I,Cc�E L.�// SCHEDULED PERMIT N0. ��! � ( `( COMPLETED �k"�'�h ADDRESS I I� C�' �� +`�t�^ �'�� OWNER �S �`'' % CONTR. S� <c, 1 �' �� (; TELEPHONE N0. � DESCRIPTION f;�_� �'� �- �'. '�``� � lu 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL F�NAL 19 LAKESHORE/WETLANDS � Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL �,y SEPTIC INSTALL 22 FOLLOW-UP � 09 PLUMBING RI �2�EPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEET YOU:,�YES_NO Z ' � COMMENTS: � �\ ` f. , � � r'�� f— ��.r�' �-1`. �w ,�.� ��=�� / O -- /�-�r�✓; � .�� ,C�� ` � �e��t\ ` �°^v f `) �� '' " �'.'�� S�A � � �1-�'�+� _a- � ��wl� t~�,^,l� � ° ��:!�� : �:�l t� �.,-.,��, tL ; � =1.. _ w � Q � z W � W � j +�/� d ❑WORKSATISFACTORY:PROCEED pS�PROJECTCOMPLETE W � ❑CORRECT WORK&PROCEED / ❑ SSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. �_; pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR ��1 CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours i advance. 249-46�� OwnerlContra tor on site: � ��^�Z� `l,; " Inspector. � a-� L'T'�'°�_—., White Copyllnspector's File Canary CopylSite Notice C;�C� DATE TIME CITY OF ORONO \ , CALLED IN !� � �'� � x � ��'� INSPECTION NOTICE�� SCHEDULED �� PERMIT NO.��'I 1 � COMPLETED Cl '1t\ ��'� � �. ADDRESS � ' �-�` � _ �^` r�„- '`�5_� �- . � OWNER CONTR. d'�'t�'�� ''�� i' TELEPHONE NO. t � : ( '� � DESCRIPTION �-' �' "'t � �=�`� i,� LL 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 151 SEPTIC INSTALL. 22 FOLLOW-UP Q i = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEET YOU:�YES_NO Z �. r � � COMMENTS: '��''3�� .�;'-'G� "� �' r� §�(s`` — trj�Sc'; r- i � ��,�� .,�.� � �,'� ��s � �..��ti+c�" .�r a r�.. � ) ` o �� • �. C,-� � •G,, � � � �� - ._ � c'. � �— F . � � �-- ��i C�, r p`.�'�'`+\, � +�`t .�. i lU / — � _. �;.} 1;--;t 1C '> � C Q � "- •�c�-< � �C1c�; �ir�Cr � •��. � _ i � (i r..✓ . 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' ADDRESS P��:i� ;: � �_, ,�, � .L��:� OWNER CONTR. �� 'i� I'�%�� ` TELEPHONE NO. � DESCRIPTION I �';� i � �I '�-� ly� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27�SEPTIC MAINT. 21 COMPLAINT v 07 DtMO-FINAL /1 b SEPTIC INSTALL. 22 FOLLOW-UP � 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEET YOU:�YES_NO Z � COMMENTS: � a - f�'� �C�\�� 5`;, � o — �c: s�c �� – St�c . ��C . �� t _S �x�.�'n-�; � _ � �v �l. ��'+ -��z �t��..�-c . o � � — 5�:��\C , �'� � W � — �� `�� Q � �- ;�-, \ �.� r�_� �; ir ��-r., �1�ti,.._- Z W � W � j �7 WORKSATISFACTORY:PROCEED i— PROJECTCOMPLETE W � ❑C RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CAL�FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � PHOTOTAKEN �NSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR r CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Cali for the next inspection 24 hours in advan�e. 249-4600 OwnerlContractor on site: r '��r�"�.� �. � Inspector. <��:.��,��.� .(.��•�� ,—-� White Copyllnspector's File Canary CopylSite Notice