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Home My WebLink About1991-003690 - septic system -JRMIT F I R I!' ,-I I , CITY OF ORONO PERMIT TYPE: 1335 Brown Rd. South - P.O. Box 66 E;, f::4 Permit Number: Crystal Bay, Minnesota 55323 Date Issued: (612) 473-7357 SITE ADDRESS: 211:35 WATECRTOWN RD L'::V L J. 7-2-- DESCRIPTION: SEPTIC '__7,`Y!_-;TE1N11 Water Permit TYF j . SEPIFIC-: SYSTEM. r D E IN C: E7 M, X J, t t , ,7 4,?,17S,z, 'tea a X11 uw 0Z� s 1C am,� ikr p 4 REMARKS: lt r!r! I T Y 01r CE, 74AF FEE SUMMARY: 71Z EN 00 # � Base Fee i. o T1 r. L Surchair. e jArffT r,T_TUANK vOU 41 1 I!!M?Vj Tc-jL-.Etl Fee 5 50 #pj., 6 .Kq�, 1evl I l A f:,A T15:2J 4 v LIVVt N App lica-rit -- OWNER: L Tf COST ET MM RE-LIMEER J FS 4 7 1 rc:I S j_iHIN-SC'IN MA"O"RI" C:L-IN'--TR(JC.TICIN :,h 42 BOX 2 1 G,5 ,y'ATF_RT0WN RD D E L H-**l NC I I"IN -.4c. CIRONI--.1 MN SA-3G6 k b12) 471,3151 B 1"C, IIIAKE ME RE' N T'-- J 0,11 ED I GNI E D rH1rv-Rr -I-r rr r-r ;I c;.-.T f S'P 1 1-4 -r C-C-1111PLIA"NCEE OF ECIFIED AND AGR-c`r-_S TC-i Dc '.LL IN STRIc_: A MT I N1"`NCEr_:; ND,, c, I E:: Uir C0DE L Xa77��A�PPLICA ISSUED BY:SIGNATURE 22PLICAT-TON FOR SHPTIC SYSTMM PMA 11T �-FO 741 CIT' OF ORONO Box 66 (1335 Sc Brown Rd) C.-ystal Bay, MN 55323 General Instructions: i. You may attly for septic system permits by mail or in 1 sori2alMae City offices. However, permits will not be mailed out and must be pic:-Ced ur in person at the City offices. 2. Permits are not valid until you receive a permit card. 3. Work must not begin unless the permit card is available on the job site. 4. Permits will be issued only to contractors holding a City of Orono Septic System Installer's License. 5 . All work must be done in accordance with the approved septic system design. Design reports are not considered aparoved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 6. 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) overing.c) Drainf4eld trench installation prior to covering. (For mounds, inspection is required after rough-up but prior to sand placement, 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 station (where required) components are functional and comply with codes. individual holding MPC-'A Installer Certificate shall be present during all inspections. 24-hour notice is required for all inspections. OB SITS ADDRESS: ccupancy Type: Reside tial Commercial Other aver's Name: Phone: 7 C3 1-112 52 `1 liling Address: City: Zip iritic Contractor's Name:_ ,ems � Bus. Phone: ::Ceiling Address: o7 `�-, City: jh �9 - Zip: •-lirir*�t=��tf*ffatdtatat ataa�ar�saatyr� ss�tassssyr�lrye�lrf�nt�tfat��e�at�t��tlrets*vltyrf�tfyt��rsat�t�ratvt over — SE2'Z'SC SYS -P�2MIT APPI,IC.3TON - PAGE 2 Pa�it Type & Fees (chec:, one) -- Ccnstr•":c=ion, Full System $75.00. . . . . . . . . . . . ?eclace Existing System (I or more new tanks & drainfield) $50. 00. . . ?a_-�-ial Replacement (replace just tanks or just drainfield) $30.00. . . :0.50 State surcharge_ added to above permit. fees SEE FEE SC3EDULE FOR NON-RESIDENTIAL PERMIT FEES DO NOT MAST, PAM"MT WITH THIS APPLICATION #attfir�tir#ff*tsatfatatdrat#ff�ff*:f*�**:****:ffff**f*ff****f***fff**f*fit*f*f*fes:* 0T3: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. :tial I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. 2. I will be installing the following: A. Tanks: Precast Concrete Other Manufacturer Tank Capacities: 1) /& gal. 2) L 2� gal. 3 ) � gal. B. Pump Station (if required) Pump make & model (attach pumn curve & literature) ; system design requires qpm at 1T 7 feet of head. High water alarm make & model „-, Outside electrical work to be completed by installer electrician other Inside electrical work must be completed by electrician. C. Treatm t S tem: Tren h s: s.f. Mound Depth of ock below pipe Ack bed dimensions �'x D p xes Sand bed dimensions,.�Z'x 6-0 ' istrib ion Box Pressure Dist. Pipe Di m.1 " Manifold Pipe Diam. 1,�,� D. Final Cover/Topsoil to be: borrowed from site (show location on site plan) �- -*t=ucked in undersigned hereby applies to the City of Orono for issuance of a :ic system installation permit, agrees to do all work in strict :rdance with the ordinances of the City and the regulations of the State Unnesota, and certifies that all statements made . on this application complete,. true and correct. ure of A Date: st pplicant: Certification No. : �7' I j I w w SYSTEM DESIGN FOR BOB KANTOR OF LOT 1 , BLOCK 1 , BALSAWOOD ORONO, MINNESOTA MAR 5 1991 3-6-91 Information follows for a pressure mound system for the above property. In addition, two septic tanks of at least 1000 gallons are recommended along with a third pumping tank of at least 750 gallons . All materials and construction must adhere to the provis- ions of the City of Orono. Runoff water must be diverted from the mound area and it should be posted and fenced so that no construction traffic is allowed on either the primary or the alternate site. If any other information is needed, please contact me . Sincerely, PERCOR, INC. �41- Mark S . Gronberg► PCA certified mod IrA�e/TD/Z _ Go T ��' BCocle 1, B.tCI�t�ooQ �l fel89°32'52"W' \ 631.23 ij u PROPOtFd r P-2� o. p / ! ( Rf rEh.vrr 1` ` ti�` b �ci '� LA-1454 4. P"V 4P— o-6 N 89* 3252 "W 383.68 1e7.t5 1 241.55 �' { w cri .., is; E-19 MOUND DESIGN PROCEDURE (For Flows up to 1200 gpd) A. Sewage Flow Rate F. Pressure Distribution System See D-7 or I-3, 4, or 5, or use 1. Select number of perforated metered .value; Flow Rate = laterals �O d gpd 2. Select perforation spacing B. Septic Tank Liquid Volume = .3 ft (see C-3 or C-5) 1000 gallons 3. Select perforated lateral C. Soil Characteristics length; Note if manifold is at end of rock layer, lateral 1. Depth to restricting layer length is rock layer length such as seasonally saturated less half a perforation soil, bedrock, coarse soil, spacing. If manifold is in etc. ; Z 8 inches center of rock layer, lateral 2. Depth of percolation tests; length is one-half rock layer /8-20 inches length less half a perforation spacing. Perforated lateral 3. Number of percolation test length = 2?, S ft. holes; _� holes 4. Divide lateral length by perfor- 4. Ave. percolation rate; ation spacing to get number of mpi �r perforations per lateral 5. Landslope = y% J-/—,: ZZfeet = 3 feet = s7 perfs "Note: last perforation must be* D. Rock Layer Dimensions in end cap, (see page E-14) 1. Multiply gpd by 0.83 to 5. Multiply,perforations per obtain required area of lateral by number of laterals rock layer; to get total number of d'00 gpd x 0.83 =SOOsq ft perforations; perfs/lat x o' lats 2. Select width of rock layer (10 feet or less) _ /O ,feet 6. Determine required flow rate by multiplying number of is 3. Length of rock layer = Area perforations by flow per Width_f sq ft - jaft perforation (see page E-17) _ ..SD ft /Z perfs x .71/gpm/perf =�S:sgpm E. Rock Volume 7. Select minimum required lateral diameter from table on Page E-17;' 1. Multiply rack area by rock depth- enter table with perforation to get cubic feet of rock; spacing, perforation diameter, SSOO sq ft x / f t- =S'00cu ft and number of perforations per 2. Divide cu. ft by 27 cu ft/cu yd lateral. Select minimum diameter for perforated lateral to get cuk�ic.yards.; /8 S = / " inches % " 3. Multiply cubic yards-by 1.4 to get weight of rock in tons; G. Basal Width Scu yds x 1.4 7X. 9 tons 1. Percolation rate in top 12 inches of. soil is ,, Smpi 2. Select allowable soil loading rate from table on page E-16; G/IF 0.3'0—gpd/f t2 E-20 MOUND DESIGN PROCEDURE (Continued) (For Flows up to 1200 gpd) • i G.3. Calculate basal width ratio H.2.f. Multiply dike multiplier by by dividing rock layer downslope mound height to get loading rate of 1.20 gpd/ft2 downslope dike width; by allowable soil loading f t rate; 1.20 gpd/f t2 =O._Sgpu/ft2 =2. �O g• Compare the values of step H.1 and step H.2.f. Select the Check this value on page E-16, greater of the two values as 4. Multiply basal width ratio by the downslope dike width; rock layer width to get ,/�. 2 feet required basal width; h. Calculate„upslope dike width 2, td0 x /O ft =ZY.Oft using upslope mound height and upslope dike multiplier H. Downslope Dike Width from a E-18• 3 . %1 � _ ;A0,3 f t 1. If landslope is 3% or more, i. Total mound width is the sum subtract rock layer width of upslope dike width plus rock from basal width to obtain layer width plus downslope dike minimum downslope dike toe width width; ZY ft - eft =/%0ft /rj;�ft�+ y0 ft +, d:yft =36.5ft 2. Calculate mound height at edge 3. If landslope is 2.9 percent or of rock layer on downslope side; less, basal width includes both a. Determine depth of clean sand the upslope and downslope dike fill at upslope edge of rock widths. layer: /. O feet b. Multiply rock layer width by a. Calculate downslope dike width landslope to determine drop using steps H.2.a. through in elevation; H.2.f; feet x % 100 =Q, Yft b. Calculate upslope dike width c. Add drop in elevation to depth using upslope mound height and of clean sand at upslope edge dike multiplier from Page E-18; of rock layer to get depth of x ft = ft clean sand at downslope edge c. Add downslope dike width to of rock layer. upslope dike width to rock Q, '//ft + /, e)ft = � ft layer width to get total mound d. Add. depth, of clean sand at ,down- width; .slope edge to depth of rock ft + ft + ft = ft layer to depth of soil .backfill to get mound height at downslope d. Compare total mound width to . required :basal width from step edge of rock layer; C +�7 -ft +/,25ft =3. 4 ft G.4. If''total mound width is /L Z_/ greater than required basal e. Enter table on page E-18 with width, use calculated dike landslope and downslope dike widths. If required basal ratio. Select dike multiplier _ width is greater than total of mound width, increase downslope dike width. �� Fa�c�aoiN ,s r-15 PUMP SELECTION PROCEDURE A. Determine pump capacity: 1 . Minimum suggested is 600 gallons per hour (10 gpm) to stay ahead of water use rate 2. Maximum suggested for delivery to a drop box of a home system is. 2700 gallons per hour (45 .gpm) to prevent buildup of pressure in drop box 3. Use value from design of pressure distribution system SELECTED PUMP CAPACITY . . . . . . . . . . . . . . . . 3S. S gpm B. Determine head requirements: 1 . Elevation difference between pump and point- of discharge �f' �_` feet 2. If pumping toa pressure distribution system, add 5 feet for pressure required at manifold . . . . . . . . . . S feet 3. Friction loss. a. Enter friction loss table with gpm and pipe diameter. Read friction loss in feet per 100 feet-,-from page F-18. F. L. = 6. 96 ft/100 ft b. Determine total pipe length from pump to discharge point. Acid 25 percent to pipe length for fitting loss, or use a fitting loss chart. Equivalent pipe length = 7.•25 times pipe length = 1. 25 x 1476 _ /_?_S feet C. Calculate total friction loss by multiplying friction loss in ft/100 ft by equivalent pine length. Total . friction loss feet 4. Total head required is the sum of elevation difference, special head requirements, and total friction loss. + S + F. 7 _ TOTAL 1?;;AD . . . . . . . . . . . . . . . . . . . . . . �;��• f ee t C. Pump selection 1. A,.pump must be selected to deliver, at least gpm with at least 17, 7 feet of total head. D. To maximize pump life select sump size for 4 to 5 pump operations per day. E. Calculate drainback 1 . Determine total pipe length, /OQ feet . 2. Determine •liquid volume of pipe, _ /p_ Sn" gallons per 100 feet. (See page E-1$) 3. Multiply length by volume: Drainbacic quantity = /GO feet x /!J. Sa' gallons/100• -ft 142. 4 gallons 4. Suggested drainback quantity is 10 percent of pumped quantity. A larger drainback percentage will decrease pump station efficiency- slightly but pumping energy costs are usually a relatively small part of the total household energy costs. 3aD_T,2CATION OR SEPTIC SYSTE:i P _ --- - - - CITY OF ORONOr. 'yJ 3ox 66 (1335 So Brown Rd) �A[yg`� C 717stal Bay, IMN 55323 General Instructicns: ` 1. You may aptly for septic system permits by mail or insen2a�9� e City offices. However, permits will not be mailed out and must be picked u-m in person at the City offices. 2. permits are not valid until ycu receive a permit card. 3 . Work must not begin unless the permit card is available on the job site. 4. Permits will be issued only to contractors holding a City of Orono Septic System installer' s License. All work must be done in accordance with the approved septic system design. Design reports are net considered aparoved unless acccmpanied by the "City of Orono Septic ,System Approval" cover sheet signed by the City Inspector. 6. The following insuections will be required for all septic systems : a) Pre-installation site inspection to include inspector, installer, and general cantractor. b ) Tank installation prior to covering. c) Drainfield t=ench installation prior to coveing. (For mounds , inspection is recuired after rough r-up but prior to sand placement, 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 station (where required) components are functional and comply with codes. Individual holding MP�� I_^_staller Certificate shall be present during all inspections. 24-hour notice is recuired for all inspections . #########*##*## ###########�*#####*:######�##�# * FOB SITE ADDRESS: iccupancy Type: Reside tial Commercial Other caner' s Name: Phone: ling Address: City: Zilo 7/> ' /�� Bus. ep_tic Contractor's Name. ^ �A Phone://�� / , ailing Address: City: D �h 1+ y16- zip: f#####a########�t a�ta�lrz�tzzit# 1Tr�tzzzYz�t�tytf#####�k�rlr#�t�tz�t�tzz�tY t#�tf##�sz�ez#yr�lr - over - -pTIC SYS -P *SIiI' APPLICATON - PAGE 2 Pe_it Type & Fees (check one) w Constrac-ion, Full System $75. 00. . �clace Existing System (I or more new tanks & drainfield) $30.00. . . pial Replacement (replace just tanks or just drainfield) $30.00. . ,x.50 State surcharge_ added to above permit. fees SEE FEE SCHEDULE FOR NON-RESIDENTIAL PERM-IT FEES DO NOT MAIL PANT WITH THIS APPLICATION -•xr:f�*�t#ff*yr�*f***#:f**f**::*:*fff**:f**�::fff**t:t*t*f*:***::**�**f*t*:� )TS: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. ;tial /3 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. rr �? 2. I will be installing the following: A. Tanks: Precast Concrete Other Manufacturer Tank Capacities: 1) legal. 2) Legal. 3 ) /� gal. B. Pump Station (if required) Pump make & model attach pump rve & ca literature) ; system design requiresqpm at / 7 feet of head. High water alarm make & model „77 Outside electrical work to be completed by A installer ,electrician other Inside electrical work must be completed by electrician. C. Treatm t S tem: Tren s: s.f. �i Mound Depth of ock below pipe Rack bed dimensions D p xes Sand bed dimensions_;%Z'x 6-0 " istrib ion Box Pressure Dist. Pipe Dif_� Manifold Pipe Diam. ,�. D. Final Cover/Topsoil to be: borrowed from site _ (show location on site plan) _ _._ ,.._. ._.. .. . ._.. ._ trucked in - undersigned hereby applies to *the City of Orono for issuance of a :ic system installation permit, agrees to do all work in strict Zdance with the -ordinances of the City and the regulations of the State annesota, and certifies that all statements made . on this application complete,. true and correct. 9 ._. _. . . . .Applicant: .. �''2-- More of App Date:- Certification NO. : ' i v �4 CITY OF ORONO Permit # SEPTIC SYSTEM PROVAL Fee $ Entered By The General Contractor will be given a copy of this report and is responsible for its distribution to all sub-contractors. SEPTIC SYSTEM DESIGN IS NOT /C�O/NSIDDERED AS APPROVED UNLESS THIS SHEET IS ATTACHED. LOCATION: GENERALCONTRACTOR: gY�c` T�1�15' '\ L py)4 : PHONE: SEPTIC CONTRACTOR: PHONE: OWNER: 9 L � PHONE: FJ APPROVED 9 CONDITIONALLY APPROVED: (Note Changes Below) COMMENTS: 01- J' f _ � 1 -14/ 1,�1 Wi.._. r.'. !•��'^'v' _ i /� / 1 NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the Inspector (473-7357). Call for inspections 24 hours in advance. NOTICE TO GENERAL CONTRACTORS: Primary and alternate drainfield sites MUST be protected prior to and after system installation to avoid compaction of the naturalsoil. 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 that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY RIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainfield sites either before or after system construction. This applies to the lot you are working on and all adjacent lots. You could be held liable for damaging sites on neighboring lots. VEHICULAR TRAFFIC CAN CAUSE SOIL COMPACTION, RENDERING DRAINFIELD SITES UNUSABLE. Evidence of traffic on drainfield sites may be cause for revocation of building permits. Damaged alternate sites must be replaced before a Certificate of Occupancy will be issued. F,RtE O F-F �RATN F-Ta� .5.rT� -s 9F:F0PEb1C&rAr-,. 1 Date Approved By fCity of Orono n , _ 189032 r 52rrW 631.23 _ 30 FOC C)FF ARVA ,PRTO P. -Fc) / r RAs FAAEIV 1— EXCA V. ch W cnrow ' ' 11.p. _ w Sf 6 0 £ H 1 I F _ X ,•�� >� ' 10mrn-1 In cn 60 .r I /mN %D u rn to I TOP Cy �• 30 a 12 FT. ROADWAY E�6E�ENT PER O v F� O�cp4R/t — �P�ANS PROVIDED OTHERSN V'9;5? N5 Cl) 3—��W 1 � o =30 N 89 32 52 W 383.68 Y 0755 0 1 �9 247.55 4 08 z0 , 1,06 33A tea' 311 3? THE MOVING FORCE A?s7 FULLY SUBMERSIBLE SEWAGE EJECTOR PUMPS sspAn MEMBER SUMP ANOSEWAGE PUMP MFRS.ASSN. 1 MODELS BSE BEF W ,Ea i I `r✓f J `Ir N1alM`Y... �re� MODEL BSE MODEL BEF i �f�l�i�l�l�i i�l��i ul ��I�`�?'i r r e•m i �� 'a I r m{i psG r SPECIFICATIONS Model BSE — 2" Solids Capability Model BEF — 11/2" Solids Capability Motor Motor Housing Motor Motor Housing Permanent split capacitor Heavy cast iron, bolted to seal Split-phase type for high Heavy cast iron, bolted to seal type. Built in overload plate so entire motor starting torque. Overload plate so entire motor protector. assembly can be removed to protector. assembly can be removed to Shaft clean volute. Plated steel Shaft clean volute. Handle cast in lifting eye for ease in 5/81, for convenient handling. 3/a" corrosion resistant 300 corrosion resistant 300 series stainless steel, 6/6 installation. series stainless steel, 7/16" Seal Plate thread size. Greater corrosion Seal Plate thread size. Greater corrosion Motor stator pressed into seal resistance than 400 series Motor stator pressed into seal resistance than 400 series plate and bolted in place. used by some manufacturers. plate and bolted in place. used by some manufacturers. Rubber gasket creates positive Bearings Rubber gasket creates positive Bearings seal between motor housing Size 204 thrust ball bearings seal between motor housing Size 203 thrust ball bearings and seal plate. at both upper and lower ends and seal plate. on lower end. Sleeve bearing Impeller for long life, quiet running. Impeller on upper end. Semi-open type cast iron for Power Cord High-efficiency closed type Power Cord up to 11/2" solids. Threads 10 feet, # 16/3, oil and water cast iron for up to 2" solids. 10 feet, #16/3, oil and water onto motor shaft. resistant. Neoprene grommet Threads onto motor shaft. resistant. Neoprene grommet Volute for positive sealing. Volute for positive sealing. High efficiency design for Shaft Seal High-efficiency design for Shaft Seal maximum flow. 2" threaded All 300 series stainless steel maximum flow. 2" or 3" All 300 series stainless steel discharge. trimmed. Seal faces of hard discharge flanges available. trimmed. Seal faces of hard carbon and ceramic. carbon and ceramic. BSE/BEF SERIES 12.00•• 15 CAPACITY (U.S. GALLONS/MIN.) TOTAL 00 o HEAD PUMP (FEET) BEF BEF BSE BSE BSE BSE O 13•• 0 40 60 50 75 100 200 8.00" O 10 1,15 135 155 180 215 — °° 15 84 105 115 150 185 230 20 43 68 65 120 150 210 25 — 28 — 65 117 175 30 — — — — 75 145 35 — — — — — 110 40 — — — — — 60 5.00 MODEL BSE ELECTRICAL CHARACTERISTICS Shipping wt. BEF-40 .4 HP-115V 60 hz 59 lbs. BEF-60 .6 HP-115V 60 hz 60 lbs. BSE-50 1/2 HP-115V 60 hz 103 lbs. BSE-75 3/4 HP-230V 60 hz 105 lbs. BSE-100 1 HP-230V 60 hz 107 lbs. BSE-200 2 HP-230V 60 hz 111 lbs. PERFORMANCE CURVE MODEL BEF PERFORMANCE CURVE MODEL BSE PERFORMANCE OUTSIDE THE LIMIT LINES IS NOT RECOMMENDED ,. PERFORMANCE OUTSIDE THE LIMIT LINES IS NOT RECOMMENDED 30 z 60 W ♦FFA LIMIT 50% Lu 50 25 �� 60%5% eS�c?A LIMIT 68% 40% 20 7 40 50% XJJ3% I I F 60% i 74% �Op W 73% W 62% 70% 0 30 esIv 63% �% 62% = 15 65% = B 60% 60% F 20 50% 40% 10 50% LIMIT LIMIT 10 5 0 0 50 100 150 200 250 300 0 0 20 40 60 80 100 120 140 160 CAPACITY—U.S.GALLONS PER MINUTE CAPACITY—U.S.GALLONS PER MINUTE OUR BA SYSTEMS PROVIDE ECONOMICAL AND V !� DURABLE INSTALLATION ANYTIME, ANYWHERE THE SIMPLEX SYSTEM— For those applications where drain facilities lie below exist- ing sewage lines. It may also be used in conjunction with septic tanks where wastes must be pumped away. Ideal for homes and for locations where six units or less are emptied into one basin. The simplex system requires: • BSE pump or BEF pump • switch kit • sewage basin • basin cover • check valve • Simplex Control Panel THE BSE DUPLEX SYSTEM— Designed primarily for institutional use, where interruption sewage disposal is unacceptable. Ideal for restaurants, apartments, hospitals, industrial complexes, or where more than six units are discharged into one basin. The packaged duplex system requires: • BSE pumps • automatic switch kits • Fiberglass basin • basin cover • check valves • Duplex Control Panel Basin and covers are manufactured in following sizes: • 18" x 30" x 2" • 30" x 36" x 2" • 18" x 30" x 3" • 30" x 36" x 3" • 24" x 30" x 2" • 36" x 36" x 2" • 24" x 30" x 3" • 36" x 36" x 3" Please refer to the price list for selection of package systems. 111F.16 toll company 801 1FORT WAYNE, IN : I FORM#101.1 'D6TE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED f-/'1 _ 4l % 3 S PERMIT NO. ''i(D QU COMPLETED ADDRESS . / (05� UJO OWNER 2hAW-&y �0� JCONTR. TELEPHONE NO. 71— ,CSL DESCRIPTION T�I� 01 FOOTING 1 MECHANICAL RI 16 WELLTEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING h 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS Q 07 DEMO—FINAL ,SEP=*4AW1_, 21 COMPLAINT = 09 PLUMBING RI 15 SEPTIC INSTALL 22 FOLLOW-UP v 10 PLUMBING FINAL 23 SE IC F1 NA OWNERICONTRACTOR TO MEET YOU: WES_NO COMMENTS: ,/ —117 /= ccW a o; O cc O W W cc Q 2 W Z W cc Z) O W jilWORKSATISFACTORY:PROCEED ElPROJECTCOMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY OC-) BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN 11 CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor on si Inspector. White Copy/Inspector's File Canary Copy1Site Notice DATE TIME CITY OF ORONO (�)CALLED IN a;00 f INSPECTION NOTICE SCHEDULED (Q (o-91 0 am PERMIT NO. -�(Df) 0 COMPLETED ADDRESS vZ 1 OWNER CONTR. �Jn a TELEPHONE NO. DESCRIPTION 4 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING h 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SEWTURN ON 17 SITE INSPECTION 07 DEMO-SITE 14 SEWER HOOK-UP 06 PROGRESS v 07 DEMO-FINAL 27 21 COMPLAINT 09 PLUMBING RI 15 EPTICINSTALL. 22 FOLLOW-UP v 10 PLUMBING FINAL 23 SE AL Z OWNEWCONTRACTOR TO ET YOU: YES_NO COMMENTS: I W cc C J O O W W c Q 2 W W cc cc WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contract it Inspector. White Co"finspectoft File Canary CopylSite Notloe DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. COMPLETED ADDRESS _Aj&,4&P\ Pd. OWNER CONTR. >�T#4Y-qxN 64k TELEPHONE NO. DESCRIPTION 01 FOOTING 11 MECHANICAL RI 16WELLTESTPUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING y 03 INSULATION 24/25'WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS v 07 DEMO—FINAL 27 SEPTIC MAINTT, 21 COMPLAINT 09 PLUMBING RI MSEMIC INSTALL. 22 FOLLOW-UP J 10 PLUMBING FINAL 23 SEPTIC FINA OWNEWCONTRACTOR TO MIE�YOU:_YES NO Zt y COMMENT& Sti'_ 1/P. a j 0 Cc 0 w W Cc Q 12 Z w W Cc d W ❑WORK SATISFACTOR1r:PROCEED APROJECTCOMPLETE QC ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contracte• Inspector. White Co"finepecta's File Canary Copy/site Notice