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Home My WebLink About1992-004411 - repair exist system PERMIT CITY OF ORONO PERMIT TYPE: jWEi `� WATER 1 1335 Brown Rd. South • P.O. Box 66 Permit Number: tjt``E 44 Crystal Bay, Minnesota 55323 Date Issued: 05/15/92 (612) 473-7357 SITE ADDRESS: 825 OLD CRYSTAL BAY RD S LSV P. I .N. : 09-117-23-21-0001 DESCRIPTION: REPAIR EXIST SYSTEM Sewer & Water Permit Type DRNFLD &/OR TANK Sewer & Water Work' Type RESIDENCE REMARKS: FEE SUMMARY: Base Fee $50.00 CITY OF ORONO Surcharge 1,5Q FINANCE FI :E Total Fee $60.50 13133'0000 /01 Ci 50.N IGtiL V}Vif0 rr Ft 01 &EN .50 CHECK TL 50• 50 RECEIPT-THAW YOU #244590 0001 RO1 T03:12 06/15/?2 CONTRACTOR: - Applicant - OWNER: SULLIVAN'S SERVICES INC: 54734300 DAYTON JUDD 3660 HWY 101 S 825 OLD CRYSTAL BAY RD S WAYZATA MN 55391 ORONO MN 55391 (612) 473-4:300 THE UNDERSIGNED HEREBY REQUESTS PERMI _SION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREE'_ TO DO ALL WORK F:. I N STRICT COMPLIANCE WITH ALL CITY OF ORONO ORD I NANC:E.S AND STATE OF MINNESOTA BUIL DING CODE REQUIREMENTS APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE (may i& 16 4q APPLICATION FOR SEPTIC SYSTEM PERMIT CITY OF ORONO Box 66 (1335 So Brown Rd) Crystal Bay, MN 55323 *************************************************************************** General Instructions: 1. You may apply for septic system permits by mail or in person at the City offices. However, permits will not be mailed out and must be picked up 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 approved 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) 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 station (where required) components are functional and comply with codes. 7. Individual holding MPCA Installer Certificate shall be present during installation. 24-hour notice is required for all inspections. **************************************************************************** JOB SITE ADDRESS: (dal ,Qa�l/ Occupancy Type: Residential Commercial Other Owner' s Name: "D?tai e- Phone: Mailing Address: ",2r ejar ,, 4 City: Zip: 1- e/ n / Septic Contractor' s Name: // , ,fes �4YGC.L Bus. Phone: 923'Y 3C.. Mailing Address: e0/•gv14,/� � City: 11J J Zip 6-'5-3 /— **************** * ***** ************************ *********** ********* - over - IP 4 SEPTIC SYSTEM PERMIT APPLICATON - PAGE 2 Permit Type & Fees (check one) New Construction, Full System $100.00 _Repair or Replace Existing System $50.00 $0.50 State surcharge added to above permit fees SEE FEE SCHEDULE FOR NON-RESIDENTIAL PERMIT FEES DO NOT MAIL PAYMENT WITH THIS APPLICATION *************************************************************************** NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. Initial 1. 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: 2 Precast Concrete Other Manufacturer Tank Capacities: 1) 2c ,gal. 2 ) 10c6gal. 3 ) gal. B. Pump Station (if required) Pump make & model 11) l Yf (attach pump curve & literature) ; system design requires gpm at 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. T eatment System: r)�1 : Trenches: s.f. Mound 11-.04lszSade.-t.� 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: borrowed from site (show location on site plan) trucked in *************************************************************************** The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. Signature of Applicant - Date: ://5-)4 'Z MPCA Certification No. : • 5-P TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 June 19, 1992 Jud Dayton 825 Old Crystal Bay Rd. Caretaker' s House & Barn Orono, Henn. Co. , MN This letter is in reguard with the existing Mound System on this site which will need an addition of 150 gal/day for a 1BR apartment in the barn, Type 11, 1BR = 100 gal/day plus 50 gal/day for a toilet in the garage. This will add 12 ' to the east end of the existing rock bed. 2-1000 gallon tanks will be needed and be located east of the barn & the supply line connected to the existing pumping chamber at the outlet hole of the pump tank. 2 teven B.-Schirmers Pc SBS/ds L-13 CERTIFICATION # 00627 Logs of Soil Borings Location or Project Jud Dayton, 825 Old Crystal Bay Rd. , Orono,Caretakers house & barn Borings made by S-P Testing, Inc. Steve Schirmers Date 6-10-92 Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 4 Depth, Boring number in in feet Surface elevation 84. 6 feet Surface elevation 0 - 0 - Topsoil dark brown loam 1 1 0 - 1 ' 4"-MOTTLING 1' 4" Rusty dark brown clay loam 1 ' 4" - 1110" 1 2 - Rusty1 ' 10" - 2 ' 4" 8I4ye1g y 2 3 3 - Rusty olive gray loam 4 - 4 5 - 2 ' 4" - 5 ' 5 - 1 6 - 6 - 7 - 7 - 8 - 8 - End of boring at 5 ' feet. End of boring at 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 hole Not present in hole Mottled soil : Mottled soil : Observed at 1 ' 4" feet of depth. Observed at feet of depth. Not present in hole Not present in hole Comments : Comments : CERT.#00627 PERCOLATION TEST DATA SHEET a.m. Percolation test readings made by S—P Te tin g, T nr'- on A-1 1 -q 7—starting a Test hole location 825 Old Crystal Bay Rd,.11ole number 4 ,Date hole was prepared 6-10-92 Depth of hole bottom 12 inches,Diameter of hole 6 inches Soil data from test hole: Depth,inches Soil texture 0 - 12" Topsoil dark brown loam • Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 6-10-92 4 : 30pm 12 Date and hour of initial water filling ,Depth of initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon Maximum water depth above hole bottom during test 6 inches Time Percolation Time interval, Measurement, Drop in water . rate, Remarks minutes inches level,inches minutes per inch • 1: 02 prefill 6 1 : 13 1: 28 3-3/16 4. 7 15 min 1: 31 1:46 3-1/16 4.9 II " 1: 49 2: 04 3-1/16 4.9 " " Percolation rate = 4.8 minutes per inch. CERT.#00627 • PERCOLATION TEST DATA SHEET Percolation test readings made by S—P Test ing. Inc. on 6-11-92 _starting at 1 t. 1 2 p.m. (date) Test hole location 825 Old Crystal Bay Rd;Hole number 5 ,Date hole was prepared 6-10-9 2 Depth of hole bottom 18 inches,Diameter of hole 6 inches Soil data from test hole: Depth,inches Soil texture 0 — 16" Topsoil dark brown loam 16" — 18" Rusty dark brown clay loam • Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 6-10-92 4 : 30pm 12 Date and hour of initial water filling ,Depth of initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon ,Maximum water depth above hole bottom during test______6 inches Time Percolation Time interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch • 1:02 prefill 6 1: 12 1: 27 3-3/4 4.0 15 min 1: 32 1:47 3-5/8 4.1 " " 1 :48 2: 03 3-9/16 4. 2 " " 4 Percolation rate = '1 minutes per inch. . _ , 97.E }r-. tvcrit)s.vic ,. . ~11)?a1G" 94.0 �. • PRPC`cn •• c1�1> u =w ct .c) )r---.3 A-- 3 c�tfiu� yi}1 �OOrv�� _ . .r1::-Lt \_. • -ni.p_ ;6-43 37 t 14CUSG h 1 I r 004- v -`r 31 '7' ° a ' ^ani "1-4'4)74-- l • aT� . 9 r Si ''O �. 3 3 . m ov i-- 3S a73 \ Sil AlP•N-1 -301- ln ]' ' M MS 1- 1 1\\. t 1 r...-, ,--, f . Pc.oY'cKv ) II jk •(v� o� -CA1t'- r r, S. -699 - � ,, \ rr1_ \ ": " 1n s S. 'I tp�O ��.. f Ail. _. �_ \‘' -.C-9 � -9 AL . 4�iAV'( e-4,a P v_-IA 7-4- �," 14 5- . OFF of -1-vk PC-o?oEc o -rR- T1.---v ",..‘-r ,. L��0��,a Prvvv-- �. A t-1 t, . 3 1 ,....0.0...:. rt t°! 'ray et` - 7o ca.LoS + ' , r ,I Lo 4»0K 6!a Nes — (_ r_u . .0S. )( 1ROPPIPP- - 1 .99.41 k7l•('' ¶CQ F`q '41-1Y1t\=s.4. t'.. r) � . I N.L- '1-57.5 1.- : -Cap CD' M iAU vi ot_s _ y O LoPROPERTY OF: V.--L` _ 1---`�YY) +��-! 1ve- Ov v g- W 1_� xSoil Borings Tests Scale 1 S'AST O G- 14 o U SE=.- V--L..--j n c0.0 0 •Bench Mark G>_-c) L t2V-(S-J a L_ c-1,t)\l V D 14,, - 4, Note: This system is to be constructed to meet OB 0C 1''1 1) 1- t r'1,' . C.). h the Minnesota Pollution Control Agency S-P TESTING/NC. Standards -WPC 40 a Local Ordinance 1 C 6' Designed By: — - �- Date:11/../n', PH.612-497-3566 DATE TIME CITY OF ORONO CALLED IN /J • 10 INSPECTION NO,TJOE SCHEDULED PERMIT NO. �� COMQ ADDRESS S7j //•� ia�� P/ ,,/ . , OWNER ,��9� ta". CONTR. _ Pdfl?-S TELEPHONE NO. f' DESCRIPTION 7 11 • 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING " 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS 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 • 07 DEMO—FINAL 7 SEPTIC MAINT. 21 COMPLAINT 09 PLUMBING RI ' l i INSTALL. 22 FOLLOW-UP 10 PLUMBING FINAL 23 SEPTIC/FINAL Q OWNER/CONTRACTOR TO MEET YOU: 4/YES_NO COMMENTS: /a90---/000 ccW a cc AdLL irsii✓ errls 1;Am, cc W CC CC /WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W CC 0 CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT 0 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/Contra r• Inspector. ,. �' G•/a1i'- White Copy/Inspector's File Canary Copy/Site Notice