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3434 Hwy 55CITY OF PAGAN Remarks Addition Section4 Lot Bik Parcel 10 01200 070 02 Owner Street 3434 HET7 #55 State Eagan,MN 55121 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK 10470 Paid undeT pnrce1 V1 S1 (P0-.0) SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK 1984 1660.00 110.67 15 $1549.34 1fA013878 5-11-84 STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK Bath tub $ 3.00 x = $ Floor drain 3.00 x = $ Gas piping outlet * minimum - 1 3.00 x = $ Hot tub /spa 3.00 x = $ Kitchen sink 3.00 x = $ Laundry tray 3.00 x = $ Lavatory 3.00 x = $ Minimum fee alterations to existi 30.00 x = $ Private Disposal System new /refurbished requires MPC ii . 75.00 x = $ ��j , c� 0 Private Disposal System abandonment 30.00 x = $ RPZ new installation /repair 30.00 x = $ Rough opening 1.50 x = $ Shower 3.00 x = $ Underground sprinkler if dwelling is under construction 3.00 x = $ Underground sprinkler if existing dwelling 30.00 x = $ Water closet 3.00 x = $ Water heater _ 3.00 x = $ Water softener if dwelling under construction 5.00 x = $ Water softener if existing dwelling 30.00 30.00 x x - - -- = = $ $ Water turnaround State Surcharge .50 - -> - - - -> - - - -> $ .50 Total - -> - -> - - - -> - - - -> $ 7 S , O L 7 B L Sep, (P\ SUBD. Please complete for: ➢ single family dwellings ➢ townhomes and condos when permits are required for each unit ➢ backflow preventer for underground sprinkler system FIXTURES CITY USE ONLY EACH STATE: RECEIPT #: ' I S RECEIPT DATE: 9 1 O PERMIT # 1999 PLUMBING PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (651) 681 -4675 Reminder: Call for inspections of alterations, i.e. water heaters, water softeners, etc. TOTAL I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable City of Eagan ordinances. It is the applicant's responsibility to notify the property owner that the City of Eagan assumes no liability for any damages caused by the City during its normal operational and maintenance activities to the facilities constructed under this permit within City property /right -of- way /easement. SITE ADDRESS: 343 (q w A Y 5 OWNER NAME:: PE C i1L S® 4 INSTALLER NAME: �. t L L fl L t om— . �t -`'Rt) g� S STREET ADDRESS: 'p= . c ( ( 3 CITY: 1 J ( Li) Q c3 P-1* TELEPHONE #: 65 S I, / 76 Z VW — 72 3 S g"`v &Nl -GS TELEPHONE #: 4951 — 45 .-4 / —56447 DAyS (AREA CODE) ZIP: -c® .7lJ 0 ( / 3 SIGNATURE OF PERMITT EQ1)4-c e z L 6 j 2_, vim DAKOTA COUNTY PU BUC HEALTH DEPARTMENT. UNIFORM RECCRO OF Norvirxx. SEWAGeTREATMENT SYSTEM fa m - A -13- c lq PERMIT NO. DATE: MUNICIPAUTY: e rt.ccA, x j L C 37 5 ... 0 OWNER . C : / L-C 0 so - TELEPHONE (667 ) to --, C.O.U ...... SiTEADDRESS _ 4 4 Ce i-i t-0 IN 575 ,. crt E fiCi. ii- t.-) ) i „...____ ZIP 5"Si - 2 , / SUBOWISION ADDITION S E c 1 . i 2... BLOCK 2. LOT 1 AREA sq. uacres PLS COORDINATES: OF OF OF OF SECTION TOWNSHIP T. N. RANGE R. W. NEW ( 1 RECONSTRUCTION (c HEcx APPUCABLE): SEWER( 3 TANK KDISTRIBUTION (TREATMENT)4 OTHER SOIL BORINGS/TEST PITS:7•40.4 M.A.XDEPTH.kft. SOIL TYPE L 5 PERCOLATION TESTS: NO._Z_ AVG.PERC RATE \. MPI SOIL SUITABIUTY 6 cp 0 SLOPE: AvG424 mokx.676 SOIL TMT. AREA ACCEPTANCE RATE 1,27) sq.ft.Apd. MIN. DEPTH TO RESTFII CTI ON 17.... t in. TYPE: MOTTLING( ) BEDROCK ( ) WATER TABLE ( 1 NOTE RECOMMENDATIONS Z3. SITE EVALUATOR F*i1 E,P..ctJ SEWAGE FLOW: SINGLE FAmtLYX NO. BEDROOMS 3 NO.BATHROOMS -- (TYPE ) SUBTOTAL -- gpd; ADO. BR SPACE 1 MULTIPLE FAMILY f 3 NO. OF UNITS QC) SEWAGE FLOW PER UNIT gpd SUBTOTAL_=Pot. NONRESIDENTIAL grod DESIGN: TOTAL R.OW4c6 gpd TMT. AREA5 ft. WASTEWATER SOFTENER( 3 GECTTFERMAL PUMP(] GARBAGE DISPOSAL( OTHER WATER SAVING DEVICES (ust) SEWF-R: COMMON SEPARATED (THIS SYSTEM): BLACKWATER GREYWATER 3 WELL TYPE DEPTH ft. SHORELAND/FLOODPLAIN ZONING ( 1 SETBACKS SUPPORT AREA RESERVED fq.ft. RECOMMENDED DESIGN: TANK - 00 6 DISTRistrnoN TREATMENT 94.41 ph, 6-4, COMMENTS oesiGNES besiiii4 P%�w WATER METER (I DATEJREADING EVENT COUNTER (1; OATS/READING DISCHARGE TO BLDG SEWER: osAvrre PUMPED PUMP: rfPE BLDG SEWER: CLEM/OUTS COMMENTS: 1 CONSTRUCTED ON-SITE (tDE:77.:P.ISS): MULT. TANKS: SE7.IES (NO.) 7 PAP.ALLF.2,.. (NO.) TOTAL TANK CAPACTTY:k MANHOLE k INSPECTION PIPE it PUMPING/HOLDING TANK C.A.P.CITY ---- gal. RESERVE — gal. n.ARms,i_ocArioN COMMENTS DISTRIELITION: DOSING PUMP z Z.; SP SC.IFCATIONS QUAL RAINFIELL ; VAX DROP BOX 7, COMMENTS [ 1 PRESSURE OCSINC [ C.ON7FIOL3. TYPE/LOCATION 0 CONTINUOUS-LOOP: GRAVITY 64 Pl LICENSE NO. I 1 / 2 -- DATE 3 - 2-2- -- Ret 9 RID NO. ucesEwa. Tri- OA - -- Yitqci PumPEACLEANEA CO NTACT H.P. FLOW gpm INSPECT1 PIPES CYCLES p. clt S&P riON ( FLOW -- gpm 4.11/1•11.M.MOPIIIIINMW.1* TOT. TWIT AREA 51 2— - sq.a. • LATERALS: NO/LENGTH 2, - 4 0'-4- 114.o _ TOT. LATERAL LENGTH 1 8 ft WIDTH 3 IP in. ON-CTR SPACING I L Q ft. CONFIGURED: SERIAL i 1 PARALLEL [ 1 CONTINUOUS LO OP ( ) NOTE PIPE: TYPE DAM. In. LEVEL (1 SLOPED PERFORATIONS: DIAM. /2. in.; SPACUJQS__M. NO. OF ROWS Z. INSPECTION PIPES X ROCK: DEPTH UNDER PIPE 12. tn. AT /ABOVE PIPE " 2. In. AAAT 45 Qtlr i ons ROCK COVER: GEOTEXTILE -. RED ROSIN/KRAFT PAPER ((J HAY/STRAW (41n.) ( 1 OTHER BACKFILL• TYPES(T5 DEPTH 18 in. NOTe TRENCH LINER: TYPE DEPTH in. NOTE PROBLEM DRAINAGE( ) RESOLVED BY COMMENTS INSTALLER e L L i VM e (L... ! Q V rrG es LICENSE NO. t<cs { PERCOLATION REPORT WISE RESOURCE MANAGEMENT DOESN'T COST....IT PAYS PEGGY CARLSON (651) 686 -9762 f/ZCO 0'70 - July 22, 1999 651 - 735 SOIL TESTING FOR THE DESIGN OF SEPTIC SYSTEMS LOCATION: 3434 Highway 55, Eagan, Dakota County USE OF BUILDING: 3- bedroom house The existing septic system is original to the house. It consists of (2) 500 - gallon tanks and a length of drainfield. An above ground pool exists south of the house between the old septic tanks and the proposed drainfield. Due to space restrictions, it will be necessary to put the new system tanks down the upper 15% grade near the new drainfield. Trenches are designed to be at least 20 feet from the house, 10 feet from the shed in the lower lawn, and at least 10 feet from any lot line. The well is measured and shown with a stake to be 50 feet from the bend in the upper part of the test area. The test area is at least 21 feet from the pool. The old tanks should be pumped and filled with soil. Drop boxes shall be used. An outside cleanout in the pipe from the house to the first tank is advised because of the steep grade. This design was prepared in accordance with Dakota County specifications and should be presented to the City of Eagan as early as possible for inspection. All soil samples shall be left in place until this inspection and all stakes shall be left in place until the system is installed. /L.4 BARRY BROWN LICENSE # 1772 REGISTRATION # 4213 INDIVIDUAL SEWAGE TREATMENT SYSTEM WORKSHEET • A. Estimated measured B. /o od I C. D. E. F. G. R. S. Liszt FLOW gpd x 1.5= gpd SEPTIC TANK VOLUME /dad gallons SOILS Site evaluation data) Depth to restricting :aver = - 7 6 Maximum depth of system C -3 ft = 3 Texture Percolation rate 6 SSF /•2 sq ft /gpd Slope ..1.2% feet feet �fI 1 J. TRENCH BOTTOM AREA H. For trenches with 6 ir.ches of rock below the pipe: AxF= x = sgftof bottom area 1. For trenches with 12 :riches of rock below the pipe: A x F x 0.8 = L /.'S - D x A 2 x,9:l(=5 sq ft of bottom area For trenches with 18 Inches of rock below the pipe: AxFx0.66= ti x 0.66 = sq ft of bottom area K. For trenches with 24 _aches of rock below the pipe: AxFx0.6= x x0.6= sgftof bottom area BED BOTTOM AREA L. For seepage beds with 6 or 12 inches of rock below the pipe; 1.5xAxF =1.5x x = sgftof bottom area ROCK VOLUME IN CU FT M. Rock depth below disaibution pipe plus 0.5 foot times bottom area: M =Rock depth + 6 inches x Area (H,I,J,L,K) ( / +O.5ft)x = i•ll cu ft ROCK VOLUME IN CU YDS N. Volume in cu ft divided by 27 M +27= cuydsiA =27 = 32- cuyds ROCK WEIGHT O. Cubic yards times 1.4 = tons N x 1.4 = tons 32- x 1.4 = �S tons SYSTEM LENGTH P. Select trench width = 3 ft Q. Divide bottom area by trench width (H, I, J, or K) P = lineal feet _LU lineal feet Ql. Gravelless Design AxF (3 for 10 " pipe, 2 for 8 " pipe , width of the Chamber) 'J57) x.421 + 3 = PPO feet LAWN AREA Select trench spacing, enter to center =• 7 feet Multiply trench spacirtz by lineal feet R x Q = sq ft of lawn area 1 x /9e = /330sq LAYOUT (Use other side) 1. Select an appropriate scale; one square = J feet. 2. Show pertinent property boundaries, right -of -way, easements. 3. Show location of house, garage, driveway, and all other improvements, existing or proposed 4. Show location and layout of sewage treatment system. 5. Show location of water supply well. . n• ____ -_ ..tt eDrstral7An fdionners Scout Tint Goactues in cations Number of `demmum Lewd 9ulmums C:Dac,iv t_ vwd canacev �wN t aroage duouaL Livuei c_nacnv +�N mgmmute lut mswc 2 ear iesa alLQZ! u 7.5 itc9 Estimated Sewage Flows in Gallons per day rod) Number i Type 1 1 Type 11 Type ID Tv of 5 6 7 3 0.0 750 900 1050 ' 1200 rn WOO 1500 _xA 225 300 375 450 525 600 675 t'_5 1500 _?50 3000 180 218 256 294 332 370 408 of the value Tyc1. ' !I or iu columns 6 inches= 0% Reduction* 12 inches= 20% Reduction 18 inches= 34% Reduction 24 inches= 40% Reduction * sizing for graveness trench Qi ;ooaZi: :SP t Qa o bi OQ.OQ�w0o o e qn .•_ . . : 4n fir e. e• 1 eel r. e.ot 201;3 a•p• ; 64 2 11 ;PO v e! � o - t vi . 4 t • 4 C , o• Qaon °o<eue di o. e . r. :.•.... e • sb..00 ve v 01 o- ei P01 6.)��....�Or. yes• • i O�Ca e i td •e. �00.. e e o . 7 a ;ls .oavals!a ;.i.aa., e e)0 ff)s Q.00 y v0 e er1 r. e e .• o ° •Qewe�•bw�Jp,0�40)�. i0 �O C 18-36" Width :us) (551 11II1 Geotextile Fabric 2" Rock Cover 4" Dist. Pipe 6 -24" Rock 3/4-2 1/ 2" Soil Characteristics and Required Areas for Sewage Treatment Percolation Rate in Minutes per Inch (MPI) Soil Texture Square feet per gallon per day Faster than 0.1 • 0.1 to 5 0.1 to . to l to 1 31 to 45 46 to 60 Slower than 60••• Coarse Sand Sand Fine Sand" Sandy Loam Loam Silt Loon Clav Loam Clay •-- 0.83 • IMMO 1.67 100 = •--- • Soil too coarse for sewage treatment. Use systems for rapidly permeable soils. " Soil havtng 50% or more of fine sand • plus very tine sand . "Soil with too high a percentage of clay for installation of an Impound standard system. INDIVIDUAL SEWAGE TREATMENT SYSTEM WORKSHEET • A. Estimated measured B. /o od I C. D. E. F. G. R. S. Liszt FLOW gpd x 1.5= gpd SEPTIC TANK VOLUME /dad gallons SOILS Site evaluation data) Depth to restricting :aver = - 7 6 Maximum depth of system C -3 ft = 3 Texture Percolation rate 6 SSF /•2 sq ft /gpd Slope ..1.2% feet feet �fI 1 J. TRENCH BOTTOM AREA H. For trenches with 6 ir.ches of rock below the pipe: AxF= x = sgftof bottom area 1. For trenches with 12 :riches of rock below the pipe: A x F x 0.8 = L /.'S - D x A 2 x,9:l(=5 sq ft of bottom area For trenches with 18 Inches of rock below the pipe: AxFx0.66= ti x 0.66 = sq ft of bottom area K. For trenches with 24 _aches of rock below the pipe: AxFx0.6= x x0.6= sgftof bottom area BED BOTTOM AREA L. For seepage beds with 6 or 12 inches of rock below the pipe; 1.5xAxF =1.5x x = sgftof bottom area ROCK VOLUME IN CU FT M. Rock depth below disaibution pipe plus 0.5 foot times bottom area: M =Rock depth + 6 inches x Area (H,I,J,L,K) ( / +O.5ft)x = i•ll cu ft ROCK VOLUME IN CU YDS N. Volume in cu ft divided by 27 M +27= cuydsiA =27 = 32- cuyds ROCK WEIGHT O. Cubic yards times 1.4 = tons N x 1.4 = tons 32- x 1.4 = �S tons SYSTEM LENGTH P. Select trench width = 3 ft Q. Divide bottom area by trench width (H, I, J, or K) P = lineal feet _LU lineal feet Ql. Gravelless Design AxF (3 for 10 " pipe, 2 for 8 " pipe , width of the Chamber) 'J57) x.421 + 3 = PPO feet LAWN AREA Select trench spacing, enter to center =• 7 feet Multiply trench spacirtz by lineal feet R x Q = sq ft of lawn area 1 x /9e = /330sq LAYOUT (Use other side) 1. Select an appropriate scale; one square = J feet. 2. Show pertinent property boundaries, right -of -way, easements. 3. Show location of house, garage, driveway, and all other improvements, existing or proposed 4. Show location and layout of sewage treatment system. 5. Show location of water supply well. . n• ____ -_ ..tt eDrstral7An fdionners Scout Tint Goactues in cations Number of `demmum Lewd 9ulmums C:Dac,iv t_ vwd canacev �wN t aroage duouaL Livuei c_nacnv +�N mgmmute lut mswc 2 ear iesa alLQZ! u 7.5 itc9 Estimated Sewage Flows in Gallons per day rod) Number i Type 1 1 Type 11 Type ID Tv of 5 6 7 3 0.0 750 900 1050 ' 1200 rn WOO 1500 _xA 225 300 375 450 525 600 675 t'_5 1500 _?50 3000 180 218 256 294 332 370 408 of the value Tyc1. ' !I or iu columns 6 inches= 0% Reduction* 12 inches= 20% Reduction 18 inches= 34% Reduction 24 inches= 40% Reduction * sizing for graveness trench Qi ;ooaZi: :SP t Qa o bi OQ.OQ�w0o o e qn .•_ . . : 4n fir e. e• 1 eel r. e.ot 201;3 a•p• ; 64 2 11 ;PO v e! � o - t vi . 4 t • 4 C , o• Qaon °o<eue di o. e . r. :.•.... e • sb..00 ve v 01 o- ei P01 6.)��....�Or. yes• • i O�Ca e i td •e. �00.. e e o . 7 a ;ls .oavals!a ;.i.aa., e e)0 ff)s Q.00 y v0 e er1 r. e e .• o ° •Qewe�•bw�Jp,0�40)�. i0 �O C 18-36" Width :us) (551 11II1 Geotextile Fabric 2" Rock Cover 4" Dist. Pipe 6 -24" Rock 3/4-2 1/ 2" Location: 3 3 a 1-4 »i ss' Test hole number i Depth to the bottom of Hole: SO inches. Diameter of (lots b inches. Depth, inches 2 3o Percolator rte: Percolator lest r minutes per inch Soil Texture 7)4v k b rot-La% 5444-44 /d Au- /Pi G GI 10 rown iba � 2Z 3. License = 1772 Percolation test ty Baru Brown. Reci t 'en j T Date of test rc -sea. k. —7 -14 -1' "7""cs4 7-20-41 Drop in rercoiaticn Remarks Time C 1 ime 1 Measurement 1 P interval inches ( water level rte min/inch minutes i Indies ' !0' 05 1 3 ' I C 10 :0ar' i 5.1 lo'. 6 ' � /o:tS4 i o 16.11: D.Zr41 6` o° 7 / ' L ?7:01 -, 7 PercciatCn Test Location: 3 3 4 1 SS E64 Da )L0 Test hole number 1 Depth to the bottom of ncle: .36 inches. Diameter of hole inches. Depth, inches 4-35 Soil Texture Da. k thaw^ $4�.u.h2 /da p ' {U d row., k ,„4 6 5 0.41 4 / ldr- Percolation test by Barry gown. Recisu ation T 4213. License ;# 1772 Date of test L-S k 71141 TES f "2v Drop in Percolation lime 'Time Measurerneni! P interval inctes water !evei rte rraniinch minutes inches 1 443170 ' 4 46 :zst 2rSs 7 I i „.2.S i q= S ;lil i: 7 i S Q:SI %30 �1 X3:3. 4:30. 7 / a : , , t , " r 1 1 r 10%1 ' ti'sis 7 1 ! r 7J' : 1 Percolation rate: � �S minutes Per inch X W X Z O 0 O W= a_ c: w J Z 1 w w m 0 • L11 Cr O mal 0 LL a z 0a.< t NT 0 Z 't- 0 a_ 0 u w u f— N — ZJ 0 c 0? O � v cO aC c_ (Ni K7 CL O > 0 U - T © o U-1 W ~ O O w Y n Q a- o Z i< uJ o :O N a: w =0 0 • ZOt <Z U 0 - < O O — U F- U U1 t=- O Z " l m z Zo E- Zw L:1 - ZLL+ � OW Z }-w o X�< W �w > = T Ow< O Z W < < m V 0 co FF _1 O < �Z <F- <t- < ✓ Z2wZ x0 00 wU «U M i city of eagan 3830 PILOT KNOB ROAD, P.O. BOX 21199 EAGAN, MINNESOTA 55121 PHONE: (612) 454 -8100 January 21, 1987 TO WHOM IT MAY CONCERN: In response to your question regarding the septic system and well on the property located at: Steven T. Hanson Construction Analyst STH /js 3434 HIGHWAY 55 I would like to state the following: BEA BLOMQUIST Mayor THOMAS EGAN JAMES A. SMITH JERRY THOMAS THEODORE WACHTER Council Members 1. Eagan has no local codes which govern these systems except for the initial inspection at the time of installation. 2. Eagan has no health inspector to verify the condition of septic systems or wells. If you have any further questions concerning this matter, I can be reached at 454 -8100. THE LONE OAK TREE ...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY THOMAS HEDGES City Administrator EUGENE VAN OVERBEKE City Clerk r. City of Eaau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 r Use BLUE or BLACK Ink For Office Use Permit#: r3c) Permit Fee: C4i Date Received: Staff: 2016 RESIDENTIAL BUILDING PERMIT APPLICATION V-13(1 Its► sS Date: Site Address: J Unit #: Resident/ Owner Name: Jckmz S t an0 V i % Phone: S 6 -� Address/City/Trp: *11 rror LOIeS Or , E Jin4i S5 l3,b Applicant is: Owner X Contractor Type of Work Description of work: 0010161) xi.stib' home 4 7oo'11dc(+of >< Construction Cost: 00 0 Multi -Family Building: (Yes / No ) Contractor Company: 10 I I 1 + Sons Contact: glair B o I I I Address: 1 I t1 1 CO Rd 3 City: to i Keh5 State: MN Zip:. 53'13 Phone:' `C - i1J3iEmail: b0)Ii' and n3 @- Y. COM j i` License #: Lead Certificate #: t �` ' t - ' ( I If the project is exempt from lead certification, please explain why: In the last 12 months, Yes No COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING has the City of Eagan issued a permit for a similar plan based on a master plan? If yes, date and address of master plan: Licensed Plumber: Mechanical Contractor: Sewer & Water Contractor. Fire Suppression Contractor. Phone: Phone: Phone: Phone: NOTE: Plans and supporting documents that you submit are considered to be public infionnadon Portions of the information may be classified as non-public if you wide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 4544002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.00pherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. �311►r SO1 11 x Applicant's Printed Name J App cant's Signature *i r,i i 6 a'4=...., M ? r aM 4 � • • - - , :,. ,..,_„.- ,..„-,-,,,''......',..1*..,:' .=:;.,,,.;.• 0 In I I Tri 1 _ rel M g 5 L N Ma M ._ -. ,, y y` } Ibt TIE g M , ,i.*.t..., '..if.-1,:i'..'.7.;',4,.:2!,,,,`4'si,!„'?--t;-::";": --,:',-,.:1.-..f* i''`. ott m•1.; i CI- � x O G