Loading...
1315 Carriage Hill Dr PLUMBING (RESIDENTIAL) Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 Please complete for: Single Family Dwellings Townhomes and Condos when permits are required for each unit Date / /,-Y Site Address zi4 lye- ~ /'/z Unit # Property Owner dzr4rz Telephone # (scS Contractor /lam 4 1 ~G Address~9 ~SAS CityJ.CE!/` State -741 Zip Telephone # 6~ --f (r7 ~Q 7 The Applicant is Owner Contractor _ Other Septic System _ New - Refurbished Submit 2 sets of plans and MPC license $ 100.00 Includes County fee. Additional consultant fees may apply. Alterations To Existing Dwelling Unit, Including $ 50.00 Adding fixtures to lower levels or room additions, excluding water softener and water heater & Abandonment of septic system Water turnaround 5/8" meter if needed - $121.00) Other. RPZ _ new installation _ repair _ rebuild $ 30.00 Lawn irrigation system Water softener _ Water heater $ 15.00 replacement additional YA1 $ State Surcharge Total BY--. $ 7-i 0 I her eby apply for a Residential Plumbing Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Plumbing Codes; 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. 4 W1 Applicant's Pnnted Name Appli is Si e PERMIT City of Eagan Permit Type: Building 3830 PILOT KNOB RD Permit Number: EA058131 EAGAN, MN 55122 Date Issued: 02/25/2003 (651) 675-5675 Site Address: 1315 Carriage Hill Dr Lot: I Block: 53 Addition: Section 34 PID: 10-03400-010-53 Use: Description: Sub Type: Single Fam UBC Occupancy: Work Type: Move Building Construction Type: Description: Zoning: Census Code: 9999 Square Feet: Remarks: Separate permit required for septic abandonment. Call for final inspection. (ld) BL-Base Fee 75.00 9001.4085 Fee Summary: Financial Guarantee 1000.00 9001.2257 Surcharee - Fixed 0.50 . 9001.2195 $2.075.50 Contractor: Applicant - Owner: Otting House Movers St L1c : DAKOTA COUNTY 11640 275th Street 1590 HWY 55 Lakeville, MN 550440000 9524613265 HASTINGS, MN 55033 651423-2811 1 hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Applicant/Permitee: Signature Issued By: Signature 3 f t: Pip OUTIO EiT Ili t7i AL S C H U LTZ 1315 CARRIAGE HILL DR EAGAN MN 55123 454-1594 BEISSEL'S EXCAVATING From: Frank Beissel 469-4054/5353/fax4018 MP-CA CERT #770 MPGA; LIC.1 9 it ya j2. ~v k Individual Sewage Treatment S stem Worksheet Home owner Al Schultz SITE Evaluator, Frank Beissei, Beissel's Excavating 454-1594 23750 Pillsbury Av 469-5363 Installer, Beissel's Excavating A. Estimated 600gpd for a 4 bedroom house B. A 1500 gallon septic tank( and a 1000 gallon septic tank if a garbage disposal will be added) will be installed . All tanks will be manufactured from concrete with steel reinforcement. All distribution pipe must be sch 40. Freezing protection is not required over all distribution lines ( 2" of Styrofoam). The old septic system has two(or more) tanks located south of the house and they must be delt with in accordance to MPCA codes 7080 Any existing wells must be disclosed and sealed according to Minnesota dept of Health C The soil in the primary site ( B 1-B5) 0-18 inches is black loam( peres 10 mpi), 18-36 inches is a redish brown 7 5YR 7/8 ( Peres 10-20 mpi), 36-60 inches is redish brown sand 10 YR7/8 with percolation rates in 6 mpi. Borings (66-1310 east side) 0-10 inches black sandy loam, 10-20 inches is red sandy loam 7 5 YR 7/8, 20-70 inches sand 10 YR 7/8. Depth to ( mottles) restricting soil layer 6.5 ft in primary site, depth to restricting soil layer in alternate site #1 is 6.511 and in site # 2 is 6.2 ft The maximum of trench excavation depth is 30 inches in the primary site The alternate site can be trenches, diversion of all drainage will be required D. The average percolation rate for the drainfield site is 6 mpi with the highest percolation rate 7mpi. Percolation test results are(Pi) 6 mpi,(P2) 6.2mpi, (P3) 6.3 mpi, (P4) 7mpi, all tests are at 30 inches deep. E. The soil sizing factor of 1.27 sq. ft/gpd or.79 gallons per day per square foot. F. Trench bottom area is 600gpd x 1 27sq ft/gpd = 762sq ft bottom area. This system can have 12 inches of rock under the distribution pipe 610sq ft /gpd in trenches with 18 inches of rock depth total. 48cubic yards or 60 tons of rock will be needed. The design calls for treches 30011 x 2.5 ft. X 1 5 ft or 260' x 3' x 1 5' will allow for 5 bedroom house G Drop box distribution will be .utilized H. Trench width will be2.5 ft wide and will require 300 lineal feet of drainfield Trench spacing should be 10 feet apart and 8000sq ft of area will be necessary. ADDITIONAL COVER TOPSOIL WILL BE REQUIRED OVER THE ENTIRE SEPTIC SYSTEM. This topsoil will be provided by homeowner on this site J. NO GARBAGE DISPOSAL ALLOWED. A REGULAR MAINTENANCE SCHEDULE MUST BE FOLLOWED AS DETERMINED BY DAKOTA COUNTY, INSTALLATION CONTRACTOR AND A CERTIFIED PUMPING CONTRACTOR. A additional 1000 gallon septic has been added to allow for a garbage disposal but is not recommended by this contractor that a garbage disposal be installed. At this time no garbage disposal is listed. K. SITE REQUIREMENTS No compaction of the soil in the drainfield area is allowed (keep all traffic off site ) Fencing or protecting of the drainfield area is required PRIOR TO THE ISSUING OF THE PERMIT Seeding/sodding of the drainfield site and all disturbed soils is required as soon as possible and permanently maintained ALL UTILITIES MUST BE ROUTED AROUND SEPTIC AREA. . 1. ALL FEDERAL, STATE, AND LOCAL BUILDING CODES APPLY TO THIS PROJECT. Minnesota sewage treatment system standards chapter 7080 apply to design specifications and standards. ALL SPECIFICATIONS MUST BE VERIFIED BY INSTALLATION CONTRACTOR PRIOR TO CONSTRUCTION. I HEREBY CERTIFY WITH MY SIGNATURE AS THE OWNER/BUILDER THAT ALL DATA(SURVEY,LEGAL,WELL,PROPOSED BUILDING SITE ,ECT) FOR THIS SITE EVALUATION ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. IAGREE TO INDEMNIFY AND SAVE ALL PARTIES(DAKOTA COUNTY) HARMLESS FROM ALL LOSSES, DAMAGES, COSTS AND CHARGES THAT MAY BE INCURED. SIGNATURE TO BE VALID) (REQUIRES M Well will be upgraded to meet setback standards of 50ft by a certified well contractor. Actual minimum distance from well to the closest point of the drainfield is 85FT. N. This septic site must not be disturbed. No construction material( dirt ,lumber, ect.) can be stored within 25 feet of the proposed site During demolition of the existing farm house careful attention must be paid to 0 the septic site. Failure to comply with septic setback requirements will cause this site to be condemned Any alternate septic sites will add a significant cost increase to this project d t~~ well ^ l 0 (z / 0 :u4 E,.at l p::~ + yy'.°,4:;`:.v ,).-an!2j~, YEdS'4 `~"`A?@~. C4J nr y~r •:N',l',a b!%~,v' Wi< Ar t~ ~y~ 4,`t, ;:,,.Y,• v,, Y, °ti~,r~..:R.i;'''i.'> n'~' er.y~t..,,'I ! YK a. t,'ar >i, f^`T,;S?"' :'1,',n''.". k 'k1 ,t; i ~r•,g'S`.'F,,yAr ~~1",'r i.~,",: 'A~;%'- ~i .1J .3 ,,•Y.-y ',y ° 1\ r, b# k: ,w.w.E' }MFRWON, - itt ~ e. ~ rq . v,~ \y,. t."~,:Y' [-rW iru ya~...- r. Ar. T' ~'r ..?.b}'n~»blvl#k.i;"1 .'a°"mod" `ari`a` ~y•'3$:~ :,,''G"y`;3a}r :Minnesot au3' . u~ y'» ''IxY1~ 4 .YJS C> ^S'i't`F:i,.i ty '..arc; q J'kt y.< .r rs{ C,a•.`:r:i^.r.'.i- 't`>, • aIPollutlon-ConrolA ency>c{.:x . acv " w 2' z ? H.~r xu n J r x,'~r M :.r'y' oSC iE:7r~ H',. r`_,;r,t .x11~fSF at rs~„~iY~7f'F~^„a~aA~LSI~ 'wx .1. ,g jr i Water' QuahtyDlvision til"i" Sy s License 11r ~ t3 I1vidual Sewae ~reea. ~ib{Yi.•1ry., 'Non-TCARSfeI'ablB.-.f>ir'22}ri- ' i ti:i CSC:.' e`a; ~.,k".'f•^ f li'.aJtf,'.' d ^✓~.^`a..- .ia£1i ~tfv;ux:.;e 1 N`"i`f - q~ .~lSbiY Y*PT~i,~=.Rilti', - ~ s".'s,?,r~~~ ':~•:r~is:^ ?tr;•r- _ -~:,5''-.~ +~'~.2F- f`~"~: y~Sw r aaf, y:l w r C" W 10 yR" 3 .n r "G s "'License(s) Held Designer II , Installer ~rw ti S - _ r~ 4....12,.. Y X, i Designated Registerred Professionals (DRP's)uti „f 4 - Ustaller Registr"anon Cpiration:l2/3)1/99 ' Frank J. Betssel Jr. . v'j _ _ -'n istrariid _ C' $a nation: l2/31/99 Frank J. ; eisself,III.. Iyi nsfaller rc zra i , x': r;,... n e h,A y ,r'.,r* . G J P'tr+•= "s R r S v a-n1.,gh r 1~c , q. , =YY g rF, °"'t Y r/i- _ x" -R.egtstrratah /.v t Frank J. Betssel, Jr ' ri t' ii Designer II r ~Ar z ( on IYx_ piration: 12/31 /99 - S rk . ♦ °y t J t nt .'y-'7 t 1 r tr ,K.r - f «s Frank J. Betssel, III " D~~@@esigner II Reeistratron Bpiration:12/_:1/99 t ,E t l'A t-n `t c^'J-,, e n aJ^~ r}?. Td rvt' >H,r ,dy LtJt~ _ sm }">af~•"3 r J ~'"fF x .;r4'y; ',r~•y..~e•~. '~'5`'i{r. 3 >,r s r '4Lr:"~ s"µk'{w,ribv~T~~i.~J"5`>•-e".j'`•3'rff-~~',.~~~r"~`Y~r'#``4~A'-r-~s•,~.~ ,~•r• ta~~'~y`~" 'F~a+~s~- - Y Y' < 'x.'S~J t 3kf'G~~aJF^ }41 .l L Y.T rs!yk - rk^G_ '^S. V F w~`X~£~..~3E`Ta-,.Tya~'~xt~° ~~~rN".e,'Y nY'k rt ,,~;~}~z•...G~' ar..., to I :U'Aj o" ...r'Et ~rw7" - - 1~ - z~ ~ z~'' T . tf r' P;; r i~.,5h.! as 3 ' _ Designer II License expires 3/13/99 ry Installer License expires 3/13/99 Fodor Larson, Coll) ntissivacr ~j - Date of Issuance: 2/14/97 _ Company License Number: 197. Is'fs/Water unlity/NP,"520-Lafayette [toad; St.Paul,'MN 55155-4194; 800-657-3864, or,TDI) (for,hcaring and specch_impaired only) (G 12) 282-53:8?. ,".Pilnledso I^ ec tl d4p6Pi c6 4A "a i ntn'~aileost' 10%-fibcis fr°mr o eiiCi clef by cOtis ers;= ,?^;,hi+,; cl - xf&' i,;?', >=,#r1Y ..'r - c:r .2. ia~:,v! ryiJ- `>F i, ^1.~ '~a .4? :9Y•k y i'•,^,t:' ..yl. Y+=., ..'r .l. a. s•? r, .,3,ar.. R:r ^"r:n k 1;-,.,m.'. ff',-r.., 'i '~3'~ :.'sA';'~:"k: ;•k. a:rrt. 4~.,, as .='•r":.Y.. ir7Fe: -aC?~`,Lt-,~xn.+m>.Ii_'SSemW.':i'J!e':¢Fh~Y.-!+ST2(.T'-,a'kw.~, _.,:a.s~s§ 5r'6:.. a 1.d,•«i^a+~-.''a'ndF:"$1c. `w.. M,~..>. ..w.t ..e + ...v aJ a1\a.v111y1L1V 1 0 101"IV1 yY Vl\1\J111:L1 _ C FLOW q j Fsamarcd Sewage Rows in Gallons per day Estimated ~l oZtcnpd measured x 1.5= gpd L1)L~ ~Nobc Types TypculTyam I.:fd _ SEPTIC TANK VOLUME Bed rooms 1 n. 1`J~O :fie. n, yk;cl meat gallons 2 300 I 2-75 lea sm ; s Yll; ti'1l'- 3 450 307 218 :f Ue bc~a, 4 -60' 375 256 SOILS (Site evaluation aata) 5 750 450 294 c C. Death to restricting laver 6 900 525 332 Ttpe L = ,7 teet 1 7 1050 600 370 0 or " . D. Maxunum depth of system C - 3 ft = `eet 's 1200 675 408 Fa Texture iC ,n1 Percolation race -7- I(-> MPI ~ columns SSF /.L7sq?t/opd Septic Tank Capacities (in gaaoml C. S1oee ) o Number of Minimum uquadl Liquid cacacily Bedrooms Canaclty, oaroa¢e cauosai TRENCH BOTTOM AREA 2 or less 750 For -encases with 6 inches of rock below the pipe: 3 or 4 1000 500 A x F = T=)0 x iG t[ e. bottom area 5 or 6 t5oo. 2110 7.8 or 9 2000 3.300 t ' 1. For trenches with 12 inches of rock below the pipe- x F x 0.8 =ESL x ~J"? x 0 8 = 1__-j it -I borrom area Soil Charammfics and Requnred Areas J. or trenches with 18 inches of rock belo-o, the viper for se .a Tmmear v~daaen wte in Sq x F x 0.66 = X. x 0.66 _q rt of bottom area N,ititei rlnch SwT,.. roetper r.ltoo (Vil'p pa m. A. For trenches with 24 inches OI LOCK bElo•.v :nE' pipe: ' A x F x 0.6 = _ x x 0 6 it or COttOm area Fuser N. 01 • Coarse Sane Olws Sa,d 083 . BED BOTTOM AREA 01to5 F.Siuid•- i6; 6 to 15 Sandy L. I t' L. For seeua,e beds with 6 or 12 inches of roc: beiow the pipe; 16.30 L. 1 67 31 eo45 Silt tnam 2D] 1.3 x A x F = 1.5 x _ x sa it of bottom area 46 tn60 claywm Slower Nan 60•° etay - ROCK VOLUME IN Cl: FT Sodmocmnc(cf~axen ' Use sys. tp rapdiy PcrmoElc sacs, TM. Rock depth below distribution pipe plus 0.5 foot tunes bottom area: p°.~r} fi50 ;i ° D ed M =Rock depth+6 inches x Area (H,I,J,L,K) salty Lmo dgh,p xDOF dmyro insullaoon a>D apand sbndad a =0.5fHx'Ill =curt ROCK VOLUME IN CU YDS N. Volume in cu ft divided by 27 VI=27=cu yds V27=2~ cuyas ' ROCK WEIGHT ihches "00 0. Cubic Wards times 1.4 = tons 12d11ryr =c~~°° n N x 1.4 = tons x -1.4 = tons (10 1$. 21^}*°Q- 24111&e5-~~ a 2t~IIicdbiL. " SYSTEM LENGTH E`si fo a fx2ncli P. Select trench width = 3 ft Q. Divide bottom area by trench width: (H, I, J, or K) - P = Imeai feet Ceobnctile Fabric l1Cx)- on'a DO°.Oi.ga.oA,rgo¢Dp 0. Rack Cover lmeaifeet % 0.. 6 ° a;ab Q1. raceiless Design Ii•3x5Ci >woo°°9 °:q~ a~ a " 16,'96 x t - 3 for 10" pine, 2 for 8" pipe , \ tdth of the Chamber) o 0 _ o aDa gab;°oa "Dist- Pipe " X `eet ~D ~ooeD, P'qs yDn qao°,oos, dip°da• t °°oo as°;_ aD~ao c_A LAWN AREA R. Select trench spacing, center to center = .l f 9° oicaao 0 oa pdti eet q°v°.°. ~..re .Dc.•° o0 Multiply trench spacing by lineal feet R x q° Op°dDSOp°°a°g''Q' Q = sq ft of lawn area Z u 3cr x l_ ° .°o-a<Aaaao, 6-24rr Rock ;oopD :s a e> o,ao-_ aoa _ a_~ da 1/2" 3/4 LAYOUT (Use other side) qa q9 e6 aD oa eoab?°D'aD qa dlaoo ooeD ;`y6 0 4ao `D r appropriate scale; one square = feet. Select a _ q a 'h y' f 1 1 iDn BDa 9A °°D°°D6 r. .O?° p 'how tr:rent prouer.} boundaries, rlpnt"of-wav, Q150,M, 3. Show location of house, garage, driveway, and all other improvements, existing or proposed 1&36" width Show location and layout of sewage treatment system. chow location of water supply well. 6. Dimension all set backs and separation distances. PERCOLATION TEST DATA SHEET -Test hole location Hole number Date test hole was prepared-//1 C7 Depth of hole bottom, 2y. inches. Diameter of hole, P ithes. Soil data from test hole: Depth, inches Soil texture o -06 Q\Cacn~ srncl,j loam 7 eri ~n~CS ~nnm ~,SyP~ SanC~ YOY~ 7~g Method of scratching sidewall Dept;; of pea-sized gravel in bottom of hole, d inches. Date and hour of initial water filling 1 YY1U~ C1~ 1C)1'2) rftv 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 _m Q0 Percolation test readings made by 4ren~<'lP ISC~,I /VI(1') l [~mi) ron on C7 starting at ON l7C~ Qa.m~ Maximum water depth above hole bottom (da e) M. during test, inches. ' Time Percolation Time Interval, Measurement, Drop in water rate, Remarks Minutes inches level, inches minutes per inch C6 Co d, X12 2c 'Z 20 at ^ a J V Percolation, rate = minutes per inch. PERCOLATION TEST DATA SHEET --Test hole location "SChul}-> _ 1101e number u Date test hole was prepared/ !IJ,,1'1J , Depth of. hole bottom, 24' inches. Diameter of hole, itches. " Soil data from test hole: Depth, inches Soil te_ctur.e Methcc of scratching sidewall _ c,c1,: (Apn -`-n^ \ Depth of pea-sized gravel in bottom-oaf- hole, c~ inches. Date and hour of initial, water filling i On C! ~ C1) AC01150 /jw Depth of initial water filling, P inches above hale bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Cat o ~ ?erecla tier test readings made UY 4!`0: ~~<~r' ICti~ / ~M ~r^rm) ors on YKAT starting at n al l Is"' . Maximum water depth above hole bottom , (dam C) G -p.m. curirc zest, U inches. - I I Time Percolation Tice I Interval, Measurement, Drop in.water rate, Remarks ' .._nutes inches level., inches minutes per i I inch \CG (p _ O ci2 ^ 1c 1 ~r 2G I - vt c , °l Y0 e C r I I ! I I I I I 7 a Fercc'_at'_on raw _ minutes per inch. PERCOLATION TEST DATA SIItiE'E' Test ^e1e lecation~~}~ui}? Bole number Date tcs- ?,cle was prepared// . Depth of hole bottom, LJ. inches. Diar.eter of hole, inches. Soil da~a -ron test hole: Death, inches Soil texture C,cA SCnAA 1Q2„n -lS 2~ ~et~ ~nnm 7.~YC7~Y cc, Method of scratching sidewall c{c7,rLloc~ ~r"c^~ Depth of pea-sized gravel in bottom of hole, inches. Date and hour of initial water filling I YY1G"-\ Depth of .nitial crater filling, 1'-~1, inches above hole bottom. `:ethod used to maintain at least 12 inches of water depth in hole for at least 4 ho=s (al l~ d ~C'YI~C '(Yl (1/~~~ Percolation test readings made by }f„(~~<~Z.t IS' Z''T' on ~~M "'V C~ starting at ~OLMaximum water depth above hole bottom curi-g _test, O inches. - Time Percolation Time Interval, Measurement, Drop in water rate, Remarks Minutes inches level, inches minutes per - inch ~eG Ca TIt q ~1 yc Z y I I ~ I 'e'cc:at'_cr. !:ate O minute, per inch. PERCOLATION TEST DATA SHEET o Test hole location ~~1~,,,If7 _&Gr` Hole number 1 ~r f Date test hole was prepared yC7 Depth of hole bottom, OAj. inches. Diameter of hole, allies. Soil data from test hole: Depth, inches Sol-1- texture / Cv C~~ ~arlr. -a ~C1 rrl ~n(_1 rY\ 7,SY~Z7/S Method of scratching sidewall Depth of pea-sized gravel in bottom of hole, inches. Date and hour of initial water filling cnG~6 C1~ 1c)'•'~C~ ~w Depth of initial crater filling, 4,,S inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours (a kA0 sc'a_\_\~ `(Y) Cr\vc,~ 4 Percolation test readings made by R e. Ion ern nmll inn Olto"'•w 91 starting at C~oO~ ~~''_'~3 Maximum water depth above hole bottom p.m. during test, U inches. - Time Percolation Time Interval, Measurement, Drop in water rate, Remarks Minutes inches level, inches minutes per inch 1 CG (p 4 o, Y G C l 1 1 I ?e cc s:ie ;are - minu m per inch. - PERCOLATION TEST DATA SneEri• ,y n Pest hole location .1iu1}~ _ ~qG_ Hole number Date test role was prepared C`J Depth of hole bottom, ').[J. inches. Dia-zter of hole, i{aches. - Soil data From test hole: - Depth, inches Soil texture \Ca VV I Crncw )OQn'1 Lj grf uvQ 7~c Method e- sc_atchine sidewall c~CT ^C\oc~ ~t'~e^~ _ De?th o; pea-sized gravel in bottom of hole, inches. Date and :hour of initial water filling I 1Y Gi ] 1~'•^'JC~ /~v~ 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 Sours 0LAO SMv-, -On cdn Percolation test readings made by Fr~.,o~<IZc'1SCf~ ~i rn ion en q ~1~t•,,~C}~ starting at Maximum water depth above hole bottom (da`ge) during test, O inches. - - I Time Percolation Tine interval, Measurement, Drop in water rate, Remarks j ".mutes inches level, inches minutes per inch cG I (o ,q C%~'0 O Yc' I ~ I, E I~ l I 1 I ~ ?e-CClr_t'_ea rte = minutes per inch. TRENCH ROCK COVERED WITH PERMEABLE SYNTHETIC FABRIC OR 4 LAYER OF MARSH HAY OR -PIPE TO NEXT STRAW COVERED WITH UNTREATED BUILDING 4" DIAMETER INSPECTION INLET DROP BOX PAPER (RED ROSIN) WELL WITH CAP EARTH BACKFILL AT LEAST I JI 6° ABOVE TOP OF ROCK < C < DISTRIBUTION PIPE 4't AT LEAST 6" DEPTH OF CLEAN o ` E4 ' ROCK 3/4° TO 21/2' DIA. SEE NOTE 5. 0 4` < Ito DROP BOX MAXIMUM LENGTH 100 FEET OVERFILL NOTES: 1. BOTTOM OF TRENCH MUST BE LEVEL. TOP OF TRENCH 4 TO 6 INCHES ROCK MUST BE LEVEL. _ INSPECTION i WELL 2. SLOPE ON DISTRIBUTION PIPE IS BETWEEN LEVEL AND 4 INCHES PER 100 FEET. BACKFILL RECOMMENDED SLOPE IS LEVEL. 6" TO 12° OF SOIL BACKFILL 3. DISTRIBUTION PIPE CAN BE PERFORATED PLASTIC INSTALLED WITH ONE ROW OF HOLES ALONG THE PIPE BOTTOM. PIPE 2 "DEPTH OF MUST HAVE A BEARING STRENGTH OF < o ROCK ABOVE AT LEAST 1000 LB /FT. PIPE ROCK ° AT LEAST 6" OF 4. SCARIFY TRENCH BOTTOM AND SIDEWALLS c ROCK BELOW AS HIGH AS ROCK WILL BE PLACED IN THE PIPE. SEE TRENCH IN ORDER TO EXPOSE NATURAL SOIL. NOTE 5. REMOVE LOOSE SOIL BEFORE PLACING ROCK. 18" TO 36" 5. WHERE TREES ARE PRESENT OR LIKELY TO BE PRESENT DURING THE LIFE OF THE SYSTEM, 12 INCHES OF ROCK MUST BE PLACED UNDER d THE DISTRIBUTION PIPE. w TRENCH CONSTRUCTION: DETAILS. ,t d - k~ V/rY-~ f ;----MOUND FILL 4'- 6- 0 TO ALLOW FOR of e~°~o~~~, y., 1. .;,f~./. i SETTLING ,i, ---GRASS COVER 6" TO 34" OF SOIL COVER ABOVE ROCK { 3/4" TO 2 I12„ ,.~,pl... • I CIA. CLEAN ROCK 4"- 6" LAYER OF UNCCOMPACTED HAY OR STRAW COVERED WITH RED ROSIN PAPER IS T fARE~ ---TRENCH BOTTOM MUST BE LEVEL ' S~EIR,.a -ice / THROUGHOUT LENGTH ~ - - 2" MINIMUM ROCK COVER ABOVE PIPE 6 MINIMUM ROCK DEPTH BELOW PIPE 1 ~E EEf j~ 4" DIA, RIGID PERFORATED PLASTIC PIPE WITH ONE p 3 F / / ROW OF HOLES ALONG BOTTOM / WATER TABLE OR IMPERVIOUS LAYER SUCH AS CLAYP.AN, o j// ROCK, ETC. r TRENCH CROSS-SECTION FINISHED GRADE 1 RIGINAL GR:_D T`iCci 5 CF Br.CZFILL OVER ROCK ORIGIN= _L G3=.D= FILL SOIL TC MINIMUM OF ; INCH=~ OVER RCCK GEOTEXT_ILE CLOTH &v =YIMti=: TRENCH 4" COMPACTEn lv pE S-R~SI AND R=D"ROS! N P Ft 2_~ 1 on l DEPTH 0= 2" ROCK OV=R P__ n,/y 2 INCHES ROCK OVER PIPE 4' DIST_.IBU C.. P_. = _ INC_:ES 0 3/4 IN6H TO 2 1/2 INCH WASFED SEWER ROCK IVCHcS O? ROC:; BELOW DIS^R_~LT_0` PIP= i I`'^~ ?vcxFs TRENCH WIDTH / ON-SITE SEWAGE TREATMENT SYSTEM - INSPECTIONREPORT Applicant and Permit Date of Inspection:'"- -21Z Inspected by:. Parcel ID: Municipality/Township: ~T ~ j Site Address: i-r- i ~Gt /J~/1 ~r g0!C75E S~EC"SA~ SUTIS # Soil Borings Depth to Restriction House Type:` 1 II III # Perc Test Garbage Disposal: Ye No T MotTliug Bedrock Watertable (M'~ Average Perc Rate /,?,.7 # of Bedrooms (9 Acceptance Rate (sq. r'tJod) r'_, # Potential Bedrooms Reserve Ar Yes o SEPTIC TAWSPFCTIt7[CAUON5 Number of Septic Tanks Outlet a min. 3" below inlet Inspection Pipes (4'•mia) Capacity (1.000 s mi.) ~i Horizontal Dimension (24° min.) Manhole (za" ruin.) Pre-fab Tanis Model: Yes / o Tank is level Pumping tank Ye No` Outlet Baffle (35% of total liquid ~ Inlet Baffle (6° below liquid-l" depth- 6" above liquid surface) above inlet crown) Capacity V Liquid Depth (3o"vdn,) -----t Watertight Construction SEPTIC TANT SETBACKS Property Lines (1o') Buildings (1o•) Buried Water Pressure Pipes (10') SWell (75') Recreation & Tributary (75°) All others except Rec. & Tnb. (1so') \ DRAINFIELD: SE!tXCI - J Buildings (2o') Recreation & Tributary (75•) All others except Rec. & Trib. (1so•) Large Trees (1o•) Well (so' or 100') Buried Water Pressure Lines Property Lines (1o•) (10') PROP,-UOX Watertight Construction a Pipe to Drop Box (u q~forateo V Box is Level Inlet Inverts (1" above outlet Outlet Inverts (a" above floor) Distrib oG Pressure invert) ~SL Pipe Connection DRATIEU 71 6, P. Number of Laterals Trench Widths (ls^ am - 36^ Slope of Pipe Rock Under Pipe (6^-2a') Soil over Laterals (6° m a - 36' ado/ Rock is Covered (wan VA" m~ ) P!j Lateral Lengths (loo' m=) s ~r? Size of Washed Rock (sra^ to Rock Over Pipe (2'~ Lateral Spacing (T m curler - 2 5 prek-,d) Total Trench Depth yam„ mcnes Bottom of Trench to Water ~`2a Total Sq. Ft. Trench Area awh Table or Bedrock SCALE: ❑ _ 7feet Site Drawing: - -7! " a V n Designer:,, Approved: Yes /No Installer: - Signature:. HOUSE HEATING TEST RECORD ll ° 3/ y✓ ~'f ADDRESS APT._FLOOR-CITY SUGUR6 ~klvd2 OCCUPANT OWNER NEAT LOU DATE MTQ INST. L-T - f % SOLD By 171~,•=• INSTALLED ET~~ <<a ✓e.-:cc Ele•wieel Work %fri~~•:n._ C/i~ /irie G• Lima fi`iy TYPE OF MEAT GA_FA_7CN~_STEAr-SPACE MTR.-UNIT MTR._OTMER GAS DESIGN / CONVERSION MAKE e~~r4 "`c~O Z' AW*"OF 5 RNER Mwol zo z- /Z- Z-4 us" P I/ Sriel/ et.6 Raf INPUT /Gt"G-c d wKpF tf~ N CONTROLS THERMOSTAT Meer PtA Wow Size Vei.e /ti KIND OP LINER SIZ NONE /LG • Ow* MwA R"wI•w znr Lim* Liwi, Sewatf 1,Ar FiNws Ss» L Fp S•gMy 'r Chmmy Lmwti" I"Z,777 Owtsti. l/ Piles Type 6irry C•e•w.ate ~"L-aL Piles M•tot n Spillage d an~ Pilot N"w SJCN?-% Sahs {emA ;rows Pitt Timq oe c ofth l i Too Ty L L.W. Cn ON now Pte•w. Imt. I P.e•wa 3' Petwew COf ` Oats Te•sei f - LS- 91 Iww CF" vG Preso OS f C.~ty T.•+iq - fad T.W. 79O Pw~ CO 0 d Te•sr i`1r e Certificate of C=penten y_ M CITY OF EAGAN FOR CITY USE ONLY 3830 PILOT KNOB ROAD EAGAN, MN 55122 PERMIT # ~~5 ro PHONE: (612) 454-8100 RECEIPT #;o?ra WWCwl"t T DATE : "S.xfiETIAf PLEASE COMPLETE UPPER PORTION ONLY FOR SINGLE FAMILY DWELLINGS & TOWNHOMES/CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNIT. WORK DESCRIPTION FEES NEW CONST ADD-ON MINIMUM 15.00 ADD ON --7~-,t 7o v ~ C HVAC 0-100 M BTU 24.00 REPAIR A,/ ADDITIONAL 50 M BTU 6.00 GAS OUTLETS - MINIMUM 3.00 OF 1 PER PERMIT p0 OWNER NAME : A.c ui ~,v ~ eyd j SUBTOTAL: $ g-7" SITE ADDRESS: lfl5 C:fE2iA~r~`1. d/e/dE- STATE SURCHARGE: .50 LOT:_~_ BLOCK 5, SUBD. 7 _ TOTAL: $ ~ INSTALLER: ADDRESS: -//S~SOr1/ SIGNATURE PERMITTEE CITY: /1 Y_5eooZ:/ 1"All zip: .SST_ PHONE ~7G'i991> COMMERCIALfIN41JSTRIAL: PLEASE COMPLETE THIS PORTION FOR ALL COMMERCIAL/ INDUSTRIAL BUILDINGS, APARTMENT BUILDINGS, AND MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. CONTRACT PRICE: FEES OWNER NAME: _ 18 OF CONTRACT FEE. STATE SURCHARGE - $.50 FOR CTTR AnnRE94: _ EACH 51000 OF PERMTT PRE. PROCESSED PIPING - $25.00 LOT: BLOCK SUBD. _ $25.00 MINIMUM FEE. INSTALLER: CONTRACT PRICE x 18 $ ADDRESS: _ STATE SURCHARGE $ CITY: ZIP: TOTAL: $ PHONE (SIGNATURE) FOR: _ CITY OF EAGAN n August 9, 1990 To: City of Eagan From: Al and Lyle Schultz Subj: Justification for mobile home permit Background Application for a permit was first made in 1971. My wife and I wished to have my parents, Al and Elizabeth Schultz, living close to us (preferably on our property) for the following reasons: 1) Frequent contact 2) To ease their financial situation 3) To give our children the advantages of growing up in the company of their grandparents 4) To make it easier to care for them, should care become necessary. 111 parents purchased the mobile home themselves, we moved it onto our property, and they resided there until health problems `.arced a change (hospitalization and surgery for my mother and subsequent move from the hospital to a care facility, where she now resides; hospitalization of my father for cancer, which took his life just a few umeks after it was discovered). Although my mother would prefer to return to her home, her present physical condition makes such a change unlikely. It was my parents' desire that the mobile home become the residence of their youngest son, when they were no longer able to occupy it. In accordance with their wish, my brother took up residence there about a year ago. My mother, as surviving spouse, still owns the home; however, financial considerations relative to the cost of her care may soon force a change to that. Present application We desire renewal of the permit so that my brother may con- tinue to live next door, thus enabling us to monitor and assist him. He has been for some time, and is presently, under a doctor's care for depression and is taking substantial amounts of medication. Frequent contact helps us to assess how he is doing, hopefully to recognize and resolve any problems early, and to assist him with some of the day-to-day things which for most people are fairly routine, but which for him are sometimes troublesome. -2. Our desire has been to use our resources to help and care for family. We wish to continue to do so, and maintaining my brother's present living arrangement will help us to do that. Sincerely, Z~ 6-' ~ Al and Lyle Schultz 1315 Carriage Hills Drive Eagan, MN 55123 / C> 3 SOU C) GjG S 7m)-citV of eagan 3830 Pit Ol KNOB ROAD THOMAS ELAN EAGAN, MINNESOTA 551221897 NYynr PHONE (612) 454-8100 DAVID K GUSTAFSON FAX (6I2) 454 8363 PAMEIA WCREA TIM PAWLENTY TI IEODORE WACHTER Cmncd Muntwis THOMAS Hr.DGES Cny Admini5hator EUCFNeVy N II, ERBEKE July 13, 1990 0 MR & MRS LYLE SCHULTZ 1315 CARRIAGE HILL DR EAGAN MN 55123 Dear Mr. & Mrs. Schultz: Pursuant to our conversation on the phone on the 11th of July, I am sending an application for trailer license renewal. I will send you a notice of the date this item will be addressed by the Council. Respe/c~tJ/fully, ~6hn Olinger Administrative Intern JJO/vmd THE LONE OAK TREE. THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity/Affirmative Action Employer Iu << CITY OF EAGAN 17697 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT Receipt # To be used for CAP4# a Est. Value $11,000 Date APR 11 19 90 Site Address 1315 CARRIAGE HILLS DP. Lot ' 1 Block 53 Sec/Sub. SECTION 34 OFFICE USE ONLY Parcel No. Occupancy FEES Zoning W Name AINI N SCHULTZ (Actual) Const Bldg. Permit 126.00 . Address 1315 CARRIAGE HILLS DR (Allowable) Surcharge 5.50 o City IrAGAM Phone 454-1594 # of Stories 82 ~ Plan Review Length =p Name SAME Depth SAC, City o` Address S.F. Total SAC, MCWCC City Phone S.F. Footprints On Site Sewage Water Conn w Name On Site Well Water Meter Address MWCC System _ = Acct. Deposit a W City Phone City Water PRV Required SAV Permit I hereby acknowlege that I have read this application and state that the Booster Pump S/W Surcharge information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Treatment PI Signature of Permitee ( APPROVALS Road Unit A Building Permit is issued to: ALNIN SCHULTZ Planner Park pea on the express condition that all work shall be done in accordance with all Council applicable State of Minnesota Statutes and City of Eagan Ordinances. Bldg. Off. Copies Building Official Variance TOTAL 213' Permit No. Permit Holder Date Telephone #r WATER STWER PLUMBING H.VA.C. ELECTRIC Inspection Date Insp. Comments Footings I / Foundation Framing Rooting Rough Plbg. Rough Htg. Isul. Fireplace Final Htg. Final Plbg, Const. Meter Plbg. Inspector - Notity Plumber Engr./Plan Bldg. Final - 4,kl G.p/LLJ Deck Ftg. % C 7 Ir -1 Deck Final Well Pr. Disp. CITY OF EAGAN Remarks Sc~c = Addition Section 34 Lot Blk Parcel 10 03400 010 53 Owner Street 1315 Carriagae Hill State Eagan,MN 55123 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK • CITY OF EAGAN N2 17697 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100, iO Ji r - BUILDING PERMIT r Receipt # i UU VV To be used for GARAGE Est. Value $11,000 Date APR 11 1 g 90 Site Address 1315 CARRIAGE HILLS DR Lot 1 Block 53 Sec/Sub. SECTION 34 OFFICE USE ONLY Parcel No. Occupancy FEES Zoning X Name ALWIN SCHULTZ (Actual) Const Bldg. Permit 126.00 3 Address 1315 CARRIAGE HILLS DR (Allowable) F.AGA_N Surcharge 5.50 City Phone 454-1594 Not stones _ Length Plan Review 82.00 Name SANE Depth SAC. City z1:2 O~ Address S.F Total SAC, MCWCC City Phone S F Footpnms .101 On See Sewage Water Conn Name On Site Well w Water Meter ~ Address MWCC System v+ City Phone City Water Acct Deposit PRV Required S/W Permit I hereby acknowlege that I have read this application and state that the Booster Pump S/W Surcharge information is correct and agree to comply with all applicable State of Minnesota Statutes and Ci (/,e agan OrdinaAco Treatment PI Signature of Permiteer APPROVALS Road Unit A Building Permit is issued to: ALVIN SCHULTZ Planner Park Ded. on the express condition that all work shall be done in accordance with all Council applicable State of Minnesota Statutes and,,~City 1 of Eagan Ordinances. Bldg. Off. Copies Building Official 111NfLI ki j Variance TOTAL 213.50 1 ~ "/as qi 0 2 8 5 9 ~s<3 $15 60 Reque, D e Fre No Rough-in Inspection Required'? ~ eady Now ❑ WIII Notify Inspector Yes ie<o When Ready'? IIC `,censed contractor ~ owner hereby request inspection of above electrical work at Job Atldreas (StSet. Box or o to No I City [I l~64 Section No Township Name or No I Range III Cc Occup' IIPRINTI Phon No Lei.L lUL Z - J P e! supplier Atldress Electrical Contractor tCOmpany Namel Contractor's License No Harrison Electric Inc. 421867 Mating ACdreas rCon0actor or Owner Making slallWinn i 25 ev da Ave. No. Golden Valley Mn 55427 Au ont 5 dor. w er M Inslallatmm Phone Number 544-3300 MINNESOTA STATE BOARD OF ELECTRICITY THIS INSPECTION REQUEST WILL NOT Griggs-Midway Bldg. - Room 5173 BE ACCEPTED BY THE STATE BOARD 1821 University Ave, St. Paul. AN 55104 UNLESS PROPER INSPECTION FEE IS Phone 16121642-0800 ENCLOSED- REQUEST FOR ELECTRICAL INSPECTION EB-W001-oe li~ See mstructuns Inr cnmp'ailing this form cn back of yellow copy Q "X•' Below Work Covered by This Request a"'I• q 28959 T ew Ark1 Rep r Typeof Budding AppliancesWiretl Equipment Wired Home Range Temporary Service Duplex l Water Heater Electric Heating Apt Budding ryer Other (Specify) Comm /Industrial F nace Farm Alr Contlrtioner Other (specify) Contractors Remarks Compute Inspection Fee Below # Other Fee a, Service Entrance Size Fee # Circmis/Feetlers Fee Swimming Pool 0 to 200 Amps 0 to 100 Amps Transformers Above 200 _ Amps Above 100 Amps Signs inspectors use Only _ TOTAL Irrigation Booms dQ Special lnsp"h'n ' Alarm/Communication THIS INSTALLATION MAY BE O ISCONNECTED IF NOT Other Fee COMPLETED WITHIN 18 MONTHS. 1. the Electrical inspector, hereby Rough-,n Date certify that the above inspection has Finai been made ! L OFFICE USE ONLY This request voo 18 months Iran v%!/So e759 0-45502 Qx ev Request Data ue No Rough-in Inspection Regdi ed' ❑ Reatly Naw Yf Will Notify Inspector 7 - 1467 ❑ Yes No "When Ready' I ICensed contractor ❑ owner hereby request inspection of above electrical work at: Job Atltlress (Street. Sox or Route No City ra 1171s r1-av Secai Township Name or No, Range No County Occupant (PRINT) Phone No Power Supplier Address Electrical Oonha 0r (Company Name) Contractors License No ~ife..S(~c; 3 9S`1 ~ Mailing Address (Contractor o1 Owner Making Insaallanorl WYY Auh ieJo gnature (C to 'Owner Making Installation) Phones Nuumbbeer V I JJ/-tom MINNESOTA STATE BOARD OF ELECTRICITY THIS INSPECTION REQUEST WILL NOT Griggs-Midway Bldg - Boom 5-173 BE ACCEPTED BY THE STATE BOARD 1821 University Ave., SI Paul. MN 55104 UNLESS PROPER INSPECTION FEE IS Plane (612) 642-0800 ENCLOSED ,~/REQUEST FOi ELECTRICAL INSPECTION=tea, EB-00001-0] b'ee inslruclions for completing this form on back of yellow copy 3.4.5 Sm-p- O 2 X" Below Work Covered by This Request ew Add Rep Type of Building AppllancesWlred EquipmentWlred Home Range Temporary Service Duplex Water Heater Electric Heating Apt Building Dryer Other (Specify) CommAndustnal Furnace Farm Air Conditioner Other (specify) Contractors Remarks Compute Inspection Fee Below # Other Fee # Seance Entrance Sze Fee # Circuits/Feeders Fee Swimming Pool ` 0 to 200 Amps 0 to 100 Amps Transformers Above 200 Amps Ab_ovea00'= Amps Signs Inspectors Use Only / o'T Irrigation Booms Special Inspection V Alarm/Communication THIS INSTALLATION MAY BE ORD RED NNECTED IF NOT Other Fee COMPLETED WITHIN 18 MONT I, the Electrical inspector, hereby Rough-in Date, certify that the above inspection has Finai Date been made. OFFICE USE ONLY This request void 18 months from 1990 BUILDING P 4T 1ALICA10N CITY OF KAGAN SINGLE FAMILY DWELLINGS MULTIPLE DWELLINGS COMMERCIAL 2 SETS OF PLANS 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL 3 REGISTERED SITE SURVEYS REGISTERED SITE SURVEYS - & STRUCTURAL PLANS 1 SET OF ENERGY CALCULATIONS (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFICATIONS 1 SET OF ENERGY CALCULATIONS 1 SET OF ENERGY CALCS OF RENTAL UNITS OF FOR SALE UNITS PENALTY APPLIES WHEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING DA~ OF MONTH IN WHICH REQUEST IS MADE. LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED. PERMIT MUST SHOW A LICENSED PLUMBER. 000 MAR 10 REGO To Be Used For: ~~Valua[tion: 7 Date: C ti V Site Address OFFICE USE ONLY Lot Block FEES Occupancy Zoning Parcel/Sub Actual Const Bldg. Permit 1 Z~ s / Allowable Surcharge 5--SO Owner &V ik c q L # of stories Plan Review ~ Z Length SAC, City Address ~~Ji (✓!r' ~S /Y ~/s Depth SAC, MWCC S.F. Total Water Conn City/Zip Code ~~S an ~~a3 Footprint S.F. Water Meter JJ Acct. Deposit Phone ,/s- / q /S` 9 { On site sewage- S/W Permit on site well S/W Surcharge Contractor MWCC System Treatment P1. City water Road Unit Address PRV Park Ded. Booster Pump Copies City/Zip Code SUBTOTAL APPROVALS Penalty Phone Planner TOTAL Council Arch./Engr. Bldg. Off. 4 ~~0 Variance Address City/Zip Code Phone # ,"S .C i 1 ~ i H I j I 5U-o ~3, I E%1ST w4 I 72-V 23G ~ 9E ` I RESIDENTIAL BUILDING Permit Application _ City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5674 New Construction Requirements Remodel/Repair Requirements Office Use Only 3 registered site surveys showing sq. ft. of lot, sq. ft of house; and all roofed areas 2 copies of plan _ Cad of Survey Recd (20% maximum lot coverage allowed) 1 set of Energy calculations for heated additions -Tree Pries Plan Recd 2 copies of plan showing beam & window sizes; poured found design, etc. 1 site survey for additions & decks -Tree Pres Not Reqd l set of Energy calculations Addition - indicate if on-site septic system _On-site Septic System 3 copies of Tree Preservation Plan'rf lot platted after 711193 Rim Joist Detail Options selection sheet (bldgs with 3 or less units -7 CCcrtiYv:~~- •~l r~V-~ Date 2z / 2q / Construction Cost Site Address Unit/Ste # Description of Work rot Property Owner Y~ Telephone # (6~O ~z J - Z I r Contractor Address City State Zip J Telephone # ( 95 _ COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Cateeorv 1 _ Minnesota Rules 7672 Energy Code Category . Residential Ventilation Category 1 Worksheet New Energy Code Worksheet (J submission type) Submitted Submitted • Energy Envelope Calculations Submitted Licensed Plumber Telephone Mechanical Contractor Telephone ) Sewer/Water Contractor Telephone I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; 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 ffapproval of plans. Applicant's Printed Name Applicant's Signature D r2 n , 1 u~ FED 2 41 2003 LI By OFFICE USE ONLY t Sub Types ❑ 01 Foundation ❑ 07 05-plex ❑ 13 16-plex ❑ 20 Pool ❑ 30 Accessory Bldg 02 SF Dwelling ❑ 08 06-plex ❑ 16 Fireplace ❑ 21 Porch (3-sea.) ❑ 31 Ext. Alt - Multi ❑ 03 01 of _ plex ❑ 09 07-plex ❑ 17 Garage ❑ 22 Porch/Addn. (4-sea.) ❑ 33 Ext. Alt - SF ❑ 04 02-plex ❑ 10 08-plex ❑ 18 Deck ❑ 23 Porch (screen/gazebo) ❑ 36 Multi Misc. ❑ 05 03-plex ❑ 11 10-plex ❑ 19 Lower Level ❑ 24 Storm Damage ❑ 06 04-plex 12 12-plex Plbg_Y or _ N ❑ 25 Miscellaneous e40~~ Ou7~ O~ C~~ Work Types b1w ❑ 31 New ❑ 35 Int Improvement ❑ 38 Demolish (Interior) ❑ 44 Siding ❑ 32 Addition _ja, 36 Move Bldg. ❑ 42 Demolish (Foundation) ❑ 45 Fire Repair ❑ 33 Alteration ❑ 37 Demolish (Bldg)' ❑ 43 Reroof ❑ 46 Windows/Doors ❑ 34 Replacement 'Demolition (Entire Bldg) - Give PCA handout to applicant Valuation p Occupancy MC/ES System Census Code Zoning City Water SAC Units Stories Booster Pump Nbr. of Units Sq. Ft. PRV Nbr. of Bidgs Length Fire Sprinklered Type of Const Width REQUIRED INSPECTIONS Footings (new bldg) _ Final/C.O. - Footings (deck) _ Final/No C.O. Footings (addition) _ Plumbing - Foundation _ HVAC Drain Tile Other Roof _ Ice & Water _ Final - Pool _ Ftgs _ Air/Gas Tests _ Final - Framing - Siding _ Stucco _ Stone Fireplace _ R.I. _ Air Test _ Final _ Windows (new/replacement) - Insulation - Retaining Wall Approved By Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total RE: HOUSE/GARAGE MOVE I guarantee I will repair any and all damage to local roadways, utilities, and public right-of-way that may be damaged by this moving operation. Date By. .t MOVER'S PERMIT APPLICATION (FOR BUILDING MOVE) 0 Date of Application: 0 Address A legal description of building being moved: 0 Address & legal description of proposed destination: 0 Check situation that applies: Building presently located in Eagan - to be moved out of Eagan Building presently located in Eagan - to be relocated in Eagan (Requires Council approval) Building located outside of Eagan - to be relocated in Eagan (Requires Council approval) Building located outside of Eagan - to be moved through Eagan to another City. 0 Mover's Name: r~YG ~~7 ~7 Address: q/ 6 ~V 73 Phone # /L(7 EL Mn. Mover's License # 3L 66 submit a copy of license) 0 Highlight origin, route, & destination on current City map. If County or State roads are used, provide copy of those permits. 0 Proposed date & time of move (notify Eagan Police Department). NOTE: Fagan Police will not accompany move until time ooordination has been made with nei&boring municipality. 31 k q& r7 0 Size & weight of structure: '301, ~ 0 0y OFFICE USE ONLY Mover's permit fee permit # Guarantee to repair 3 A ■ G D _ E F ■ M J ,I ■ t ^ ..e i . . . i r i= P'~YEND TA EISNT5 T i A x P I 10 ILI It I - ~ f 1~ ~ s~ / .rte 1/ sew ~r~~ ' 00 _ + , ■ Y 4 r 4tzk a 10 e ! _ ;Yak. I i o %Lr.' o APPLE VALLEY I A70SE MTs'~ I i w. F ■ •Al ~M 1 . . ■ *77 6 -G3 Municipal Notice of Well Permit Application Dakota County Environmental Management Department Water and Land Management Section 14955 Galaxie Avenue West Apple Valley, MN 55124 Tel (952) 891-7011 Fax (952) 891-7031 DATE: January 10, 2003 TO: Tom Colbert/Wayne Schwanz - EM Fax (651) 675-5694 FROM: Water and Land Management RE: Well Permit 03-H172984 Well Type: Sealed Municipality: Eagan Environmental Specialist: Rutten The Water and Land Management Section of the Dakota County Environmental Management Department has received the following permit application for the well described. If you require further review of the application or if you have any questions or concerns about it, contact the Environmental Specialist listed above or our office at (952) 891-7011. If there is no response from your office within 24 HOURS (excluding weekends and holidays), we will assume that you have no objections to the issuance of the permit. Please note that permit issuance is always conditioned on the permit applicant's observance of and compliance with all applicable state, county, and municipal laws and codes. Well Contractor: Maher Well Drilling Date application received: January 8, 2003 Anticipated Drilling Date: Time: Anticipated Grouting Date: Time: _ _ _ Property Owner: Dakota County Parks Dept Well Owner: Dakota County Parks Dept WELL LOCATION: PLS Coordinates: sw 1/4, nw 1/4, ne 1/4, sw 1/4, Sec 34, Town 027, Range 23 Street address: 1315 Carriage Hill Dr PIN Number: 10-03400-010-53 WELL INFORMATION: Diameter: 4 Casing depth: 250 Total depth: 250 Static Water Level: Aquifer: COMMENTS: --'`'PEBBLE F3EAC RWAY G 80FACi-)'WAY i PRE$S PT JLOtKNOB RD DAKOTA COUNTY 1590 HbdY 55 HASTINGS, MN 55033 GRACE D&_ _ j i x. i-. !L01 KNQ8 RD - . `,y S OR CRft COACH CR '$a i'M ua u 6°ia ;°9: ' aP a as m a9 n ivr 1315 ~i~~~4'~~3•z~3~ !,,a~~a+'~ ~,o„ N Y HILL DR Y CARRIAGE Y MEMO city of eagan TO: DALE SCHOEPPNER, CHIEF BUILDING OFFICIAL FROM: JON HOHENSTEIN, COMMUNITY DEVELOPMENT DIRECTOR DATE: FEBRUARY 23, 2004 SUBJECT: BATTERY CASINGS AND ISTS In response to your memo dated February 17, 2004, I agree with the approach you have defined relative to flagging the properties that have been identified as having used battery casings in their ISTS system that could be addressed in the future if the matter comes up. Thank you for your continued attention on this matter. C imium Developmen Director JH/ld cc: Tom Hedges, City Administrator Tom Colbert, Director of Public Works Mike Lence, Senior Building Inspector I r MEMO city of eagan TO: JON HOBENSTEIN, COMMUNITY DEVELOPMENT DIRECTOR FROM: DALE SCHOEPPNER, CHIEF BUILDING OFFICIAL DATE: FEBRUARY 17, 2004 SUBJECT: BATTERY CASINGS IN I.S.T.S. Jon, attached you will find a letter from Barry Schade, Dakota County Director of Environmental Management. Barry has had a number of contacts with Gail McMahon regarding excavation of battery casings on her property at 1429 Lone Oak Road. As you can see by Barry's letter, the County has identified ten sites in Eagan that used battery casings in the construction of individual sewage treatment systems (I.S.T.S.). It appears that four of ten sites are still pending, or casings remain on-site. Based on this information, I believe we should place a warning flag on lots containing battery casings that haven't been mitigated, as well as place a copy of Barry's letter in the relevant parcel files. A warning flag on the PIMS system would allow us to inform individuals requesting permits of this issue. Barry has indicated that sites containing battery casings usually don't need to be mitigated until they are disturbed. Once they are discovered, it is Dakota County's policy to require the property owner to record this information with the property data base at Dakota County. If you need additional information or if you feel our plan of action needs to be modified, please advise. Chief Building Official DS/j s cc: Tom Hedges, City Administrator Tom Colbert, Director of Public Works Mike Lence, Senior Building Inspector c C O U N T Y F-B :i 6 2iJJ4 !Ll Environmental Management February 4, 2004 Barry C. Schade Dire=r Gail McMahon Dakota County Western Semce Center 1429 Vince Trail 14955 Galuie Avenue Eagan MN 55121-1113 Apple Valley. MN 55124 952 891 7557 Fax 952 891 7588 Re: Analytical Results -1429 Vince Trail, Eagan wvw co dakota mn us Dear Ms. McMahon: Enclosed are the analytical reports for the samples of water, house dust, and soils collected from your residence on January 9, 2004. The results indicate that the interior dusts and the well water supply are free of lead contamination. The soils collected from the soil/battery casing stockpile in your backyard contained significant levels of lead. This suggests that lead from the soil/battery casing stockpile has not been transported into your house and has not impacted the well water supply. However, the lead in the soil/battery casing stockpile represents risk to human health and measures should be taken to reduce the potential for exposure to this lead source. While the plastic cover placed over the stockpile has served to reduce the potential for direct contact with the lead, bare soils contaminated with lead are accessible to direct contact or through wind dispersal. We recommend placing additional plastic sheeting on the stockpile to further reduce the exposure to the lead contaminated waste and soils. We also recommend that you limit the use of the backdoor and install additional fencing around the stockpile to prevent inadvertent contact with the stockpile. Also enclosed is the list you requested of other situations the County has encountered where battery casings have been used in the construction of ISTS's (individual sewage treatment systems). If you have any questions, please call me at 952-891-7004. Si Barry Sc ace, Director Environmental Management Department C: Dale Schoeppner, Chief Building Official, City of Eagan Michael J. Tibbetts, Major Facilities Section Manager, MPCA 29-Jan-04 Residential ISTS NAME Site Address City Site T Waste Description Status Site Nurnber=lle Locatloi Complaint Saad & Coury Battery Disposal 7175 Angus Ave E Inver Grove ISTS Battery Chips/Casings Removed 1143 T8 06101/91 Day & Cole Lead Battery Disposal 2961 Lexington Ave S Eagan ISTS Chips Remain on-site 2076 U3 09105/95 Gerhardt Lake (Parks) Disposal 4970 Johnny Cake Ridge Rd. Eagan ISTS Battery Chips/Casings Pending 2696 U33 03/17/03 Schultz (Parks) ISTS Disposal 1315 Carriage Hill Dr. Eagan ISTS Battery Chips/Casings Pending 2632 U34 summer, 03 McMahon Battery ISTS Disposal 1429 Lone Oak Rd Eagan ISTS Battery Casings Pending 2202 U4 11/17/03 Business ISTS NAME Site Address City Site T Waste Description Status Site Number=ile Locatloi Complaint Fine (Union 76) 3159 Dodd Road Eagan ISTS Battery Chips/Casings VIC # PT2710, J. Slahnke 2183 U12 08/07/91 Paridis Inc Battery Disposal 900 Lone Oak Rd Eagan ISTS Battery Chips/Casings Developed 2615 U11 summer-83 George's Golf Battery Disposal 2333 Water Dr. Mendota Hh ISTS Casings on-site mgmt&landfilled 2663 X34 00104/97 Dart Warehouse 2767 Hwy 55 Eagan ISTS Casings Developed 2400 U2 01112/98 Manley Brothers/Oak Bluff 4150 Elhan Drive Eagan ISTS Battery Casings Chem Fixed & Removed 2142 U24 05/26/99 Richard's Place Battery Disposal 4185 Robert Trail S Eagan ISTS Battery Chips/Casings Removed 2167 U24 June,2000 Grand Oak/ Seepage Trench Formerly 2799 Linda Lane Eagan ISTS Battery Casings Removed 2213 U2 10120/98 ~~T CITY USE ONLY ~y p c r~ L _L? 8-L RECEIPT#: SUBD.-ts~~" ~h RECEIPT DATE: 1997 PLUMBING PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612)681.4675 Please complete for: . single family dwellings townhomes and condos when permits are required for each unit backflow preventer for underground sprinkler system FIXTURES EACH NO. TOTAL Shower 3.00 x = Water Closet 3.00 x = Bath Tub 3.00 x = Lavatory 3.00 x = Kitchen Sink 3.00 x = Laundry Tray 3.00 x = Hot Tub/Spa 3.00 x = Water Heater 3.00 x = Floor Drain 3.00 x = Gas Piping Outlet " minimum - t 3.00 x = Rough Openings 1.50 x = Water Softener `for dwellings under construction 5.00 x = Water Softener ' for existing dwelling 20.00 x = U.G. Sprinkler "fordwelling under const. 3.00 U.G. Sprinkler 'forexisting dwelling 20.00 = Alterations ' to existing residence 20.00 = Water Turn Around 20.00 = Private Disposal System ' Oak Cry lic. 75.00 (new and refurbished systems) Private Disposal Systems `Abandonment 20.00 = STATE SURCHARGE TOTAL 1 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 propertylrightof-way/easement. /f SITE ADDRESS: ~ 3 1 S r ~ X.R 14 (,,6 1~ 1 G-L5t Ji21 V£ cn G A) OWNER NAME: At- m I , ~ kyGE J• Se-i41, L:r z INSTALLER NAME: TELEPHONE* /S~/- STREET ADDRESS: CITY: STATE: ZIP: :S2HfiG /G r -e SIGNATURE OF PERMITT E Dc' //%Gi H