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3296 Sibley Memorial HwyCITY OF EAGAN Remarks West 12.31 Pppt of Trots 9 IQ Y9 Addition ETENDRE ADDN. Owner %L 1 4Z-(' rte/ Street Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. jj? 1978 Paid STREET RESTOR. GRADING SAN SEW TRUNK qb 1968 Paid unde r parcel 120 02 SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK OFEAGAN Letendre Addition MN D-'V- 0.-1 Improvement Date Amount Annual Years Payment Rece' Date STREETSURF, 1978 125 .32 12.$3 1 )-78-77 STREET RESTOR. GRADING P ! SAN SEW TRUNK 1.9 6.66 30 'd SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA 160.00 1 elxCluded STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. SUILDIN R. SAC YAA K CITY OF EAGAN Remarks '? 17L'o 5 - I _ IJ-95L F72 Street Parcel 10 00800 011 75 -e,ez, State SS121 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK qQ 196A 9A6 - 74 '4n ID?Ld Mder 110 75 SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK Y OF EAGAN Remarks z-`- Addition f t1_D:rl 8 Lot Blk Owner A Oi`-? Street 3296 Sibley Hwy. Ro9a - Improvement Date Amount Annual Years Payment Rece' Date STREET SURF. STREET RESTOR. GRADING T SAN SEW TRUNK Cfp 6 6.7 Q aid SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA ?J 1977 265,2Q 75 STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN SUILDIN ER, SA Fi K Owner .... U .' ...............4. Address (present) ...... 17.; Builder ......r//...?.e. Address ..... Y?f.,+..--........ EAGAN TOWNSHIP BUILDING PERMIT ,Q.es -l.................... ........ . . ......... ..............Jdle- ...--:4. e ?w ?....-.......... ------ ----- 2.h4 ...... N ---.a.rr.0714 ...... DESCRIPTION X? 2302 Eagan Township Town Hall Date ..•,?-- ...-.. !? ............:.... Stories To Be Used For ve-S oilse 000 Front Depth Heigh! ? Est. Cos! 'Permit Fee r7 ? remarks `/ 26 S ,,rry?? -r ' 6drA? 2- ei /t? s e?. or This permit does not authorize the use of streets, rod, alleys or sidewalks nor does it give the owner or his agent the right to create any situation which is a nuisance or which presents a hazard to the health, safely, convenience and general welfare to anyone in the community. THIS PERMIT MUST SE EP ON THE PREMISE WHILE THE WORK IS IN PR?RESS A This is to certify. !hat ....... ............................has permission to erect a .L N--..P....A. m/..... Q .upon the above described premise bject to the provisions of the Buildin once or Eagan Township adopted April 11, 1955. / .._ ,!. :)............. ............ Per ..................... ........................................................ Chairman of Tnwn Board Building Inspector Eagah Township Dakota County, Minnesota Application for Building Permit PERMIT NO....°.1..`.?.°Z Dale ......1... Z.76 Type .....--- of building or work contemplated. Circle correct descriptions. ?O 06900 O(( 7S Residential Commercial Industrial Other .................................. ......... ...:.-------- . -- ----------------------------------- Build Enlarge AI!er Repair Install Move Wreck Other ........................................................................ Dimensions ...... ?...X ............. Cosl.:.°..-° ............. S_ Details or remarks....... .......... .*.'? _.. tf: ?... - --..I"K:.P _?...:• "..r'":=.-=:i?`"`--`?. °`• Location Number Street Between what cross streets - Siso Est. Valuation Lo! Block Addition Rearrangement or Tract Owner ... ...Q.._Cr/?cuG.....................---...._. Address '1 --'?K°---------'- --......`-'.-'--°---------'-°-"---'-----.._. Contractor .......... ?Q.;i^^.: ` . ....... .......................................... -. Address The undersigned hereby makes application for a permit to $ /b do work as herein specified, agreeing to do all work in strict Total fee collected. accordance with the building ordinance adopted April 11, 1955 by the Eagan Township Board of Supervisors. Permit fees are not refundable. ....................... ............._... _............................................ .....-----........ Signed EAGAN TOWNSHIP BUILDING PERMIT Owner ..... L.._I....1 '5........ f-._,..,--------------- Address (present) ._yRd ........ .............?'?_...c?.?^.y, Builder ... ....... . ... -r--......?.p...,..?'.?J?.'. QO?.t.....---- Address ....----- r.'<1.r1._?.... ?.--....?...-- O DESCRIPTION N° 1403 Eagan Township Town Hall Date 466....... Stories To Be Used For Front Depth Heigh! Est. Cos! Pe rmit-Feel Remarks ) er /10 V LOCATION Street, Road or other Description of Location Lot I Block I Addition or Tract (p 0000 N l `j S This permit does not authorize the use of streets, roads, alleys or sidewalks nor does it give the owner or his agent the right to create any situation which is a nuisance or which presents a hazard to the health, safety, convenience and general welfare to anyone in the community. THIS PERMIT MUST B EPT ON THE PREMISE WHILE THE WORK IS IN PROG/RESS. This is to certify, Thal. -.7-A- i.1... :.....................has permission !o erect a.ljM u.[. r..:_!?:....//pt...-upon the above described premise subject to the provisions of the Building Ordinance for Eagan Township acted April 11, 1955. ..........................__............. Per .........-..... ...... g...................... Chairman of Tnwn Board Buildin Impactor a 'Q /0 6oFSvv aid 7S TOW OF HAGAN 3795 Pilot Knob Road St. Paul, Minn. 55111 PERMIT NO.: 20 The Board of Supervisors hereby grants to Genz.MR-Yan_.P11mmbii d,.Reaiing Co. of Rosemount Minnesota 55068 a Well drilling Permit for: (Owner) Sam Ciresi _ at 3296 Sibley Memorial Highway pursuant to application dated September $}.7Q7Q____.____ _• Fee Paid: `$10.00 Dated this 10th day of September _/ 197,0-• Building Inspector /1 66 ?6 6 ILI TOWN OF EAGAN 3795 Pilot Knob Rcad St. Paul, Minn. 55111 PERMIT NO.: 28 The Board of Supervisors hereby grants to Sam A. Cerisi_ 610 -2J? of 3296 Sibley ?em. Horn, a ceptic__t;znk_and ceas,Vgol-__ Permit for: (Owner) same at pursuant to application dated October 29j._1970 Fee Paid: 10,00 Dated this 30th day of October , 19_10 Building Inspector w EAGAN TOWNSHIP N° yy? D /J BUILDING PERMIT Owner ---............../??l..':'=p=?'i-- ....................................... ..-. Eagan Township =3 a::: f2..---...a ^!'? ---------------- Town Hall Address (present)) ......... Builder .----....-..L91.L ..s? ...... n 4: ..:...................... ... Date ................... Address ---------' .................'-----........------"---...----........._---........-----..... DESCRIPTION 1678 Stories To Be Used For Front Depth Heigh! Est. Cost Permit Fee Remarks /V LOCATION or cu ?`j 5 I pct ?S This permit does not authorize the use of streets, --roads,-alleys or sidewalks nor does if give the owner or his agent the right to create any situation which is a nuisance or which presents a hazard to the health, safety, convenience and general welfare to anyone in the community. THIS PERMIT MUST BE KEPT ON^THE PREMISE WHILE THE WORK IS IN PROGRESS.. This is to certify, that ----- -ed....... 1 :......... ..........................has permission to erect a...... el_ w..... ....`'? ? -............upon the above described premise subject to a provisions of the Building Ordinance for Eagan T nship !gdopled April 11, 1955. 4 --cct'E J Lit ? ..... .. .. ....:... ..._?.cF, :F: ?---...... Per .._....---. .....:. ....-.-... .'."----B'....uil...--g ....._C lrman of nwn Board din Inspector eL 1 nl V) rl- 0 0 0 0 0 0 " Loty" Blk PID # Plat 10"0060oo-011-75-- Sewer/water permit # - Date -31z l Receipt CITY OF EAGAN 1996 SEWER & WATER CONNECTION CHARGES EXISTING RESIDENTIAL PROPERTY Sewer connection charges Sewer availability charge (SAC) $1,000.00 Date previously paid Receipt k Account deposit 15.00 Sewer permit & surcharge 50.50 Subtotal $ 1,065.50 Water connection charges Water availability charge (V C) $ 760.00 Date previously paid Receipt # Account deposit 15.00 Water permit & surcharge 50.50 Water meter 107.00 Treatment plant 396.00 * Plumbing permit & surcharge 20.50 Subtotal Tap * Plumbing permit & surcharge Total Tap Total Sewer & water connection charges Sewer availability charge (SAC) $1,000.00 Date previously paid Receipt # Water availability charge (WAC) 760.00 Date previously paid Receipt # Account deposit 30.00 Sewer & water permit and surcharge 100.50 Water meter 107.00 Treatment plant 396.00 Subtotal $2,393.50 * Plumbing permit & surcharge 20.50 Tap(s) - Total $1,328.50 20.50 * A plumbing permit is also required. It will be issued only to a plumber licensed with the City or to the homeowner if he is actually doing the work. Property owner Ale-A?cd -?GrrS S/a hz4 / aff?'s Address ,LL d/r ?EU A Phone no. ?f??o2- 79d`v? [?a r ?H ? ?o n e.s Plumber OFFICE USE ONLY PRV No. of taps 0 Waalpr 7/?.iK I co?' Assessments f1 tr-6 e d., rYO7 1.•1 a? '{'o Waiver oar r? ca'?• 441 ,? SPECIAL ASSESSMENT SEARCH SUMMARY AS OF: 03/21/1996 PROPERTY ID: 10-00800-011-75 SEE COMMENTS S/A# ASSESSMENT DESCRIPT. YEAR TM RATE P99999 POSTPONED ASSESSMENT 0000 10 0.0000 ------ SUMMARY OF LEVIED ****** 1996 P&I CERTIFIED ------ SUMMARY OF DEFERRED ------ SUMMARY OF CLOSED ------ PENDING ESTIMATE TOTAL ANN.PRIN. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PAYOFF CD PN 0.00 Press ENTER; or F1, F4, F5, F7, F8 Main Prev 2 72 Next S/A Go To Exit Menu Page CN Page COMMENTS Legend 15:12 CAPS OF EAGAN Owner Improvement Date Amount Annual Years Payment Rece' Date STREET SURF. AILZI J S _ STREET RESTOR. GRADING SAN SEW TRUNK d(O 1962 p. 7 0 ai.d SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA 3 1977 20 965. 1 Q! - STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN BUILDING-PER. SA RK CITY OF EAGAN Remarks alk Parcel 10 00808 011 75 Addition SECTION 8 Lot 55121 Street State Owner 'r r. /.' / Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK q SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK P5 -T u i o2 ?--I p 7 0 -02 033-02 y 8o-oZ g ti Z f dye 0 ?1 p,ljf r' ? -- u 0 Oa tag 1 I-Vf 1 37 S ?ol 53 60 04 5 - /o Dorid a/o 7?? MASTER CARD F- r -I LJ OWNER STRUCTURE AND LAND USED AS f A7yx?t To.a ofGa? Issued To Permit No. Issued Contractor Owner BUILDING ,3O z Cl '?' ?D F,1 JO /of 9 #yd ? i ??d.r PLUMBING CESSPOOL -SEPTIC TANK .? WELL ELECTRICAL HEATING GAS INSTALLING SANITARY SEWER OTHER OTHER • CJ Items Approved (Initial) Date Remarks Distance From Well FOOTING SEPTIC FOUNDATION CESSPOOL FRAMING ,? a • Q . TILE FIELD FT. FINAL ELECTRICAL _ DEPTH HEATING OF WELL GAS INSTALLATION SEPTIC TANK CESSPOOL DRAINFIELD PLUMBING WELL rA^yD^7 SANITARY SEWER Violations Noted on Back COMMENTS: (?..1 14 - ? /D - OoBDD - D// - '15 January 4, 1997 Marv Silverman Burnet Realty 4100 Berkshire Lane Plymouth, Mn 55446 D E (Ed) Samuelson 9757 123RD St East Hastings, Mn 55033 437-6310 RE:" Septic System & Water Quality @ 3296 Sibley Memorial Highway Eagan,--Mn - - --- - To Whom It May Concern: The septic system at the above address was inspected by myself on December 30, 1996. The house was built in 1948 and the original septic system is still in use. My inspection reveals that this system consists of 3 tanks. The first tank is a septic tank and the 2 additional tanks are seepage pits. This system is NOT IN COMPLIANCE. See MPCA report, flow chart, and excerpts from Dakota County Sewage Ordinance which is attached. The well was sampled for water quality. Lab tests performed were tests for nitrates and coliform. See attached lab tests. The water delivered by the well does meet minimum state standards for water quality for Nitrates and Coliform bacteria. IF YOU HAVE FURTHER QUESTIONS REGARDING THIS SUBJECT PLEASE EELR TO CYNTACT ME. D E SAMUELSON MPCA #276 Enter Property lrirnnesota rollullon t,ontrol Agency (M MA) Q.. Is the Individual Sewage Treatment System in compliance? Locare tank(s), soil treatment system, well setbacks, buried lines Immediate or adverse threat to public health or safety? YES (as defined by regulating authority) ............. • ........... ............................ ........................ for signs of an unsafe environment re)ateti to ISTS - NO [ Visual, smell Sewage backup into dwelling or other establishment? - YES ....._ Talk to homeowTCr, look for signs of discoloration - NO around drains, wails and furniture [ Visual! ? in `: -Ca ? ?lting ......................... Ground surface dischar e? g •-----• YES -•-• Wet area in the yard, sLmehr pipe to ditch, sewage odor, an NO tan-mowed area, eareGs !Visual, smell, dye trace samplings Surface water discharge? ----------------- ---------YES •-- ............... ............................ ----- Straight pipe to water, sesva2.i odor Visual. smell, dve trace san;piing; NO Seepage pit_ cesspool; leaching pit or drywell?? ---YES -------- .........................__..------.-------- Pr ube bottom of tank for solid bottom and side., e%amioe pumped NO out tnnktsl ! 12-16- probe, pumper. sh.ovel. ArdyEtPl Less than 3 feet of separation beneath the soil treatment system --------------YES ............................................... to saturated soil or bedrock t Complete soil ^r.-i ?.?s for entire es. iucnte depth of mottling NO .huger, bocksaver, munsell color book 1, ADDITIONAL REQUIREMENTS FOR MORELAND AREAS Built to all applicable Shoreland !anagement Standards in effect? (DNb YES 1 I t t t 'yal in ._ --------------------------- Verify- construcrian with local ordinance I I Minimum Equipment Needed Note: This is a minimum designation per state laws and rules. Local ordinances may diffa. Site Sketch: N Please Indicate the location of. Well, well setback to system, dwelling or other establishment. tank(s). soil treatment system, reserved soil treatment area, curtain drain, property lines, waterways, and buried lines (those NOT installed by the utility). Include sizes and length and approximate distances from fixed reference points such as streets and buildings. Please attach as- built drawings, inspection reports, Certificat(s) of Compliance and Notice(s) of Noncompliance, if alvailable. ti Soil Borings (BR #): Locate each boring on the map above, indicate on the right of the column the soil texture, structure, color, depth of each different soil type, evidence of mottling, bedrock and standing wateiI. Also indicate if the material is fill. BR# BR# BR# BR# BR# BR# V RECORD DEPTH OF MOTTLING, SEASONAL HIGH WATER (AS DETERMINED USING THE MUNSELL COLOR BOOK) OR BEDROCK , ON ABOVE LINES Comments: What needs to be completed to bring the above system into compliance if found not in compliance? Minnesota Pollution Control Agency (MPCA) Inspection Form for Existing Septic Systems () Bedroom or bathroom addition O Variance IDENTIFICATION Property Owne Site Address V-' DItAk'T . gComplaint Zip CodeS_,%Imot / ? County ?A-4 Property Transfer Fire No. Township Name ()Other Is system opened up? Y (?f Full Partial Contractor/installer name: SYSTEM 14fi( ! w/ Has teak(s) ever bees pumped? Y N Year System Built: f If Yes, how ohen7 For what reason: Oroutinely O basement backup0 sluggish plumbing 0other Any repair done on system? Y N What - When By whom Usage: O other establishman?1111'dweliing O seasonal Oother No, Bedrooms y L_ No. of occupants' Water using eppliancesrXClothes washer ODishwasher0 Garbage disposal ()Whirlpool bath JILWater conditioning unit OSelf-d7 humtd(tier in furnace Nearest Surface Water: -'3f0It from which rYPe ofsurface water O riverOlakeO streamO other /Ji:!`r-^? cr /F/• (Check ap?p?ro?,priate sower system component and Indicate location on site Aach on back of form). Ta k 4, z TankfU Matarlal• SalLTreatmcnt System: Other: )!?Septie tank _ Fiberglass _ rock trench _ alternative system (identity type) _ Aerobic tank _ Plastic _ gravelicss trench _ experimental system (identify type) _ Pump tank _ Metal chamber trench other (identify type) _ Holding tank Z[ Concrete _ seepagc bed a? E ' j /\ i le 1Z _ a _ Other _ mound _ at-grade +4 tj pjk Tank(s)Size: : Soil treatment area size(s): i COMPLIANCE INSPECTION* Is her or has there ??r he- w vid n of Discharge of sewage to the ground surface? Discharge of sewage to a surface water?. A seepage pit, drywell, cesspool or leaching pit? Less than three feet of vertical separation between the soil treatment system bottom and saturated soil or bedrock? Sewage backup into dwelling or other establishment presently occurring? Situations with the potential to immediately and adversely impact or threaten public health or safety? • if YES was answered for an of the above questions, the Based on the compliance inspection conducted above the system status is this document is a of Compliance OR compliance therefore, C .RTIFI CATION 1 hereby certify as a stale of Minnesota licensed Inspector, Designer I or Qualified Employee that my observations recorded on this form are accurate as of the date at the top of this form for the site stated above. No determination of future hydraulic performance can be made due to unknown conditions during system construction, future water usage over the life of a system, abuse of the system , and/or inadequate maintenance all of 'which will adversely affect the life of the system. i > Inspector's namef/; C-. l,.,f r? .f Phone No.? -'d License and/or Registration Number p ease pi-11 Inspector's signature -r'?+?-?? Date Response . YES YES 5 NO YES to Minn. R. ch. 6 r- 9 731 LEGAL DESCRIPTION: C I T Y O F E A G A N CERTIFIED LISTING OF POSTPONED SPECIAL ASSESSMENTS Section 8 Twn 27 Range 23 Pt of Govt Lots 6 & 7 Lying E of Hgwy & N of Line Beg 1394.24 Ft N of SE Cor Sec N 86D 51M 46S W81 Ft N 61D 2M 46S W 132.9 Ft N 56D 42M 46S W 164.48 Ft & there Term 'Ex Beg Same Pt of Beg N 89D 05M 14S E 12.31 Ft to Pt A thence to Beg N -86 D 51M 46S W 81 Ft N 61D 02M 46S W 132.9 Ft N 56D 42M 46S W 42.60 Ft Thence to Pt A & There Term. COUNTY IDENTIFICATION NUMBER: 10 00800 011 75 POSTPONED SPECIAL ASSESSMENT: Water Area Assessment Pursuant to M.S.A. 429.061, Subd. 2, as amended by the 1980 Session Laws, Chapter 560, Section 5, I hereby certify that the City of Eagan has approved the postponement of the special assessments as set forth above on the property described. Dated this ?T V day of Su y%4- 1984 EXEMPT FROM STATE DEED TAX STAMPS. emDt from State Deed Tax This Document Drafted By: 11 City of Eagan ?/ 3830 Pilot Knob Road Dakota Courty Eagan, MN 55122 City14lerk/Finance Director Certificate I; : E. J,.,.,4a:n0verbeke, City Clerk of the Cit of Eagan, do Hereby certify. that-•fhe foregoing is a true or e t co rdt anOver eke, City Clerk STATE OF MINNESOTA County of Dakota Ss. Office of Ceu;ll Recorder This i c ccrtifv that the wifAin instr me t r!as f91e:d or recur?j' ?n = on the/ thiMA day D. 1`? f,7.1 and that a the same was uiy recorded in Dakota C:)unty Records. n JAMES N. DOLAN Recorder ?L .cam 11 ' city of eagan THOMAS EGAN Mayor PATRICIA AWADA BEA BLOMQUIST SANDRA A. MASIN THEODORE WACHTER Council Members January 23, 1997 THOMAS HEDGES City Administrator F. J. VAN OVERBEKE City Clerk VIA FACSIMILE - (550-7595) PAT KINSBACH BURNET REALTY RE: 3296 SIBLEY MEMORIAL HIGHWAY LOT 011, BLOCK 75, SECTION 8 Dear Pat: This letter is a follow-up to our telephone conversation of January 23, 1997 wherein I advised you that the City agrees to accept installation of two new septic systems and drain fields on the above property if installed according to Minnesota Rule 7080, On-Site Systems. Sincerely, C'J William Adams Plumbing Inspector WA/js cc: Doug Reid, Chief Building Official MUNICIPAL CENTER 3830 PILOT KNCR ROAD EAGAN, MINNESOTA 55122-189"1 PHONE: (612) 681-4600 FAX: (612) 681-4612 TDD (612) 454-8535 THE LONE OAK TREE THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity/Affirmative Action Employer MAINTENANCE FACILITY 3501 COACHMAN POINT EAGAN, MINNESOTA 55122 PHONE: (612) 681-4300 FAX: (612) 681-4360 TDD'.(612) 454-8535 L al- BL ` SURD //9 - OP800 -O// - CITY USE ONLY RECEIPT #: 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 tcwnhomes 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 -1 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 ' fnr dwelling vnder const 3.00 = U.G. Sprinkler ' for existing dwelling 20.00 = Alterations ' to existing residence 20.00 = Water Turn Around 20.00 = Private Disposal System ' Dak Ctylic. 75.00 = 75'- (new and refurbished systems) Private Disposal Systems' Abandonment 20.00 = STATE SURCHARGE .50 TOTAL -2-L- -So 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 applicants 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. c? J' 16. -m ts x SITE ADDRESS: OWNER NAME: cell INSTALLER NAME: TELEPHONE* ?6 D9? STREET ADDRESS: &) CITY: A6L; ? _ STATE: IXdl - ZIP: ; C-GJ- `/ ? /aoc ??2 C io `9? SIGNA RE OF PERMITTEE RAYMOND E. HAEG PLUMBING, INC. 7226 CEDAR AVENUE SO. MINNEAPOLIS, MINNESOTA 55423 TEL. 866.6092 SITE EVALUATION AND DESIGN FOR: JEFF JOHNSON RESIDENCE 3296-SIBLEY MEMORIAL HWY. EAGAN, MINNESOTA GUEST HOUSE By: Raymond E. Haeg Plumbing, Inc. Raymond E. Haeg Wayne E. Haeg License #277 7..??..,.- F? Fnmae Jeff Johnson P ?rih lfo\f? 9ineS? flckSe Y # ??-- PERCOLATION TEST SHEET - Vmr ` Use hole location 7 }Tole a ?etc ? Date test halo was prepared 07 Depth of hole bottom: 30 inches Diameter of hate _ t7n Inch" S ep Data from last holy i - ed pt6,lRehes soil te: ,cart San I /eavn a c .>? 4Ai jaIa1 color gin L4 vt i??i)rv Method of saakhing sidewall: A a-0 $ Depth of pea size gravel in bottom of holes Dab and hear of initial water fppngs $ 3 J }? lYl Depth of initial wake f l1In - a above hole botbm Method Reed to mainbyr 7r of water depth in hole for {hoar: ?i 0 5 reeoleeleR but eoadaebd by; lJu?y h c ?-{., t,; Pereolalien tat etaeted u ? atasimam water depth above hole bottom daring inches -? TIC INTERVAL (MINtfT68) WATER DEPTH WATER (*UDROP atin) WATER DROP ( salmal) PERC RATE CALCULATION L 5 a*wt1T ?U= %y 'rmw • gmz; vaa+rA 42-L RapIILL ?-L I • • • RaliLL 7- 1 I. ' ?_ ?IEBg C r ? ZL S ? S ?y ?r?'--saap-7t?D caw) 7c Raln.L 1! _? 1iGLZ ?:__?_ g 'r158i' • '>SRaF m 7IDCL" Raltit _____??? _ F ? (Deewetr ?IDCd• RaFILL (_ -Mw1<?-PMXL- RaliLL• a n7.el..ub COeIOlllla WHOM 1as.t7 maO.1H wa.$ HfNa?l S7s?1 "Sam 1Qs.$ wSaM Haan 1WHen 31Ia.1H twain men 1WHsA Tea Pewe tt Cakulatioa' A,B.C B,C,D •.-r?r7 sr?rs araca? r 0.10 _ w- a r 0.30 _ ' C,DOE O,E,F t+:.?e+i'7s'jTZ,y= .wr . t ?+•.•• . t! w.?.T"1D?? aR?A:wa'ars?R a 0.30 _ .... ?. . 0.ao _ E,F,G F,G,H - D?'RF6? rs?R ..- - w 0.10 _ s O.ao _ It the top number In each set of boxes is larger than the bonorNaRlrnbar then tak0 another M*dinp 1 the lop number b equal or arnallor than bottom number, averapi three numbers for the pore rate. 26 PL . Rya pt Fnmae 32 1 e, ,ley r'?'Vf:MCI-"al H1_9k?y "Jeff Johnson JlneSf- lNp?ie - PERCOLATION TEST SHEET - Test hole location _ Hole • PClC Z Date test hole was prepared: 611,14 7 Depth of hole bottom: ?•• U inches Diameter of hole. ?o inches - Soil Data from test hole: depth, inches C3 -3 -2;3 soil tex%re: <a V% loalnl soil color black 6ro ?/ Method of scratching sidewall: i1 a.,, /$ Depth of pea size gravel in bottom of hole. 11Y inches Date and hour of initial water filling: `a ? 10-A t'°•! Depth of initial water filling Z above hole bottom Method used to maintain 12' of water depth in hole for 4 hours: /1o5 d ?m , Percolation test conducted by; W `'Y"` e I? U ec Percolation test started at /.'O1 (am/ Maximum water depth above hole bottom during test. I9 inches TIME INTERVAL (MINUTES) WATER DEPTH WATER DROP WATER DROP i d l PERC RATE CALCULATION . (traction) ec ma ) ( L/ ?•0 START --- --- ------ -? r -?Z- 1/y '- DROPA -?F (IJ-e:md) -- ------ ---------- REFILL 11_ zl- L _ _ B ? T? DROP PER - 1 '• 1 REFILL ' 6 F_ ---?+--_- _ _ __________ _ T ME DR P-' LT? ZZ REFILL -7 3D L --_ _LZ----- + 1 /L _ T[ME. {TE?RC _ --- __________ (Decimal) r 37 REFILL /' 37 h • _L?%__ J ?/ _ TIME DROP PERC ____ __ ---------- ---------- Decimal REFILL TIME DROP PER -------- -------- ---------- ---------- (necimaU REFILL G - ________ ________ __________ __________ C nscima\ REFILL ________ ________ TIME nNOP PERC Ten Percent Calculation R.B.C m46? . 0.10 - C.D.E n\- dl M . 0-10 - E,F,G"- o. f o _ ? 111 waveniolls 1116=Z 116=.13 7116 =.19 1142.25 5116 =.M 316=.38 71162.44 112 :.5 9116:.56 54 z.63 11116=.69 314=.75 13116 = dt 719=.66 141' =.94 . 0.141 - D,E,F rrµerL /fir mrll.•r?sal ..r 1>V V F.G.H . 41.1.1 - '. \nr rr\ .. t . 0.1e - - It the top number in each set of boxes is talger-th-an the bottom number then take another reading. If the top number is equal or smaller than bottom number, average the three numbers for the pert rate. Fnmae 'Jeff Johnson 3Zq(a 5 bl?y Vl1em o?-ra? ??9halay j ties 4- housZ - PERCOLATION TEST SKEET - o? - 147 Test hole location Hole a TD'S ?' I Date test hole was prepare d: Z Depth of hole bottom: (c inches Diameter of hole. E7 inches Soil Data from teat hole: ° depth, inches soil texture: soil color 3 .i;C(PI V roar,. Qca,C.i . lja.a rnw ?N i71 e it,.M Lr0W r, Method of scratching sidewall: Depth of pea size gravel in bottom of hole: inches Data and hour of initial water filling: Depth of initial water filling: above hole bottom Method used to maintain 12" of water depth in hole for 4 hour: Percolation test conducted by, Percolation test started at (am I pull. Maximum water depth above hole bottom during test: inches INTERVAL WATER WATER WATER DROP PERC RATE TIME (MINUTES) DEPTH DROP (Traction) (decimal) CALCULATION _ START ________ r E DROP PERC A -------- ________ ---------- ---------- (Decimal) REFILL ----- -------- ------ _ TIME DROP PER --- -- __________ __________ (Decimal) REFILL -------- C -? ________ ________ ---------- ---------- TIME DROP PF_R _ REFILL -------- _ D TIME. DROP PERC -------- ------'- (Decimal) REFILL -------- E __ -------- TIME DROP PERC -_____ __________ __________ Decimal REFILL TIME -15--P PERC ________ __________ __________ (Decimal) REFILL -------- -------- REFILL __------ D __-_____ ________ TIME DROP PERC __________ __________ (Decimal) F1,B.C recce o m ..5-?TToT'7Cr'C? urine ado 10•i.?.. : 0.10. C.D.E E.F.G- me es--n-?rrrm:' x 0.10 s?rc' rPa.?a eT'7iL'D mr u . 0.141- 0. E,F . 0.111- IF .G,H e?-7r- ate.-oTEF•a; • o.ao ? I l m5--77?Tr'Cir : e.an - 11 the top number in each set of boxes is larger than the bottom number then take the top number is equal or smaller than bottom number. average the three numbers Ten Percent Calculation' -I E17 C: conversions 1116aX 118-.13 3116-.19 114:25 5115231 316-.36 7n6:.44 iR-.S 9116=.56 54-_S3 11116:.69 314 s.75 ty16- Al 716=.66 ly1f = 94 ther reading. It the perc rate. Fnmae Jeff Johnson 329E 5;lotey a"1erolor a? INDIVIDUAL SEWAGE TREATMENT SYSTEM WORKSHEET FLOW A. Estimated 3 y gpd measured x 1.5= gpd SEPTIC TANK VOLUME B. / beo gallons SOILS (Site evaluation data) C. Depth to restricting layer = + S feet D. Maximum depth of system C - 3 ft = t of feet E. Texture I o w a Percolation rate 3 5 MPI F. SSF ,83 sqft/gpd G. Slope j-/o °/n TRENCH BOTTOM AREA H. For trenches with 6 inches of rock below the pipe: A x F = -300 x1 A3 --c212 sgft of bottom area 1. For trenches with 12 inches of rock be,Jow the pipe: A x F x 0.8 = 30o x , 93x 0.8 = L2 sq ft of bottom area J. For trenches with 18 inches of rock below the pipe: AxFx0.66=_x_x0.66=sgftofbottom area K. For trenches with 24 inches of rock below the pipe: AxFx0.6=_x_x0.6=_sgftofbottom area BED BOTTOM AREA L. For seepage beds with 6 or 12 inches of rock below the pipe; 1.5xAxF=1.5x_x_=_sgftofbottom area ROCK VOLUME IN CU FT M. Rock depth below distribution pipe plus 0.5 foot times bottom area: M =Rock depth + 6 inch x Area (H,I,J,L,K) (L + 0.5 ft) x T = 360 cu ft ROCK VOLUME IN CU YDS N. Volume in cu ft divided by 27 M+27=cuyds30D+27= f I cuyds ROCK WEIGHT 0. Cubic yards times 1.4 = tons N x 1.4 = tons " 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 199+ 3 = 67 lineal feet Q1. Gravelless Design A x F + ( 3 for 10" pipe, 2 for 8" pipe, width of the Chamber) -X-+-= feet LAWN AREA R. Select trench spacing, center to center = _ feet S. Multiply trench spacing by lineal feet R x Q = sq ft of lawn area _x_=_sgft LAYOUT (Use other side) 1. Select an appropriate scale; one square = 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. 6. Dimension all set backs and separation distances. H:Shwo.y 5...es+ tlokse Estimated Sewage Flows in Gallons Number ITypel 11*U IType Ul I Type 3W 225 o Ig yyb 30D 218 offt 4 600 375 256 values 5 750 450 294 i 6 900 525 332 n Type 1, 7 1050 600 370 Uor 8 1200 675 401 W oDh w Septic Took Capecides (in gallons) Number of Minimum Liquid Liquid eapacityw4h Bedrooms Capacity garbage disposal 2 or less 750 1125 3 or 4 1000 1500 5 or 6 1500 2250 7.8 or 9 2000 3000 Soil 1 acterisda and Required Artist for Ses e7Yratmeal Percolation Raw in Square Minutes ppeer locb Soil Tnawrc r«r per Oloo tMPll P" day Fsuer than 0.1 • coarse Sand 0.1 w5 sand 0.83 0.1 w5 Fine SaW-- 1.67 6u,15 Sandy Loam 1.27 16 to 30 Loco 1.67 31 to 45 Silt Loom 2.00 d6 w 6o clay Loam 2.20 Swwerth=60•a• clay Soil ran come fw sewage Ywrrrn:N 6 inches= 0%, Reduction* .12 inches= 20% Reduction 18 inches= 34%. Reduction 24 inches= 40% Reduction sizing for graveness trench Geotextile Fabric 1 2- Rock Cover 4" Dist. Pipe 6-24" Rock 3/4-21/20, 18-36' width CITY USE ONLY L ?_ 8L 1 ? RECEIPT#: SUBD. 0- 00800 - /- ';7$ RECEIPT DATE: ?J C60" 19 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 - 1 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 ' for dwelling under cont. 3.00 = U.G. Sprinkler ' for existing dwelling 20.00 = Alterations " to existing residence 20.00 = Water Turn Around 20.00 = Private Disposal System • Dak Cry lic. 75.00 = (new and refurbished systems) Private Disposal Systems' Abandonment 20.00 = STATE SURCHARGE .50 TOTAL ?? b 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: OWNER NAME: INSTALLER NAME: STREET ADDRESS: CITY: 1?G 'K. zu ?- y&4 C=9-97 fJ•'";? ?,Gl? TELEPHONE #: g 6 6 6 O9x- STATEN ' ZIP: S rtS i/ 10 SIGNA URE OF PERMITTEE RAYMOND E. HAEG PLUMBING, INC. 7226 CEDAR AVENUE SO. MINNEAPOLIS. MINNESOTA 55423 TEL. 866-6092 SITE EVALUATION AND DESIGN FOR: 6296 MIOBLEY ME HWY. EAGAN, MINNESOTA MAIN HOUSE By: Raymond E. Haeg Plumbing, Inc. Raymond E. Haeg Wayne E. Haeg License #277 Fn- . 1J z `/ (" 7r brc7 1•ICrvt v. r / 1r? wKy ar?? (141 Se hi Jeff Johnson k?a+ yn e, !-j 277 - PERCOLATION TEST SHEET - Test hole location Hole N e r c Z A Date test hole was prepared: b ? Q Depth of hole bottom: O inches Diameter of hole. inches Soil Data from lest hole: 00"K depik inches &oilaileolor 6-3 .577V tac, 1.1-?0 Cynr Y loot rot (-?dO in Method of scratching sidewall: n O L, 13 Depth of pea size gravel in bottom of hole: / inch" Date and hour of initial water filling: q". 3 o Depth of initial water filling -2 zZ above hole bottom Method used to maintain 12" of water depth in hole for 4 hours: h a S ,P- Percolation test conducted by, LJ a y o, A e I-? a -C c? Percolation test started at (am pml Maximum water depth above hole bottom during test: 19 inches INTERVAL WATER WATER' DROP WATER DROP PERC RATE CALCULATION TIME (MINUTES) h DEPTH (traction) (rtaelmal) I?/ 3 / ?5 ? L START ?IMe DROP r A (Oaeim.q , _ ?l REFILL d C/ _ _ - ---------- (Decitn.l) I r5- RE LJf FILL _ - -/3--'LY- C DROP PFRC REFILL -19 rJ / 1 ?j ?3 7/ y 4 TIMt DROP - - REFILL ________ TIM az DROP T-e Rf __________ Decim.l - REFILL _ F TIME DROP PFRC - -------- -------- ----- ----- (Oecirnrl) - REFILL ________ /?? (h z' _ G -------- -------- -------- (D..irrvotl) REFILL -------- H - __-_____ -------- TIME ORO)' II:RC ( ecim.l) Ten Percent Calculation' R,B,C mr awn-?t-r-« oTictrc It 0.10 - C,D,E 0.10 - E,F,G- ...-?- tr- a F 1,.s r - . 0.10 - Conversions 1116--45 IX=.13 Y16 =.19 114 = 25 5116 =.31 are=.36 7116 a44 1R=S 9116=.56 516:93 11116 =.69 314=.75 13116:91 716=96 W,=94 B,C,D -ergot o-r-rr ) _ mrc?Tra-n . 0.141- D,E,F ..rt .•c-i a orrrrr . 41. 10 - F,G,H ri trio %?p numuer m eacn set w poxes is larger in; 5-II... . .TFR:rt . n. t o - n thw t ttnm numhwr then talrn a "that roarlinn It the top number is equal or smaller than bottom number, average the three numbers for the pert rule. Fnmae ?j -Z Sib1Ly evaor;a.l H5l ala? Jeff Johnson i)1a10 AOr S-e- PERCOLATION TEST SHEET - Test hole location Hot. # erG• / Date test hole was prepared: 1O /?a9 Depth of hole bottom: 2 inches Diameter of hole. /2 inches Soil Data from test hole: -Wft depth, inches soil texture: soil color coU V b'I?c.k ti - s• C, Ck L - ZC> cu r. `f loaw. 1•,rawti Method of scratching sidewall: /1 ?, r $ Depth of pea size gravel in bottom of hole: / inches Date and hour of initial water filling: cl 3 C, Depth of initial water filling; 2 Z- above hole bottom Method used to maintain 57' of water depth in hole for 4 hourl: 05 e Percolation test conducted by; W h Percolation test started at ! - y2- (am pm) Maximum water depth above hole bottom during test. 7 7 inches INTERVAL WATER I WATER DROP WATER DROP PERC RATE CALCULATION TIME (MINUTES) DEPTH (fraction) d /ya START __2_?___ - - - ?rA A 1-Y ---- " ---------- ---------- P TIME D REFILL 2?// 13 REFILL --?--- . 4r ---5--__ --/•Y ___ ____ . _ DIME DROP PERC Z_OS REFILL __Z'S:___ D T[MI. DROP i'[ ----- ---------- - REFILL -------- _ F+ - TIME _ DROP PERC RC)p - -------- -------- _______ De.13 - REFILL l • l[ME UKOP PERC - -------- -------- - -.`---- ---------- G - REFILL -------- - 'riti+C "6k5a T _ -------- ________ _________ Deeim.l - REFILL ________ -------- TIME DKOI' PERC - __________ __________ (Decim.i) Ten Percent Calculation R,B,C As. m,r .."ZrZ.F ^ . 0.10 - C,U,E . 0.10 - E,F,G- . mr awC11 ?'A orT•.F1: . 0.10 . 0.241D,E,F rrha<, IFT1F7r' mr ...I All, " . 0.10 - F,G,H rrrwT a 4 T f•Fi:il mr ?,?iT..TT'r7Ti eoliveniom 1116--.06 116 e.13 Y16:.19 114215 5116 s 11 USX 7116=114 1R: S 9116:.56 58:.63 11116: All Y4 2.75 tYi6:91 716:.66 lv,1 cS4 - 11 the top number in eaCh set of boxes is larger than the bottom number then take another reac the top number is equal or smaller than bottom number. average the three numbers for the pert .Fnrnae 3ZqC, 6Y?ew.orral H 5kwlay Jeff Johnson rvl u; ?O .5 ?. - PERCOLATION TEST SHEET - Test hole location Hole It -re.0 z A Dale test hole was prepared: Depth of hole bottom: 10 D inches Diameter of holy. inches Soil Data from lest hole: _ depth, inches soil texture: soil color -3 'a6,1c4 (Dam bIcLck, -zo San Dan, E??ourtl S. N 4 t h'0. 0 W ?-y '? V1 Method of scratching sidewall: Depth of pea size gravel in bottom of hole: inches Date and hour of initial water filling: Depth of initial water filling above hole bottom Method used to maintain 1P of water depth in hole for C houLS: Percolation test conducted by; Percolation test started at (am I pm). Maximum water depth above hole bottom during test: inches INTERVAL WATER WATER CROP WATER CROP PERC RATE TIME (MINUTES) DEPTH (traction) (decimal) CALCULATION _ START -------- . TIM DROP -PE-RC • ________ ________ __--______ (Decimel) REFILL ________ - -------- ________ TIME O PER ---------- REFILL ________ _ C _____-__ __________ __________ TIM DROP PF_RC _ REFILL -------- D TIML. DAP PERC -------- -------- ---------- ---------- REFILL -------- E OP PGRC TIME 15-Rcw __________ __________ De REFILL TIME DROP PERC ________ __________ __________ (Decimell G REFILL -------- YCM'?" -bFt6T, -117lc- -------- -------- ---------- Dec:m.l REFILL _____--- H ________ ________ TIME OR01, PERC __________ __________ ( ec:md) Ten Percent Calculation . H.B.C rser o ,nr ar o rS?l'?IIC R 0.10 - C,D,E mr es-1r?rrm.- R 0.10. E,F,G" . 0.10 - conversions 1116: A6 116=.13 3116--.19 114-- z 516:.31 .'46:.36 7n6 mM 112:.5 9n6 =.56 %Z.63 11116 = All 314 a.711 13x16= At 716=.Y lTl' = A4 .U. .rrR.T-i T1fCD _ mr .C-nT>r'?'7LTD . 0.14, - D.E,F -rR... .. , •. mr11.•vl .. ? •r . 0.10 - F,G,H `I' -MI TPCTI . 0.11D --__._ II Ii,e lop numoer in each set of poxes is larger than the bottom number then take another reading. If Fnmae Jeff Johnson 32 ?i f?, S (ale r Wleer1e) r;a- 1 H,gti ?Gy INDIVIDUAL SEWAGE TREATMENT SYSTEM WORKSHEET Vna?K ho S2_ FLOW ------....-..--- Estimated Sewage Flows in Gallons day A. Estimated I/ Sy d gP Number (god) Type 1 Type B Type W Type measured x 1.5= gpd IV SEPTIC TANK VOLUME B. / S'Go gallons 2 300 225 160 6G% 3 450 300 216 afdle 4 60D 375 2% valm SOILS (Site evaluation data) s 45D 29 M 4 p G Depth to restricting layer = -r feet 6 7 3 2 Ty 900 525 e ) 1050 600 370 nor D. Maximum depth of system C- 3 ft = Z feet 8 1200 675 406 to E. Texture l o 4 - Percolation rate o -7 Mill F. SSF ' 93 sq ft/gpd Septic Tank Capacities (in gallons) G. Slope s= Numbu of Minimum lJgtud liquid capacity Bedrooms capacity garbage dis TRENCH BOTTOM AREA 2 or less 750 1125 H. For trenches with 6 inches of rock below the pipe: 3 m 4 1000 1500 A x F = WZ x - ?,3 _ Uj sq ft of bottom area 756069 2500 30000 1. For trenches with 12 inches of rock below the pipe: 9 sq ft of bottom area 1 8 = `f 5-0 x ±2a x 0.8 = A x F x 0 Soll Characteristics and Required Areas J. - - . For trenches with 18 inches of rock below the pipe: for waste Treatment A x F x 0.66 x _ x 0.66 sq ft of bottom area Perrolagm ltr in S4"- ma.me r Inch SWITest. r«, P" gall. ro K. For trenches with 24 inches of rock below the pipe: ta t pa day A x F x 0.6 x _ x 0.6 s q of bottom area q Faster "10. 0.1105 1 • Coarw Sand saw 0.93 BED BOTTOM AREA 0.11.5 610 15 Fine Sarw•• 1.67 Sandy Lwm 1.27 L. For seepage beds with 6 or 12 inches of rock below the pipe; 16 p 30 uo .67 sin Lo sgftofbottom area x 1.5xAxF=1.5x 45 31 46 to 60 am ChyLoam 220 _ _ Slower Nan 6 0••• Ctay ROCK VOLUME IN CU FT M. Rock depth below distribution pipe plus 0.5 foot times bottom area: M =Rock depth + 6 inches x Area (H,I,J,L,K) ( I + 0.5 ft) x eb = t/sa cu ft ROCK VOLUME IN CU YDS N. Volume in cu ft divided by 27 M+27=cu ydsy?'O+27= -L7- cu ROCK WEIGHT 0. Cubic yards times 1.4 = tons Nx1.4=tons 17 x1.4=2-3 tons SYSTEM LENGTH P. Select trench width = _ 3 ft Q. Divide bottom area by trench width: (H, I, J, or K) + P = lineal feet ,D+ 3 = ob lineal feet Ql. Gravelless Design A x F + ( 3 for 10" pipe, 2 for 8" pipe, width of the Chamber ) = - feet LAWN AREA R. Select trench spacing, center to center = _ feet S. Multiply trench spacing by lineal feet R x Q = sq ft of lawn area _x_=_sgft LAYOUT (Use other side) 1. Select an appropriate scale; one square = 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. 6. Dimension all set backs and separation distances. my tot . permnuge otc ,eroaw:Lc sysuas ,I with 6 inches= 0%u Reduction" 12 inches= 20% Reduction '18 inches='34%n Reduction 24 inches= 40% Reduction a sizing for gravelless trench Geotextde Fabric I 2" Rock Cover 4" Dist. Pipe 6-24" Rock 3/4-21/2" 18-36" Width