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1325 Carriage Hill Dr? 2004 RESIDENTIAL BUILDING PERNIIT APPLICATION City Of Eagan • 3830 Pilot Knob Road, Eagan MN 55122 ?? S•? ? U Telephone # 651-675-5675 FAX # 651-675-5694 New ConsWctian Reauiremenls RemodeVReoair ReauiremeMs 3 registered site surveys showing sq. ft of lo4 sq. ft of house; and all roofed areas 2 copies of plan (20% maximum lot coverage allowed) 1 set of Energy Calculatlons for heated additions 2 copies of plan shmving 6?m & windax sizes; poured found desgn, etc. 1 site survey fw addidons & decks 1 set of Energy Ca?ulations Addqlon - indicate ilon-site septic system , 3 copies of Tree Preservation Plan'rf bt platted after 717193 Rim Joist Depil Options seledion sheet (bldgs with 3 ar less unAs ()1 /D 13/ 0 1- ? C ' C t 0 Date n truc n os Site Address C?rr i r, UniUSte # W ? t Description of or V Multi-Family Bldg _ Y /S N Fireplace(s) %C 0 _ 1 _ 2 ? Pro ert Owner Telephone #( 6/A 0-? I p y Contractor ? 'I ? Address `t"5 City ral"Y State &17A Zip D I O Telephone # (?6 O 7-7 q - f 4 ?L/1 ? Vl• nz -3fis1 COMPLETE TNIS AREA ONLY IF Energy Code Category Minnesob Rules 7670 Cateeorv 1 . Residential Ventilation Category 1 Worksheet (4 su6mission type) Submitted • Energy Envelope Calculations Submitted A NEW BUILDING Minnesota Rules 7672 . New Energy Code Worksheet Su6mitted Have you previously constructed a building in Eagan with a similar plan? _ Y _ N fee applies. Licensed Plumber Telephone #( Mechanical Contractor Sewer/Water Contractor Telephone # ( Telephone #( If so, 25% plan review ? ? m 0 T ? I hereby apply for a Residential Building Permit and aclmowledge that the informattn is coPn[r'fee'and acc rate; that the work will be in conformance with the ordinances and codes of the City of MN Statutes; I understand this is not a pemut, but only an permit; that the work will be in accordance with the ap] approval of plans. D-e Yl ( C_6 S'.i" 1-? ation for a permit, and work is not to start without a d,ilan in the case of work which requires a review and Applicant's Printed Name ApplicanYs Signature OFFICE USE ONLY Sub Types ,. r"t e ? ? 01 Foundation ? 07 OS-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 07 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 Poroh (screen/gazebo) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-pleX Pibg_Y or _ NeZ7 25 MiSCellane0u5 Work Types ? 31 New ? 3 m rovement ? 38 Demolish Interior ? 44 Siding ? 32 Addition 36 Mov ildiRe ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration 0 37 Demolish Building• ? 43 Reroof ? 46 WindowslDoors ? 34 Replacement •Demoiition (Entire 81dg ) - Give PCA handout to applicant Valuation Occupancy MCES System Census Code p1p? _ ??? Zoning City Water SAC Units Stories Booster Pump # of Units Sq. Ft. PRV # of Bldgs Length Fire Sprinklered Type of Const Width REQUIRED INSPECTIONS _ Footings (new bldg) _ Final/C.O. _ Footings (deck) FinaVNo C.O. _ Footings (addition) _ Plumbing Foundation HVAC Drain Tile Other Roof _ Ice& Water _ F inal _ Pool Ftgs _ Air/Gas Tesu Final _ Framing _ Siding _ Stucco _ Stone _ Brick _ Fireplace _ R.I. _ A'v Test Final Windows _ Insulation _ _ _ Retaining Wall Approved By: S , Bu ilding Inspector Base Fee Surcharge Plan Review MClES SAC City SAC Utility Connection Charge 5&W Permit & Surcharge Treatrnent Plant License Search Copies Other Total ?a`w?sots ?oc V Minnesota Department of Transportation Office of Motor Carrier Services 1110 Centre point Curva Mail Stop 420 Mendota Heights, MN 55120 fluiIding Mover License CERTIFICATE NO: 143685 ISSUED TO: SEMPLE Bl[ILDING MOVERS, INC. The a6ove named license ho(der has complied wrth the license reqmrements and is hereby issued this Minnesota Buddmg Mover License which wtll expve on the date shown befow. EXPIRATION DATE: JUNE 30, 2005 The license holder agrees to comply with xll applicable Sta[e and Federal Regulations. Failure to comply may result in revocation of this license. The License Holder may not perform building moving operations in Minnesota unless the vehicles have been registered and display a valid identification cab card issued by the Mmnesota Depar[ment of Transportation. FOR VERIFICATION CALL (651) 405-6060 SEMPLE SUILDING MOVF.RS, INC. 1045 JESSIE STREET ST. PAUL MN 55101 EFFECTIVE DATE: 06/10/04 2004-`12:34PMi=`i41DAK0Tk CO TRANS DEPT 9528917127vNO, 9803 r.P. 271 PsmNt Fee: $10.00 DAKO7A CouN71' TrtANSPDRTATION DEPARTaAENT New Balance: $ 14956 Galaftle Avenue Apple Valley AAN 55724 Phcne:952.891.7100 Fax 952.999.7127 www.co,da kota.mn,uslhlg hwaylfbems APPLIGA710N FOR l{SE OF DAKOTA COIINTY HIt31iWAYS FOR VEHICLES OF FYCESBNE YtlE1C.HT Ali SIZfi 1 hereby requese Permissian w mova the tdlowing vehlcla(s) or building(s) over ceRain bskota Counly Mighwsys. OL3JECT TO BE Moveo: COUNTY ROADS REQUESTED: ?l-a^r'r'1 1 I ?,LK51-LI? - ?ltd7 ?' I have reques[ed and undsratand the Provlsions ot Chaptor 168.80 through 169.88 of the MinneaoQ9 AAoror Vehicle and TraFfic Laws and 1 certify lhat, except as notad harein, all ragulationa of the Chapter will Re eSrietN compTwd with. 1 furthar agr" 1o rWmburea the County for any dbmage to the road andlor a purtenances caused as s reeult of neslons autl+orized bY lhis Pemtil I1 vV-e, u.h? 30, o aoOy,+ 3 DAVh ~ 5, b60Y) PERMIT REQUE5'fF-Q F"'"' GOMPANY NAME ADDRESS: PHONE; FO: INSUFWNCE COMPAN' POLICY NUMBER: SiGNATURE: -•------------• ..................- --_._ --•-------••--...... . PERMIT Permission is granled forthe a6ove movbment under Proviisions of Chapter 168,86 of the Minnesota Hghway TraPFic RegulaGon Ac( subject to the fnllowing specisl requirementc_ Movemant during daylight hours an{Y. Movemant frpi119 a,m. to 3;30 P.M. Only. ? Movement frorri 72:30 8.m_ l0 5:90 a.m, onty. NOtify DakoSa Courty SheNf( (661,437,4211) tw0 efours DefOfe bapinllilig movecnenl ?/ A pllot car shsll praceetl antl fallow the vehlde(S) to wam and detaur[(a(fic, Pertnittee shall nvufy ail ueiiiry companies imolved in thls move DePore pertnft fa velld. a copy cJ this permlf mual be kept wtrtr tne vMlda at eu dmes end displayed upcn CemenO ol enY Anlrce oftalo a oltlceis of Dakota Counfy. au nainnesofe Statures end Deparlmenr of vuMlc Safmry Re9ufatlons muat be ComPlleQ wN+. Dakata Ccwnty Authorizeq 5ighature. ?-'??-?' ? • ^ adrd, ? --2 ,?e - e y parmis vBrd unca, ? -? ? ? P«mic nwmb«: tS4 -4 09/2JUN, 24. 2004a12:34PM,12223DAROTA CO TRANS DEPT 95289171271"c N0, 9603 P. 1)2 --- - --_._.. _.. - ... .,,_, r.?. ,tol Pertnit Fee: $+a,op ? AC± " ' • OAKOTA CAUNTY 7RANSPORTATION 6EPAR7AdEN'r NBW Bak11C0. S ? 14956 Oafarie Avenua Applr Valloy A4N 65126 Dhona:952991.7100 FaX:852.897.7727 ??? www?co?dakota.inn.uslhlghwayliomas aPPUCATION FOR L16E OF DAK07A COUNTY HK3HWAYS FOR VEWIa1.E8 DF EXCeS6IVE YYEICiHT OR sIZE I hereDy requess permission to mava the fdlowing vehicle(s) or buil0ing(s) over certain UaKote CouMy Fqghways. OBJEC7 70 BE MOVEp; COUNTY ROApS REQUESTED: Q(- x ?, x I I C2? 21`k` ! have requeStad and undarnanQ the PPOVisiens of ChaDtar 188,80 throUgh 968,65 ot ehe Mjnneaotq M010? Vehicis enC Traffic Lawb and I oertify thae, except ss not6d harain, all regulafiono of tha Chepter wiU Da suicdY complfed wRl1. I fuAher agree m reknburye the County fpr arry damagc to the raad and/or appurtenances causad as a result at aGlons authorized cv chis permit oud_ ?I.L?.?.30? Or PEi2MA17 REQl1ESTED _".. COMPANY NAME: AODRE55: PHOfVE; FAS(: 1NSURANCE GOMPnN POLICY NUMBER: SIGNATURE: .,.,.-..----• ................... ....._,.._................................ ..__....---- - PERMIT Permission is grenled forthe above movement undar Provlsions of Chapi9r 189.66 ofthe MiMesm Mighway TraffiC Raguiatfon Ace subJea to tAa follawing spec7al requiremeAcs, Movemen[ auring dayllght hours only. Movement from e a.m. w 9;30 P.M. oniy. ?/ Movament (rom 12;30 a.m. to 530 a.m. only. v Notiry Dakota County Sherlff (651.437A211) two hours before beginning movement. L?A pllot rar shell procead ana folloW the vehide(s) to wam and aesourvafKe. Parmittea shaU nodry ali utllity companies involved in thla move Defore pertnR is valid. A capY of titis pblllllf muct bo kepf w@h Nte vehlcYe af BII dR1B8 arld CISplayBd UpoR dery78RC Of91?YACfkB offlwrGf oft@/5 of Oakots CouMy. AN Minneso[a Stwufes end Depertment of PuCIIc SafOry ReguMfions Irtust M CAfip!!eC w/fh. D3kal2 CaunlyAutAorized SIgn8tUr6 De1e: 6 - 2 V-0 y Parmii Velid UntiL peum{t Numner- ?2 "?l-z9 ? T • ? e ' c ?- o E r ? ? ? ?, ¦ I ? ? ti-? _ _ i- -- • T - 1 :• 1?2_y e . _ - ? ? ? ? ? ?' ???`??' • ? 7 :Yl FYca 11 ?•? \ ? ??' \\ • ^• \1.'b ` 4 ? ?, .?1 ? ?#v ?ir ? P- ? .•?F ?,1?'f w?, ?'i ? w? ? ? i ' ? ?? ? 1? ? t "? ? 1 i ?4 ? ? _?? ?'.t • _ b i ] , ? ? - ? • ;e ? \ ?: Y??? S , j! S ? ? V i ?? %???? , _` •J ?n. ?2 ? =i fi ? ?` ;? '?" ? ?'! °-? ? ? ? ?1•. ? ? ? ?l ?:i? - . ? _ Q ? ?F-,?--?--, ?- ?\ '°'?' ` A ? . 1b : _ {?- ? . ' ?' ? ?/, 'l??g" _ ? i ?- r `5 ? ? J ] _ ? rr?t ? 1 C+? ?y 1 . ? _ ? iFQSf S ,? ?'? •, ? tl Y Y - ? ? ? Y ` ,. ?i „ _ • ?a,. ? ' r ? ?3 ? _ ? ? ' ? ?? ~?? . ? '? ?? . ? ? : ? ? ? ?. e?? _?-^ I ? r -- ?? ? ? r4• i . ?? ' IPPLf YILLf1' ???h I? i pOSE ?Nl? I . I I L ! ct, D i 1 6 ?4 f44N 1 K? -ACQRD CERTIFICATE OF LIABILITY INSURANC?L'D DA 05/14/04 Prsooucen THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Maguire Aqency HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1935 West County Road B-2,#241 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Roseville MN 55113 Phone:651-638-9100 Fax:651-638-9762 INSURERS AFFORDING COVERAGE INSURED INSURERA FedBLdl IRSllL3IICB COID dR INSURERB State Fund Mutual xnsurance $P3Rp 10 Suilding Movers ZI1C. INSURERC' , 1045 Jessie Street St P l MN 55101 INSURERD . au , INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSIIED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOO INDICATEO NOTWRHSTANOING ANY REQUIREMEM, TERM OR CONDITION OFANY CONTRACT OR OTHER DDCUMENT WITH RESPECTTO NhiICH THIS CERTIFICATE MAY BE ISSUED OR MAYPERTAIN, THE INSURANCE AFFOROED BY THE POLICIES OESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONOITIONS OF SUCH POLICIES AGGREGATE LIMITS SHONM MAV HAVE eEEN REDUCED BY PAID CLAIMS LTft TYPE OF INSURANCE POLICVNUMBER P LI FFE TIVE DATE(MMMOffy) POLICY El(P DATE MMIUD/YY LIMRS GENERAL LIA6ILITY EACH OCCURRENCE $ 1,000,OOO }\ $ COMMERCIALGENEftALLIABILIN 79477544 06/01/04 06/01/05 FIREDPMAGE(Myonefire) $1,000,000 CIAIMS MAOE [?j OCCUR MED E%P (Myone person) $ 5,000 PERSONAL&AOVINJURY $S,OOO,OOO GENERALAGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMPfOPHGG $1,000,000 X PRO LOC POLICV JECT AUT OMOBILE LIABILIiV COMBINEDSINGLELIMR gl 000,000 / }? X ANVAUTO 79477546 06/01/04 06/01/05 (Ea a[citlen[) ALL ONMED AUTOS BODILY INJURV $ SCHEOULEO AUTOS (Per person) X HIREDAUTOS BODILV INJURV $ X NON-OWNEDAUTOS (PerawiCain) PROPERTYDAMAGE (Per ecciCeM) $ GA RAGELIHBILITY AUTOONLV - EAACCIDENT $ ANYAIfrO OiHERTHAN FAACC $ AUTOONLV: AGG $ EXCE53 LIA9ILITY EACH OCCURRENCE $ DCCUR F-ICLP.IMS MADE AGGREGFTE $ $ DEDUCTIBLE 8 RETENTION $ $ NK]RKERSCOMPENSATIONAND X TORVLIMITS ER B EMPLOYEkS'LIA6ILITY 15647.204 06/01/04 06/01/05 ELEACHACCIDENT $'rJO0,OOO EL DISEASE - EAEMPLOYEE $SOO,OOO ELDISEASE - POLICVLIMIT $500,000 OTHER A Carqo Coverage 79477544 O6/O1/04 06/O1/OS ACV up to $125,000 $2,500 Ded. UESCRIPTION OF OPERA710NS/LOGATIONSNEHICLESIEXCLUSION3 ADDED BY ENOORSEMENT/SPECIAL PROVISIONS Employers Liability Accident and Disease Policy Limit is $500,000. The Workers' Compensation applies only to Minnesota employeea while working within Minnesota or temporarily working out o£ the State o£ Minnesota. l.CR11rIl.NICIIVLUCR LV AOOITIONALINSURED;INSIIRERLETfER: I.AIVIiCLLH11V1V XEAGANZ SHOULD ANV OF THE ABOVE DESCR18E0 POLIdE3 BE CANCELLED BEFORE THE EXPIRqT10! DATETHEREOF, TNE ISSUING INSURER WILL ENDEAVOR TO MAIL 10_ OAYS WRITTEN NOTCE TO THE CERTIFICATE HOLDER NAMEO TO THE LEFT, BUT FAILURE TO DO 50 SHALL City o£ Eagan 3830 Pilot Knob Road IMPOSENOOBLIGATiONORLIABILITYDFANVKINOUPONTXEINSURER,ITSAGENT30R Eagan MN 55122 REPRESENTATIVES. CORPORATION 1988 • 4 MOVER'S PERMIT APPLICiTION (FOR HIIILDING MOYE) ' 0 Date of 1pplicatSon: ? 2 0Addresa 6 legal descrip ion of building being moved: 1325 (- r,'cA U e W, %/ De-. 0 Addresa 8 legal description of propoeed destinatioas 0 Qieck situation that appliea: -7y- Building presently lxated Sa fiagan - to be moved out of Eagan Buildiag presently lxated in Eagan - to be relxated ia Eagan (Requires Council approval) Building Iocated outaide of Eagan - to be relxated in Eagan (Requires Council approval) Building located outside of Eagan - to De moved through Eagan to another City. 0 Mover's Name: Address Phone # t/--"/Z ° Mn. Hover's License 3 /L/31g 8 5 (submiL a copy of license) 0 Highlight origin, route, 6 destination on ourrent Citq map. If County or State roads are used, prnaide copq of those permits. 0 Proposed date 8 time of move (aotify Eagan Police Department). YOiSs Tsagaa Polics vill aot acoampaay aovs until tims ooordination hsa Dsen aade with nel.0boring nmioipality. 6/.2 0 Size 6 veight of atructures 30 X/ sy -XQ C) n n OFFICE DSE 06L1 , Mover's permit fee , Permit f Ouarantee Lo repair 3 6 03 o "-? _ • ONNER'S PERMIT APPLZCASION (FOR BOILDING MOVE) . 0' Date of Application: (> ?- - 0 Address 3 legal deacription of building being moved: l 3-)T C"4-,P PI ,4(,,I f 91 z- 1 n,e 0 Address 6 legal description of proposed destination: No e-<HF//?? 1- D 0 Building orrner's aame: address: / 3,7 S? Oe, phone Z- - ? 0 ? -f' ? 0 Landowner's name: address: phone 0: If landowner is diffe^ent from building owner, provide approval from landowner to operate on the property. 0 Indicate if atructure is connected to: / _ City sewer City xater '? Septie k--' iTell t/ Electric service 1'? Gas service Other (list) 0 Indicate party responsible for utilities disconnect: Owner ? Mover Other OFFICE DSfi ONi.Y Real estate tazes/assessments on building Real estate taxes/a33e33ment3 on land Utility disconnect: Electric Gas Sewerlxater Landovner approval 2 6512223831 0¢/25/2004 15:58 FAX 6512223831 Semple Excavatin6 INC Q0 O 1 SEMPLE BUILDING MOVERS, INC. 1045 Jessie Street Phone: 65 f-774-742 I St. Paul, MN 55101 Fax: •6EH-FFi9w ? 3?3f Tu,,g-a5> a ??- ?51 --Ta+T,-Q a . p a-W,4^4,,-1 i?---? cA-.c?.L or W-eu ? . a-'Y? bb'? f 3as C[x.r- ?-?t,t?s /vF?e, ?ll?ec?nes CAY\ . J ? 1 HOUSEB BOUGHT AND BOLD 08i25/2004 13:58 FAX 8512223831 Semple Excavatina INC Q002 •06i25i2004 13:36 EH REWER & SONS 4 651222383E N0.364 D01 Woy 00 11011 w?.? MtNN690TA DEPMTMEN70F HFALTN , ?innasaL?s WOlI 9Htl Beiing 2246 coow ?. wELLaHU BQRING sEaUNG RECORD , "'„?ua well M. . ., ,ti? 1 Alrnnowea Stofures. CnApfel taii n....wr? TJmWiipNMw TOrneIPONC , R6yBN0, SadionMOr F?dCIIwUmi10?. OeR.°.W40 061ewa4dBOr.npCOraMwaoY GPS ? _e.pr.r?mi???ec__aauenda LIX'.AT1QN' LNIpNUd9_4BQltlBB -I11M1410T _COCMA N w l.. _y_ .{.. . .L. .j.. ..}. .}' '*' .j.. bcabmiLM Yw, nei,,on E ? Am? 1325 Cmiiage HMa 17iirve Eagan, MN 55123 GE011.01W11L MATEPi11L I COlA11 GT"d Geology From: 1319 Cairinge M1a Th. Waocr Level in Abwe Well: 100 ft. Date Water Ltvel Takon: 9/19/$3 um? ???SIEALED According to MN State Regulat NIrMpEPTUFHELLfry(`,DVY IH 2`4vo1 Belore 9aaiing 1'? ?...?s_ n wWUn 9upp7 wWi a Mara, wen ? 6ti. eon MWO ? ORw, WWI ? P1G79C 0 TVO ? WEWfiap ePMP4ETOq OuW00: C] Nbp Meue6 ? PnleuM4r1411Un11 o W.d pr o sLqfm U p tenmaietl M1. ?hmc. p aeem iena aunace Inaka:?6 amomOM.e! ? YYM PtI o anini,o CI011MM? 9eplti Sa, M uvwlro M1ala9 Mnuar i?u?0 nX?aeyyafo0? ifu hOli??? IO g V4 ? Nu Q Y0o. ? Na P"nbiin ? i11.1ram In fl. ?`hs ? No ? T9e ? r+u Q Uwewri _ in. hon+ Ic %. O ria ? w ? Vx L Ne ? unxnam , 9creenfromI AA to14$_h, Opennoieiram w.. tt. Oa"Rwc*1oNs w poCaHlnp Pipo ? CMek Vxhre(e) O Oebnc dPJl ? No ObsUueOOn rypo ot obsnwaqanc foascseel ?p ppsyycflonb remov6tl7 Wo O No Deaaibe.?. AUNP ? rype A-ccaUr Vr RWmvad ? Not PnNni ? 01ner .75 MCTNGDUlEOTOSEALANnlILL48GACE9E1'MERMPCAlM'IGS•OAGGSixGwMOWAdMOLf: P(NOAMUmr5Wea6MI0P ? Mmwr.wa9'oweawNhvanuoPRn O WN'qrrvnorabarrTtamVil In trom m f. C] Perloraletl la Painvnad In, /mm ro ll O PoRtlralatl ? Rnmwad --_..._ ....... ' ' _" ... . T)po of CaAo1a10r _ ? q119r ......--_'. _ - - .. . ... . - awounNC rumauUSf (em ws or ,emeot. w ws.. a+o eoA a wnienna = sa ies.) w_l.}$_ i-y-,?}a- bu0e ...._ _ t?_? ......_ ro n rebc - wuS ? mm ro r. n v, ro: ? hopr, eidunwedxeUwCOnm mowwn'7 ? `k: leNO FbwTeM^ ReeeSTeR? ?MMwerAncem'uKwriOn ?q wK aWlE n BeEONenCO wM Ml?°u AuHe. CMOMI 4725. ? ItllerewiIaT i.tnu.m6ln YJD i1W L _.. _0W,"4-..._.__ .. NC?qO ?- - ,????? ????/?I - ???' U N,? LH? ' ENVIRONMENTALMANAGEMENT DEPARTMEN7 GROUNDWATER PROTECTION SECTION 14955 Galaxie Avenue • Apple Valley, MN 55724 952.891.7557 • Fax 952.891.7588 • www.co.dakota.mn.us MUNICIPAL NOTICE OF WELL SEALING PERMIT APPLICATION DATE: June 29, 2004 TO: Tom ColUert/Wayne Schwanz (EM) RE: Well Permit #: 04-H224601 Municipality: Eagan Fax #: (651) 675-5694 W¢?1 Type: Domestic Enviironineutal Specialist: Rutten Tlie Water and Land Management Section of the Dakota County Environmental Management Department has received the followina permit application for tlie well described. If you require further review of the application or if you have any questions or concems 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 tliat permit issuance is always conditioned on Nie permit applicant's observance of and coinpliance widi all applicable state, county, and municipal laws and codes. WeR Contractor: Date Application Received: Anticipated Drilline Date: Anticipated Giroutina Date: E.H. Renner & Sons 6/16/2004 Time: Time: Property Owner Well Owner: WELL LOCATION: Dave Media Dave Media PLS Coordinates: 1/4, S W 1/4, NE I/4, SW 1/4, Sec 34 Town 027 Ranae 23 Street Address: 1325 Carriage Hills DR . PIN Number: ? 100340003153 WELL INFORMATION: Diameter: 4 Casing Depth: 148 Total Depth: 153 Static Water Level: Aquifer: COMMENTS: B1e &w loals 6pphtatians tieNp Conni"ktion I Comment? I Eagan Building I Eagan Dctvektpment ? Recmits btntner I Eagan Rssessa°Sales I Eagan Property I Eagan Parcelltd 10634006F53 ? Adlress 1325 CARSiAGE HILL DF3 tlwner 1 tlwner 2 Owtrer 3 Owner 4 Smeh PID I Sserch Htauo 1325 CAFtRIAGE HICi. I7R .1t? DAKQTA CCIUN1Y JUDICIAL. CTFI ? 7560 M(GHWAY 55 NASTtNGS, MN 55033 .? ^ Y City of Eagan 3830 PILOT KNOB RD EAGAN, MN 55122 (651) 675-5675 lLQAYta.?;.6a - 0 ?A? ?'J8--k P4? ? PERMIT Site Address: 1325 Carriage Hill Dr Lot 031 Block: 53 Addition: Section 34 PID: 10-03400-031-53 Use: Description: Sub Type: Single Fam Work Type: Move Building ?escription: Census Code: 9999 Occupancy: Construction Type: Zoning: Square Feet: Remarks: Plan reviewed by Dale S. Call ior Fnal inspeciian._(Id) , (Move out of City to Greenvale, MN) Fee Summary: BL - Base Fee Permit Type: Building Permit Number: EA065093 Date Issued: 06/29/2004 75.00 0801.4085 Surcharge - Yixed 0.50 9001.2195 Total Fees: S75.50 Contractor: - Applicant - UWner: Semple Building Movers 1045 Jessic St. Lia: DAKOTA COiJNTY NDICIAL CTR StPauI,MN SSIOI 1560HIGAWAY55 (651)774-7421 HASTINGS, MN 55033 612-701-9281 I hereby acknowledge that I have read this application and state that the information is correct and agree to wmply with all apphcable State of Minnesota Sta.tutes and City of Eagan Ordinances. ApplicanUPermitee: Signature issued By: Signature CITY OF EAGAN Remarks ' A71 `ZU? ? nddition__Section 34 Loc eik Parcel 70 03400 031. 53 Owne q' &,+x.'! treet 1325 C3TI13ge H1l1 State Eagan,MPI 55123 Improvement Date Amount Annual Years Payment Receipt Date STREET SUflF. STFEET 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 3 y! 9/ /0033 f 2 a 2 8 53 $ ? 00 Reqwsl Oate F No. Rough-in InspecliM q?? ? FeaOy Now KWAI Notdy Inspector ? Yes No When ReatlY7 Ixicensed contractor ? owner hereby request inspection of above electrical work at: JoD AtlOress (Sireet. Box or Route NO ) CnY ? rrin 2. M I paaak' Seclpn N. Township Nama or No Range No n C. Occupant1R' ? ed,n Phone No. 4S?{-ala? Power Supplier Atltliaes ISVO24 I(0i4 Elecfr??? Lt300 =ath 5} w Poar»,t +m) Elecl al ConVactor (LOmpany Name) IW ? rJ-hern l=lec4-rl`C- ?rtC. Canlraclw§ ?nse No ?EOQSd-?l Ma1ng Atltlress (CoMr or w Owner MBk, InsYallalion) 29151isthid MN[ SS tfl2 Auc?on niract er MaNing In IlaUOnl Phom NumUer a-3qq? WNNESOTA STATE BOAPD OF ELEGTpIGITY ThIIS INSPECTION PEOUEST WIIL NOT GrlyqaMltlway Bltlg. - Aoom S173 8E FCCEPTED BV THE STqTE BOARD tBZI Unherstty Ave-, SI. Paul. MN SStOC UNLE55 PROPER INSPECTION iEE IS Vhone (617) 642-0800 ENCLOSED ,j1191 REOU?CT FOR ELECTRICAL INSPECTION t `.?"'?'u.4 eaoaam-oe ? See? ?r compleung firs krm on beck af yellow copy R yj.?PA?' ? ? 6`G 428 'X" Below Work Covered by Thfs Request ??? ew AQtl Rep . TypeofBUilding ApphancesWved EquipmeniWired Home Range Temporary Service Duplex Water Heacer Eleclnc Heating Apt. Building Oryer Other (Specity) Comm./Industrial Furnace Farm Air Conditioner Olhar (speCAy) Coniraclor§ Femarks ' O? Inafialt DGA off-peaKsYa?e?r? -., Compute lnspecfion Fee Befow: # Other Fee # ServiceEniranceSize Fee # Circuits/Feetlers Fee Swimming Pool 0 to 200 Amps 0 l0 700 Amps Ransformers Above 200 _ Amps AAmps Si9p5 Inapectorg Use Onry TAL Irrigation Booms O Special Inspection Alarm/Communication THIS INSTALLATION MAV BE ORDE ISCONNECTED IF NOT Other Fee COMPLETED WiTHIN 18 MONTHS. I, the Electrical Inspector, hereby Rough-in oare certify that the above inspection has been made. Finel - Date .? OFPICE USE ONLY TM1a repuesl vOW 18 monN5lrom ;IV E ?T? F 0 4 199g ON-SITE SEWAGE TREATMENT SYSTEM - INSPECTIO Applicmt and Pecmit #: / I?e°flnspcchon. l 1 4?titikY .?/S !(J/A ??W ? / RM S "' ?'.t Percel ID; ?- Municipeli ownship: _?,Xje/ HouseTYPe:0?1 IQ Y a arBWroom,, = # ofPotentia? Bedooms Solid Pwnp in Basement yey6i) ReservaArea: Yes No (1 aoit baiog mm. `--? Numba of 3eptic Tank.c S f? CaoRac4ne? (sxevs for ac(31 N) (3000 9/Prb1F diVuuwua w,n) ?? Tota1 Tank Capacity Tank Manufacturn- ,0& z4 k/ilrP _?r_5 Liquid DePth (30" min.) TealC DiIDeosions (W x L z D): -aX 6 X?- / 1lSoiigorings(qmin) /,? Depth to Reshiction (?) T: Mottling drock Wata Table blwsellRating(3'belowwilaMa?iK ). j-- Y PUMPinB Taok??lNo ( -2 CePacity Pump 3ize & Madel: Alerm Yes No Type: Light/Sound = Filter _ TankLevel ? Watertight ConstrucHon _ # Perc Test (2 mm,) __ Avaage Petc gate (MPl) ?lcceptaace Rstc (s4 B?BA? Tank Cover (20^ Mm.) Cover Secued:(fes?b No Inlet Baflle (6" below timuia-i° abuve;olx ao?w) ? Outlet BatDe (5^ above luNid mrface) ? OULIOI S Ml[1. Z" bejOW Inlet Tnspection Pipes (3 mio.4^ nlim) OccuPied Buildiogs: ?OO S (10') 20 ? D (201) Pioptily LIrtCS (10•): S?ZO 'D Well (50' or 100,); ASa' S ?-o 'D Huried Wata Pressure Pipes (1Q'Y \j /o / S io D Recrm4on & Tributsry (75'): >i 3 17r? All Othas Except Rec. & Trib. (15o,): S, -7J' S ?'n ?? _:. .. • • ; .: . . DROP80X Material: Cancrete Plastic _.rlnlettnvcrtsn^,?,,.M 4- Box is Level mwd kNat) Drop Bmt Mode1/Make: -!X- Pipe to Drop Box OuBet 7nverGa (a^ a6ave rtie, 2? 4: (wpemated) , noor) ? Watertight Con.situction Pipe Connectian --1 Serial Distnbution ? r /sG?°u Dishibution Gravi? Pressnre t'. . `- Gravelless System -' (6- mim skkw Type: Geotex / Chamber =Diemeta ofPipe Manufacturer ? Rack Over Pipe (2^) 4 ? RockUnderPipa (6"-24') *2- Rock is Covered (witp GeoteNOC) L size orwashea xocx (3i4°-z1n-) . y rrencn widtn (18°-3s) e, ? Soi! Over La}ereb (s"-36-) d/ 2 a rrnal rrenc, nept, (48" max) 4 Battom oerrench to Wata Table or gedrock ! NumberofLabmlal$ i ?S I&CIRt r-srhs (100' mu) / /n Iaterat Spac;ng p• oacemerPxhff-) T? Sq. Ft Trmch 'z Slope ofPipe Site Drawing; ? DesiSner_ fi/55e?5 Installer: _ ?-cG ?Jt / f' `4 pW SCALE; APPrm?o Signature; T v DR gL ? 2 CITY USE ONLY RECEIPT #: 1 I? I V ? ? p'fSUBD. RECEIPT DATE: -al PERMIT # I 1999 PLUMB1Nfi PEiMIT (ii£SIDENTIAL) CTl'Y OF E1fiAN • S$SO P1LOT KNOB RD ERfiAN, MN 55122 (651)6$1-4675 Please complete for: ? single family dwellings > townhomes and condos when permits are required for each unit ? backflow preventer for underground sprinkier system FIXTURES EACH # TOTAL Bath tub $ 3.00 x = $ Floor drain 3.00 x = $ Gas i in outlet ' minimum - 1 3.00 x = $ Hot tub/s a 3.00 x = $ Kitchen sink 3.00 x $ Laund tra 3.00 x = $ Lavator 3.00 x - $ Minimum fee alterations to existin dwellin 30.00 x = $ Private Dis osal S stem new/refurbished ' re uires MPC iic. 75.00 x = $ 75'?3 Private Dis osal S stem abandonment 30.00 x - $ RPZ new installation/re air 30.00 x = $ R h o enin 1.50 x = $ $hower 3.00 x = $ llnder raund s rinkler if dwellin is under construction 3.00 x - $ Under round s rinkler if existin dwellin 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 existin dwellin 30.00 x = $ Water turnaround 30.00 x ---- _ $ State Surchar e 50 --> ----> -?--> $ 50 Total --? -? ----> °..> $ 7 . Reminder: Call for inspections of alterations, i.e. water heaters, water softeners, etc. ----------------------------------- -- - ------------------------- - - - is correct, and agree to wmply with all applicable City of Eagan ordinances. I hereby acknowledge that-I have read this applicaGon, sfate that the inform-- -ation- It is Ne applicanCs responsi6tlity 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 activiGes to the facili4es constructed ynder thisRe"within City property/right-of-way/easement. SITE ADDRESS: OWNER NAME:. INSTALLER NAME: 5;??s , . ":'/? , Co • STREET ADDRESS: 5-r-° TELEPHONE #: (AREA CODE) TELEPHONE#.65- /- r- Y (AREA CODE) CITY: STATE: ZIP:f-$7J25/ -? SIGNAT OF PERMITTEE t + Minnesota Pollution Control Agency Individuel Sewage Trestment Systems Program Hac Issued Jerome E. Sauber, D.R.P. Sauber Plumbing & Heating Co. Installer Expires: 3-31-00 License #317 MPCA INFORMATION: 1-8011-657-3864 ISTS LICENStNG: (651) 296-7309 MinnesJta Pollution Control Agency !?C Indivldual Sewage TreaWent Systema Program Has Lssuea Jerome E. Sauber, D.R.P. Sauber Plumbing 8 Heating Co. Dasignerll Expires: 3-31-00 License #317 MPCA INFORMATION: 1-800-657-3864 ISTS LICENSING: (651) 296-7309 ? ?• , li..Y.- ?.. ? ? . .• ;.? i ..;ty?•` ? Y r S +???`n7•°•?.???s?- . f f ; << f'' '_it, t? ,'^??i:tii? ? • ? ?', ?J ?;. . „ ?" ? 4 L! . X, ? ? ??ISSEL'S E r.CAVATING, 3==Yom; FrcBraissel . a v < <..?.. w)*..' G ea . .. . . i?4 P C A C? E RT l ?-?C' A & KI r ., _, ?? 3 ? , { ? : , } $ R '?,rY' ?'e ? W,4 5 ,??,Y}'?, V•„? y? " . , ? 6\ iLse?a??' l? , l, 1 '.. VG.IVtDUAL SGWAGE TIZEATMEN'C SYSTEM WORKSHEET pav%d rYl(&c1;n Na.ue ?? ?3?U?slrr?lY?, FLOW ?f'p?9eH?ils Rd I 1'slm?a?edSenageP1 uir..in(ielion,p;r?:.•. 1 g?? 1 A. F,cim,a•d oCX , gPd H t{5N •(az44 gPd M `612-z6NLl SEI'fIC'I'ANK VOLUME l? _ ??e?,? (Tod 4Z6''0gallons ILS (4ile ev"11L at n data) C. ll: ,?th n? rctn. tint; IaYCr =---?- fcct D. ?Id\ilillllll tSE'?7PI1 UI S}'tiIE'lII C-.3 II ?,'g [l`BY ' G. Te?turr_5.'t-.14'irculationrate Zu MPI NIIII1tYf (1I 3 .? i b 7 N TRGN'C4113aTTOVt AREA ti. Ior trenche< icilh 6 inches u( rock below the pipe: ^• \ F 4.ciLL1 r 1_0 _/t!-Z-sq ft of bottom area f Por trenches ieith ] 2 inches of rock below the pipe: 1\ P\ O.ti= N _.s1).R=_Sqfto(bottomarea 1. Por trrnrhr? 1% ith IS inches ot rock brlow the pipc: .-'', \ I \ i. on = x--- x(1.GG = sq ft of bcrttom arca k: l.,; t.rnLhe, with °_:l inchcs ut rock 6cluw thc pipc: \\ P?nh-_x_sQG=_sqftofbottomarra BED I30TI'OM AREA .oc•??.i,?'.,,•ds wiih (i or 12 inches of rock Uclow thc pipc; [ = 1.5 \ ?oct _ x !c4_7 =15 ?76a1 tt of bottom arca I(OCI< VULU11-1G IN CU [•-I' \f. Rork depth bcluw distribution pipe plus QS fnut times bottum ama: \t =Ruck depth +6 inchcs x Area (H,I,I,L,K) + 0.5 ft) x ucZ= /'2LU ft ROCi< VOLUML IN CU YDS \. \'ulianc in cu ft ilividcd by 2i \t r 37 = cu ydSe?SfLY 27 = 3?, cu yd? ROCK WEIGIIT C1. Cubic t•ird< times 1.4 = tons \r1:1=t(iii5 3-1 x1:2lins SYSTLM LG[VGTH P ??leit trench wiildh _ -3 tt Q. (?o-idc bnttom arca bv tronch width: (H, I, J, oc K) "' P= lute,il lcet _310int,t r«i ,?L Gr??crlles; Dcsikn li) p;pc. 2 for H" pipc.width nf thc C]1ainUcr ) x___ _ _ __ fcct LAWIV ARGA i:. ?cicl t hlnch ccntrr to rrnlcr =_ Ecct > \iultir+k trcnch >P,icing bV linra: leet R -aI0 = sq ft of ]awn aren i?i. a?L = i• IItiCI ft LAYOU"C (Use othcr sidc) -- fcct. E,rr;uiont pniporh' houndarius, riglit-ot-way, casemcnts. ?•It"kX 10tatiu11 u[ liuu,c, t;arogc, drivewaiv, and .ill othcr nnpn,% ent<?nt,, cxi<ting ur proposcd k. Inca!inn nnd laYuut uf scwagc lrcatinent systcm. 7;. ?iioi+' locahutt ul water supplY well. -. Di;:irn:ion ,ilI ,rt b:icks and separation distances. P\'?L:I I??L'II I\'?t'III ?'.fC 'tixi I.tiu JSi] :IA I _IS ([l0 I 375 ]N, , .rJu: 750 450 ? y 'NX1 I 5'_S ' 7?.t?i I(11(1 Rl%1 Ilnr CUIf 675 4rt. , M i .ol1nna. seprirra„k capatio Nwu6ci „1 tifinuumr.LiymJ ? -- I.iywd..y,.:??n Ncdcuouu Ca1111-m ? ol Ic.,s 74(1 -- Jur4 11xin I s„rn 1101) 7. s m Li iuou _o., Sail Chnrwrhrinlies and Ite??uireJ .trr.?. fur Sewa •c 7rcatrurnl I4n?dnu..n6aaio •r?.?. nm.,.?...?.,??,.i? ;"er,...... I?i.mi thnn ?1.1 • l'??a,c •..:nJ I . U 1 tn? S?iN ,• llle?i Pwe].:uJ'• ' li m.15 \ih L?eni ? • :e u, td, 4-14? i,..?, ? I - 51o-u tlun 60"" fi., • Swlea?nunehr,<...???m,i.?,n.i '\ l Lninp 1DY w murc ul ?bi.r ..nJL pIw,.w rnc und ... l wflL Inu L,gb.i h? rn?.c. .i.l r, r 1n11.,u,?????ld.l„?„,,,??Abd,?.???e.,?e ;. .?? G inclies= 0% Reduction* 12 inches= 20% Rcduction 18 II1Chf5= 34% Reduction 24 iuches= 40°a Reduction ¢ sizing for gravelless trenclt obnc c,... f ? p.p,. Rl?ck I8-36;' Wi.llh K,SITE RTCQ2J7PEA3VM ItTo r,n;['Y,0.r,t,[a.^. •^.f+h-.^>nit intt,r ?.rairKi:l: araaic 3:;Oi7•°?:, r',^.?::y ,E'hr kn-Airicietd kefl cst 0 r{i aii'Zp;Irric Orr"4,r? may r,fi!v?i???" :L•ninfielleiteixregyirti3(niteownzr willpvuvidraegvxutiu3iandtiuaintenaluz as eoon ea poseibie; donnanc seea`if nee6ed -1'tilutiiiciea muet he rrnyted aroiu'tdcne eepiic epecesn. . Tlll5 ECy'itC 'oiiC ii?URt ROt vtE' d19tLYC"l2.i. PqO I_6'e i"IiCFiC?i3 fI:1tCC:?l( dL? j13ii?bFe. @f;k.) rRLi h£,' .irQi C a 25FetR UCtkiepeupouedeite.L'qr'uu;clee++ul;tiwJ?o:Wt?„c?iw,vltl,rexidtuag fnrrufmunr careFulnLLrzjuuu rrniar be nnid to ihe eent'te pite, Faitire to rn.mpiv vji}h er.ptir. srtbnck rrqt7)rcmnntn will raimr thip aife rn ue cViiuaiiuleii n .""' '• _ -? _ r ? _ . . . _, . .. _ ?uij? auea ?tni,e nq?iu' c?i.ee wiii auu a eigi+wCa u. Gun'e. ICiu nune i.G,uuo =+a ??e?4 Pdo compaction oE Yi1e sail m the drain[ieiti area ia eiiowed ottote or efcer eonsrruction 4 icecp atl [raiiic nff titn ). FPtlrlttg nCrI"OYP.rt1T1g :•G(he r!•roinfte.lt! arr.i PRIi.`R TfS THF, TS9?mTr_ n-7 -r;?.rc r`r.TtivIIl', 3ca?ii?(b??Jdi1???f'ui0 `wai?iiiaiusit???,:niiui+?4+ul??SawlAl@IG13U}I14V?IR9VViiOnj??bbiui?.o:.: ber?manetrtlyme?r.±smerl.Af!„U'1'JI.,Cf?1n,,lft?i•uv}rr?rnNC7P.l24rir?ny?r.t'1?CR2FR . J. ido e2rUage disyo?al allc?wecL ?4yr?,?? ??„i?t, n a?kr7ielana! septir. ranl: mit?vr »r nr7?3ed +E a a„±$.±;;? ?tiR;;n?:! i=_s 7•t?lFd. : r J. ivv i.'3.I'otii.niiisP(?St'u.riLLtivVEli. i:ii.:Si Ec. Flir 5 f)[f?771 hq TYw uA=2}TA?wTlla V Ci riT=Tr, T?iCT67 T feTf('iAT f'(jwl'{'A @r"+i'i .P h.}T, (. _ ".?.__._-.. . .. f. RC,'LF$;I}nI2dT., fiawjz, AirTii.tsC:ni. A7fii:,45rti?l ??ntYa,Tg fywiYfsirs7? 5'tVP7Y7 nQRf1 a1??•t:• lU . Y£?.i?tf?°[rJC`c?Nt`l?lriu`I"T???3.rNmr:"?LaYrt`a7'[r'4?vC['?? P.?`l2???In:R:tc.rx*?,ys.t7fR. iAYYt51L1?liSUtLiJCii? iiua.Uulcy ,9r-I% Fn»=4: -vp-Mit-Vn.2E?.h:c'FO*lhRE .rnrrw•a-MM rnrsI?F'?'Pp-??3FEi?e%T ttF'4r,' --------- - --- iii -- -_,. - -- -- - .._. _......_.__......: -.----- u.+.??-rr?iaiiiiCii.. iitiijL.ivi:?i.ib Y :yi?piw:.i.i =F'_"??&2l.?'}k@-?C?+H! ?1.iiG1?c:!:1,Z1 ?Rnnt}?V. C:licTc nrvL1F'tL2T?CsEF????T?.2vvs ----- ? SIGNATf]RE 'EfJ BE VkI,II]1 A? Welt wi116e upgFaded to meet neUzack standorrk nf 500. by a r,e;c+.ifeed arell contractor, A,:tual rnininnyn diet:,ff3ce Frrlf-r? wa1i ti+ihe etceeat point r,Frhe tkriintiFla ia ( SZ )T?P Hnrnp o+ener ie rF!? [O91'UViqe yjy WCil f19[eJ1Cl'Cqtl? tq(l1 ?'eFiqyrjpjyle i?+2-wqF! I{Dlt"`SUrtl.. Y v , e c.? •,b ck?=?11 00 'CoC-k m'w\i rriUm o ? 1? lncj\&s C)Uzy- Cac-k ?? mur?, -?r ch ?h os o?q 1 a,sf - 1 r?ch.es ?'ed r5ir I?e.?ey- or y" 1?v or ?/`? 111C??'1 ?a c?,?cL ? hc?''1 C? !z_ ) I ?7 ??, ? {'.•P_ ?< <, n ? ? ? ? ? r .?- ? .. ? ' ? ( (, 4 M 9-q dyIkk .? ? i 7.. v?,? . , ? 1 - .; 5"\\C>-i ? f "'"'??•.-. +` „-.`._..__?? c? i7?•, 0???4?"?Cl?.ii,'r:.?i??? ?. ? ?,--?--• {?, :? .. ?r?7 ?......_: __'__ '. -. p --. _..___ ..... ..?..--J _, . ? i,.^•i't'- 1 ???„_ `,•.?.? ?-- ? --.?._? _..__...._..,..?......_._.... ?.? '_ ._. . _.. _..__.'_.__'_' _.._...._ _...'.i. ? ? ? i ? s? .... .. ... ?? .. .... . .................y ? W V+? .?.__, i _ ?^--?.\1`s71tt•'?_'/ !\ \ ?t r^?. y I' j('!_) S _r• ? ?l(b'??C '. 41 + L ??- ? . .?trllC? i 1 ... .?? ? i Cest hole location f?ft;l;?i n `.Ytf(???4ctP.????ffS li?f Hole numUer • ?? - )ata tcet' hole wan prepaXed 1? T,/Ty 77 DepL•h of hoJ.e botCOm, /? inches_ )±ane[er of hole, inches, 3oil data from tcst hole: Uepth, incheu Soil textule 1:v-el? dethod of scratchinq sidewnll_ (,r.?',•i,.,, -i?•?, )epth o: pea-sized gravc7, in boteom of lio7.c, Q inches. )ate and hotr of initial water f111ing )epth a_' initial uatcr filling, inclies aUove holc bottom. iethod used to aaintain ae lea3t 12 ifnches of- water depth in hole for 1t ].cast i hcurs _ r?,?.+i? -Sn?.?-.:_.. r.?t ,n•.-+\ . ?e:colation test readings made by CPOn)? LC ISAC'I ,"ik r`7"l iC }.,e-:;Ion r??J•t'?`"i'1 starting nE C?c-,?? hfaximum wnCer depth aUove hole bottoca (date) . F??• , 3uring [est, 9?inches, ? Tine Percolation ' . Tiae Interval, Minu[es Measurement, inche3 Drop in water Zevcl, inchea rntc, -. minuCes per inch -Remurks t,, ' • ? =l Z o ? %Yc? ? ?? 7 n y va ?. I OO J ( r,'I l: ? ? ? I I ? ? ?ercola:ion rate = /0 ri{nutes per ittch. ? ---? _,?.._._.__......_. t hol? lacativa NnAit\ ?,Rrn?rtce fj1(If ??-I Ho].e ntuiiber e iest hole wa3 preparcd 17 Depth o£ hola bottom,72 inchas. Meter aE holr_, In inches. 1 dzca _`roa test ho].c: ?e?th, inchea Soi7. Cer,ture ; 7. SY1z 3?`f -- ? ? -?,svf<- v/0 . i :hod c_ ?cratch.inr, oldewall 1..??i..n -?r•r1? • ,eh o` _ ca-sized p Eravcl in bottom oL' holc, inchcs.' • . /- .e a^d haur nf initial water Eilling ?)C ;'('?x\,•. r'1? J. .? ? ?1 -th e= a tial water f.illi.ng, S{-inclics aUove hole bottom. :hod used to =aintzin ?e leaat 12 i.nchc:c of water depth in tio7.e for at least '. ;cc_s - J?I en..,-.\ ce'_zt_on tc,t readi.n;;s nade by •a.m. starCl.nE ?t (Zatc) '=°E; te- t. ?i ?' incY?es. !.cl .•l??'.i?.?F?s on , MaxJ.mum water depeh• above hole boccom . ' a^cQ Interval, ??inuCr? 24casurcmenC, inCt1E2 Drop in water ZCVCl, i11Cl1Cs Pcrcolntion ratc, ir,j.nLLtC'9 ]7CY inch •Remnrka a7 !? ? ` / ) _ ? d I r ` - /U ? 7 G I Z.-.-`• . ?-?, I 7r1 `? I ?j r) I 5 ? I ? J I -?'-• _ t I I ? 1 ' . i 1 i 1 I "_ '-?--...?n-?....--•?n ?..? L?? rnrv...iwa e.?a?...._____ co?ay:.c:, Lc ?(? a ._,? ?1 1'.liTiUtC9 ncT l.ilCtl. s: iiole location ??I`.n(,itl l;YY Pi?t,iCIC 1l?lis ?? f llole numbar ---} ' •• te Cest holr_ va9 prr,pared /q Depth of hale bottom,inches. .a=eter of nolc, ?n inclle?. . • 'ildata fron test lialc: ?ePr`i, inchcs i/ So11 L'exturc/ n ' ! f1C.•. l .I es?n'r.'C.? ?? 1ir1%- 'Y? / 1 I ?l19(lLI /?C.}JY1 __- ?! K ?? /KJ . , ? :thod e_° sc;atchin; pch of pen-sized gravcl in bottom of hole, inches. • :te ar,c hcv: o_° inicial watcr fi111i1g DC7 :p[h cf lnitial wnter f1111nE. 45-1z inchcu aUovc hole bocrom. •thod used [o aaincatn ne'1east 12 inchea of water Elephh in hv7.e for ar'7.envc ::ours ?l. .1 n - :_eolat'_o? ces_ reading? nade Uy PGn?t l:ciSA .'??G;ir^?IC }?yrn?l?l?e•. o? -_"- ? qtarting ciC c-??_a'm' , Mzx•lmutz wnCex deyCh above hole Uotto= . (dace) --- M. tcs:. indien. ' ' . - . .--- _..t^-^:al, Xeasuremcnt, llrop in water ].eve1, i:icheq Pcrcolatioa rnL'e, ininutes per inch ' . 'Remnrka f a7l? ? %?) - ef f __- - - ZD ? Fr DL?r1 I ?? J /Cl OG? I ?i Yt ? ? ? il I 1 l- . i ? ? - ? , ---- ;iC0:2tiC: :ate >I _ ?(- i rlinute? per inch. .st nola location ?1n?ilL l';(t?n??+?rrf?S 'c-?__ tLOle number •? .te test hale was prepared J?'j ,'r77 , Depth of hvle bottom, /Z inchcs. .anetc_ o_` holn, IP i[ICIlC3. , )il da:a fton tcac holc: . Depth, inc:ics Soil texture ?`?C ?_1?LY.L? • ?'?'? ?,,?•.rr\ \r`u??.rv1 7?S"YR,i??' :thod o` sc.atching sidewnlJ,_,-Ar„ :p.h o_` rea-sized Eravel in Uottom oE hole, ?Q_ inches. ite ar.? houz of J.nl.tial water filling Cl :Pth c-? '_ -Litial water ft2ling, lnchei uUove hule 6ottom. :thoc csed to cair.taLn atleant 12 inches of water, depth in hole for at least j? 4:ours 4.11"'1 - M, n ^•\ ' . test read_ngs made bY ?fGn?c starting nt C.???;y ?date) - ?`?•'-my M. , hfaximum water dept3i above hole bottcm . ? . i:ing .est. ?7" L, inehes. ? . • - . T'_nc Inte-vpl, :;'nutca f[ezsurement, inches AroP 3.n water level, inr.he? Percolntivn rctr.n, minutes per incti ' . ftemntks J > ? ?' • ? ji- }v? !.f` 'y?o ? . l.s Oc]6 ? ? ( i ? ? ' I Il ? ? - L ---------- ?? . j - ----- -- --____ ? .1.Lv•?.?:?Q.? id?L u ?.1 2iinuL•es prl inc1.i. ? _... __ , ... _..._.... .._ , Location or Prvject P?r] ; yi ( F! r?i'ctir??' 1-i:ll.i A:1 . Borln s nade b 8 Y Date \' 2, • Classification Systezi: AA5H0 ; USP,A-SCS Unif.ied ; other Auger used (checlc two) : Aand or Power ?`; P11ghL• _, or Buclcet _; ot;.er _ Depch, Boring numUer Ir-) f 411 feec Su:face ? elevation /e.?p? o ? <?r '- , 2 _ ? Depth, Borinr number ! 1) ;:. Surface elevatlon % `/ ` feet 0 i.. ! .: Z 3 - 4 ? '?•? . :,r? ?i'??%iz/',?jy' 5 - `? 6 _ :,:'',? _ ?•,• o?1-t l cj _ 7 - a- End of boring at L? fect. Standing water table: E-resent at fcet of deptIi, hours after boring. Vot nresent in boring hole ".ottled soil: Observed aC Lj fcet of depl•h. \ct cresent i.n boring holc 0',75c!^vaCi015 aad CO*.."'1CriCG: 3- L q 33- 5- 6 7 - a - 1°nd of Uoring nt •t feet. Standing water tablc: Present at feet of depth, hours aftcr boring. NoC pre.enC j.ll borlng holc FiottJ.ed so11.: y Obsezved ar. ?iect, of depth. ldot present ln boring hole Obse7valler.s .,nd comments: . ) Loca?icn ?r ?rojecc _?t-`a?lYl l R?^f`m1' /-???? '. '- ' -. J ? 3or_ng5 ,:ade by (11C`VSFc? Dat•e ?.} '- Class_ficet_cn 5ysten: t1ASIi0 ; USDA-SCS ; Unified. other ?er usec (ch_c:; t:ao) : llamd 017 Pocier F].ighc or llucl:ef: _ othe= _ Depca, Boring numucx 03 , Deptlt, Doting number '? -• - `eet Scrfzce elevation in Surface elevaLion - L•eet 0 i - z- 3 - u - 5 - 6 - 7 - 8 - l.? ) ? i E.^.d of boring at feet. Stanc'iag water table: :?I-esent 2t feet of depCh, haura aftcr boring. 2,ot oresenc :n boriny, hole , ?? ? /`?„' ?.? '?,?lit': ;•: li . ,' ' Sr;..<<..i .-- i 1.. ?S?% , z -- C?V 3 - 4 - i „ 00 ?j-???:: 5 - 5unG1? 6 7 - 8 - ? End of boring at j? feet. Standinp, wa::er l-aUle:, . 1'r.esent at fe(at ox denth, _ hours after iiari.ng. :iot p:esent in borinF hole "ottlee4 soi1: . )•foCtJ.ed ^,0!1: r? Observed ,: L1•? fcet of depl'h. Ob;cxvcct :ic ??tifcr_t_oi depC'.i. ''C: pr^sen: in horinF ho7.c 1'IoL• pr,cmCnL iit boring liolc DbSL_^.*dtiCilS a1d COffw^ICIItS: O'U'Ji:N11:iCi1S :R[t CUmti,(:IlCS. ?J Lacat:.or. o: Project ? Barines Tnade by I-Y'(-- /\k ? 1t`'iS?,i ? Date ,1,'-I? - Clzssi:icaLlOn Systea: MSHD iJSDA-SCS Unlfied, oC?er - nufie: L'?cc (cnecl: two): lIand `, m• Pnwcr _./; rlighl• _, ex Sucicec athcr De?ti, Sorin; numbcr Depth, Soring numbcr A4n Surface elevatian i:1 ?ee_ ?? Surface elevation ',''7 0 I J --- ( _ - ? 1V6 Z _ `U...?.-?. 4 _ ?r „ / q6 - L` n db -7. Sy?L.`I 5'- rv,t,111cy- (r, o}, 6 - i - 8 - End of boring aC LeeC. Stzncing water table: *?--'eser.t at feet of depth, houra aitr.r borlnr. :rot present ia boring itolc , Mottled sail: Obse^ve3 at fecC ot depClt \at or=sezt in Uoritig lialc t'bSU=?-2=iCII; a.^.(1 CCIuIlCitif,: fecC 0 / 3 - L 4 i2 - ? , ? I r C S C. -. (,i i? 6 r 7 - .8 -- End of boring at feet. Standi;?g v{ater CaSle:, i'resent at: ' fent of dent; , iiours afCer borinZ. tiot ptesent in bozinfi holc hfoL-tled ;0!1: Ob;rzved at Cfeet:.of: depth. S. ldol' prcrpnt in boxing hoJ.e: Oboer.vaClens and comrtents: PUMP SELECTiON T'itaCuULjtE A. Determine pump capacity: ? Grnviky I]islribufinn ? 1. \Sulimum susgesled is 20 Z:I?m Z. \1.uimum suggcslc:d is 45 gjnui ly` Pressurc DistiUution 3. a. Sa[ect nuiuber oE perforaled IaFarals {' b. Select perforatiun spacinb = fc: ;. C. Subtract 2 ft. from die rock Inyer len?,tli. e:.G?...<<.?,xm-?Et.= tcit. d. Detcrmvle the number of _paces bcttivicer pulcr.aiur.s. Lensth pcrt. spacing _- It. =- Ff. = _ sA,aczs c. spaces + 1 = p,.rforaLian,/ia.cral f. \1ultiNl}• pcrforatiuns pcr latcral by :nnuUer uf :a,crals W yct ta1a1 numUcr of pcrEoratians. M. = x pcrfocsiinu.. ?• ,-.r =_.optn. SE•LrC1'L•U I'Uh4i' C:aPl1C1'iY B. Detenninc hcad requircr,icnlc: 1. Hlevation difFerence betwecn pump and po;nl oC disdcirgc. 2. If puinpul ; to a pressuze distribution systcm, five feet forprrssure required at nivlifold if gravity systein, zero. .::j feet tido ,.TI? ? 3. Frictionloss ` r; a. L•nter friction loss table with gpm and pipc <iiameter. ?k> .......... Rcad friction loss in fcet per 100 feet from taUle (F-14). F-L. It./100 ft of piye b. Deterrninc totul pipe length from puntp to disdiargc point L-stimate by adding 25 pcrccnt to pipe length for filling loss, or use a fitting loss chact (F-15_CVLl). Equitmlent pipe lenglh -1.25 times pipe length = I t+0 x1.25=I 'L ?-' feet c Calculate total friction los's Uy multiplying (riCtion luss in ft/100 ft by equivalent pipc lenglll. Total inctlon Soss t x -'? +100 = '. 7 Cect . Total ltead reqii:red is flic sum of elevation diffcrettce, cpecial head requircmcnts, and total friction loss. (l) (z) (sc) TO'I'AL HEAD feet licad Pcrtonhondtamattr ? licrU (inches) 9? Y t.r., osr, os3 ? 1.5 0 69 0.9D 'L.OL O.SB I.0-1 11 ?:.N 1.0 fOPt Sii1& llUltiCi. li Usl' 2 0 IL'CL fUI •UICItLRg elF2. ?:..,:m",t _ :.t.•? runl p,pr lrngw i FlevnCi?n [:?tieren:e , Friction Lass in I'lastic Pipc Nnminal pipe dia. ?'?OW1?1lC .. , 11 13 2 5 SP"' 20 2.47 0.73 0.11 25 3.73 1-11 016 30 5.23 1.:;-9 0 23 35 6.96 106 0.90 40 591 2.h4 U.39 45 11.07 3.25 UA8 50 1396 399 I Un3 rJJ 4.76 0 . n 60 5.60 o.s.>. GS 6.i6 09= 70 7A+ 1 7.04 : . Pump selcction 1. A pump must br. selected to delivcr at least a's gpm (5tep A) tvith at lcast ') 0 feet of total hcad (Step B). cc C] ":ff]Ln.L ? V, r." 1.J "' 11 PRESSURE 17TSTRTL'U`l'I(_'N SYS'i'GIVI r? Select number ot pe:forated latcrals J 2 t 2_ Select perforation snacing = .ect. 3. 5ince pcrforations shoulLl nei b:. ;lus r tli.u-L 1 i'c. iu the ed?e of the ro.:l: layer (se: ci;c;;,L,-:i;, s?i?,cacl2 it, ir??m the rock layer Icrtgtil. r.,?.i: i.,y,?r i?•„? m '" _ .. _.. '_. Detcrmine ihc nuuubC1' OI u,ii.CGS ILI,:i,: Divide tho S.-"ii:,y ana rou.?d dOiYR f0 T12:11'C'St WllOld i?L11itJL'_. Len` lh erf. sPac:.rg it. :- _'1 P v sp r, c c s . (3) 5 . 1Vutnber of perEorations is equ11 to one plus i11e number of pcrforation spaccs . spaces + 1 = 7 ;pextoraiioiis/lateral 6. Multiply perforations per lateral by number ot laterals to gct total nuinbcr of pc_rforations. lamrals x ycsts/(atcral- ?? ' ,Pcrforations. 1Jetc:rmine required flow rate Uy multiplying number of perforations by flow per perforation .7? Y`I _ f ) }.eds X S]'m/Pcrf - i n-., gPm. 8. If laterals are corulected to heacier pipe as shown on upper example, to se:lect ininimurn required lateral diaineter; enter table with perforation spacing and numUer of perforations per lateral. Select miniinum diameter [nr perforated lateral= _IA_ inches. END PERFORATION OF A PERFGfLiTED LATERI ?cm:: [over `,; ` -- ' ? j--tat'er vl Geale.lile ra5nc !i,, • I.?ti???r ???'.? V"ci ? .,-n 16)c' V! tX Ilpw CiYl1 , . . .?:?_w?jft ,,a0„, Iti.a W. coP fimr Eap LI Leosl 12' 1o E jrulc : I:IA i1c:Y:. ?. , q cf Rcu lo)er % ?PCrto?ovonsLaeviea ?; Llc.n Sana Layer ao?mm or Lmr.al Or ;n:?l Soll Pmpnly SmnOeJ Gclarc VWpiry S-eJ Laver ri,.?.i ?I %„•-^?-? I, , . u.?u I.nA 0.j6 I 0-74 z.ov 0.80 ; 1.04 a. Us-e far sn?;le (nm?iv lmme± 6. U:.c !ur all uthcr a?plun huny 12nxioiivn riuenUer of qiia:rer incki per(orations Inter.11 to giumantee < lU'b d3scharge v.viaric Pcrforahon Spaang cravt> 13 ? ly 2 2.5 1.4 ? 7.8 25 3.0 13 ; "17 26 3.3 12 I 16 25 4.0 11 ? 15 23 5.0 10 ' 14 ? 22 r.wnrui_n i.ocu¢ >. ;ua o= m:i -, ° _?'.?°"" ? ?i ".. ?•t??.r.?:'°' <rss' .cT? Ln i M vCnFGMI['J -C V 1.3 f:? oN[SiW! NS?P Vu•.Ow ? y?.nJ C? If perEorated lateral system is attac.hed to manifold pipe near the center, kower diagram, perforated lateral length and number of perforztions per lateral wiil be approximately one half of that in step S. [Jsinb thesc valucs, sclect mininutm diameter for perForated lateral= 7'° inches. l; ?;?„V?..M1iT?? "W:?`,: ?rr+?.-?• '??? Z.d •?. ..r? ? ?.... ?..r , µ?.N'!c DAKOTA COUNTY MINIMUM SEPTIC TANK REQUIREMENTS IN GALLONS Number of Minimuro Minimum Liquid Minimum Liquid Capacity with Bedrooms Liquid Capacity wit6 Garbage Disposal AND Capacity Garbage Disposal Basement Sewage Lift 2 1125* 1125* 1500* (750) (iias*) (isoo*) 3 or 4 1500* 1500* 2000* (751) (1500*) (2000*) 5 or 6 2250* 2250* 3000* (1500) (2250*) (3000*) 7, 8, or 9 3000* 3000* 4000* (2000) (3000*) (4000*) * Multiple Compartments or Multiple Tanks Minnesota Rules 7080 requirements in () for reference and comparison Multiple Compartment Tanks are required to have a code maintenance 6ole (man- hole) Por each comaartment. Desiguers aud installers should inform hame owners of the need to 6ave ail compartments pumped. As-buiit drawings should also reference this. Homeowners need to be able to }ucate all maintertaQee holes for the pumpers. Designers are required to state the correct Dakota County tank sizing Eor replacement and upgrades. It is highly recommended that property transFer complianceinspectious indicate whetlier the sept3c tank capacity meets the above standard. The buyer wou1J then tre informet} of t6e Qeed for adt3itioaat septic tank capatity : equirecicnts trefora ttddiag a garbage dispasal, basement sewage IiCt, etc. Questions regart}ing these items may be d'ereeYed ts yonr }ocal Muaicipal Sewage System Inspector. O:\deptle?ugral\walmlmrseca p . ? .. ' . ,a BEISSEL'S EXCAVATING From: Frank Beissef '469-4054/5363/#ax4018 ` . ; .. . _ - --- - ---- --- ? ,? ,, li(OO, I:'VT`iIVFT'JUAL SEWAGE TIZEATMEN'T SYSTEM WORKSHEET + l`?A?? c1 fYl?cl?n NoWe i? 3?z11? FLOw (?,t-l1Ils A. ? Fstimated 9?7(, _KPd H N5N-"4LI measured x 1.5= gpd /-4 tfjZ_Z&yQ SEPTIC TANK VOLUME S f -)Ccz' gallons 16' ?' wM C6 GM? ? SSCiLS (?ite evaluation data) C Depth to restncting laycr =_ y L feet D. VIaxmluin depth of system C- 3 ft feet E. P Texture 1",?Percolation rate Zv MPI SSE h ro ,q [t/gpd C: jlonr N TRENCH BOTTOM AIZEA H. Por trenche? with 6 utches of rock below tlie pipe: A a F =Cct__ x??L ) _//x--sq ft of buttom area L For trenches with 72 inches of rock below the pipe: .A x F x 0.8 = x__ x 0$ __ sq ft of bottom area r Far trenehes with 14 inches oI rock bclow the pipe: .-1\ Fx 0.60 = x x0.66=_sq(lofbottomarea K. Foi trenches irith 24 inches of rock below the pipe: aaPx 06= x_x0.6=_sqftoEbokromarea BED IiOTTOM AREA L Fa seepage 6eds with 6 or 12 inches of rock beLow the pipe; 1.5 x A x F=1.5xbtc x/,j_T - 1.r06Iq ft ofbottomarea ROCK VOLUME IN CU I'I' VI Kock depth below distribution pipe plos 0 5 fooe times bottom area n-i =12ock depth + 6 inches x Acea (H,I,J,L,K) (? + 0.5 ft) x /cez = ?rLZ ft AOCK VOLUME IN CU YDS N. Volume in cu ft divided by 27 M= 27 - cu ydv?Cz-r 27 = 37 cu yds ROCK WEIGHT 0. Cubic yards times 1.4 = tons N x 1 4= tons 37 x 1.4 = i Z tons SYSTEM LENGTH P. Select trench width = -3 ft Q. D[% ide bottom area by trench width: (H, I, J, or K) + P= lineal feet 1c:j$--linealfeet Ql. Gra?clless Design Ax F - ( 3 for 10 pipe, 2 for 8" pipc, width of tho Chamber ) x - feet LAWN AREA tielec: trench spactng, center to center =_ feet S. AIulhph- trench spacmg by lmeal feet R x Q= sq ft of tawn area =33Lsqft LAYOUT (Use other side) i ?o!ect an appiopriate scale; onc ?quarc =,.? _ feet. '-?hoir pei tinent properYy boundaries, right-of-way, easements. ? Sho?? location of housq garage, driveway, and all other unptovements, existing or proposed 4. Shrnw locahnn azid layout of sewage treahnent system. ? Show location of water supply well. 6. Dimensinn all set backs and separation distances. Estutuied Sewage Flows m Gallam per da% 1 (? d) I Nmnlx:1 "1yjk-1 Ty ? ? Tv?z lII 'I T?x 3eUrouim i ? too 'zs iso 605, ' 450 300 2?S 600 o(rhe 750 450 244 ? zil°,,i I <xx) ;z; ?11 2 ? Il, T w I ioso et?n 70 i ? ii l_a? 67s w? I COIJaTR ? Scplic'Pank Capaciticti (in gallons) umbcrot hiu m uumGywtl f u Gyndcap?pullli Bed?ooms Cepant) ?nr6agcci?po?al zof i,.s 750 i i zs s o, a iaoo i;nn S o[ 6 1500 _>u ' 7 8 ro 9 2000 :bn0 Soil Chnraclcrivlics anJ RcqmrcJ:lrcas for timva Le Trenlmenf YcicolauonRa?em Syuu? IO'n sod i"w,. 0"1_:.u,O imru a., r.,zii,' al"'i a i, coa„r s.",e OIloS SanJ OL; 0 1 0o5 r-1111 e,od -- ie; G m IS Snudv Inam I]-1 IG in 10 1 ouin I e] 31 inJS SJiLnem '_uo 4Gw60 CLryIn.m _lp Slowerthmi60"" Cley ..-- ' Sml ion cuarm (nnewag. v.auuart I4c vyeminv for idpi0l> Iwim, ?nl? " tioJ hevmc SOk n, mmc ot !inc ,auJ plus vuy imc sanol •• `Sail wrth too hiFh a pcrcenia€: of._L% mi imLWlaiOon oF nn mgrounA sunderd ..,?smm 6:inches= 0% Reduction* 12 inches= 20% Reduction 18inches= 34% Reduction 24.inches= 40% Reduction *•sizing for gravelless trench Gcotextile Fabnc I ?'RockCm er 4" ID<t. P,fsQ 6-24" Rock 3/4-2 1/2" 1836" Width Z. Ind'rvicluat 3ewage 2]xntmenv 33atr.m Wockstu! ,M. Eiome ownpr: David Madixt ?'3r rtaBa?r7Tit?hTtma' 3ite Eveluator, Frank Be iesel Beiaeel's Excavdiag 23750 Pillsbuny Iskevitle. NIld, $5044 pnbne( 6; 17'46"363; a63"-ab9a; sfs 469401 &" A Estimated 600 spd for a a bedroom howse. F3riscing strucaae oWyrequiree nso gpdper state codes 1040. B. 2 1000 gailon septic tank will be inatalled ff Elevatione of houae aewer outtet are ahove houae drainfie(d elevation(eite gieri ewvey) garity distribution may be poseibte for mein flew ( no ) level and upeteiro( ), e and base.meM ( ), If a sewer lift is needed a pvrm tank in series wifh a! YcA ).. 9 nlm chmribn - M=; and elmm wi(1 be needed for aitE I{a gerbege dieposai is sdded in tfie house an additionsl aeptic tenlE (i OOOgaI) must be inatalled(NOT PI.P,NNID OR RECOMldFNDED) P,IS tetilcs will be muuf'actxed firgin cQnctste WiYh etesi rsitsforeusssnt C. Depth to reahicting soil laycr ( 4) ft in.pnmery aite, depth to reetrieEing aoillayer in expmsion site #1 ie( 3.6 )$ and in attematesite # 2 ie ( 3 ) ft The rnsxirnm of #rench eaccavazion depth is( 12 ) inches in thn primery ailr.. ( s.:e cpse section fpr c The soil ia the primery.eite carmist, of aendv Ioem tapsoiS,( ).1Tie eitemete site hes m?ia?y ( ). D ihe !EVerAgc per,o[atian rnAa for tkie dnainfielA sicc is ( 20 .'hApi with the $l8beat percoldian raze ( 20")Mpi. Tiib percei3tithraze forft alwnetE sitE ic ( 20" } tripi ' E. The soit sizin$ faNAr oF ( 1.57 ) S d c-'r? r ? ? I^zta g_ ? a«. «?.- _ .,.?. i•-- ??e?` . ?-?e_.i3Sr5 f4_.,. .. j' 7'.annF hnh4run o.co in ?j nn? ?,4 ?7 y' ( ?i5 fn'Inn {F/QnrQ 8¢ i} hnttnm uroo 'IStia rt?atem nor} hoVa f P. ?uiviica teiiuvRw?ucauiciuauc?+siaiui}iEc.` •? y`w6}aurik j-(....1ai{.1iialuuiusaIuica rvith( }6nchea o€rock depch Eou?, ( }cubic Yards ar (} tm)x o(rock w'sil be nseded (, 3 i M2S=(: 4 S '7r:.4II.'Cr4. 3 j;z?' `R'??1; ,: t?'i' *??':w ?'!? ??:.3i ??'•'?C?..'^?2.'?, Z.-xnchea,:u:st Ce u^.o at.ed teve2 az the cerd:.urs. ,3. i?sep bex disr,eibcmtonert(S 6t utitiud xragt iimeze.Pracccr.isem eixi;.ud "te eda..?wr= tte:esa?+y. T??aGrrvF?,+Flmrj?,+an 9f:°.IFi ^C' fCf:v.'Cth.7 40 FZ 1Yench width will be ( 3) R wide and wilt require( ) Iineal feet of drainfield Trench spacing ahould be ( 8) feet apatt and ( )gq. ft OP 8fE8 WLIt P1P. fIP,CP.ddARf. APP.RPAVP. RP(lL1C 8C+E8 OE 10,0000 sq. ft could be neceasary and must be mserved for fiatwe usage, .4dditiona} cosror topsoil will be needed •? ooer the drainfield anea, m he proairJed by the homeowner and building cactractor.( 4loada of eandy loam tc,rere;) Tt' a_ vt¢{m staEian wiIl'be necesew[Y , a DumP 6houla be aelected W dellaer ati least 25 pnbut not srwre tPraP*45 Oh*_twp+!reers»rx RvtP!; '??? ;+#!e*t'?x.4 A ??r.imro!?fzb•+!?eers;?. ???!r4? 1 The Curet level endthe ?s'iaire wiit vtiliax gravity flow aruf a yrindar purcqr vtiti be ir"ed iri thc haR¢anent., Lption #2 instalt a 3F`Ott ?€m pccr?t* ?tataaxs sRcr t4sP sc.ptic t,w-c 1'sRing thc ZfflllEilt W CtY2 dr3%5f12{d ffi'2d, EpLiCi]f`i kJilid be ff2i2ctL'd to tIE11Si*r it lEH3C25po] bllCn6I fl]OS'c LCfw.45.8:ltR'1.R L'tf LT*R.SiE SfftTT[ [P1: ^!^..I5'SM Leet ^. .._.?... K. SMREQVIREMr.'M NTo compar.t;aa :t ttw ao it ia ffir .a.?,^„ir.fiald arr.a is -,: lrxwr..d Fenring.of tSte crAiei[Fgad Area t4 xbep ati PYaznc n[r"?,cE m?y nt? rer}?;rrpa.':s€.'en?ng nr fYc?k ru#isb?n?a ?o?tK sms ' drainf"ield site is required.( site oevner will p;ovide vegtixekian and maintenazxee es saon ae poa§ibie; dormot aecarif needed -1tilmUiiciea mus't be rnu"d arouaathe septic syetem Thia aeptic site must not t+e disturt+ed No cor,eu-e;ct;c+n rr_aterialf d±rt ,' lurnber, eet) canbe storsd with:n 25 feet of ttte propoaed eite. Duriitg derfiolitiurJetrrwlruelitm uf Ure exiut'uig Cattu kwuse eerofui nttetdion rtnsit be nniA tn the aeptic Rit,e. Failire tn rnmply wjt,U arptir artharkmgiir?snta cPj)) r,mmr thin pi+.e tn ue ?iauueTiuieu' Ful'? tii.etZ?.e ecF?u. ei?eu wiit ntiti n 6yy?uii."y'u ?ifs? Si?4sEnpe iu,µue'}n Vje1.i.. Aio compaction oi the aoi! in the drainLieid erea ia alloweci teEorc oc eftcr eonativecion ( keqp ail trat"Fic off site ). Fenring or protesting c{ tha drsirftR:d asea is srtr:irM RRFCIZ T{J= I59TJ47r OF THE Fr']ZNIEP. 3ecdi:?g/sodu'u?g vi Ltie wle siuiie iu riiw au.i kdi uiii:utb23 soiis A s 1-eqLlii ev .- soon ue yves'ib 1e Mao' 6epKmsnerltlymsitLat[led.ALS,Ul7?.T!'-F F:ra, ArrM •I ?, R y_nrrrErj) A. nrrunuavV r,n4xae . J. 230 Q'9rbW (1i8p068I 8II6Wftj ay *his deair,, a additioisal ee}itic tark renLqt he i.ldert ;f agarb'.2oa etigpoyat <R Mced .: I 3. ir'OGARBt13fiDFbrvSili.iaLLvWXI'i. iiicr.i.r'uL,iiR ivuucvia.tviiidi;h3i.""'}UT.E?J3T9E gc YI r t iWRrr7 t,,a D ETEk?,??FD nvr,alco±a CF fsrT1'?, r?TALA'!Zr,ar r0 ? rrk ktT r,p .k_t,TL', h i,?11= F';s'INW'iPiG 4:1?41117?aVA;? i. ALL EEDfiRAT., 6Tdi'T"c , AhTi Ltrt:iaL BE3ZI.tiWrl c:t3ilBs ?dPPL`i Tt}TFiL9 PRwz-s':T. Ai4nnL%satP tewap rrnaex„?rr{ a}vt?_Tr szru??ard?s e7:a; t6: ''MO arp!?• f* dra1vi ,V€slffeMh_=m. wnJ uanaarw. aLa.3Pni;u+iiiA -'xKS M'iS6TBE V7&tFUM rsY IhiaiaLT:wllcsN 0XIMaCTu6c MZ?X!T3?'thit?tC7!''It0l+f.LHfP"Y?R?"f? M±'$trl+CA7VWalP7HK uet?'?FERt&uMI'iUA, i,-iAT AT:.it.WLuFiAM.i:Z:?iusT? XC-h A'tiP TT"1:.$ -tnt EYRLLT17IO?7 akA1 TY?M AL4Ly 00"XCT "f'1 TP-r P"[` GkF'a!Y e.s'Si3 iC'LS'ai:im. w.ilYlfaisiiwiG :rA J$. N??tiMLkJ? ?k±C?R2?!!?L LL?+??2,"r. Z?3fNL2F3E?, _ND t?ApC?E8ZE3?TZM.AY LT Y\Y V ???wV. ••-•• 4 N?tlrY4YV?l.J sicxaTVxE ra sr varIID) AS Well wilt he upgtaded to meet ssrbnr,k atanderds of 50ft by a certifie-i aell cordmtor. lv:tual sninirrmm dixrroiee fivrn weti tw ttie closeet poirn of the drriinfielc3 iR ( 52 ) Ff HarrtP owner is required tvprvvide aii weii data rieceesmv wid rryuvnsiole icv weJi qPgrnuee.. i TRENCH ROCK COVERED WITH PERMEABLE SYNTHETIC FABRIC OR 4° LAYER OF MARSH }IAY OR PIPE TO NEXT STRAW OVERED WITH UNTREATED BUILDING INLE7 F DROP BOX PAPER ?RED ROS'IN)---7 ? I?Y EARTH BACKFILL AT LE 6?? ABOVE TOP OF ROCK DrrROP BOX AT LEAST 6" DEPTH OF CLEAN ftOCK 3/4" TO 2'/2' DIA. SEE NOTE 5. MAXIMUM LENGTH = 100 FEET OVERFILL 4 TO 6 INCHES ? . INSPECTION c- WELL BACKriLL •"f. c- cr?o 0 4" DIAMETER INSPECTION \„ WELL WITH CAP 0 0 a NOTES: I. BOTTOM OF TRENCH MUST BE LEVEL. TOP OF TRENCH ROCK MUST BE LEVEL. 6'"TO 12" OF S iii BACKFILL 2. SLOPE ON DISTRIBUTION PIPE IS E3ET'>VEEN LEVEL AND 4 INCHES PER 100 FEcT. RECOMiPriENDED SLOPE IS LEVEL. 3. DISTRIBUTION PIPE CAN BE PERFORATED PLASTIC INSTALLED WITH ONE ROW OF HOLES qLONG THE PIPE BOTTOM. PIPE ?? ? ?2 DEPTH OF MUST HAVE A BEARING S7RENGTH OF o ? ROC K ABOVE AT LEAST `',,000 LB/FT. PIPE ?OCK R? AT LEAST 6" OF ?o ROCK BELOW PIPE. SEE I NOTE 5. F?- I B" TO 36" ---- 4. SCARIFY TRENCH BOTTOM AND SIDEWALLS AS HIGH A5 ROCK WILL BE PLACED IN THE TRENCH IN ORDER TO EXPOSE NATURAL SOIL. REMOVE LOOSE SOIL BEFORE PLACING ROCK 5. WHERE TREES ARE PRESENT OR LIKELY TO 8E PRESENT DURING THE LIFE OF THE SYSTEM, eINCHES OF ROCK MUST BE PLACED UND[R THE DISTRIDUTION PIPE. d i w TRENCH CONSTRUCTION DFTAII S f . ?? ? 51 j??----- !----MOUND FiLL 4"- 6' ?.?,•1 ? ' ? TO ALL04Rt' FOR SETTLING -- .'::----GRASS COVER ?'?---'-6" TO 34" OF SO(L COVER ABOIlE ROCK - ---7?-`7'? 3/4" i0 2. V2" DIA. CLEAPv ROCK /_r , ? L--- j?--- ? '4 - 6 " LAYtR OF UNCdMPACTED HAY OR STRAVV COVERED WITH REQ ROS I N PAPER -7RENCH BOTTOM MUST BE LEVEL THROUGHOUT LENGTH ?''-" ? ?? -- j j --- ?---- 2" M!N(MUM ROCK COVER ABOVE PIPE MINIMUM ROCK DEPTH BELOV'J PIPE ? ?EA ET 4" DIA. RIGID PERFORATED PLASTIC PIPE WITH ONE ?? '?• pT fE ROW OF HOLES ALONG BOTTOM WATER TABLE OR IMPERVIOUS LAYER SUCH AS CLAYPAN, ROCK, ETC. \\\ /?/ 0 ? r .?- . F = ' ' 0bo.C.f?-?'??? oU ? l''O clK - ? /?.st ??ch.es ? i ?,?? 0 y.. ? ?? . ? ' I NZ, /2'` ? ? ;•°'^,r ,'E^, !_'J ?. ?? ?',-?; ?\ ?9ax? .,.. :..'?'Y Y' i nimum a?- .?. roc.}c . . 1??? T•?sn oY\ tr?.h?s o-? ?ocK ?1vw d?s+rit?v...-?;or ? ; S?a11f?,1 (?t'L1?jV'; 1C?1C? ??•:• rt i Ctc? 4 syf 4i•?,, y rn ,5 dee?r?''RGx or Fres5u« 35 ? 62, ??? - - •? ? - ? --- A O G i ?' ? I i i i 1 I 1 r i ? E ? ? i ' I-I GCO, ?.a erf 9 z iatd-, 5c??lic ? `' ? t(??x Sztnc? S e FH?e ^ y ,?/ ?? ? P14d ? ; .?_ .? P ' t 4 PERCOLATION TEST DATA SHEET Test hole location ???aaR l',Tif"N <5F_11?115 Rc? Ho1e number? . Date test hole was prepared 1g T,/v 57 , Depth of hole bottom,/Z inches. ----t------? Diacater of hole, i.nches. ,Soil data from test hole: Depth, inches Soil texture L n (- ?-t7rl'j^79 C"' ./. ! . -7 t-?bcr_ ?7 f. . Method of scratchinR sj,dewall. /" 11.r-Ar" -Ar-:-NI Depth o: pea-sized gravel in bottom of hole, inches. • Date ar.d ho6r of initial water iilling QCD Depth of iniGia2 water fi2liag, `vi-!a inches aUove hole bottom. !iethod used to aaintain at least 12 lnches oE water depth in hole for at least 4 haurs _ ??i0 'S6eA ?._... - rvrte, o...e.s. Petcolation test readings made by ?P<,n1? I.?.tSSC? .1"i Ir ., on ?1 staztin at ;a'm' . S Maximum water depth above hole bottom (date) -?.m. , . duting test, inches. ? • -Time pe[colation . Time Znterval, Minutes Measurement, inches Drop in water level, inchee rate, minutes per inch Remnrks ? • r YI I! 92t? r. ,C yc 3 ?? ?/ ?Cl Y ?- ) / OC? L> I? I ' Pezcolat±on rate ciinutes pet inch. -----•-- -- ---•T--__ __ .. .._.... - --_- - , . . __.._.........---- . //. Test-hol^. Yocation C?n?if? Hole number • ?? Date [es: hole was prepared vF Depth of ttolc bottom, /2 inches. Diace:er o_` hole, (n .inches. Soll da[a fron test hole: Depth, inchcs Soil textuze o -? ? : ? ?, sY2 3?Y . 7,5Y2 ltz ? Hethod o: scratchinq sidewall. -} Depth o_° pea-sized gravel in bot[om of hole, ? inches. • . Date ar.d hou: o' initial water filling Q0 Depth o` iaitial water £111ing, 'je ,,-12 incheo aUove hole bottom. :?athod used to naintain at'least 12 inches of waCer depth in hole for aC leasC 4 hou_s H.-on, r?) r,n..._...t ?ercelzt_oa test readings made Uy FfIo."m '? ;a.m: Ostartjclg AC ?C???l • (daCe) l?.m. dar±ng test, inches. . Ti_e Tioe Znterval, '.?inutes Measutement, inches ' Drop in wuter levcl, inches Percolation rate, minutes per inch ' . Remarka ??o I ? yy? ? 2a ?, ? z_? IOc%J 1 I / I ? I i - . ? I I • -- ? . n n ? q y_... _ ? SLI ,Z?vC ).?{?1,, -, on ? r1aximum water depth abpve hole botton ? Percola>.ion rate = ' 1 ? ( , ainutes per inch. .. 3 Test hole`location 1n i 1? ?t 1 ?) ? Hole number ? c'tr????cA?II+fS i<°_ - Date test hole was prepared Depth of hole bottom,J /. inches. Diameter of nole, (t+ inches. . ' Soil c'a:a fror test hole: . Deoth, inches SoiJ. Cexture ? ? L, ' ?h r ? l J Oi!'dk,.r / ?8r ?5r? 'iethod o` scratchin;, sidewnll (.,r,r0'. -}-'-A J Depth o_° pea-sized gravel in bottom of ho1e, ? inches. - Date aad hour of initial water £111ing Q Ca gi Depth o: initial watex f17.ling, inches aUove hole bottom. .`:ethed used to maintain at 1,casC 12 i(nches of watex depth in hole for at least 4 hot:: 5 ??•_?? ?"1 ? S h?.?.-._ ? r?1 r• n•.e..•. \ , ?l ?ercolat:oa test readings made by Sc'? l`C±Sft'IIi' ?y??y?„ on startin above hole 6ottom g at riaximum watez depth (date) p.m. . duri. g tesc, Y_t' inches. ? - T==e ? I Intcrva1, ".'_autes Measurement, inches Drop in water level, inches Percolntion rnte, r.iinuL'es per inch ' . Remnrks aa 2a y ? 92D h? ?/a I I ri O O') I ? Ca c? t?.. / {Ov`? ? ? Yv ? ? ? I I ? ,I mlttures pcY inch. , 'Tes2 hole' location ,l? I ??,nAi() (? l',tT PntrtqP_) ( -l74 Hole num6er ' S Date test hole was prepared 15 Depth of hole bottom,/Z inches. DSame_er o_° hole, (r. inches. . . . ' Soil caCa °ron test holc: Depth, inches Soil texture 7? S-yR cr/p- . Hethod o° scratchinR sidewall (.,<-.rrf,., 4rr?j Deptk o_` pez-sized gravel in bottom of hole, inches. • - ' ' Date e..?_ hour of initial water filling ?O 9-1 DepCh o: initial watcr filling, -? 55-12 inches aUove hole bottom. ':e[hoc usec to naintain at'least 12 ifnches of water deptli in hole for at least 11 G houis Mnl?•r..a\ ' . ?e:cola[_oa test reading3 made by rfGn?c 5c;,''?"?ivP1? ?vrn,????ny on 1 -"??J?•??3tarting nt Cfaxlmum water depth 'above hole 'bottoa <date) M. , . -"during tes[, inches. ? ? • • 2ine Time Interval, minutes Measurement, lnches Drop in waCer levcl, inches percolation rnte, minutes per inch ' . Remarks -riZD I ?-c y? ?.?OOJ ^ • i? .. . I I ' I I I ' I I I I ?_ I I aercol2rion :ate p lI-D ninutes pcr inch. , .. . "j _ ' ? ??'??•.'? . '•°?.L"<..,.,.? '?'.?f.A'vr YJ.?+• ?, ?i Lop,s of Soil Borings ' Location or Project f;?11.? Borings made bY Date 'o. 'c Classi:ication System: AASHO ; USDA-SCS IInified ; ot er , Auger used (check two): Hand ox Paw+er rlight _, or Buaket other Depth, 3oring numbere 101 ya Surface elevation /O Or _`eet V!, i 1 11 p I? L /)-6 3/Y 1o .,«? i- s/+; °lA / GG 2 - 3 - 4 7 : . 5 - ? .--... , ?, 6 _ LoG -w.o?kflc?.? 7 - . End of boring at S £eet. Standing water table: Rresent at feet of depth, ,.. hours after boring. ' Not present in baring hole Mottled soil: Observed at S? feet of depth Not present in boring hole Obse*cations and comments: ?epth, Boring number __,c in Surface elevation feet n it =.;l;,cx 160rr-, . 1 - --t, sY;c 3 3 - y5-6o'' -7, svr- s/G ., 4 fYl o14 f C' S - - 5 - ? {?iaW 6o,t .S?.,ol ?, 5ye 5 i'y 6 - ? ? 7 - - 8 - End of boring at ?5 feet. Star.diag iaater table: Present at feet of depth, hours after boring. Nat present in borinR hole Mottled soil: a Observed at ? ?? ?feet_of depth. ldot present in boring hole Observations and coniments: .` .. Lors of, Soi_ _..,rings .Loca[ion dr Project ?/?IYI l F!?('? CI , .`•?•:;: Borings rade bY I-fCir'1k ? li> 15?C` Date ?,N y'1 .; L:?ews Classi`ication System: AASHO ; USDA-SCS ; Unified ot?er nuger used (check two) : Rand or Power ?; Flight _, ar Bucket other Depth, Boring numUer . ? "n _eet Surface elevatibn I 0 C>-(oV 3N lC)ctrn ? - ?- LJ ?• 1 l J?\` ?'?lb ' C. c?''? 2 J? 3 - Depth, Boring number jl?^! in Surface elevation ? fcet 0 L 2 - 7, 3 - 4 - i -7 ,$und 6 - .;. ? 7 - 8 - ? I k' . End of boring at feet. ? Standing water table: : ?sesent at feet of depth, , hours after boring. ? Vot present in boring hole ?. 'Sottled soil: . _ Observed at 91-11 fcet of depth. '- \ot pr=sent in horing holc , Obsk?rvytions and co.rmqents: _.. Mflx 1X F'Tl-? a\/,STUvt 02 4 - J s - *InC"Su nr4.s 6 - 7 - 8 % ??' End of boring at ??. feet. Standing water table: , Present at feet of denth, hours after boring. tdot prescnt in boring hole Mottled soil: G . OUacrvcd at ?'? °fcet.of depth. 9 I•Iot ptesent in boring hole' OUservations and com ents: ?/? , 1,0g3 C_ $G1.1 JUL'lll^, _ , `i'S , ;Locp'tion or Project (a1n ' 3o_iags rade bY _ -Y'C1/l4{ lZ)C"iSSCl- Date cj`i Classification System: AAShO ; usnn-scs ; Clnified: 4er asger used (checlc two) : 13and or Powez ?; F1ighC or BuckeC _; other Depth, f Borin; number Depth, Boring number feec 0 - ? 2 - 3 Surface elevatdon s/\2- a ! -{ \ ? , .., 4 5_ ' 6 - 7 - 8 - End of boring at feet. _•'. ,?: 'Standing water table: -'l-esent at feet of depth, hours after boring. 4ot nresent in boring hol,e . ".ottled soil: Observed at feet of depth tiot oresent in boring hole ob5?=vaticns a^.d coEoqcnts: I in fect 0 Surface elevation C'7 .?? ?i l ? r' 3 - %2 .S,?-d -], S`Y 2 4 I 5 ? LIO????l InG 6 - CA f F!S 7 - ,.,.._. 8 - End of Uoring at feet. Standing water table:. Present at feet of depth, hours after borir.g. Sdot present ir. boring hole Piottled soil: 5 OUsezced at ?4 17_'Eeet.af depth a tdot present in boring hole Cb,crvaCi.cns and commenCS; :"'... ..:,=. `;%. PUMP SELECTION PROCEI7UAF. ~ A. Determine pump capacity: /Gravity Distribution ? 1. hlinimum suggested is 20 gpm ? 2 Maximum suggested is 45 Spm Pressure Distibution G 3. a. Select number of perfor2led laterals ^'' b. Select perforation spaculg = fee:. c Subtzact 2 ft. from the rock layer ]ength. - 2 ft. = fei:t. d. Determine the number of spaces Uetween pc.foradiors. Length perf. spacing =_ ft. =_ ft. ___ spaces e. _ spaces + 1 = perfo:ations/lateial f. Multiply pecforations per latecal by sumUer oI laterals to get toial number of Perforntions. x - perforations. ;-r,? Sx SPm. SELECTED PUMP CAPACI'i'Y B. Determine head requiremeitls: 1. Elevation diffemnce between pump and yo;nt of discharge. 1y]_feet -t:cn-i?•,-tc:ic.r -}o •.;?_r??'?? 2. If pumping to a pressum distribution system, five feet for pressure required at manifotd if gravity system, zero. wS feet Wct vme? 3. Friction loss . ' -- a. Enter friction loss table with gpin and pipe diameter. Rcad friMion loss in feet per 100 feet from table (F-14). '<?,•..?w F.L. = i ta cl ft./100 ft of pipe b Determine total pipe length from pump to discharge point. Estimate by adding 25 pcrcent to pipe length for fitting , loss, ar use a fitting loss cltart (17-15 _Feet). Lquivalent pipe length - 1.25 times pipe length = / u 0 x 1.25 =/ 2. S' feet c. Calculate total friction loss by multiplying friction loss in ft/100 ft by equivalent pipe length. Total friction loss = ! 2 f x -3 +100 = ?.? 1`fect 4. Total head required is the sum of elevation diEference, special head requirements, and totaL friction loss. -?- + `5 + -z- (1) (2) (3c) I TOTAL HEAD c? ?1 feet Pcrfuntion Discharges in GPbI Head Pcr(omhon diameter (fecl) (inches) 7/32 1/-4 1.0a 0.56 0.79 1.5 0.69 0.90 2.06 0.80 1.04 a L'x 1.0 foot smgle homes. b Use 2.0 feet for anything else. Soil [rea;mmt "stem Total pipc length Eleva[inn Difference Friction Loss in Plastic Pipe Nominal pipe dia. Flow Rate 1.5" 2" 3" BYm 20 2.47 0.73 0.11 25 3.73 1.11 0.16 30 5.23 1.55 02? 35 6.96 2.06 0.30 40 8.91 2.64 039 45 11.07 3.28 0.48 50 13.46 3 99 0.58 55 4.76 0.70 60 5.60 0.&2 65 6.-1& 0.95 70 7.4-4 1.09 C. Pump selection l. A pump must be selected to deliver at least o"lS gpm (Step A) with at least ? 0 feet of total head (Step B). ?p? ?7reSSw-C ?lfr?{? ° ? _"_ _ PRESSURE DISTRIBUTION SYSTBNl (Dpl \(-)j? END PERFORATION OF A PERFORATEC LATERA 1. Select number of pe:forated laterals 3 2. Select perEoration spacing = 3. Since perforations should not o,-, place.. ?Ics_i fhcin 1 ie. io the edge of the ro"ck 1ayer (see ti«,grani;, su'v?cact 2 ft. icom the rock layer length. Rnckizycrlengdi ? it. __ ?cs=c. 4. Determine the nurriber or's,Daces Le?.-v??.. aericrat:ons. Divide the length aoove bj? pcr.;)r4tion s_,ir:b and rou..d down to nearest whole nuraber. Length perf. spacing = %v" ft. spaces (3) (2) 5. Number of perforations is equal to one plus ihe number of perforation spaces . ? ?-1 spaces + 1= J S perforations/lateral 6. Multiply perforations per lateral by number of laterals to get total number of perforations. IatJerals X pe?rfs/late?al- ;r /perforations. 7. Determine required flow rate by multiplying number of perforations by flow per perforation ,7L/ `d`l SPm. per(s X ?m/perF - ?° f S. If laterals are connected to header pipe as shown on upper example, to select minimum required lateral diameter; enter table with perforation spacing and numUer of perforations per lateral. Select minimum diameter for perforated lateral = .11j6- inches. ?Gmzx Cover ?? Topsoll 4 y,?? ? '+a' ? LoYer al Geoiexme FaCde !or nd Lnycr • Lourni =. ' Incn ioyer o my or sira. e>wr, f , a ro:,a aaved ? " ?oi (F..??st<7 f P.rro a?mn 0r01<a noraor,i' 1: FSr.•••"?.. nM1: ?:• mm Cdp Near Top "?? ?-? Al Leozi 12' m Ed 4 p S?Pry?=lcld R?ocY.iy ,..,- ; of RocK LaYer Perioratmns Locoied o1 , Clcau Sand Loycr Bonom of Laieml ?---?-?-?---??--- ;. -Cr.qinol Soll Propc11y Sconfied Oelore Ploclna Sand Layer RequveA Perforn: on Ou.nnrge ?n g.dl?rvs pea m? uix lgpml Hr.,a ;, ?- m •,, .-?,u (rccp 1.0 a 0.56 0.74 2.Ob 0.80 1.04 a. Use For single family homes b. Use for all other apphcations Maximum number of quarter inch perforations ]ateral to guamantee < SO % discharge variatlo Pcrforahon Spaang t? a 1 a 2 (feet) 1 1 2.5 14 18 28 3.0 13 17 26 3.3 12 16 25 4.0 11 15 23 5.0 10 14 22 Mu+iroLo LocOco aT Elo or >nesswc oisraie?rrox ss.ci ? ,. ? m "'?µ !s'P•i VYOU?aSVXEfP0i5lnENiPOi wTUO41n? ? 9. If perforated lateral system is attached to manifold pipe near the center, lower diagram, perfarated lateral length and number of perforatians per lateral will be appraximately one half of that in step 8. Using these values, select minimum diameter for perforated lateral= Z" inches. ? rfMOa?ifO AvS?i[ PK . ? w ?. ? GALL iao iso ? LITEFS? 0 80 16D 240 32D ' d00„ 460': -$60 fi4? .?. _ . . . ... .. . .. ; YW+ W 4 2° 75 . ?`CL?..? TO f? _ • 65 ?'1! 60 55 T'i6 - 6+'re^ ? 50 ?4.- .?? ? '-h 65 ?2' 40 r? ?'" 35 A10.. ? a tz?r a :a 25 - 20 <' I 15 I 10 4>'r? 9.: 5 0 HEADicAPAco-rv cURvE 1 1 - I --,-I I I 115 ??Q I I I I I TOTAL OYNAMIC HEAD/CAPACITV PER MINVTE ' I ? j I EFFLl1ENTAN00EWATEPING 105 I ? I I - _ ? 5]-55 161 169 1 1E5 1E 95 i S[q1E5 FT, M A.59 Gal Un 9i Gal Ltrs` 19]d39 Gal LVi Gul Lln:: Gal 1In.- 63 Gel lVp G+I UeYi 0 Gel'q?i 189 Gei Lb0 I 5' 152 ' 43 163 - 212, % 104 094 104 901? 61.231+ 61.231: 155 58T; 155 SS]: . gp 10 +3 06 34 129 46 174 ]B J00 140 978 . BiIY]t?. 61 231.3 ??': ta9 6601: 151 5)2`:, I ? 15 < 5) 19']2' 35 133 ' 64 242 91 314, 60'227 ; 60 '231f,' 142 53Y. 1n5 649 ? 85 20 ? 61a 15 =51, 36 136 02 310? S9"2Rd} 60'23i1'? 136 515- 140 530^% ? ? 45L162 _ B.b ]a2?0'?i SI'R18„ " 59'223: ?+.?•3: 129M1' 1Sl'SOB+3 ' . ? ? 30 914' -- 65 RIOe 55 208` 58 320 90.W0? ?2Ya5l? t' ?2) ag? JS 40 1$18 <61N A6'V1' S52M.. ]5293`? 105'3Wl 1H4T^ 1521 21"90 33.125? 51,191f 50219x 90 3118 1W378:? 70 I 80 1829 'laM, ' ISeSI:. 43.1811 08'1]6. ]1:269`= &5 323-: ? ? I ?• ? ]0 210a ? • ? r 30116*4 t053B;' S:1B0: )0245i", 65 ,165 EO 2435 14 BS1 Srj?? R8:1CS = 56 RW ^- ?p so 27n3 } s.?a'' n.iaz:• I I 1W 9O 48 ' e'd??j i?'•?x ?11?. 21?]B ? 163 - nai0xoo i. c ; Y :. Y >r„^i• r- S i, ? g?9p_. I _noMValvc 19 23 ]S YG' S6' 6fi 9J' ]3' 9P 110' 50 <5 ,p I I I'? t k EFFLUEPlT & DEWATERING 35 - - Warning: Model 185 should not be subjected to less ias i ? than 30 feet TDH. d l 112 i d i l 25 zo 15 I -?- ' 161 N 58H e , n ustr a Note: For Head Capacity on Mo column-explosion proof pump, see FM 219. ia j 39 - tu¢ . ' j ?=,ss.??,59 s? i SEWAGE & DEWATERINC? HS m za ao ao so c o io e a s a ioo no iz o iao i so o WARNING- Mnrlel 993 shnuld nnt be subiectecl to less than 15 feet TDH. I TOTALDYNAMICHEAO/CAPAdTYPEflMINUTE SEWAGE AND OEWATEBINO I I I SEflIES 163 366 26? 268 282 28_< ' 193 292 394 395 FTM Gal ll Gal Llrs Gal Ll s l Lire G Gal LM Gel lVa' Cisl LI% Gal LIr Gal LYS' Gal Ltrs`? 5, 152 n 90 341 @B OBA r 52B <84. a 129 Gnl . 1]0 492 100 G91ti 1Y0 630; Y Yli'r 196 742' M B52 v ? 10 ] a5 60 427 09 337 69 357 E8 1" 95 9_9 158 598 19e 469 181 885Y 005i)8-f t5`4 57 225A5 50 tP9 SOt_9 EO?i 61:35 - 5 S11 W6411 190992' 1856Z5, tPS]OJ" zo oio m oe :o aa ?o z= J n in I ms em o oa aaa ? ' lie aeo lw ssaI 1ee eaa ' 25 ] BR 7e 9 0 60 >6) 10B 601i 1]B 5151 153 SBO 30 916 a9'.60 4T:78'. 903W. 12i .58 IW 630 ? ? : 9 o 1 I ? ¢0 14 :^ 50 ?. A - 61 1°2 9 ? ? ? ??• ?9 5 {"? • - 50 18 ? n JSB 56 R10 ll 43 n5 AJS 89 Xl) - 59Y13 ? ? :i.. _ IB' L 11L' i ? ? ? n 5_ .5? ? Lt••?, 50 , 62 ]] ? I II I I ? I _ I `\ I _ ? ?`I __ _ ? I - ' J ? I{---- {I ?- I I I y ^. I ` - I l I -- I { I 262 ) 2G6, 267 Y68 294 294 295 - GALLONS 10 20 30 60 15050 70 00 1 90 100 110 120 130 140 150 160 1'/d 180 190 200 210 '120 270 i ? ? l? ? <720--• -t' 860""- 4 ,_ 880- ',LfiEF4 0 80 160 240 320 .' 400 480 ?. 560 641 Features ; '20 HP SESH,1.5 and 2.0 NP SJS, and all SJE models Note: SEVH and SJV Vortex models not shown. •. ,. . , \ REDW000, CEDAR OR TREATED POST (4x4 min)- ALL ELECTRIC CONNECTIONS MADE INSIDE BOiC-_ 6" SPACE WIRE FRO;Vi POWER ? SUPPLY----? , AT LEAST 12° BEL.014' GP,ADE L^!)P OF POWER CORD . r(DiR SETTLEMENT- PLP.STIC 20PE OR CHAIN WITF{ ANCHOR ? ALARM FLOAT ON SEPARATE ELL•':;TRICAL. CIRCUIT-\ START LEVEL SHUT-OFF LEVEL?7_ PUMP CONTROL FLOAT - WATER TIGH7 & LOCKABLE ELECTRIC BOX - PLUGS 'JR ELECTft1C CONNECTIONS - 2" PVC CONDUIT SCH. ? OR 80 - MANFI()! E COVER CNAINEO & LOCKED : FItVAL GRADE ? °. SEALED MANi-tO! E Ri^tGS ' ION PIPE IS LAICS 0?? 1, _)?I ! PUMP STATION ? J f` .;-,-, AREA 'i-?i - FOR PR01'?? (.t?.a;[?.?. ._:i?. • . ? SEALEO TANK CG1%?-.:' _ IF PIPE AT TAINf{ L;;`;'.rc?"'. ': ?-?:?.?•f TO GET c'_F'.:'-:'-iOi•. INCH WEEP L` HOLE , • . ? NOTES: ELECTRICALWI:;E ;'i'0M F'G\^."=?' SUPPLY MUST NOT RU!'' G'"`c_'; rA:'`di' BUT ? MUST BE LA10 BES!G? C'Ti-iF(? i:4s?IKS - --' I AND MUST BE i'L=?,--ED l;1 CGNDt3E-f" i ALONG POST I I ELECTRICAL CORDS FROM PUMP A1VD FLOATS MUST BE RUN THROUGH I! CONDUIT. WIRES CANNOT HAVE GROUND I.t CONTACT. . ? .. Council Hinutes January 19, 1982 ? 6 The ermit h ll . p s a be granted on an annual basis. 7. All other applicable ordinances must be Pollowed, 03 All voted yes. p iIESY.SY'lEDIIl = N6I9E[t OP PLAT ? G L?-------- --- -- -_> a ?." 3 _ The application of Wesley Medin for waiver of plat in order to split a 2.3 acre parcel into two single family lots at 1325 Carriage Hills Drive was next discussed hy the Council. Mr. & Mrs. Medin were present and the APC recommended approval subJect to certain conditions. Egan moved, Thomas sec- onded the motion to approve the application, with the understanding that the application will comply with zoning, water and sanitary seHer requirements of the City as follows: 1. No varianees shall be granted for the newly created lot. - ?? 2. Drainage and utility easements shall be required along all lot lines. - ' 3• Any assessments on either of the newly ereated lots shall be handled - separately. Presently there are no assessments on either lot. ? - .-. .. -- ,' _ - .. • - :.. : .. 611 voted yes. ' - ?_< ; . _ . .,:::.-....., .__. ; :..._ ... H 82-4 - COACAtiAN 06HS AP6HTHNT - AMIiiSEMENT DEVICS APPLICATION - . _. . ... _ - ?._... An application from the oxners of the Coachman Oaks Apartments for a' permit Por 3 game machiaes in the Coaehman Oaks Apartment complex was then -- _. discassed by Couneil members. There were concerns abouL compliance rrith the ordinance provisions concerning hours oP.use. Egan moved, Smith seconded the motion to continue the application Por further study and report to the - Council, All voted yea. PROJECT #353 - ZROii[ HIGHNAY 55 OTILITY REVISIONS & SIGNALS Mr. Colbert reviewed with the Council the Feasibility Report For Improve- ment ProJect #353 covering utility revisions and signals on Trunk Highway 955 due to the construetion of I-494. Several revisions to the existing utilities within State right of way are required which will be at City's cost, The costs will be flinded from trunk utility and ma,jor street flinds and therefore there will be no assessments associated with the pro,jeet. Sanitary sewer, trater main, storm sewer and traffie signals will be involved and it was noted that certain other changes result from the potential need to replace some water mains and relocation of certain utility lines. Smith moved, Wachter seconded the motion to receive and approve the Feasibility Report and to authorize the preparation of a Cost Participation Agreement uith the Minnesota Department of Transportation. All voted in favor. 9 ? ?LP7 2004 RESIDENTIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Please complete for modifications to existing residential dwellings. Date r? / (U I ? 0 Site Street Address 3915 ? r I a?a t"T v? S p r? Unit # Property Owner DQ.u-L Tele ne #( ) Contractor elephone # 64 c-v- 4-t- State Zip 5TILO Address The Applicant is: _ Owner )(Contractor _Other Alterations to existing dwelling Add fixtures to rooms, excluding water softener and water heater XSeptic System Abandonment _Water Turnaround (add $121.00 if a 5/8" meter is required) Other: $ 50.00 Water Softener Water Heater _ replacement _ additional $ 15.00 Lawn Irrigation System RPZ_ new _ repair _rebuild $ 30.00 State Surcharge $ 50 Total $ ? ? I hereby 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 the plumbing codes; that I understand this is not a permit, but only an application for a permit, work is not to start without a permit and w ill be in accordance with the approved plan in the event a plan is required to be reviewed and a rov d. t D-e n i cC senp ? t) ApplicanYs Printed Name ApplicanYs Signature /??/ CITY USE ONLY l u-.r BL ? RECEIPT#: SUBD. i o-? RECEIPT DATE: 1997 PLUM$INfi PEftMIT (ft£SIDEN1'IlEL) cIrY oF eAsax 3830 ru.or KNos sn Elksnx, Mv ssisE (612) 661-4675 Please complete for: ? single family dwellings ? townhomea and condos when permits are required for each unk ? backflow preventer for underground sprinkler syatem FIXTURES EACH 5hower 3.00 Water Cioset 3.00 Bath Tub 3.00 Lavatory 3.00 Kitchen Sink 3.00 Laundry Tray 3.00 Hot Tub/Spa 3.00 Water Heater 3.00 Floor Drain 3.00 Gas Piping Outlet ' minimum -1 3.00 Rough Openings 1.50 Water Softener ' for dwellings under consWCtion 5.00 Water Softener ' for existing dwelling 20.00 U.G. Sprinkler * for dweliing under const. 3.00 U.G. SpfinklBl ' Mr existing dwelling 20.00 AR2rdti0ns ' to existing residence 20.00 Water Tum Around 20.00 Private Disposal System ' oak Cry iic. 75.00 (new and returbished systems) Private Disposal Systems'Abandonment 20.00 # x x = x = x = x = x = x = x = x = x = x = x = x = STATE SURCHARGE 500 ?7 c TOTAL / 5 TOTAL I hereby adinowiedge that I Aave iead tliis application, stste thet the mfovnstion is correct, er?d agree to compy with all appliceble Cily of Eagan ord'inances It is the applicanYs responsibiliry to notity the property owner that the City of Eegan asaumes no liabllity for any damages caused by the City during Its nortnal operational and meiMenance activfties M the facilities conshucted under this pertnit vrithin City propertyMght-of-way/easement. SITE ADDRESS: I.3 ,? J 0/4?ROCL I/1LL N , OWNER NAME: INSTALLERNAME: TELEPHONE#:,7` -L?s,?3 4??-T STREET ? rG CITY: STATE: ?e19 ZIP: ? '--?SIGNATURE PERMITTEE CDlFORMSIPLBG PERMIT (RESIDENTIAL) 1997 ?//L?•?