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2014 MERIDIAN MIDDLE SCHOOL DRAINAGE CALCULATIONS PAVEMENT REPLACEMENTtj,L1 i! 14*Ciir*ii{} DRAINAGE CALCUTATIONS roR MERIDIAN MIDDLE SCHOOL PAVEMENT REPIJ,CEMENT MERIDIAN, IPAHO APHIT ZAT4 rw {J-hrc.t'-r? 4090 tryEST STATE STREIT, Slll'trE 29- BfiSe, lilAH0 - 83?03 FH0llE: 436*8314 FAX: 436-*319 I &fMu DRAINAGE CALCULATION SUMMARY Project: Meridian Middle School Projecl#Date: : 14-41912014 001-00 The stormwater runoff for system #1A will now be treated via sandlgrease separators before discharging into the existing subsurface storm drain system. System #1b drains to the existing system located on the north side of the North parking lot. System #2 is water that was intended originally to drain into system '1B howevert the water cannot make it to that system so a new system is being sized for that water. System 3 is the new parent drop off area. The systems will all now be pretreated using sand/ g.ease separators prior to discharging to the receiving soils. The runoff for the new systems was calculated using a 100yr, t hr design storm (1 " runoff), for volume and a 50 yr storm for sizing the sand/ grease traps. A "c" value of 0.90 was used in calculating the runoff, because the landscaped areas either drain away from the systemd or ar at a shallow slope and the water does not make it to the systems. Roof runoff from the buildings drain to the landscape or is piped to an existing system. SYSTEM AREA "C" Value 2 76,840.00 3 17.265.04 no I - II I II - DrnCalcs-Ml\.4S.xls Summary 1 0.9 I Meridian Middle School Drain Area # 2 Area (acres): 1.76 c value: 0.90 lnitial Trench Volume = 1 in x (Area (ac) x 43560cu-ft./ac) x 1fl.h2in. x"C" Volume = Req'd Storage Vol. = Trench Oimensions = 5763 cu. ft. 5763 ft' 7 Depth (ft) 12 width (ft) 140 Length (fr) Storage/ft = (VTXDXW) = 33.6 ft2 Bottom perc/ft = (W)(prX1tuj2,') = 8.00 ft'? D= 7ft 12 ft 40 o/o I in./hr Depth width Drain Rock Void Ratio Percolation Rate Trench Volume = (LengthXstoragefft + Bottom perc/ft) Trench Volume = 5824 { Velocity in throat Flow = Qzs =C*izs*a i:s= 2.2 time of concentration 1omin (avg. gutter vel. 0.75 fps) Q:s= 3.5 cfs Velocity = Q25lA A= area of throat in box A= width ot box . throat o W= 5.25 '1500 gal slg trap T= 1.50 A= 7.88 Velocity = o.44 fl/ sec DrnCalcs-Ml\,4S.xls SYSTEI\,1 2 2 sq. ft. Meridian Middle School Draina eArea# 3 Area (acres): 0.40 C value: 0.90 lnitialTrench Volume = 1 in x (Area (ac) x 43560cu.fr.1ac) x 1ft./12in. x "C" Volume = Req'd Storage Vol. = Trench Dimensions = 1294.875 cu tl. 1295 ft' 6 Depth (ft) 8 Width (ft) 55 Length (ft) Storage/ft = (Vr)(DXW) = $.2e Bottom perc,ft = (WXprX1fU12,,) = 5.33 tt2 6fi 8fi 40 3/o I in.,trr Depth width Drain Rock Void Ratio Percolation Rate Trench Volume = (Lengthxstorageft + Bottom perc/ft) Trench Volume = 1349 ft3 Velocity in throat Flow = Qzs =C*izs'a Qzs= 1- 1 cfs Velocity = Q2s/A A= area of throat in box A= width of box . throat o W= 4.00 1000 gal s/g tralp T= 1 .00 A= 4.00 sq. ft. VelocitY = O.28 fl/ sec D rn C a lcs- l\,1 l\,4 S. xls SYSTEIVl 3 3 izs= 3.1 time of concentration < Smin (in/hr) DRANAGE }IAP ,5 ioa 3Dc ,%50?* SCALE: 1'= 100' .t_ Jl! -.,,1i' _ *3 {,3 i. i f I I _t TO I I I J I I I I I I r [.*1 ] s; rqe So 6> a1 .E <o dE z* <c U o I I I I t_. I I I I I I t.. I I I t , irERlDiAr{ },{roDt^E scfi@L PAvr ft EHABTUTATTON /,f'.uj\rctR -, .E rc.I]\rg"t.Fr.Ar6r, rlrc- \-----i , , STATE OF IDAHO DEPABTMENT OF WATER RESOURCES WELL DFILLER'S REPORT Stal8 le nqulrrr lh.l thh ba llhd rith lh. Dlctor, Oaprnment ol ffier Raerc8 rlthln thG ot abandonmGnl USE AI'TXTIO'{TL SHEETS IF _ FOfiWARO THE Y'IITE COFY IO THE DEPAFTTEilT USA TYPEWBITEF OR EALTPOIITT PEil Add(ess 911 Meridian St. Meridlan 83642 Drilling Parmit No. Wala, Right PErmil No 63-11825 Name 'Iolnt Sch. Dist. Meridian 63-92-c-197 -Oft:) r. wElL owilEF $tatu mter terel -91 f€d bslow land surreg Fleing? tr \€s X No G.PM. frm_ Artasran cbc€&in possu;s -- p.g.i. Cntroll€d by: D Valw B Cap E Plug 7. wlTEH LEVEL Tempe6lure B Nt L:. Ohtr-- 8. WELL TEST OAIA U Pump f: Esibr DElmo ilP.I. 2. NATUaE Or WO&( S Nil well Li Deep€md U nsplacsment = WEll diamst r if,c€as C ModitiHtion = Ab3n&nsd (d*ribe abeR onmst s modffi:atkh pc€dsc sucli B Tri8G. sre€6. mstoiiai, plug depthb, etc in ttth;iogh bg, seclis 9.) O. LITHOLOGIC LOG 082' {.}I B@ O€6lh v ,L. rcm To H.tcrlal 3. PNOPOsED USE E Domestlc E |rrigetioo C lndu6trial tr StEk C Monitor tr Wasb DBpGd or lnletkn a oths (sprcrt typs) I q 1) Sanr Sanr 4. TETHOD ORILLEO * Rotary & Air i: Cabl€ Q Mud i:] Arg€, - F€€e rotary E Olher-- (!ekhe, hydBulic eta) 4'l Sanr Clay 7 x 71 8 Sanr x a7 8'l Fo,W {b? TATE OF IDAHO DEPAFIMENT OF WATER RESOTJRCES WELL DRILLER'S REPOBT US€ ?YP€WRITER OR AALIFOIIIT PEI{ Stato lil '3qulr!r thrt thlt rithln th. t 3E AOOITIONI|- SHEEftI tF NEC€SSA& _ rHE SHITE COPY IO THE 911 Herldian St. Ueridlan 83642 63-92-c-197 -06 Water Bight Permit No. 63-1 1825 Namo Joint Sch. Dtst. Meridian Orilling Parmit No. Add16ss r. WELL OWTER Shtb Eter t*, _gfi--|o'l !€ld land surrace. Ading? t: \&s & No G.PH. lle_ Art6ran clos€din plBuc -_ p.3 r. Conttollsd byi D ValY€ n Cap E Plug 7. WATEN LEVEL Temgerature il Pump t: Baibr l: Air t_: o,th6r -.--------'-- UelMa C.Pt. .L,A=ZOU 2. NA?URE OF IIOd( S Ntr well $ Ospemd LJ Fleplacamont I Well dlffitEr iaceasr C ModitiHlioo a Aban&n€d (d#riba abandolMt s trrodifbdion peadsE8 sclt d.i Triffi, ermn, maiffi!, flug d€pths, EE in lithologic bg, s*rioo 9-) e, LIHOLO€ilC t.o6t o82r$.1 Boro Dcpltl il6r To Urta.lal Y?8 3. PROPOSED US€ C Oomasllc E lriqaion C lnduElrial C Stek tr Monitor tr Wasla Dbposal or lnlElim C Oher (s9*iry type) t) Saad v/oravel San( r/qrave t c.Lay $/crave 4, TETHOO DRILLEO X FotBry E Alr C Cable il Mud i &rger : B6wrs€ rc{ary ,f Olher - (backho6, n draulic, 6lc) 4 San( CIay x t:. 8 av Sana Steve O'Brien From: Sent: To: Subject: The plans are ready Steve O'Brien Thursday, June 05, 2014 3:38 PM 'Matt Munger' RE: Meridian Middle School Parking Lot From : Matt M u nger Imailto : mattm@mu nger-eng.com] Sent: Thursday, June 05,20t4 11:19 AM To: Steve O'Brien Subject: RE: Meridian Middle School Parking Lot Yes please. Matt Munger P.E. Munger Engineering, Inc. Sent from my Verizon Wireless 4G LTE Smartphone Original message From: Steve O'Brien Date:06/05 12014 1 0:28 AM (GMT-07:00) To: "Matt Munger (mattm@munger-eng.com)" Cc: Denny Cline,Dinae Edwards Subject: Meridian Middle School Parking Lot Matt, I have finished reviewing the plans. They are approved as submitted. Do you want this set stamped approved for construction? The date on the stamp is 5116114. Thanks, Steve STEVE O'tsRNEN 1 Development Analyst Communiqr Development Department 33 E. BroadwayAve, Suite 102 Meridian, Idaho 83642 Ph: (208) 887-22L 1 Fax: (2O8) 887-1297 E-Mail: sobrien@meridiancity. ore x 2 Olrft IDIAN Land Development Services Meridian City Hall, Suite 102 33 E. Broadway Avenue Meridian, Idaho 83642 Community Development Department LETTER OF TRANSMITTAL Date: 6/s/L4 To Mat Munger From: Steve O'Brien Development Analyst ll Subject: Meridian Middle School Parking Lot Restoration Enclosed are the following: coPrEs DATE DESCRIPTION 1, 6ls/L4 Signed Approved for Construction Originals Remarks Please return two copies for staff distribution Ph: 208.887.2271 www. meridiancitv.org Fax 208.887.t297 Rev:01/2013 IDAHO Thank you. I CITY OF MERIDIAN _ LAND DEVELOPMENT SERVICES COMMERCIAL BUILD!NG PERMIT PLAN REVIEW CHECK LIST Project Name AA( ci D. o^. Mi.$C\e 4 <-\o.o[ Review Number: Review Comments By: Date of Review: City Council Final Plat Approval Date Address: The lssuance of a Plan Approval Letter for the Project is Contingent Upon Addressing the Following: OK Need General Plan Design L f\A Provide a utility variance from each affected utility when water and/or sewer main is outside of the standard corridor. See Checklist ltem #1-L ond #26 for plocement of woter/sewer mains. 2 Development plans will only be accepted on 22" x34" or 24" x 36"sheets and drafting must be legible 3 The cover sheet on the development plans must include: Developers name and contact information, Engineering Firm, sheet index, vicinity map, US Government horizontal (NAD83 adjusted to the Ada County H.A.R.N. Survey) and vertical (NAVD 88) benchmark datum, project benchmarks and is sealed, signed and dated by a Professional Civil Engineer. 4 Each plan sheet has north arrow, graphic scale, date, title block, sheet number, latest date of revisions and shall be sealed, signed, and dated by a Professional Civil Engineer. Standard City of Meridian general, roadway, water, sewer and pressure irrigation notes appear on the plans first and are in the correct numerical order. Add any extra notes after City of Meridian standard notes. Updoted notes ore ovoilable on the website http://www.meridiancitv.orglpublic works/review information/index.asp 6 Vertical and horizontal separation between potable mains/services and non-potable mains/services have been addressed. r ldentify all potable/non-potable main interferences in the profile view with a reference to Water Note #2. r ldentify all potable / non-potable main/service or service/service interferences on the plon view with a reference to Water Note #3. Construct 14'wide gravel access road over water and/or sewer mains in unimproved areas. Specify 1O" ol %" road mix or equivalent, on a stable, compacted subgrade. Roadway must be centered over main(s). 8 ! Return two /2/ copies of the revised plan sets with the redlines for review and/or approval. Unbound or uncollated revised plan sets will not be accepted. OK Need General Water Design 9 P]A Show and identify existing water main alignment and size, meters, valves, blowoffs and hydrants. Verify that they match existing facilities and that they have been field surveyed. 10 Additional fire hydrants are required. ln all cases spacing shall not exceed 400', or as specified by the Fire Department. lf a Fire Department Connection (FDC) is required, a fire hydrant shall be located a moximum of L00' from the FDC and a minimum of 40' from the building. 1L Water mains to be designed North and East of roadway centerlines, 4 feet off lip of gutter t2 Water mains are not allowed within landscaped areas. 13 Water main diameter shall be 12" on section line & near midsection line roads. Note on the plans that these water mains shall have 5' of cover. 74 Extend water mains to the construction limit boundaries to comply with the City's "to and through" policy, 15 Casings are required when crossing non-potable piping sizes of 24" RCP or 36" CMP or PVC per standard drawing SW 1 and SW 2. 16 When crossing an open waterway, 15' or greater in width, valves must be placed on either side on the crossing and a monitoring connection on the feed side of the crossing must be added to check for leakage (DEQ requirement). 77 Label pipe diameters and pipe quantity from fitting to fitting on the plan view. 18 ldentify all water pipe fittlngs on eoch sheet. Specify the degree of angle for all bends. Roping not allowed. 19 lnstall 2" blow-offs at the termination of all dead end water mains. Collars are required on all blow-offs. lnstall permanent in-line valves at phase lines when future developments will affect services or fire hydrants. Valves are to be placed on the intersection water tees otherwise. Existing blow-offs may be relocated. 20 Locate water meters North and East of side property lines. 2I I Water service meter size and meter setter size are specified on the plans. CITY OF MERIDIAN - LAND DEVELOPMENT SERVICES COMMERCIAL BUILDING PERMIT PLAN REVIEW CHECK LIST 24 $in ldentify all existing wells on construction plan view and add the following note: Existing well(s) must be obondoned from domestic use in occordance with ldoho Deportment of Woter Resource requirements, with verification of disconnect by Meridian Public Works Department. Contact IDWR if well abondonment is required. Wells moy be used for irrigotion purposes. OK Need General Sewer Design 25 'ljA Show and identify existing sewer main alignment and size, manholes, cleanouts, slope/grade and inverts. Verify that they match existing facilities and that they have been field surveyed. 26 Sewer mains to be designed in a corridor lying 5' North and East and 10'South and West of roadway centerlines. 27 Sewer mains are extended a MINIMIJM of ten (10) feet past the property line of the last lot served. 28 Extend sewer mains to allconstruction limit boundaries to comply with the City's "to and through" policy 29 Pipe slopes and manhole spacing conform to 1-0 State Standards unless otherwise approved in writing by the City Engineer. Linear footage and slope of pipe, pipe diameter and stationing are shown in profile. 30 Sewer main is sleeved under irrigation/drainage crossings per City of Meridian 2013 Supplemental Specifications SWL 31 Manholes are not allowed within landscaped areas. 32 Manholes are con numbered in lan and rofile and manhole stationi is shown in the 33 Manhole inve in & out d are identified in the le view. 34 Note in the rofi I manhole blockouts with wate I s and inve for future mainline connections ble 35 Note on the plan view angles through manholes (include services constructed out of manholes) 36 Specify "T type" clean-outs or manholes (if services are to be installed) at upstream termination points when sewer is expected to continue with a future develo ment. "Ca and mark to surface" is not acce 37 Profiles have a horizontal scale not greater than 1"=100'and a vertical scale of not more than l-"=10'. Plan views should be drawn to a corresponding horizontal scale and MUST be shown on the same sheet r 10 State Standards (20.22) 38 The sewer shows both finished de line and existi und line and are labeled 39 Sewer or statio n i and marks are shown on the n vrew 40 Specify Class 2OO SDR-21 on all sewer mains and service lines with less than 3.0' of cover from top of pipe to natural ground or to su de. Cover from to of to finished de shall not be less than 3' 4L Sewer service lines shall be placed in water class pipe sleeves where subsurface storm drain water infiltration beds or storm drain infiltration swales are encountered. 42 As many as 3 sewer services may enter a manhole at the end of a cul-de-sac or end of a service area. (Match top of pipes not 43 Sewer service lines are to be installed endicular to sewer mains. 44 Maintain a minimum of 5' of ration between sewer services. 45 Maintain 5'from the outside o manholeto a sewer service 46 Sewer services are shown at the center of each lot and are extended to the easement line. Note on the plans sewer stationing an d of service. 47 Service line inverts do not exceed 5 feet of de at the back of sidewalk. 48 All buildi lots are served 49 Locate on the plans, any existing septic systems or drain fields and add the following note (if applicable): Existing septic tanks ond sewer droin must be obondoned in occordonce with Central District Heolth t K Need 50 L All ns must include a urized i m 51 I lf the pressure irrigation system is to be privately owned, Developer / Engineer must submit an operation and maintenance manual to Land Development Services for review and approval. (See City of Meridian Supplemental Specifications, Division 900) o lf connection to an existing system is proposed, a letter of approval from the appropriate owner of the system (lrrigation District or Homeowners Association) is required. r Please state ownership of the Pl System. o Please state what backu source will be used 52 P ressu rized on mains shall be d in their ro corridor south and west of llnes 53 Pressurized irrigation mains shall be designed within the standard rear and side lot line utility easements or common lots when ible. Mains shall not be des d alo the front lot lines CITY OF MERIDlAN _ LAND DEVELOPMENT SERVICES COMMERCIAL BUILDING PERMIT PLAN REVIEW CHECK LIST 59 0. A reduced pressure back-flow assembly (RPBA) is required on any pressurized irrigation single point connection to domestic water and needs to be noted on the plans. Add a note that the RPBA must be approved by the State of ldaho, Department of Environmental Quality and Meridian Water Department. OK Need Gravity lrrigation 60 J!r All open ditches shall be tiled. ldentify pipe diameter, length, slope and cleanout boxes/manholes. 61 Spacing of boxes/manholes shall not exceed 400 feet with a minimum inside dimension of 4' x 4' 62 z lf downstream users are affected, written approvalforthe gravity lrrigation design must be submitted OK, Need Drainage 63 t7. Plans stamped by ldaho Professional Engineer/Licensed Archltect. 64 7 Calculations by ldaho Professional Engineer/Licensed Architect included 65 ''v Site plan includes location of water meters, mains and service lines. 66 {/, Calculations contain no arithmetic errors. 67 Design storm, percolation rate or other design criteria within generally accepted limits. 68 Peak discharge rate and velocity through S/G traps calculated. 69 Section view of drainage facility provided. 70 Able to determine drainage directions from information provided. 71 t/ Drainage facilities do not conflict with other utilities 72 Provision for conveyance or disposal of roof drainage provided 73 Building finish floor elevation shown is above possible maximum water surface elevation. 74 Stormwater pre-treatment provided (i.e. Sand/Gr4ease Trap, Bio-Filter, etc.) 75 Five-foot setback from property line maintained. 76 { Drainage basin dimensions listed or noted. 77 {. Drainage basin drawn to scale on plans 78 v Drain rock specified 79 { 3'separation from bottom of drainage basin to max seasonal groundwater elevation shown on detail 80 r Bio-filter or pond cross-section detail shown 81 Bio-filter vegetative cover shown or noted. OK Need Sanitary Sewer Pretreatment 82 t4" A grease interceptor (specify non-locking lids) or other pretreatment is required. See comments enclosed from Meridian Wastewater Department. 83 , With a multi-tenant building, it is recommended that sewer service design include the capability to add a grease interceptor for any one tenant (independent of all other tenants), ln the event that pretreatment is required, substantial costs can be incurred to accommodate pretreatment requirements. OK Need Public Street Lights 84 0) A street light plan is required per City of Meridian 2013 Street Light Standards - Section 1102 Street Lighting. dx Need The Following ltems are Required Prior to Scheduling a Pre-Construction Meeting with Public Works: 85 Provide a 20'easement for all public water/sewer main outside of public right-of-way (include all water services through the meter and fire hydrants). Easements on single water or sewer mains must be centered on the main. Easements on combined water and sewer mains must extend L0'past the outside of each main. Graphically depict the easement on the plan view. Submit an executed easement (supplied by Public Works), a legal description, w description, which must include the area of the easement (marked EXIBITA) and an 8'/." x1"1" map with bearings and distances (marked EXIBIT B) for review. Both exhibits must be sealed, signed and dated by a Professional Land Surveyor. DO NOT RECORD. lf required eosement is not on the property of this developer, the easement will be required prior to plon opprovol. 86 Public Works Review and lnspection Fees must be paid in full. 8l Five (5) Sets of Construction prints delivered to Land Developments. 88 Written construction schedule and list of contractors submitted to Land Development. 89 Project electronic files have been received by Land Development. 90 Provide approvals from all applicable agencies: / Final Plat Approval By City Council / DEQ or QLPE Design Approval Letter / Confirmation E-mail from ACHD that all requirements have been met / Confirmation E-mail or Fax from lrrigation District that all requirements have been met _ Confirmation E-mailfrom Flood Plain Administratorthat all requirements have been met Other: The Following items are lntended for Consultant / Developer lnformational Use Only: 91 Applicant shall be responsible for application and compliance with any Section 404 Permitting that may be required by the Army Corps of Engineers. 92 Applicant shall be responsible for application and compliance with any NPDES Permitting that may be required by the EPA. 33 E Broadway Ave, Ste 102 Meridian, lD 83642 3 Phone: 887-221.L Fax: 887-1297 54 All pressurized irrigation mainline crossings of public rights of way, private roadways and travel ways shall be sleeved (C-900) and have valves ced l-0' outside the ht of or travel 55 All pressurized irrigation systems s source. lf domestic water is used irrigation system is required. hould utilize surface water as the primary source if available. All systems must have a year as the secondary source, a single point connection between the domestic water & pressuri 56 lf City water is used as an irrigation source, the meter fee and common area irrigation assessments must be paid by the owner d Provide areo dssessment. 57 Water meters for ssurized irrigation single point connections to domestic water must be located in common areas. 58 I water service meter size and meter setter size are cified on the ns 33 E Broadway Ave, Ste 102 Meridian, lD 83642 2 Phone: 887-22L1, Fax: 887-1297 inverts) Pressure lrrigation I Water service lines shall be placed in water class pipe sleeves where subsurface storm drain water infiltration beds or storm drain infiltration swales are encountered. 23 ) Both domestic and fire service lines require a backflow prevention device at the point of entry to any building. The type of device is contingent upon the degree of hazard and must meet DEQ Standards. The specific device must be noted on civil utility plon sheet. 33 E Broadway Ave, Ste 102 Meridian, lD 83642 1. Phone: 887-22LL Fax: 887-1297 5 7 i ay a7 same x 120 l. z. X 126 1.21 sand d Sa nr Clay Hard SanC l6u I 6;t EC r? ", ,6 iI I-,..t .r..: --**- -"v( --.'@rra6i 5' WELLCONSTEUCflOI Caging $h6dul€: E Stsl tr Concrete ! Othor_ .'?S- lffiB inctre ....-9.Mr ..... inches * Fm t --2--r""t 85 t""t - inch3s - irchs - r€€t - h€r - inch€8 - irch* _ t€et _ ,B6t Wat ca.6ing drivg ch@ sged? 8] \lbs tr No Was Perforated?No a packsr or $d us€d? & l\63 Y6 BNo C Hs p€rtorated? 3 Facio.y tr Knib 3 Torch C Gun Sizs o, podoralbfl? - irch6 by - inchs NmB Fm B - pgrtorations -*- f€et .- reet - parloratlons - te€t -- lget ----- p€rtoralio8 __- iaot _ tst l!b[ s@n in$rl€d? I \6r n No J*i,*;;t'.*L#F,'"?HL.:".&., {Loiamaer Al- sror s:s -{qq sd roml:-3_ bst b Lz_lL rer I GraBl packsd? : \€s E No X SiE of gEwt .' ---- \xDia. _Pl&ed trm- 5" .slo-t_JtrL:Lf leer rom_ro ._ LaIL:_..... t...o .*-. 1r8, _ trB€r Surfee sal drflhdg Mare.ial used in sat: J Cement grut I Bantodle Ll Puddting ctay O _ Soa,irlg preeduc used: L Slury pit N Te6p, sur{e asing C O€rboc to sml dadh Mdhod 'IWblded Slolvent of ioining lrlbu €sing: E tr Cemented ThEadsd b€{E En st ata De*ribg ec€6a po(t ?otr, of Well Manulacluwrap 16r I{ouston lYpe w:re Top Pscks or Headpipe Bott?m ot lailplpe Uio(k st rted e/1 6/9? 10. 9/L/g? a M,cAnoil oF wElL Skehh map locali@ mc6t agG witrt wringo location. Subdivisbn uame a)EZ * e- La{ No. - Block No. ....- Add,Borwdt Snc/€o? uJ 9d gr..4c.ll ,*-l lguw a naa mareit e) t , 1. 3rl N co.s 0 ,lP -u, </a) ns* /L .R. il E a;rw r County _- 47r.d* - 11. Ofi|LLEH€ CERIIFEATP'{ l/yve cenity that ,ll minimum rell ffitrucrim slandtrds wa compliad with at rh€ Ime the rig was ramolEd. ,qdd€s FimPump NEme ACamson Fim No. 45? & Dril ing - (fi ditleent thu Si$ed by Dri{inC sd Ur TOD SO1I Send 1 I |r 1 sand ddad e'l rv el rv SanC CIAV Clav c.lav lt:Jl:+ il, ' C .<!--! Ul--h ,,bailn- r\-4,!. .r.... - vaE_ ^ -ri rrcJUI same l ir+1. x Sand x 1aA t2i Sand c1 ay Sa na x r aa SanC l6u 162 tr,f; Casing$hedula: E 5166l tr Concrete - Other_ turru M.r Fm b .:.2.-5-0- inchs I irches + --2--ber 85 b€r - inclBs - inchea - fust -. f€€r -- inch€8 _ inches _ tst -'._ ,cot Was cestng drive sh@ us€d? 8l YBs tr No Was a packer or sel ussd? I Ys . No PortoEted? i: Ys t{ No Hs pertoated? a Faclory C Knifr :] Torch D Gun Sia .d partontbn? - irchs by - inchs NmB Fm R - pefforations __.- l6st _ le6t ...--.-.....---.--.-_ partorations - ,e6t -- le€t -_*- perloratiors *--_- fiset _ tgot \.'rell sc.*n inslalled? I Y&! n No fDla. 5" slot .025 from 88, to 98' )oianreril{ srr see-@sa r'or'fiIE]eor rofEb€r f(Dramaer 5l sror sia -{Eq s6t tmml2-3- ber b l2g rer I Gravel p66*sd? = )bs E No = Sia of gEwt \.Plac€d lffi -t€er to,._...*.-. - _fst ,;'Dia, 5" S1o-t_jQJl_f rom 128 ,ro 148' Surlrco sal deghCg Mat€.ial 6€d in sat: f C€meht grut 5 Benlonite --l Puddhno clav n S€alin, prGedure s6d: tr Sluny dt E Tmp, surfe asing r] OE boG lo sst dernn Mahod ol ioinlng csing; tl Th.aaded E t/lbtded = Solv€nt Wbld tr Csmented b€tffieo strata E WELL CONS1BUCTIOH Type wire wrap 11 Manutaclu.€r Houston c|of€$.ib6 accg65 pcat ToD top Packer or Headpipe Botttm of Tailpips tAb't sEned glelE? a/1A/a2 10. a LocAllo[ oF WELL Skarch map lo€atlon Dust ag@ with witts locatlon, t ( No. - Bl@k No. ..............- Addl$ of wat Snc /€o? u i ?rl Sr ,/-/szt^,.*J (gr@ d rrur name-ot oad) /a-r, .</til v, sx. 24-.R.T. --;Q 3ll N e o Lois o, w C L, E Subdivigion Nsma LrlEl*e- Counry 47).r- rr. DPTLLEn'9 CEFf rFrCATlOat l^le ce(lly thal all mif,ioum rell construElion standards war6 complled siih ar the time the riO wag €lw€d. (tl difisent than Driiling 1ng Firm Nam6 LdallFqn Pq$p p;s 1.6- 457 d urr Addres Sign€d by Drilllng sd nf*WUfi , I t U I I I t PfiAINAGE AREA '2 70,840 sq.ft NEW S\s'rEr '2