The URL can be used to link to this page

Home My WebLink About1136 Eby Creek Rd - 193929203009INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT Eagle County Department of Environmental Health PERMIT N® 0737 P.O. Box 850 - 550 Broadway Eagle, Colorado 81631 Telephone: 328-7311 or 949-5257 or 927-3823 YELLOW COPY OF PERMIT MUST PLEASE CALL FOR FINAL INSPECTION BEFORE BE POSTED AT INSTALLATION SITE COVERING ANY PORTION OF INSTALLED SYSTEM Owner: Douglas Bartlett Telephone: 926-2016 Address: System Location: Lot 216 Sub. Licensed Installer: 1° f f- E W I V 0 1 License Number: - Conditional installation approval is hereby granted for the following: Minimum requirements: 1250 Gallon Septic Tank or Aerated Treatment unit Absorption area of dispersal area computed as follows: Percolation rate: I Inch in _ 10 Minutes Absorption area per bedroom 227 Sq. Ft. Number of Bedrooms 3 X 227 Sq. Ft. minimum requirement per bedroom - equals 683 Total Sq. Ft. minimum requirement Special Requirements: 1) Subject to review of an eight .foot soil profile hole, to be reviewed by the County and Design Engineer. 2) System engineer designed — see attached specs. Date: May 9. 1986) Environmental Health Officer: CONDITIONS: 1. All installations must comply with all requirements of the Eagle County Individual Sewage Disposal System Regulations, adopted pursuant to authority granted in 25-10-104, C.R.S. 1973, as amended. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Connection to or use with any dwelling or structure not approved by the zoning and building departments shall automatically be a violation of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Section III, 3.21 requires any person who constructs, alters or installs an Individual Sewage Disposal System to be licensed according to the regulations. FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Eagle County Individual Sewage Disposal System Regulations until the system is approved prior to covering any portion of the system. INSTALLED ABSORPTION OR DISPERSAL AREA: Q. FT. I XZ INSTALLED SEPTIC TANK: --�= GALLONS; �' EGREES; FEET . DESIGN ENGINEER OF S INSTALLER OF SYSTEM: SEPTIC TANK CLEANOUT TO WITHIN 12"OF FINAL GRADE OR AERATED ACCESS PORTS ABOVE GRADE: PROPER MATERIALS AND ASSEMBLY: COMPLIANCE WITH PERMIT REQUIREMENTS: PHONE:. COMPLIANCE WITH COUNTY / STATE REGULATION REQUIREMENTS COMMENTS:TO E 9MP5 ) dllb,16 lldiU71 - YES YES �400 YES YES NO (Any item checked NO requires correction before final approval of system is made. Arrange a re -inspection when work is completed.) � DATE (Final Approval) u( 1,8�ENVIRONMENTAL HEALTH OFFICER: �� DATE (Re -Inspection) ENVIRONMENTAL HEALTH OFFICER: RETAIN WITH"RECEIPT RECORDS PERMIT Name of Applicant: Douglas Bartlett Name of Owner Same Amount Paid: $200.00 Receipt Number: 1629 Date: 4 30 86 Cashier: Gail Parker White and Pink Copies - Environmental Health Department Yellow Copy - Applicant / Owner 4 ' a\P?? IC',T OiZ r• - \L ;[ \(; DTr-- n \i, S';S- Pr.^�,TT y. F':VTai?: `:f::."i.\i. ii`.:.\I.;i1 t)F7 'C: - EAGLE P.O. 3u;; "'50 i �!:.ty;l•. (;ulor:tdu 51631 :;o. 3?3-7311 PERMIT APPLIC:ITTON Fi"F.:` $150.00 PFRCOLATIO`I TEST FEE: S50.00 NAME OF Ohr\ER: j/�1_�CIS ?fir S� _ lllr Xle- — ADDRESS : �O �or` ,� PE10';E: NAME OF APPLICANT (if different froul uc per): ADDRESS: PHO`iE : DESIGN ENCTNEER OF SYSTDI (if applicable) : ADDRESS: Cd ' PHO::E c- �l /� Pr. LC:1WlY t\LJi v.•J . u... .. INS',ALL.A ION OF JYS 1 :..:: -Licensed Installer (see attached list): YES NO ADDRESS: _ PHONE: PERMIT APPLICATION IS FOR: ( jk) New installation ( ) Alteration ( ) Repair LOCATION OF PROPOSED I?;DWIDUAT, SE:.7,\GE DTSPOSAT, SYSTE`t: Street/Rural Address: Lot Size: U) Legal Description: BUILDING OR SERVICE TYPE (check aoolicabl,? catecorv): ( ) Residential - Single Family ( ) - Residential Quadole. v ( ) Residential - Duple:t ( ) Co.•-:r::ercial (state usage) ( ) Residential - Tr_ole-x NUMBER OF PERSONS: N -MBER OF BEDROOMS WASTE TYPES (check applicable cate^ories): ( ) Commercial or Institutional (jo) Dwelling ( ) Non -Domestic Wastes ( ) Transient Use () Garbage Disposal (�) Dishwasher (j() Automatic Washer ( ) Spa Tub ( ) Other TYPE OF I NDIVIDUAL SE'•.'AGE DISPOSAL SYSTG-t PROPOSED: (�) Septic 'Tank ( ) Composting Toilet ( ) Incineration Toilet O) Vault Privy (') Grey -water ( ) Chemical Toilet ( ) Pit Privy ( ) Aeration Plant ( ) Recycling, Potable Use ( ) Other ( ) Recycling, Other Use WILL EFFLUENT BE DISCITARC-ED DIRECTLY I`:TO ? ;'.TF?S OF THE STATE: YES ( ) NO (}�) IS SYSTDI DESIGNED FOR LESS THAN 2,000 G .LLO`;S PER DAY: YES ( ) NO ( ) WASTEWATER FLO'J REDUCTION PLAN: YES NO ( ) (16 Yes , see attached 5&'W .LedUc ti0,i me.-dteds ) n NOTE: The EnvZ',o,vnctr-ta('_ Heae_45t mail ,educe the .Ler/u,i.ted abso-tpti.on atea upon 1 ajJp tUl'aZ U6 an adCG'Clatc Lt'aS.i jcc,'-.i. 6&vj Aeduc'tCou pzail. F ' �SOURCE AND TYPE OF 'dATER SUPPT Y : ( well l ' _ �• ) ( ) Spring ( .) Creek/Stream Give depth of all wells within 200 feet of system: \� �� `If supplied b community water, �� pp y y give nano of supplier: SIGNATURE--- DATE: ---------------- - - - - -- ------ - - - - -- INFORMATION BE W TO BE FILLED OUT BY ENVIRON'.fENT"AL HEALTH OFFICER: GROUND CONDITIONS: Peneelvt G.tOulid S-eepe Depth .to Bedtoeh (pet 8' P.to'Ue Hotel Depth .to Ghoul 'Lca.tcic Tabee SOIL PERCOLATION TEST RESULTS: uLutes pet .(ttclL .tn Hoi-e n? M,. ; ute.S peyL inch .to Hote #2 I'.'', l.Ltcs pet i,Lck -1,U HoZe #3 FINAL.DISPOSAL BY: ( ) Abso.ip.tioA Tnejick, Bed o.t P.,Lt ( ) Evapot ,,LanspiAcrti.on ( J Above Gtcund '0.i s pe,'usa L" ( ) Sa;td Fif_t`t .1 ( ) U)tdc;tg.toLutd Was.tctt,'atCn Pond ( 1 O-th C't Amount Paned: ti� .� Receipt Mw?be.'t /�Do2GJ Date: =NOTE: Site Plan must be attached to application. 4Er4�.,,H'ealth Department - Rev. 4-07-33) EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICE Name _ Date Rou ed App 1 i cation--flo Locatio Please review the attached Individual Sewage Disposal System Permit Application and return it with this completed form to the Environmental Health Office. PLANNING:',, Complies with - YES —NO RFIITFLICT RY nn rr Subdivision Regulations: Zoning Regulations: Recommend Approval: r BUILDING." Complies with - Building Permit Applied For: Building Permit Issued: Recommend Approval: COMMENTS: ENGINEER: Complies with - Roads: Grading: Drainage: Recommend Approval: COMMENTS: ENVIROIT iEiNTAL HEALTH: Comp i i es wi th Floodplain Permit Necessary: I.S.D.S. Regs. Compliance: Recommend Approval: COt•?MEEN[�TS: ! %,��- --o , P,�,�cs../. NEW YES I NO REVIE!•!ED BY DATE YES YES NO I REVIEWED BY NO L REVIE14ED BY \ - / 1 1/1 -41 - v � Y r DATE DATE ��0��' � �'�� ate,. � � ►� fi PERCOLATION TEST ENVIRONMENTAL HEALTH DEPARTMENT Eagle County FEE: $50.00 ISDS APPLICATION NO. 30 OWNER: "),N,1'r./�n,-� LEGAL DESCRIPTION: (,o -' RURAL ADDRESS: CaccV TYPE OF DWELLING: Si0 �P -Fccw„ 1 NUMBER OF BEDROOMS: DATE OF PERCOLATION TEST: Ll- ,?s-- �� TYPE OF SOIL: C/ TEST HOLES PRE-SOAKED: YES V NO 1-2£o S� I J� 5-41-0 40 dceVq TIME WATER DEPTH INCHES OF FALL RATE 1 2 3. 1 1 2 3 1 2 3 1 2 3 ; 3r Z�� v 3(31q •N'1 30 a 1A)/ ��' 314 36 �� I l 3 �3 ��zr- ! 01.0 S/ 5 7 Z jq3d �G PERCOLATION RATE: RECOMMENDED MINIMUM SEPTIC TANK SIZE: /,--- I ZSO RECOMMENDED MINIMUM LEACH FIELD SIZ RECOMMENDED MINIMUM SQUARE FOOTAGE R BEDROOM: SITE HAS BEEN REVIEWED AND TESTED FOR PERCO q- EnvironmdntlllH�a th Officer Date COMMENTS: w PAl-~_� �� rV_'e\ Rev. 5/31/84 EAGLE COUNTY 551 Broadway Eagle, Colorado 81631 (303) 328 7311 May 12, 1986 Douglas Bartlett P.O. Box 98 Eagle, CO 81631 RE: ISDS Permit #737 Dear Mr. Bartlett: Enclosed is your ISDS Permit #737 for property located at Lot 216, Eby Creek Subdivision. The information on the permit application does not indicate who will install your septic system. Please let our office know at your earliest convenience who will install the system. The enclosed yellow copy of the ISDS Permit must be posted on the installation.site. You must call our office for final inspection before covering any protion of the installed system. We can be reached at 328-7311, Ext. 238. In the routing of your septic application, the Planning Department has indicated that the covenants of Eby Creek Mesa (Section 8.9) prohibits the placement of a mobile home on this lot. This covenant does not,.however, have any influence on the issuance of your septic permit. If you have any questions regarding this septic permit, please contact our office. Respectfully, Gail Parker, Secretary Environmental Health Office EAGLE COUNTY /gp Enc. 2 Board of County Commissioners Assessor Clerk and Recorder Sheriff Treasurer P.O. Box 850 P.O. Box 449 P.O. Box 537 P.O. Box 359 P.O. Box 479 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 EAGLE COUNTY 551 Broadway Eagle, Colorado 81631 (303) 328 7311 May 6, 1985 Mr. Don Pease P.O. Box 607 Eagle, CO 81631 Dear Mr. Pease: This is to inform you that your ISDS Permit #599 for property located on Lot 217 - Eby Creek Mesa has been inspected and finalized by Erik Edeen on May 3, 1985. I am enclosing a copy of this.permit for your records. Sincerely, �Amjo-� Gail Parker, Secretary Environmental Health Office EAGLE COUNTY /gp cc: Files Board of County Commissioners Assessor Clerk and Recorder Sheriff Treasurer P.O. Box 850 P.O. Box 449 P.O. Box 537 P.O. Box 359 P.O. Box 479 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Douglas Bartlett P. 0. Box 98 Eagle, CO 81631 NARRATIVE: EAGLE COUNTY 551 Broadway Eagle, Colorado 81631 (303) 328 7311 July 29, 1988 ACTIVITY REPORT Donald Pease P. 0. Box 607 Eagle, CO 81631 Doug and Susan Bartlett and the occupant of the Donald Pease residence, Patty Stevens, reported that a water sample from their shared well indicated bacterial contamination and requested an inspection of.the well. I visited the site on July 20, 1988, and inspected the well. The well is constructed of concrete rings and is approximately 15 feet deep. The well is not properly constructed and is prone to contamination. The well cap or housing is not sealed to the top concrete ring. This gap allows rodents and other sources of contamination to enter the well. The exterior of the concrete rings was not grouted and surface water could enter the well causing contamination. A rodent hole was present within 2 feet of the well head. Mr. Bartlett indicated that he removed several dead rodents from the well. The .presence .of dead rodents in the well explains the significant levels of bacterial contamination. This well should not be used for any domestic purposes i.e;.drinking, bathing, washing dishes or food until the following -steps are taken to improve the condition of the well and a safe bacterial sample is obtained: Board of County Commissioners Assessor P.O. Box 850 P.O. Box 449 Eagle, Colorado 81631 Eagle, Colorado 81631 Clerk and Recorder Sheriff Treasurer P.O. Box 537 P.O. Box 359 P.O. Box 479 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Page 2 Activity Report Bartlett/Pease 1. Pump the well; 2. Clean out the bottom of the well; 3. Seal the sides and top of the well from contamination sources; 4. Sanitize the well; 5. Pump until acceptable chlorine residual levels are a.cheived - (l Ppm); 6. Sample; 7. Wait for laboratory confirmation of a safe water sample. See the attached recommendations for additional assistance: 1. Recommended specifications for the installation of dug wells for private supplies; 2. Recommended specifications for springs. Any person who has used this water and has symptoms.of gastrointestinal distress or infection should consult a medical doctor as soon as possible. Sincerely, S;o r� Sid Fox Department of Community Development Environmental Health Officer SF/ar xc: Patty Stevens Encl: 2 RECOWENDED SPECIFICATIONS FOR THE INSTALLATION OF DUG WELLS FOR PRIVATE SUPPLIES Location of the well: Every well should be located and constructed in such a manner that neither underground nor surface contamination from any septic tank, seepage pit, dis- posal field, privy, corral flooding, or other possible source of pollution can affect such water supply. The well should be located on higher ground than any source of pollution and the horizontal distance from any such source of pollu- tion should be as great as possible, but in no case less than 50 feet. If it is necessary to locate the well within 50 feet of any pipe which may carry sewage or waste water then said pipe should be constructed of extra heavy cast iron soil pipe or cast iron crater pipe with leaded ,joints tested for water tightness. In no case, should the well be located within 20 feet of any buried pipe carrying sewage or waste water. Nall or casing: The wall or casing below the 10 foot minimum depth as illustrated should be constructed of hard burned bricks, concrete blocks, field stone, or equiva- lent to facilitate entrance of the ground water. .he gall or casing to a depth of at least 10 feet below the ground surface should be made watertight in one of two ways. 1. Fig. A - Vitrified clay tile with bell and spigot joints, concrete pipe or equivalent should be used. The bells should be placed downward and the joints should be made watertight by using an asphaltic jointing compound or equivalent. Several sections of tile should be joined together above ground before setting in place. The annular space, preferably 6 inches, between the outside of the tile and the sides of the excavation should be filled to the ground surface with a concrete mixture prepared by using a cement mixture or similar device to produce a mixture which will flow easily. 2. Fig. B - Precast a reinforced concrete slab 6" thick with a diameter equal to the diameter of the walled up section of the well. Leave a 411 diameter hole in the center of the slab. After curing, lover the slab into the well and set it on top of the walled up section. Set a 411 casing at least 11 feet long in the hole i;i the slab and caulk the joint between the casing and concrete to - insure water tightness. Fill the excavation above the slab and around the casing with clean fine sand to within two feet of the ground surface. The last 2 feet should be filled with clay paddled in place. 3. A concrete wall or casing may be used in place of the vitrified tile in Fig. A. If used the concrete wall should be 6" thick to a depth of at least 10 feet. The platform, sleeve, well seal, etc., are the same as shown on the illustration. Platform: A watertight reinforced concrete platform at least 4 inches thick and 4 feet square or extending at least 1 foot beyond the tile wall should be con- structed. The top of the platform should slope away from the casing as shown on the illustration. RECOMMENDED SPECIFICATIONS FOR SPRINGS Location of Springs: Every spring should be located and constructed in such a manner that neither under- ground nor surface contamination from any septic tanks, seepage pit, disposal field, privy, corral, buried sewer line, or other possible source of pollution can affect such water source. The spring should only be developed on higher ground or above any possible source of pollution and in areas not subject to flooding. To provide adequate protection springs should be properly developed at the point they out crop and in such a manner that surface water will filter through an earth layer of at least 10 feet before reaching the water strata. Marked increases in turbidity during heavy run-off may indicate that surface water is reaching the spring. For your protection water samples should be collected periodically for bacteriologi- cal examination. Construction: Springs used for drinking or domestic supplies should be enclosed by reinforced con- crete walls and cover or other durable and relatively watertight material. Construction should be in such a manner to admit spring water unrestricted, but to exclude surface drainage or other foreign material. No openings should be provided for drawing water by bucket or cup directly from the spring. An overlapping cover, that will give a tight and secure pit, should be provided for future repair of encasement or spring. An earth cover, natural or fill, of at least 10 feet should be provided over the water bearing strata and should extend at least 50 feet on a radius from the point of out crop. A screened overflow pipe should be provided in the spring encasement. A diversion ditch should be provided at least 25 feet or more from the spring to divert surface run-off. The area in the immediate vicinity of the spring should be fenced to exclude stock and should be so located that stock cannot get between the diversion ditch and the spring. Water from the spring should be carried by gravity directly to the distribution sys- tem or to a properly constructed storage reservoir. Materials: All materials should be new. All forming material should be removed after construc- tion. Chlorination: All new or repaired springs are considered to be contaminated and should be chlorin- ated before use. After construction or repair and just prior to sealing the following procedure should be followed. Lower the water in the encasement as far as possible and shut off the flow from the discharge pipe or pipes. Add a solution of two or three quarts of any liquid laundry bleach containing 5% available chlorine mixed with 10 gallons of water. Allow this to stand in the encasement overnight, if possible, or not less than three hours, thereafter allow the spring to run until the odor or taste of chlorine has disappeared. Twenty-four hours later collect a sample of water for bacteriological ex- amination in a sterile container furnished by the Colorado State Department of Public Health. If water must be used before laboratory results are obtained, it is recommended that it be boiled for two minutes. Abandonment of existing springs,. - For personal and public safety the spring should be labeled or tagged "UNSAFE WATER - DO NOT DRINK", if it is found to be contaminated after repeated laboratory analysis and tests. J.UN 14 U J ; .cM r K Urb ll 15 I K 1 tiu I tKb INC SUS 5y4 2bb7 TO 13039262182-350 P . 06/06 Jackel Model 30 Fiberglass 18" x 30" Sewsge' Ejector l�as�in 14j,;114.2D• ISTha. inserts For application where codes require fiberglass, our 18" x 30" made with matched metal molds is the answer. • Strength without weight • Rugged and virtually indestructible • Available with a full range of hubs and covers. See page 42 for details. • Full 30 gallon capacity for longer pump life • One Hub Standard - 10-1/2" from centerline. Contact factory for additional hubs • Weight: 27 lbs. less cover - 40 lbs. with cover 21410.D._.. 1 ili 16" _ B" I.D. II V TV TYP. ZO" r.1M wu� .- .. - --- -- . ---. • v ----------- --- � • VGA VV C. • Residential Sewage • High -Capacity Sump • Septic Tank Effluent AURORA PUMP4% A UNIT OF ZZNEFAL SIGNAL v y�§ W. 513�i; V} � t F.-1 The S V50 is a completely submersible ejector plump for use in handling 'wastewater. and sewage in residential and Comm:' jai building applications; and is available in automatic or, . configurations. A' tic models feature either a wide-angle mechanical float stwat�,gr-a mechanical diaphragm switch with piggyback plug- in a 'r�gement. The switch is adjustable, easy to service and 411OWg f r simple conversion to the: effects`: of impcilcr.tirust loads,'Tliis design results, in. minimtun friction and perfect alignmcnt of rotor, for lgnger service from pump. Mechanical shaft Seal is carbon -:;and ceramicr.faced for long,.: leakproof lire. Bottom inlet has no screen to become clogged, providing uprununi pump performance and minimal maintenance- Water-resistant power cord with molded plug is available in 10 or 20 foot lengths. Heavyduty, cast iron construction provides long life and assists in heat dissipation for cooler motor operation. Energy -efficient 1/2 HP motor runs cool and quiet for long life. Motor windings contain automatic -reset, thermal overload protection. Discharge is standard 2 inch NPT (3 inch is optional). The high -capacity; vortex, thermo- plastic impeller, which is threaded to a stainless steel shaft, efficiently han- dles up to 2 inch spherical solids. Pump -out vans on back on impeller prevent stingy materials from bind- ing impeller or shaft. JUN 14 '95 09:19 FR CPS DISTRIBUTERS INC .303 394 2667 TO 13039262182-350 P.04i06 the Hydromatic SKV50 Imersible pump is specifically igned to meet the demands of :dential wastewater and ,age applications, and the ility standards of the ,fessional plumber. The 2 h NPT discharge pump (3 h discharge optional) is liable with a powerful 1/2 ' motor, in both automatic I manual configurations. The V50 can handle capacities up 180 gallons per minute and ids to 20 feet. The SIW50 features are . impressive. The heavy-duty cast iron and engineered thermoplastic construction provides durability in rugged applications. The pump's high - capacity, recessed, vortex impeller is threaded to a stainless steel shaft providing long life in demanding applications. The recessed impeller is capable of passing 2 inch spherical solids and lint. The SKV50 is offered m' two automatic configurations. The SICV50AD uses a diaphragm piggyback switch to operate the pump automatically. The SKV50ANV uses the wide angle SKV50 TYPICAL INSTALLATION Nide-angle Mechanical piggyback float Switch The SKV50 uses a tilt -sensitive ncchanical wide-angle float switch, vhich is hermetically sealed inside a ion -corrosive polypropylene float. is liquid level rises, float ch=gcs Ingle until the switch makes ircuit. The switch is not sensitive o rotation (no "up" side), which implifits installation. Its -cliability is proven to 500,000 -ycics. The wide-angle system operates iczwccn 115 and 125 degrees. Jmwdown range is 6 to 14 inches, •-ariable with length tethered to -jump (5 inch maximum); and can :)e adjusted in seconds. Pumping Efferentials up to 35 inches can be ibtained .when the float is tethered o the discharge pipe. For naximum ptunp life, adjust tether cngth for deepest drawdown. mechanical float switch shown below. The SI.V50's oil -filled motor provides superior cooling and lubrication, allowing the motor to run cool, quiet and trouble free for years. This oil -filled design also provides permanent lubrication of the shaft bearings.. m;nimming maintenance and extending the life of the pump. In addition, to protect against overheating, and costly repairs, the motor windings contain an automatic reset thermal overload. Piggyback Switch Plug The Hydromatic wide-angle float switch features a unique piggyback plug arrangement. The pump power cord plugs into the back of the switch plug to pro -.;de automatir operation. To operate the pump manually, simply plug the pump power cord directly into the electrical outlet, bypassing the switch plug. The pizy7back plug pro-, ides rase of service and allows the pump to be cycled manually on a periodic Basis to ensure proper operation. JUN 14 '95 09:20 FR CPS DISTRIBUTERS INC 303 394 2667 TO 13039262le2-350 P.05i06 u,; Sump Characteristics Pam/motor Unit Submersible Manual Models SKY50M1 "50M2 Automatic Models SKVSOAI Horsepower 1 /2 Full load Amps 11-0 `�•0 Motor Type Split Phase RY NL 17SO Phase 0 1 Voltage 115 230 i Hertz 60 Operation Intermittent Temperature 140OF Ambient NEMA Design L� Insulation Class 0 Disdiargs Size 2" NPT std. (3" opt.) Solids Handling 2" Unit Wei ht 54 lbs. Power Cord 16/3, S] A,1 1 10' std. opt (20'230V = 10' sid. Materials of Construction Performance Data a 0 so Total Head (feet) GPM CAPArATY-LIA. OAK S 8 10 12 15 18 20 ISO 170 160 128 76 28 0 1. All dlramsions Ins rhes 4.5116 _ •}�-- 8•,lie Ito 2 {ompeneM dima+si F• -�- 5 7/0 may vary 118 nrth 3. NoI for 00311`011M pot✓ DISCHARGE pose unless certified 4.314 4, mmensiorss and weights are opproximase 5. We reserve the 1i* to. - t make revisions to aar 3.13116 produds and III& spedli=*`''' tadons w1i W noliro I i �T 11-1J2 Y PUMP DISCHARGE ON HEIGHT 11.7/16 J 12-5!rfi . A fi-9J18 PUMP OFF i ,avir attta /HY®ROMATIC Pumps Inc. ui3i Bartlett Lot 216 Eby .JOB NAME Creek Sub rB—L®CATION _ ... BILL TO DATE STARTED DATE COMPLETED DATE BILLED rA n Cl 10 A Ann An A a n ry\/ � ,-17.e AAni7 ,h PERMIT#737 OWNER: DOUGLAS BARTLETT LOCATION: LOT 216 EBY CREEK SUB. INSTALLER: MARLIN NOTTINGHAM SIZE OF TANK: 125o GALLONS DWELLING: RES. SINGLE FAM. 3 BEDROOM PERC RATE: 1 INCH IN 10 MINUTES ABSORPTION AREA: 227 SO. FT. FINALIZED: 10-1-87 BY:SID FOX JOB rqo� .. :2, JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL ------------ -- TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT —DER Printed in U.S.A. e iC f 33f+s A3UI sac; %� N!!C cy 99£9-8Z£ (£0£I :auoyd 119113 ope,olo''a16e3 1aaJIS U1V iSt3 Cl i - 609 xoA Q'd - 'JNlddVw - 9w1!l33N1•JN3 11A13 - 9NlA3AklnS ONV1 Mir .xt'salul:)Ossd 12 ta'1un�'u°sut{o( . suPTd asaq:1 q;TM aouPwiojuoo aznsse _ oa pawioliad aq uea suot:Ioadsui juatoijgns TeyT os ssaaoid uoz;aniasuoo aqq 3o gseazge jdax aq TTpgs pup saouawwoo uoT4onijsuoo uagm pat;TTou aq TTpgS saOT]JO gTTPaH TP4uawuzoTAu2 PUP 1aauibus A4unoQ aTbe3 aql •g -suoT:jeTnbag wa4shs TpsodsTO abPMas TPnpTATpuj Aquno0 aTbe3 aqa of w10-Tuoo TTINS •o- a-'siUawaiTnbaz xoeq-aas 'saoTlopid U0TIe1TPISUT 'sTeTialew TT'd '4 � •xuP� �agwPgo - Tenp 'A:jloedpo uoTTPb OSZT = asnoq woojpaq C io; azTs xuel oildas •y G II �, II f V. VAx NM c ` - )-�j,I ,r-- It Q� \IL 01 14i I r ' Y 1 If - - � � � f � • * � - - - _ t - ` ` �J � ' - i �.� � t 1 ,'y � - �,'r �� . j� + 4 ram'; - � - L"t J ��