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HomeMy WebLinkAboutApplication- PermitGARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 401 Glenwood Springs, Colorado 81601 Permit Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY n (Y 'BeL mfr M� Owner's Name Wirbkj Pout. c�7 PresentAddressc�a ,kACA System Location T'0 E' CE 11( -ic�J�� lv�W(\Qus-VI Legal Description of Assessor's Parcel No. pa -3-' 1s1--00. ©"I 1 SYSTEM DESIGN U-1 1Nlick 4627 Assessor's Parcel No. This does not constitute a building or use permit. Septic Tank Capacity (gallon) Percolation Rate (minutes/inch) Required Absorption Area - See Attached Special Setback Requirements: Date Inspector Other phone Ll‘ 0-M-- F✓ ge-1 r) Number of Bedrooms (or other) FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer Septic Tank Capacity Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other Date G 7- o9 Inspector pe( euir// 74 1 4 4 '- RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE �J CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 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 structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class 1, Petty Offense ($500.00 fine - 6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT GARFIELD COUNTY SEPTIC PERMIT APPLICATION 108 8th Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 www. Barfield-cocmtv.com 1 Perk Fee: Parcel No: (this information is available at the assessors office 970.945.9134) (i a313i(70(9gl 2 it Job Addres ' (if an address has not been assigned, please et.") ALT) provide Cr, Hwy or Street Name & (, City) or and leg o i ' n2 r U ti C/d-37i-s, e U `� u 1-f..u 3 B d mg@ nDept: Lot Size. Lot No: Block No: Subd.l Exemption: 3 cca a Cres ( 1N 4,S 1 c L),c eitiA C ,/ JC * c 4 Owner: (property owner)Mailing Address 3d r S, iM/A1 s7 Ph: 4/0 -83£s -02E'+ -- Alt Ph: Pis -0).0G- totS- 5 Contractor: Tinto -Hy ic•P4it Mailing Address G1-4n1upop jS 'iO Chox?tVLf eo,R7&3t Ph: 9'/0-1,9l11-St3.3 Alt Ph: 6 Engineer: Mailing Address Ph: Alt Ph: 7 PERMIT REQUEST FOR: ( New Installation ( ) Alteration ( ) Repair 8 WASTE TYPE: welling ( )Transient Use ( )Commercial or industrial )Non- Domestic wastes )Other — Describe 9 BUILDING OR SERVICE TYPE: Number of bedrooms 0 Garbage Grinder ( )Yes (ANo 10 SOURCE & TYPE OF WATER SUPPLY: If supplied by COMMUNITY WATER, give name ( )WELL ( )SPRING ( )STREAM OR CREEK ( )CISTERN of supplier: 11 DISTANCE TO NEAREST COMMUNITY SEWER Was an effort made to connect to the Community System? SYSTEM: YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN 12 GROUND CONDITIONS: Depth toll( Ground Water Table Percent Ground Slope 13 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS) PROPOSED: ( )Septic Tank ( )Aeration Plant ( )Vault ( )Vault Privy ( )Composting Toilet ( )Recycling, Potable Use ( )Recycling, other use ( )Pit Privy ( )Incineration Toilet ( )Chemical Toilet ( )Other- Describe 14 FINAL DISPOSAL BY: ( )Absorption trench, Bed or Pit ( )Underground ( )Wastewater pond ( )Other- Dispersal ( )Above Ground Dispersal ( )Evapotranspiration ( )Sand filter Describe 15 Will effluent be discharged directly into waters of the state? ( )YES ( )NO 16 PERCOLATION TEST RESULT: (to be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes per inch in hole No.1 Minutes per inch in hole No.3 No._ Minutes per inch in hole No.2 Minutes per inch in hole Name, address & telephone of RPE who made Name, address & telephone of RPE responsible soil absorption test: for design of the system: 17 Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional test and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposed of the evaluation of the application, and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made, information and reports submitt-c e with and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are desig ed to b relied on by the local •epartment of he Ith in evaluating the same for purposes of issuing the permit applied for herein. I further understane'khat any Isifc t n or misfepres•ntation may re%Jilt iin the denial of the application or revocation of any permit granted based upon said application and legal r�`. ju provid d •. I,.,.: ,.. /(/° OWNERS SIGNATURE / DATE �N�e�t✓` STAFF USE ONLY v- Permit Fee: 73.n Perk Fee: Total fees: 173,03 Building Per 1,13 it #: Septic Permit #: ea Issue Date: LI 1 0 09 B d mg@ nDept: 4 1 APP OVAL DATE August 7, 2009 PO Box 2844 Glenwood Springs,C0 81602 Ph 970-618-5033 Fax 303-216-2796 Paul Hardy 328 South Main Street Bel Air, MD 21014 Installation Observations Lot 7, West Elk Creek Ranch Garfield County, Colorado RECEIVED SEP 1 5 2009 GARFIELD COUNTY BUILDING & PLANNING Project No. 1578 Paul, ALL SERVICE septic, LLC performed an installation observation on July 27th 2009 for the subject property. The installation included a 1000 -gallon, two-compartment concrete septic tank with an effluent filter on the outlet, followed by a 'pipe and gravel' drain field. The drain field was 12' x 22', for a total area of 264 SF. Effluent is distributed via perforated laterals. The OWS was generally installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWS. LIMITS: The observations were based on information submitted. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWS construction must be according to the county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, ALL S eptic, LLC Timothy ' . Petz 2 copies sent Copy sent to Garfield County March 11, 2009 PO Box 2844 Glenwood Springs, C0 81602 Ph 970-618-5033 Fax 303-216-2796 Paul Hardy 328 South Main Street Bel Air, MD 21014 Project No. 1578 Subsurface Investigation and Onsite Wastewater System Design, 1 -Bedroom Structure Lot 7, West Elk Creek Ranch Garfield County, Colorado Paul, ALL SERVICE septic, LLC performed a subsurface investigation and an onsite wastewater system (OWS) design for the subject residence. The property is located outside of New Castle, in an area where OWS are necessary. SITE CONDITIONS A garage presently exists, with a 1 -bedroom bunkroom being planned as indicated on Figure 1. The proposed drain field area lies next to a steep slope along the existing drive. Vegetation consists of a moderate cover of native grasses. Water will be hauled in to serve the residence. SUBSURFACE The subsurface was investigated by digging one profile pit and three percolation holes, as indicated. The materials encountered in the profile pit consisted of a thin layer of topsoil, underlain by sandy clay to 4 feet, underlain by sandy clay with scattered rocks to 8 feet. Groundwater or bedrock was not encountered. Three percolation holes were dug, in the area of the proposed drain field, as indicated. Percolation rates ranged from 20 to 40 minutes per inch (MPI). A 34 MPI rate will be used to design the OWS. DESIGN SPECIFICATIONS The OWS design is based on 1 -bedroom and an average sewage load of 150 GPD. The installation must include a 1000 -gallon, two-compartment, precast concrete septic tank, with an effluent filter on the outlet. One 12' x 22' `pipe and gravel' bed must be installed, for a total infiltrative area of 264 SF. Perforated PVC laterals must be installed to distribute effluent. Onsite Wastewater System Page 2 Construction must be according to the Garfield County Health Department OWS regulations, the OWS Construction Permit provided by the county, and this design. OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Erosion control should be practiced prior to and during re -vegetation. Geo - fabrics or plastics should not be used over the drain field. No heavy equipment, machinery, or materials should be placed on backfilled drain field. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWS. For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a drain field. The homeowner should pump the septic tank every two years and clean the effluent filter as needed. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWS. No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS. The OWS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain field due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be used, unless plastic or fiberglass is required. Access to all tank compartments and distribution devices is optimal. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC, and the county must view the OWS during construction. The OWS observation should be performed before backfill, after placement of chambers and distribution pipes. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. Onsite Wastewater Systems Page 3 LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, ALL SERVICE septic, LLC Timothy R. Petz 3 copies Reviewed By PARTIAL SITE PLAN AND PROPOSED OWS THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMATE. IT IS THE HOMEOWNERS DUTY TO ENSURE ALL CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE ACCURATE. ALL SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION. W PLUMBING SHOULD BE INSIDE STRUCTURE UNTIL IT EXITS AT SOUTH END OF GARAGE 4" SDR 35 EFFLUENT PIPE (1% FALL TO FIELD) 4" PVC SEWER PIPE (2% FALL TO TANK) S CLEANOUT 4 N l b s• SCALE: 1" = 30' P9 PLACE' PROTECTIVE' BOULDERS TO PREVENT DRIVING OR PLOWING ON pRAIN FIELD cet 40' GC.?' // 1000 GALLON, ' /TWO-COMPARTMENT , CONCRETE SEPTIC TANK ' WITH EFFLUENT FILTER ON OUTLET i OBSERVATION PIPE PERFORATED 4" LATERAL 12' X 22' STANDARD 'PIPE AND GRAVEL' DRAIN FIELD. TOTAL/INFILTRATIVE AREA 5264 SF LOT 7, WEST ELK CREEK RANCH GARFIELD COUNTY, COLORADO HARDY RESIDENCE ALL SERVICE SEPTIC, LLC PO Box 2844, GLENWOOD SPRINGS, CO 81602 970-618-5033 PRO. NO. 1578 FIGURE I PLAN VIEW 4" PVC INLET LINE FROM SEPTIC TANK 2' 4" PERFORATED PIPE MUST BE USED PIPE AND GRAVEL DRAIN FIELD SPECIFICATIONS SWALE OR BERM TO DIVERT SURFACE RUNOFF LIMIT OF EXCAVATION al1111111111ftinni_ 3/ 6. 22' OBSERVATION PIPE WITH CAP CROSS SECTION REVEGETATE DRAIN FIELD SURFACE GRADE SAND FILTER MATERIAL (if applicabl SIEVE %PASSING 100 4 95/100 8 80/100 16 45/85 30 2moo 50 1amo 100 uw 200 om PERFORATED PVC LATERALS SLOPE FOR DRAINAGE GEO-FABRIC BERM OR SWALE 2.0' SCARIFY BOTTOM OF DR.AIN FIELD WITH TEETH OFTRACNH0E EQUIPMENT 12' 1.0' � DISPERSAL GRAVEL DISPERSAL GRAVEL SHOULD BE 1/2" TO 2 1/2" CALCULATIONS 1BEDROOM RESIDENCE =q=15OGALS/PER/DAY PERCOLATION RATE = t = 34 MINUTES PER INCH CALCULATION =(qX1.5)Xnqdt/5=203SF PROPOSED AREA = 12' X 22' = 264 SF DRAIN FIELD = 12 FEET X 22 FEET FINISHED GRADE SLIP-ON PVC CAP DO NOT GLUE EFFLUENT LINE - 4" SCHEDULE 40 OR 4" SDR 35 P.V.C. SEWER UNE -4" PVC PIPE COPPER /TRACER WIRE MAY BE INSTALLED SWEEP / 2 WAY CLEANOUT PROJECT NO. 1578 FIGURE 2 u) I.L ^c W W 0 . CO c 0 1000 -Gallon (min), 2- Compartment Septic Tank wi PVC Splice Box w/Cord Grips -o -J N — CO N N V) N y O N rn= a o N PVC or Concrete Ri rn 0 N L c -0 c O � U) 0) 'O 1.0 0 0 U U _N N L Tank Adapter (cast or bolted) N 0 Effluent Discharge Modulating Discharge Orifices Vault Inlet Ports PROJECT NO d c ALARM IS OPTIONAL GARFIELD COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1578 PROFILE PIT 0 - 6" 6"-4' 4' - 8' Date of Test: 3-6-09 Topsoil, Root Zone, Clayey Clay, Silty, Sandy, Stiff, Moist, Dark Brown Clay, Silty, Sandy, with Scattered Rocks,Stiff, Moist, Dark Brown No Groundwater or Bedrock was Encountered Hole Hole Interval Measurement at Measurement at Change (in.) Percolation Rate No. Depth (in.) (min.) Start of Interval End of Interval (min./in.) MPI (in.) (in.) 1 40 10 4.50 5.50 1.00 10 5.50 6.50 1.00 10 6.50 7.25 0.75 FILL 10 4.00 4.75 0.75 10 4.75 5.25 0.50 10 5.25 5.50 0.25 10 5.50 5.75 0.25 2 38 10 3.75 4.75 1.00 10 4.75 5.50 0.75 10 5.50 6.50 1.00 FILL 10 3.75 4.50 0.75 10 4.50 5.00 0.50 10 5.00 5.50 0.50 10 5.50 5.75 0.25 3 24 10 1.00 2.00 1.00 10 2.00 2.75 0.75 10 2.75 3.50 0.75 10 0.50 1.50 1.00 10 1.50 2.00 0.50 10 2.00 2.50 0.50 10 2.50 3.00 0.50 AVERAGE = 34 MPI 40 40 20 cv-7 03/04/2009 04:42 4106380947 03/04/2009 15;14 9709273467 00/02/ 711(1(5 11;00 4106380947 HARDY HOME BASALT PRINTING HARDY HOME PAGE 01/02 PAGE 02/02 PAGE 02/ E3 13AItrIOLA COUNTY SEPTIC PI3RMrT APPLICATION V 109 8. street, sttitm 401, Glenwood 9prinon, Cu 8160) (' rr Phone: '70-945-8212 / Fax: 970484.3470 /Inspectlett Lige: 970^384.5003 / 1(T 6/1-5-#23 wra.aornol4xarau 0303 rRMmit Fccr Septic Portrait Mt Perk P 11§31 O_NLY 1 tie 108t0: Bending Permit fl: nbdlnit.' Inning ryenl: APPROVAL DATE Parte Not O'lonlnden In awklMn eHin Min tlandrp + ph- Agra nra.9A6E13Ii N5".mlenp or 5Nn"a City) °I. n dss�p�n'� IJ 4.w CA41i-A, co Raab No; rMnaln9 Add Cc �, k S- �iA./ .S -79N � n -(/c.- W'.. a—/QT M . rens Gunluhlp 0 3(..ndR-1`f e0, Pat- Mneing Addrene 9? NAWInnenacon ( )Translem Use ( )Convyta { �`5 4 Alt Ph: �} fit dG/o l�S Ah Ph: Aa mr: Z .9,-'_4,A.LQDL,SL Job AQdrA9p of le Mersa 40 nal btminn'gtHO. piml>,pmrx, I3 LI CIL'& ti� • 3 Lol)le' 1 t Na: Slab! b Ilei} Pb: iltk �Ei fog P: -4/ -Sv' 9 ?' : O ARbrblian e1 Drina 81 ( 4 Owncc@moanys.mnd Avl_ hi t Pi trsmar. Inw7NY g, AT $ 6 T Engineer: PER PIT REQUEST POR: ( )Repeirr )Rom [kroeslk wAateo 8 WASTE TYPE fb}Blrrernng Other - Pencnhn ( 9 BUILDING ORS' (U51YPE Number or emoted MA 1 Oath ago R/Inear( )Yeo •No 10 SOUno5R TYPE OF WATER 9UPPI.Y: 1 )WELT, ( )SPRIG ( 14TREAM ORCEEI( , L,`l8r MN II nuptial ly COMMUNITY WATER, gbrn name or suppner tl PISTANCETO REARM' COMMUNITY SEWER SYSTEM Wm on stied ma4e lo conned to Ihr, Community Sy*III `—if Nil; Sr ton SYSTEM PERMIT WILL NOT BE ISSUED WITH OUTA SITE PLAN YOUR INDIVIDUAL SEWAGE DISPOSAL i2 GROUND CONDITIONERI Oeplh to la around Wo(or Table, . PeMent Gmund SlopA i l(J�r 13 TYPE OF INOINIbUAL WADEAL SYBT yy'Opdc7anh OAemaon Plonl 1 (Reoyeling. Potable Use 1 )Recycling, olhar 0 = NDebmlb+ MIISPS) PRQPO EO: 111rdl0 Prpry )Co 11A Tonto (I spoil 9 use ( )Plt PP, 1 hndnerabon Tollel )Caamleal Toilet owpemel I )Above Omuna Dinootsnl t )Ewpabnnnylrallon ( )sand (Iter la allaiL DIS OSAI. <' , Abnorpllon bents, Bed or Pe ( Underaroond ( )Wastavaleroond ( )Other-Ddsnibe el ha store? ( IVES >ntr0 IS Will Minotbr. Oh nMutgod directly Mtevmters 16 PERCOLATION TESTRESUI.T: Imrm mmalelnd by RnalnerodPmWdomd Frgllnnor.IlNe Mmdled,-, per Inch In holo (UNIDO pot Inch In hole br i1ngtt dnnn res?orcnl0aon inch No,1 Minutes per Inch In holh No.3 Na_ No,3 M@ulaa Dor lneh m holo Nemo, odes & Iefephere of RPP- wit, medn Nemo, otldfaan & telephone of RPE responsible mgt: Son nbsn,plob for design of the system: r pans as may boregulmu by or the aoplloalldn: npd IMO mods, I0711o00n and Wray Itnawled90 arm too for herein. I fanner boned upon Said cool leadon r, 09 17 ®� AppleanlaakpoMPrlgpe bntihd oonlplslbnedd arms appllddlmn le cnndlltanal ?be lacml health daparlmen: to hb made (Intl Nrllmhea Icy the opphcent or by Imam of the permit lo oub)ael le NMI terms and oonditlnns fie deemed mammary rnporbt nuhmlUcd hrmwlih end r =ulnad to be NO:N:1Ni by Do nppDTNlt OM and ore desIgned to be tattoo, by1dal dnonrlatent or health l sea sang anderlana 1001 rine (Pia on or mis ... reheolal.' may m ell In to Any and legal faction for pot . ..vl' upon such Meer nrendalory and additional test and the local health department fir purposed 0rrhe evolution Ib inhere Iampllarm a AU Nles had IeAUl0Uen2 Pr MU be represented lo be two and coeAC In fho MI the some for pupa= of Keeling the Rena append chha nppllWlluh or r8nx:don of any permit pMaleo r1O- UIGVATURE W DATE ,... QWNERO rRMmit Fccr Septic Portrait Mt Perk P 11§31 O_NLY 1 tie 108t0: Bending Permit fl: nbdlnit.' Inning ryenl: APPROVAL DATE 03/04/2009 04:42 4106380947 tr!04/2009 15:14 9709272467 03/02/2009 11;08 41.00330947 Glnnirori NpAngn,rt 81601 Ph y7a.61h 6078 rmt713-216.2796 HARDY HOME BASALT PRINTING HARDY' HUMb. ,,February 2 200 Paul Hardy -ITN a QP Si (mailing addmss requited) PAGE 02/02 PAGE 01/02 PAGE 03/03 -Co-38-'0191 Proposal far Subsurface investigation and Onnite Wastewater System Denlgn 14. Miles on Buford Road Garfield County, Colorado As requested, ALL SKRVICP- ,scpdc, LLC ie submitting a proposal fax a subsurface investigation. percolation test and onsite wastewater arena (OWS) design for the subject property. A 4 -bay garage mists at the property. A 1 -bedroom apattmant in planned in the garage. Water will be hmupjtt in from the homeowner. There is no nroll ern the property, The site is located in next to Elk Creak in a river valley. A site plan is [required prior to design phase. We have mode n site visit to the property. ALL SERVICE septic, LLC proposes to conduct a subsurihee investigation and prepare an OWS design according to Garfield County regulations. An OWS design package, with applicable county calculation forms will be provided. Three copies, each stamped by a regittared professional engineer, will be provided. The design wit take approximately 10 days to complete after receiving raaaipt of signed point -oat, site plat, and 30% deposit to mobiiva machinery ($472.00). We accept VISA and MASTERCARD, The ab,flve services will he provided for the %flowing, lees: t.)J4rschitcty (4 hours @ $125Thr) -_,,,,,,,,,,,,,, ,,_----- _ $ 500.00 '! 2.') Subsurface Investigation and percolation Test -----•— $ 475,00 3.) OWS Design ••-- - __----_-.___� _... § ¢0 Tota] $1509.75.000 A» inns )Intron observation capon la required by Garfield County upon eomp)tlting construction of the OWS, ha observation will he Invoiced at 99b per boor, wilt a minimum 2 hcmr trip charge. Chmpos mo from pvrnl to parol. [fie absavatlea is nndelpnted to view V'nTS intonation, Reei9ion9 requested by client am. he invoiced at $90 pet hoar. ALTt. FMItV4:13 septic, LLC will notify UNCC prior to drilling, as required to notify owners of our enaaystlow, We will not he responalltle Rat Waling Utility line not marked by UNIX Members. A IWt otprivate utility location companies is Palliate nn roe UNCC webdte, Invarlaee are clue and payable on ,receipt. Account; 30 drip part rine tv111 be e1i aged as imam tans or 14 pammnt per Month. Wideb in 18 percent per yeor. We onloulme the intern/ by maidplying the account Mimeo by 1.5 percent. The interest is then added to the 6aetntaG 'rn avoid linter chargee, the account balance mit be paid in rat before de aeo billing patietl. Ytices are valid for 90 days. ALL. 913RVICti septic. LIZ will not be linbte far, subterranean streatusn (piper, tattled, telephone wired, eto.). Payment is due urn delivery of tepart. unless otherwise steed. Plicop nen valid Poe 90 deyp. If this agreement meets with approval. plane sign below, Thank you for the oppotuanity, Timothy ]t. potz Timothy R. Pen, Date