Loading...
HomeMy WebLinkAboutApplication - PermitGarfield County I NO.l0l85 u---I Building & Sanitation Department 108 gh Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 IJ.....::=' I' -' l ,X \ 1 IJ ? ' · I'VL w (... .Jf I lA I ( ICJIA. IV\ ~ t. -dt----4<";}{..1[>-~ Owner ! <"""I )1lA.::2"IT I~\ 1 \.} I \ t IIUl.VV'=--'-' i-:tf IL.JL.fU'-'\...L.t - Contractor ~ 0 m(]P.r=: Amount of Permit $ c9i?Q3 . Cf:!J Date /-L.f -{) 7 CJ!/D7-;;(O;d -;;({o-tJCJCj GARFIELD COUNTY BU I LDING P ERMIT APPLICATION 108 s ·· Street, Suite 401, Glenwood Sprin&•, CO 81601 Pho ae: 970-945-8212 / Fax: 970-384-3470 /laopeetlo a Llae: 970.384-5003 D a 2~ Parcel/Sch edule No: ~"-, <OrV' 06 = +()~,~ 1 _ 1 . . ... flX JAJ !J O b 1 r L.u:_.rJOYJ .,)l/lAIR tttmt t L(. nvrnc;:_.., ~~· ~ THIS PERMIT BECOMES NULL AND VOID rF WORK OR CONSTRUCTION AlTfHORIZED IS NOT COMMENCED WITHLN 180 DAYS, OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK I S COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPUCATION AND KNOW T H E SAM E TO BE TRUE ANO CORRECT. ALL PROVISION::> OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITH IN WH ETHER SPECIFIED H EREI N OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VI OLATE OR CANCEL THE PROVISIONS OF ANY OTfi ER STATE OR LOCAL LAW REGULATIN.Q CONSTRUCTION OR THE PERFORMANCE "CONST~ AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AN D/OR THE AGENT OF THE CONTRACTOR OR OWNER THE STRUCTURE AS DETAILED ON PLANS AND SPECI FICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OFTI-I E I SSSUANCE OF THIS PER MIT, TH E SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTI-IORJTY GIVEN LN 30.28.20 I CRS AS AMENDED. T I-lE SIG NER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN T I-l E LCOATI ON, ERECTION, CONSTRUCTION, AND USE OF TI-lE ABOVE DESCRIBED STR UCTURE, T HE PERMIT MAY BE REVOKED BY NOTI CE FROM THE COUNTY AND THAT THEN AN D THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTI-I ER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM T I-IEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTH ER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THERE UNDER WHEN IN VI OLATION OF THS CO DE OR ANY OTHER ORDINANCE OR REGULATION OF T HIS JURI SDICTION. THE REVIEW OF SUBMITIED PLANS AND SPECIFICATI ONS AND INSPECTIONS CONDUCTED TI-IEREAFTER DOES J>IDT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCI BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFI CIALLY WITH THE ARTICTECT, 01!61 AN D OWNER. COMMENTS ARE INTENDED TO BE CO NSERVATIVE AND IN SUPPORT OF TI-lE OWNERS LNTEREST. I HEREBY ACKNOWLEDGE TI-IAT I H AVE READ AND UNDERSTAND THE AGREEMENT ABOVE QNITIALj: V" f ,' I • fJ~ J l1 \ lo ~0~ 1 \ )ZL--1 ~ ~:trt3 /DS ~ The following items are required by Garfield County for a final inspection: I. A final Elec tri ca l In spection from th e Colorado State E lectrical In s pector; 2. Permanent address assigned by Garfield County Bui ld ing Department posted where readily visible from access road; 3. A finished roof, a lockable hou se, complete exterior siding, exterior doors and windows installed , a complete kitchen with cabinets, a s ink with hot & cold running water, non-abso rb ent kitchen floor coverings, counter tops and fini s hed walls, ready for stov e and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl , tub or shower, toilet stool , hot and co ld running water, non-absorbent floors and wall s finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrail s, guard rails on balconies or decks over 30" high constructed to alliBC and IRC requirement s; 6. Outside grading done to where water will d eto ur away from the build in g; 7. Except ions to the o uts id e steps, decks and grading may be m ade upon the demonstrat ion of ex tenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are compl eted and a final inspection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway install ation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSU ED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIF ICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATfNG PREMISES UNTIL ABOV E CONDITIONS ARE MET. I understand a nd agree to abide by the above conditions for occupancy, use an~uance of a Certificate ofOccupanc~r the dwelling under building permit# IDa ~ /~ Date VALUATION/FEE DETERMINATION Applicant Lt<t.~ Address?o ZtJ = q osfC R #<'«!: '{l._J · Date f?.. ~ /,q ~ I Finis hed (Li vabl e Are a): M ai n U pper Low er O ther /7 (1q 7 1() Subdivision !V'o"'t~..tVV~eM+-~\&.~e "5u l?d · Lot/Block 1 Contractor D 0-' V\~ Tota l ~qu are F eet ( s-o o '/. 7 ~ ~ & :::. I ~1 3 7 Z, /'G Va lu atiO n I Baseme nt: U nfini s he d Conversio n o f U nfi nis h ed to Fi ni s hed Pl a n Ch ec k Fe e fo r Conver si on Valu ati o n V a luatio n 7 5'J i /~ G a r age : V alu ati o n ltl9 i 9 Crawl S p ace : D ecks/Pati os: Covere d V alu a ti o n l,(e~ '1 ci Op e n V aluation '(?J?.. i · (1_, Total V a lu atio n /~5 9 0 "'Z /(p /9 I -~ :)~~ ~ (5~4 ._z 5'5,1 "b ),/?_ ~d--5 1 I~~-I d---. GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Auy project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to snbmit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be ou drafting paper at least 18"x24" and drawu to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top ofthe roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within t envelope. Yes 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a corner lot. Special setbacks do apply. Yes ){._ 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes )( 2 4. Does the site plan indicate the location and direction of the County or private road accessing the propertY.? Yes ;:l_ 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes .){.. 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes :/- 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes )'{,. 8. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and ~ipd loads? Yes }'---"---- 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construct[op? Yes. __ c_Y-.-___ _ I 0. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes 1,. II. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes. __ -'-"---- 12. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Building height measurement usually not to exceed 25 feet) Yes ~ 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes No )( ---.<'-"----- 3 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No·--'y::-.,l[.._ __ _ Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IRC? Yes )I No, ____________ __ Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes X No ______ _ Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specifY safety glazing for these areas? Yes ~ No, ____________ __ Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes X No _____ _ Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes I} No ""' ------ Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will not be accepted without it. Yes X No -, _____ _ Will this be the only residential structure on the parcel? Yes )/ No Ifno-Explain:, ____________ __ Have two (2) complete sets of construction drawings been submitted with the application? Yes 'j,. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft.lo~? Yes _-:j,-f'>-----No. _____ _ 4 24. Have you designed or had this plan designed while considering building and other constructi9n code requirements? Yes ~ No __________ _ 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes Y. No _____ _ 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspectiY'y the Garfield County Building Department? Yes No __________ _ 27. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes )! No __________ _ 28. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building o/rmit? Yes rJv No __________ __ 29. Are you aware that you must call in for au inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes 'I_ No __________ _ 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? Yes X No / ------------ 31. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancgr the building? Yes No. ______ _ 32. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IE_CJ Yes _ _X£>____ No. ____________ _ 5 33. Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes 'f No ______ _ 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection. Yes Y No _____ _ 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated. Yes \(; No ________ _ 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes '/..._ No (please check with the building department about this requirement) 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes 'j. I hereby acknowledge that I have read, understand and answered these questions to the ::o:~;jjd II/ /Jw Date ~' Phone:970CJ..ll:>/B-i5" (days); CJ?()cbt(()~'J7o:3 (evenings) ProjectName: )t§fd{il!Jf j/o41. {J • Project Address: ::Q5 ()ztJ n (t(flwd 2ca'~, /&!. 3trd&a/l(_//JtueL) Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first 6 PLAN REVIEW CHECKLIST Applicant L1 c. 4fl=fv'OC Building ~ngineered Foundation ~Driveway Permit ~ ~yed Site Plan /'JO f ._../ Septic Permit and Setbacks ([.1-kr Arade/Topography 30% /Attach Residential Plan Review List / JMinimum Application Questionnaire __:::_---s;bdivision Plat Notes ~Fire Department Review ___ ;~v~:ation Determination/Fees ~-Line Plans/Stamps/Sticker ~;ach Conditions ___ // __ Application Signed ........-·t>i;n Reviewer To Sign Application ~el/Schedule No, .t:i..J140# Snow load Letter-Manf_ Hms, ~Soils Report GENERAL NOTES: Date /2.-2-l-=C(I Planning/Zoning ~operty Line Setbacks ~30ft Stream Setbacks ~loodP!ain ~ilding Height ~ning Sign-off MRoad Impact Fees ~A/DRC Approval ~~de/Topography 40% MPlanning Issues ~division Plat Notes MSN Hotmail -Message Page 1 of2 MSN Home I My MSN I Hotmail I Shopping I Money I Peop le & Chat Today I Mail I Calendar I Contacts I ari annalightfoot@hotmai l.com ~ Reply 1 ~ Reply All I LO Forward I X Delete I ~ Junk I 8 Put in Folder "" I ~ Print View I l[j Save Address From : Sent: To: cc : Subject : Noel Richardson < noelrichardson@gmail.com > Monday, November 6, 2006 10 :32 AM ariannalightfoot@hotmall.com mmohrlang@coloradoheritage .com Fwd: Fw: Para chute Home Information ..0. I '0' I X I tEl Inbox JD'O 'Va.Y 0 ~ Annie Lightfoot, /r._~ JlP~ The architectural committee hereby grants approval for your planned new home on Lot # 9 in Monument Ridge Subd ivision in Battle Mesa, Garfie ld County, Colorado with the following exception.The Committee accepts the changes listed below with the exception of # 3 regarding vinyl or aluminum sidi ng . Masonite or concrete siding wiJJ be accepted. One other change made to the rendering you submitted involving the garage doo rs is also accepted . Any other change s made to the original architectura l rendering that wa s submitted to the architectural committee mu st be approved .If you have any question s you may contact me at 970 -923 -2220. Noel Richardson ----------Forwarded message ---------- From: Karen Jones, Broker Associate <kjon es rea les tate@ qwest.n et > Date: Oct 24, 2006 11 :58 AM Subject : Fw : Parachute Home Information To : noelrichard so n@g mail.co m -----Original Message ----- From: Ka ren Jon es, Broker Associa te To: noe lrlchard so n@g.net Sent: Saturday, October 2 1, 2006 4:37PM Subject: Parachute Home Information Hi Noel, After speaking with the Lightfoot's here are the differences from the plan; 1. 30 Year Archt. shingle 2. Cedar shake in dormers 3. 8" -10" high grade vinyl siding 4. Stacked cultured stone on pilars Q: What city has the hottest job market in America? ~ Denver it Phoenix trl Minneapolis - l Boston ~~wit.fr}L~ And sec how your city stacks up. mon~ter-· http://by1 04fd.bay1 04.hotmail.ms n.com/cgi-bin/getmsg?msg=E 8625B45-6E3 1-4 7EF-AB8... 1116/2 006 MSN Hotmail -Message 5. · French doors onto side deck area 6. No rock chimney, gas fireplace Thank you for all your help and input. Sincerely, Karen Jones, Broker Associate Colorado Heritage Real Estate Company 970-379-1353 Cell-970-285-9700 Office www.ColoradoHerltage.com ~I ~I L O .a. I '0' I X I iC'J In box Get the l at est updat es from MSN MSN Home I My MSN I Hotm ail 1 Sea r ch I Sho p ping I Money I People & Chat © 2006 Microso ft TERMS OF USE Advertise TRUSTe Approved Privacy Statement GetNetWise Anti-Spam Policy Page 2 of2 http://byl 04fd .bay 1 04.hotmail.msn.com/cg i-bin/g etmsg?m sg=E862 5B45-6E 3 1-47E F-AB8... 11 /6/2006 744271 03/10/2008 01:21:56 PM Page 1 of 2 Jean Alberico, Garfield County, Colorado Rec Fee: $11.00 Doc Fee: $55.00 eRecorded WARRANT¥ DEED THIS DEED, m;;~de this 6th day of March. 2008, between William B. Lightfoot and Arianna A.J. Lightfoot of the s<~id County of and State ofColorn<lo, Grantor, and Duvid N . .lamsen and LisaK. Jamsen whoso.:' leg;;~ I address is: 58 Green Mcs11 Place, Pantchutc CO 81635 of the said County ofGarfleltl and State ofColoradu, grantee: WITNESS, tholl the grantor, lOr and in consideration of the sum of ( $550,000.00 ) J.'ivc Hundn.'<l Firty Thousnnd dollurs anti Zero cents, the receipt and sufficiency of which is hereby acknowledged. hDs gr-.mted, bnrgained. sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm, unto the grantees, their heirs and assigns forever, not in tenancy in common but in joint tenancy, all the real prope11y, together with improvements, if any, situate. lying and being in the County of Garfield omd Stale ofColorndo described as follows: Lot9 Monument Ridge Subdivision According to the Plat recorded August 2, 2005 as Reception No. 679333 County of Garfield State of Colorado also kno\\'U by str·cct and number as: 0025 Monument Ridge noatl, Parachute, CO 81635 TOGETHER with nil and singular the hereditnmcnts and appurtenances !hereto belonging, or in anywise appertaining. and th~.: reversion and reversions, remainder and remainders, rents, issues and profits thereof, and all th~ estate, right, title, interest, claim and demand whatsoever of the grantor, either in law or eqtlity, of, in and to lhc above bargained premise~. \vilh the hereditaments and appurtenances. TO HAVE AND TO HOLD the said premises above b01rgained and described, with the appurtenances, lllliO the grantee. his heirs ;md assigns forever. And the grantor, for himself, his heirs. and personnl representatives, does covenant, grant, bargain, and agrc.: lo and with the granlee. his heirs and assil::nS, that at !he lime of the enseali11g and delivery of these presents, he is well seized of the prt!miscs abovt: conveyed, has good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and has good 1·ight. full power and lawful authority to gmnt, bargain, sell and convey the same in manner and form as aforesaid, and that the same are th~e und clear from all fonner and other grants, bargains, sales, liens, taxes, assessments, encumbrances und restrictions of whatever kind or soc\·er. except those mailers set forth in Exhibil "A" altached hereto and made a part hereot: grantor shall and will WARRANT AND FOREVER DEFEND the above-bargained premises in the quie1 and peaceable ~sscssion of the grantee, his heirs and assigns, Ltgainsl nil tllld every person or persons Jnwfully claiming the whole or LillY pan thereof The singular number shLtll include the plural, the plural the singular,pnd the use of any gender shall be npplicable to all genders. rN ~ ~E~~~('d!r~t\ has executed this deed onlhc date set forth Libov.:. \}..) }-{'~ his Atlorncy in Filet STATE OF Colorado COUNTY OF Mt?Ot:L- ) ) ss. ) The foregoing inslnLment was acknowledged before me lhis ~day of ....y')j C...f"( h , ~yWi"fliiim B: Lightfoot by Bonnie K. Lightfoot as his attorney in fact and Arianna A.J. Lightfoot · ·· My commission expires: _10~ 'i_-:_iQ__. S•~wat·t Tilk ol"l'uluradn.ln~. Ortlcr Number: I 1121 No. '121 A· WarrJnl)' ()c>cl-Tu Join I T~tJanL~ ~~l'ag~lnfl &-/.;.~ 744271 03/10/2008 01:21:56 PM Page 2 of 2 Jean Alberico, Garfield County, Colorado Rec Fee: $11.00 Doc Fee: $55.00 eRecorded WARRANTY DEED THIS DEED, made this 6th day of March, 2008, between William B. Lightfoot and Arianna A.J. Lightfoot of the said County of and State of Colorado, Grantor, and David N. Jamsen and LisaK. Jamsen whose legal address is: 58 Green Mesa Place. Parachute CO 81635 of the said County of Garfield and Stale of Colorado, grantee: WITNESS, thar the grantor, for and in consideration of the sum of ( $550,000.00) Five Hundred Fifty Thousand dollars and Zero ('ents, the receipt and ~ufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, an_d by these presents does grant. bargain, sell, convey and confirm. unto the grantees, their heirs and assigns forever, not in tenancy in common but in joint tenancy, all the real property, together with improvements, if any, situate, lying and being in the County of Garfield and State of Colorado described as follows: Lot9 Monument Ridge SubdMsioo According to the Plat recorded August 2, 2005 as Reception No. 679333 County of Garfield State of Colorado also known by street and number as: 0025 Monument Ridge Road, Parachute, CO 81635 TOGETHER wilh all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the grantee, his heirs and assigns forever. And the grantor, for himself, his heirs, and personal representatives, does covenant, grant, bargain, and agree to and with the grantee, his heirs and assigns, that at the time of the ensealing and delivery of these presents, he is well seized of the premises above conveyed, has good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and has good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form as afor~said, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of whatever kiod or nature soever, except those matters set forth in Exhibit" A'' attached hereto and made a part hereof. The grantor shall and will WARRANT AND FOREVER DEFEND the above-bargained premises in the quiet and peaceable possession of the grantee, his heirs and assigns, against all and every person or persons lawfully claiming the whole or any part the reo[ The singular nwnber shall include the plural, the plural the singyHr, and the use of aoy gender shall be applicable to all genders. IN WITNESS WHEREOF, the grantor has executed this d~ oJ. the date set fofth a~ /, /I,;-;--.. as his Attorney in Fact STATE OF Colorado COUNTYOF ,4l>~:S ) ss. ) The foregoing instrument was acknowledged before me th~ ~ ""'-day of ma.. r~ , dkXJ8 by William B. Lightfoot by Bonnie K. Lightfoot as his attorney in fact and Arianna A.J. Lightfoot Mycommissionexpires: 'l.J-t....'~-vo. ~ Stewan Title o(C'olorado, Inc. Ordtt Numba: 11122 No. 921A. WamntyDeed-To Joint Tenants Witness my hand and official seal. t.}t~-.--~~ Page 1 ofl COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at OW5 ~ ~~ Permit No. /V:Z&S I have this day inspected this structure and these premises and found the following corrections needed: Xab~ ~ -::to~~ ·~~ ~. r~~-~.~':J~ )( -!::::;:o _,U jh ~ .~ . .,_f /Pj ~ -Old-X3o 0~ ~~~~~ rVf U. ~ ~ ~ jS1"111 & -lJI<f ~ :f/3 /.T!r cJ!!1 You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. ~~ -D 7 20 __ ~-Date _5--?V ~ Building Inspector • y;j}o~~~~ c}di&n-~ COUNTY OF GARfiELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 00(}. '2: /?~e,o ~~ Permit No. /o:2ZS"" I have this day inspected this structure and these premises and found the following corrections needed: ~aU~~,~~ ~J~~d~~ o/(!£ ~ You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date F/ . ~ Building Inspector J~ Phone (970) 945-8212 No. /Q82)S ;:;>~7-.JQd-~-C09 Assesoo"• p., .. , No._ =tjz Date I 6 Lot Cf mon u. fY1 P Y-lnv Job Ad ~dJ?c, .. hu:b s~ Owner ( j q,h±ra-ci1 \Jf\)J·o,~~(truAY'f.(ddresslc:t) t)t-SeWNx;f \t.lll't Contractor c=--x >:.:)OeL Address c:s~ hone #~$~I :X&S Phone #6$b '1763 SE!t,P~ks: Front ~17 ~ear RH LH Zoning • • rfr 5!1-Dn °· ~-W;_~C?J.eCfitsPecnoNs 0(10-'3 "1/_.--zA- Soils Test j/J Weatherproofing ___________ _ Footing I -I 2 -o""' ~ Mechanical _____ -=--,.,..,.c-=--:r~'r-t-f---- Foundation J-~~-o z ~ Electrical Rough (State) +"""~'7--:!>rnr,,-t----- Grout Electrical Final tate) --t> Underground Plumbing Final · -!, -/Chec:k:=-;1';-::is~t ~C:=o~m_p~le::t~ed-:?;-_ --t;_::z:;;'ii\'"- Rough Plumbing .s--30 -r.; 7 ~ Certificate Occupjncy #~FZ/%d _ Framing U -2._-D 7 ~ Date ~ --zr-'1,116_jC Insulation (p -5"--o? J9rtL-kk<h t64~ Septic System #Y~ ' Roofing ' Date /~7 . -It Drywall f·-rq--o7&r?11 FinaiBy~ /~ 11-&MiJi._ Gas Piping 5-2o-o J ~"V\. Other ?f ~z._7- NOTES (continue on back) ~J~s-'6~ t -l.f--a7 c__h#355j Ul~ ~d GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Colorado! 81601 Phone {970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT I Permit 4267 Assessor's Parcel No. This does not constitute a building or use permit. PROPERTY . Wi lft'ctm <YArtaMq /Jru {., c.;o-Cj7D3 ~, ... ,~(, c;¥J£'-i; •.•. ,. '"'-w .. ~-~ v '"'"W%"' System Location 0C)cr::r rn _.L /21~--p (d Legal Description of Assessor's Parcel No. a y D 7-.Qc--g-ao-rr:::t>9 SYSTEM DESIGN _____ Septic Tank Capacity (gallon) ______ ,Other ______ Percolation Rate (minutes/inch) Number of Bedrooms (or ~ther) _____ _ Required Absorption Area· See Attached Special Setback ReQuirements: Date Inspector------------------------------ FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection {24 hours notice) Before Covering Installation System Installer·------------------------------------------- Septic Tank CapacitY----------------------,,.---'--/1--:--------------- Septic Tank Manufacturer or Trade Name -----------t-'\---_JI-'1'ri"'-'<-=--------------- Septic Tank Access within 8" of surface -----------'1;-:\1-'j-'.--'------------------ Absorption Area--------------------=----------------------- Absorption Area Type and/or Manufacturer or Trade Name ----------------------------- Adequate compliance with County and State regulations/requirements Other t , Date (L /v ' Inspector &f ~W) ~II &;X /! [. AT CONSTRUCTION SITE -:tf ~32-L 1 RETAIN WITH RECEIPT R *CQl'IDITIONS: 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. Con- nection 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 I, Petty Offense ($500.00 fine-6 months in jail or both). White· APPLICANT Yellow-DEPARTMENT Parcel Detail Page I of 3 Garfield County Assessor/Treasurer Parcel Detail Information Assessort'IreASllferPropertY Search I Assessor Subset Ouenr I Assessor Sales __ S_eM£h Clerk &.ReconieLReceptionSearcb Basic 13uilc!ing.Characteristics I IaxJnform<Jtion Parcel Detail I Value Detail I Sales Detail I Residential/Commercial improvement Detail Land Detail I Photographs I TaxArea I[ Account Number ]I Parcel Number II Mill Levy I I 021 II R042709 ]I 240720226009 II 36.746 I Owner Name and Mailing Address !LIGHTFOOT, WILLIAM B & ARIANNA A J I 1123 ROSEWOOD WAY I !PARACHUTE, CO 81635 I Legal Description lsECT,TWN,RNG:20-7-95 SUB:MONUMENT I !RIDGE SUB-DIY LOT:9 PRE:R008688 I IANDffHRU:A TO:R008689 BK:0552 IPG:0092 BK:0464 PG:0585 BK:0336 IPG:0272 BK:1861 PG:516 RECPT:710706 IBK: 1781 PG:6 RECPT:694232 BK: 1777 IPG:45 RECPT:693413 BK: 1777 PG:33 IRECPT:693407 BK: 1753 PG:674 IRECPT:688073 BK: 1753 PG:672 IRECPT:688072 BK: 1714 PG:360 IRECPT:679636 BK:1712 PG:903 IRECPT:679338 BK: 1712 PG:873 IRECPT:679337 BK:1712 PG:872 IRECPT:679336 BK: 1712 PG:849 IRECPT:679335 BK:1426 PG:132 IRECPT:618487 BK:1426 PG:128 I htt ..... • I In •u >n, r.-nvnr.o,.-.t ,.-,,.-,.....-./...,coco a."'"' ,-..,./...,..-,.,.,..a.J "ro ..... 0Dn-rna.ll\ T,. .....-. hr..•·-'1 A ()'7 '1 ()"') ") t;;()()() 1 '1/'1?. /'1 {\(\?:_ Parcel Detail Page 2 of 3 IRECPT:618486 BK:1415 PG:533 IRECPT:616317 BK:1369 PG:l03 IRECPT:606907 BK: 1363 PG:284 IRECPT:605346 BK:1213 PG:17 IRECPT:570989 BK: 1213 PG: 16 IRECPT:570988 BK: 1213 PG: 15 I IRECPT:270987 BK:0842 PG:0703 I IBK:0834 PG:0445 BK:0834 PG:0434 I IBK:0744 PG:051 0 BK:0672 PG:0007 I Location Physical Address: 1125 MONUMENT RIDGE RD PARACHUTE! Subdivision: IIMONUMENT RIDGE SUB-DIY I Land Acres: I 6.355 Land Sq Ft: I 0 Section II Township II Range I 20 II 7 II 95 I Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 22011 601 I Improvements: II Ojj Oj I Total: II 22oll 601 Sale Date: ]110127 /2006 Sale Price: ]1145,000 Basic Building Characteristics Number of Residential lo I Buildings: Number of Commllnd lo I Buildings: No Building Records Found Tax Information htt-n•//,un>n> ,..,...,,.,.,-....,,..,.t r>nm /'lC'COO.COe>r.r/..-.n>•r>e> 1 n<'....._'JDn-r"'""' ll\.T,.,.......'h.a.-r-'1 A ()"7'11Y1'1t::f'l()(\ 1 ~ VlL /'1{\fl£:. Parcel Detail Tax Year /1 Transaction Type II Amount I 2005 II Tax Payment: Whole II ($10.68)1 2005 II Tax Amount II $10.681 Top of Page Assessori>atabase Sem:ch Options I Treasurer .I>.illabase Se_arch Option~ Clerk&.Record~ri>.atabaseSe.ilrchOptions GarfielciCoumy Home P<tge Page 3 of 3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by GoQdTt!fflS_Softw<!re. httn•//nl\11\11 rT':lrr>r.'lr>t r>r.rr. /r,c-c-a.c-C'r...>·l..-.n.>•roo.1 n<•.-.. <JD,. •. ,......,. llrr..T .. ~l-~··-...., J1 f\'7'1fV,'"IL f\f'\1\ 1,..... ,,., F ,,.,n.r.r December 12, 2006 Ms. Arianna Lightfoot 123 Rosewood Way Parachute, CO 81635 Subject: Soils and Foundation Investigation Lightfoot Residence Lot 9, Monument Ridge Garfield County, Colorado Project No. GS04906-120 9 ~r CTL I THOMPSON This report presents the results of our soils and foundation investigation for the Lightfoot Residence proposed on Lot 9, Monument Ridge in Garfield County, Colorado. We conducted this investigation to evaluate subsurface conditions at the site and provide foundation recommendations for the proposed residence. Our report was prepared from data developed during observation of subsurface conditions exposed in exploratory pits excavated at the site, engineering analysis and our experience with similar conditions. This report includes a description of the subsurface conditions observed in exploratory pits, recommendations and design criteria for the foundation and floor systems, and geotechnical and construction criteria for details influenced by the subsoils. Recommendations contained in this report were developed based on our understanding of the planned construction. If plans differ significantly from the descriptions contained in the report, we should be informed so that we can check that our recommendations and design criteria are appropriate. Site Conditions Lot 9 is northeast of the County Road 300 and Monument Ridge Road intersection. Access to the lot will be from Monument Ridge Road. The building footprint will be near the center of the lot. Grades at the lot are relatively flat and vegetation is a sparse cover of native ground flora. Proposed Construction We did not have building plans to prepare this report. We understand that the Lightfoot Residence will be a two-story, wood-frame building with an attached 234 Center Drive I Glenwood Springs, Colorado 81601 Telephone: 970-945-2809 Fax: 970-945-7411 garage. No basement will be constructed. A crawl space will be below the main floor living area. The garage floor will be a slab-on-grade. Maximum foundation excavation depths will likely be about 5 feet. Completed wall backfill depth may be slightly more than excavation depth as final grades are adjusted for drainage. Foundation loads are expected to vary between 1,000 and 3,000 pounds per lineal foot of foundation wall with maximum interior column loads of 30 kips. If construction will differ significantly from the descriptions above, we should be informed so that we can adjust our recommendations and design criteria, if necessary. Subsurface Conditions We observed subsurface conditions exposed in two exploratory pits (TP-1 and TP-2) excavated at the site. The approximate locations of our exploratory pits are shown on Figure 1. Subsurface conditions observed in the pits were logged by our laboratory/field manager who obtained samples of the excavated soils. Graphic logs of the soils observed in the exploratory pits are shown on Figure 2. Subsurface conditions observed in our exploratory pits consisted of about 12 inches of sandy clay "topsoil" underlain by silty sand with gravel and scattered cobbles to the total explored depth of 11 feet below existing ground surface. Free ground water was not observed in the exploratory pits at the time of excavation. A sample of the natural soil selected for gradation analysis contained 41 percent gravel, 26 percent sand, and 33 percent silt and clay size particles (passing the No. 200 sieve). Two samples of the soils were subjected to one dimensional consolidation tests. The samples were flooded while subjected to a 1 ,000 psf load. Both samples showed consolidation potential. Laboratory test results are shown on Figures 3 through 5. Site Earthwork Excavations We anticipate excavations for the building foundation and utilities can be accomplished using conventional, heavy-duty excavation equipment. Excavation sides will need to be sloped or braced to meet local, state and federal safety regulations. We believe the natural sands will classify as a Type C soil based on OSHA standards governing excavations. Temporary slopes deeper than 5 feet should be no steeper than 1.5 to 1 (horizontal to vertical) in Type C soils. Contractors should identify the soils encountered in the excavations and refer to OSHA standards to determine appropriate slopes. Soils removed from the excavation should not be stockpiled at the edge of the excavation. Excavated soils should be placed at a distance from the top of the excavation equal to at least the depth of the excavation. MS. ARIANNA LIGHTFOOT LIGHTFOOT RESIDENCE PROJECT NO. GS04906 145 S:\GS04906.000\120\l. Letters\GS04906 120 L 1.doc 2 T Fill and Backfill Grading plans were not provided to us. We are providing criteria for footings supported on structural fill (see Foundation section). Fill may be required to obtain subgrade elevations for parts of the driveway. Areas which will receive fill should be stripped of vegetation, organic soils and debris. The on-site soils free of organic matter, debris and rocks larger than 3 inches in diameter can be used as structural fill below footings or as fill to achieve subgrade for exterior flatwork or the driveway. Fill should be placed in loose lifts of 10 inches thick or less and moisture conditioned to within 2 percent of optimum moisture content. Fill placed outside the building footprint should be compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. Structural fill below footings or exterior flatwork should be compacted to at least 98 percent of ASTM D 698 maximum dry density. Moisture content and density of fill and structural fill should be checked by a representative of our firm during placement. Backfill placed adjacent to foundation wall exteriors should be free of organic matter, debris and rocks larger than 3 inches in diameter. Backfill should be moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. Free ground water was not observed in the exploratory pits during our site visit. We do not anticipate excavations for foundations or utilities will penetrate ground water, however, excavations should be sloped to a gravity discharge or to a temporary sump where water can be removed by pumping. The ground surrounding the excavations should be sloped as much as practical to direct runoff away from the excavations. Foundation Our exploratory pits indicate that natural silty sands are present at anticipated foundation elevations for the Lightfoot Residence. These soils are slightly moist to dry and are susceptible to collapse and consolidation when wetted. Some increase in moisture should be assumed after the residence is completed and the yard is landscaped. We recommend constructing the residence on footing foundations. The footings can be supported by either a minimum 3 feet of densely compacted structural fill (see Figure 6) or on the native soils in the in-situ state. The placement of densely compacted structural fill below footing will reduce the risk of footing settlement and the potential for differential settlement of the building foundation. Our representative should be called to observe and check the placement of structural fill. We should also observe the completed foundation excavation prior to placing forms, to confirm that the soil exposed is suitable for support of the designed footings. Recommended design and construction criteria for footings are presented below. MS. ARIANNA LIGHTFOOT LIGHTFOOT RESIDENCE PROJECT NO. GS04906 145 S:\GS04906.000\120\J. Letters\GS04906 120 L 1.doc 3 7 1. Footing foundations should be supported by structural fill or the undisturbed, natural soils. Soils loosened during excavation or the forming process for the footings should be removed or the soils can be re-compacted prior to placing concrete. 2. Footings supported by structural fill or the natural soils can be designed for a maximum allowable soil pressure of 3,000 psf. 3. Continuous wall footings should have a minimum width of at least 16 inches. Foundations for isolated columns should have minimum dimensions of 24 inches by 24 inches. Larger sizes may be required, depending upon foundation loads. 4. Grade beams and foundation walls should be well reinforced, top and bottom, to span undisclosed loose or soft soil pockets. We recommend reinforcement sufficient to span an unsupported distance of at least 12 feet. Reinforcement should be designed by a qualified structural engineer. 5. The soils beneath exterior footings should be protected from freezing. We recommend the bottom of footings be constructed at a depth of at least 36 inches below finished exterior grades for soil frost protection. Floor System and Slabs-On-Grade We understand the main level living area will be constructed with a crawl space below the floor. From a geotechnical perspective structural floors are very positive. We understand that the garage floor is planned as a slab-on-grade. Based on our experience, we judge slab-on-grade construction can be supported by the undisturbed, natural soils with a low to moderate risk of differential movement and associated damage. The potential for slab-on-grade settlement can be reduced by the placement of at least 12 inches of structural fill below the slab. Structural fill placed to attain subgrade elevations for exterior concrete flatwork should be in accordance with the recommendations outlined in the Fill and Backfill section. We recommend the following precautions for slab-on-grade construction at this site. 1. Slabs should be separated from exterior walls and interior bearing members with slip joints which allow free vertical movement of the slabs. 2. Underslab plumbing should be pressure tested for leaks before the slabs are constructed. Plumbing and utilities which pass through MS. ARIANNA LIGHTFOOT LIGHTFOOT RESIDENCE PROJECT NO. G$04906 145 S:\GS04906.000\120\3. Letters\GS04906120 l1.doc 4 1f slabs should be isolated from the slabs with sleeves and provided with flexible couplings to slab supported appliances. 3. Exterior patio and porch slabs should be isolated from the residence. These slabs should be well-reinforced to function as independent units. 4. Frequent control joints should be provided, in accordance with American Concrete Institute (ACI) recommendations, to reduce problems associated with shrinkage and curling. Below-Grade Construction Foundation walls which extend below-grade should be designed for lateral earth pressures where backfill is not present to about the same extent on both sides of the wall. Many factors affect the values of the design lateral earth pressure. These factors include, but are not limited to, the type, compaction, slope and drainage of the backfill, and the rigidity of the wall against rotation and deflection. For a very rigid wall where negligible or very little deflection will occur, an "at-rest" lateral earth pressure should be used in design. For walls which can deflect or rotate 0.5 to 1 percent of wall height (depending upon the backfill types), lower "active" lateral earth pressures are appropriate. Our experience indicates typical foundation walls can deflect or rotate slightly under normal design loads, and that this deflection results in satisfactory wall performance. Thus, the earth pressures on the walls will likely be between the "active" and "at-rest" conditions. If the on-site soils are used as backfill, we recommend design of below- grade walls using an equivalent fluid density of at least 50 pcf for this site. This equivalent density does not include allowances for sloping backfill, surcharges or hydrostatic pressures. The recommended equivalent density assumes deflection; some minor cracking of walls may occur. If very little wall deflection is desired, a higher equivalent fluid density may be appropriate for design. Our recent experience indicates most below-grade walls designed with 45 pcf to 55 pcf equivalent fluid density have performed satisfactorily. Backfill should be placed in accordance with recommendations in the Fill and Backfill section. Water from rain, snow melt and surface irrigation of lawns and landscaping frequently flows through relatively permeable backfill placed adjacent to a residence and collects on the surface of relatively impermeable soils occurring at the bottom of the excavation. This can cause wet or moist conditions in below- grade areas after construction. To reduce the likelihood water pressure will develop outside foundation walls and reduce risk of accumulation of water in the crawl space, we recommend provision of a foundation drain. The drain should consist of a 4-inch diameter, slotted pipe encased in free draining gravel. The drain should lead to a positive gravity outfall, or to a sump pit where water can be removed by pumping. A typical foundation drain detail is presented on Figure 7. In addition, adequate crawl space ventilation should be provided. MS. ARIANNA LIGHTFOOT LIGHTFOOT RESIDENCE PROJECT NO. GS04906 145 S;IGS04906.000\12013. Letters\GS04906 120 L 1.doc 5 T Surface Drainage Surface drainage is critical to the performance of foundations, floor slabs and concrete flatwork. We recommend the following precautions be observed during construction and maintained at all times after the residence is completed: 1. The ground surface surrounding the exterior of the residence should be sloped to drain away from the residence in all directions. We recommend providing a slope of at least 12 inches in the first 10 feet around the residence, where possible. In no case should the slope be less than 6 inches in the first 5 feet. 2. Backfill around the exterior of foundation walls should be placed in maximum 10 inch thick loose lifts, moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. 3. The residence should be provided with roof gutters and downspouts. Roof downspouts and drains should discharge well beyond the limits of all backfill. Splash blocks and downspout extensions should be provided at all discharge points. 4. Landscaping should be carefully designed to minimize irrigation. Plants used near foundation walls should be limited to those with low moisture requirements; irrigated grass should not be located within 5 feet of the foundation. Sprinklers should not discharge within 5 feet of the foundation and should be directed away from the building. 5. Impervious plastic membranes should not be used to cover the ground surface immediately surrounding the residence. These membranes tend to trap moisture and prevent normal evaporation from occurring. Geotextile fabrics can be used to control weed growth and allow some evaporation to occur. Limitations The exploratory pits provide a reasonably accurate picture of subsurface conditions. Variations in the subsurface conditions not indicated by the pits will occur. Our representative should be called to observe and check fill placement and to observe the completed foundation excavation to confirm the soil exposed is suitable for support of the footings as designed. This investigation was conducted in a manner consistent with that level of care and skill ordinarily exercised by geotechnical engineers currently practicing under similar conditions in the locality of this project. No warranty, express or implied, is made. If we can be of further service in discussing the contents of this MS. ARIANNA LIGHTFOOT LIGHTFOOT RESIDENCE PROJECT NO. GS04906 145 S:IGS04906.0001120\J. Letters\GS04906 120 L 1.doc 6 1f report or in the analysis of the influence of the subsoil conditions on the design of the structure, please call. Very Truly Yours CTL I THOMPSON, INC. ·' .~ . ~-' . . I"IVIlfl ~ager r · ·. · ··o '.; .· 'c ·~·.:-, ... • .... IJ-• ,, I/ , . ;,-~ ~-, : , , . . cd ~~ ~~ ' ··· · ~-~' . .l (5 copies sent)'\;.~·~·-, / ~ . .-· '~ '<,' .. ' .. ,. . \ '·tJ.: t)'(l .. ' •. \ .• ..-,.,_,.•/r ),'(l.\ \· . . h, ... J ' MS. ARIANNA LIGHTFOOT LIG HTFOOT RE SIDE NCE PROJECT NO. GS04906 145 S:IGS04906 .00011 2013. Lclters\GS04906 120 L 1.doc 7 , ---il---- SCALE: 1'= 1 00' :NT 20918 Ms. Arlanna Ughtloot ...,.._,-..,., l.ot 9, Monlnl&l'lt Ridge LOT 5 7.447 AC. ± Project No. GS04906-120 FENCE _) LOT 9 6.355 AC. ± WELL FOR LOTS 9 AND 10, PERMIT_ • NO. 57703F FENCE TP-2 • TP-1 ~~ COUNTY ROAD 300 LEGEND: § IZI ~ F TP-1 0 .... 5 OD OD ..... c: .s::. .... Q. OD c 10 15 Sandy cloy "topsoil", organics, moist, brown. Sand, silty, gravel, cobbles, occasional boulders, medium dense to dense, slightly moist to dry, light tan, white. (SM-GM) Indicates hand drive sample. Indicates bulk sample. TP-2 0 ~ 5 0 OD "'C ..... . ::J" :I ..., OD 10 OD ..... 15 NOTES: 1. Exploratory pits were excavated with a backhoe on December 6, 2006. Pits were backfilled immediately after excavation operations were completed. 2. No free ground water was observed in the exploratory pits at the time of excavation. 3. Locations of exploratory pits are approximate. 4. These exploratory pits are subject to the explanations, limitations and conclusions as contained in this report. SUMMARY LOGS OF EXPLORATORY PITS Project No. GS04906-145 9mF Fig. 2 z 0 iii z < 0.. tij ;!. z 0 iii Ul w a:: 0.. ::;; 0 u w . . 7r---------------~--------------------------------------, 6 • ----------- 5 4 • - -------------·--------·----------------- 3 ·----·--- 2 1 ·---- 0 1---=:::::::::: '----'~---,-----:llo61l-_i_ONAlcoiv1~PR-ESS-ION_U_N_D_ER--;-----. • • . • /!coNSTANT PR~SS~RE DUE TO WETIING -2 1-' . 0 . . . . . . -31 ~~~--~~-~-- 41------~~-~---~-~--· -5 I -------------__ , ____ , ______ ,_,_. _____________ · _____ ;_ __ :_ ___ _ -61---~~- -7 1------------·-----· ----~~.~-------------·----·----,--------·j ___ _ -8~--------------~~------------------------------------~--~ 0.1 Sample of SAND, SILTY (SM) From TP-1 AT 3 FEET PROJECT NO. GS04906-120 1.0 10 APPLIED PRESSURE -KSF NATURAL DRY UNIT WEIGHT= NATURAL MOISTURE CONTENT= 100 71 PCF 10.1 % Swell Consolidation Test Results FIG. 3 z 0 iii z <( a. >< w ~ 0 z 0 iii Ill w 0::: a. :;; 0 (.) • 7~--------------------------------------------------------------~ 6 5 ·---- 4 3 • ----------------------- 2. ·--··---- 1•--~· 01 --- ADDITIONAL COMPRESSION UNDER ·------·- ..------!CONSTANT PRESSURE DUE TO WETIING -21 ·------~----~~~~~------------~-' i ! -3 I I ,--+--o--,-~--------,----- , I -4 I . o-;:-------------t---,----t--'-'--'--'----------+-~~--~- -51----------~--~~ ~I \ i--'-----1 ---··------- -7•------~--------'------~ -r-~---~~~~-_ ------?-_____ !J_~~~-_____ ---:---_ -BL-------------------------------------------------~~~ 0.1 Sample of SAND, SILTY (SM) From TP-2 AT 4 FEET ----------- PROJECT NO. GS04906-120 1.0 10 APPLIED PRESSURE -KSF NATURAL DRY UNIT WEIGHT= NATURAL MOISTURE CONTENT= 100 70 PCF 1U.9 % Swell Consolidation Test Results FIG. 4 - HYDROMETER ANALYSIS SIEVE ANALYSIS 25HR ?HR TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS 45 MIN. 15 MIN 60 MIN. 19 MIN_ 4 MIN. 1 MIN. '200 '100 '50 '40 '30 '16 '10 '8 '4 3/8" 314" 1'!." 3" 5"6" 8" 100 ----0 10 20 30 0 w z 40 ~ w " ------" z so w u " w • '" ~-= === :::=t=c~ ~~·--'--~ . ---= ~ 20 --------~------·--------------------------------------------------80 t= · == ~---~-~~-=-= ~~~ ~ -=~--------~c--=----=_::_:::__::::::_ ~.c 10 00 ------~----·-------------·----~.:c ~---~.:::=:::::---. ~~ ------- 0 ---1M .001 0.002 .005 .009 .019 .037 .074 .149 .297 .590 1.19 2.0 2.38 4.76 9.52 19.1 36.1 76.2 127 200 0.42 152 DIAMETER OF PARTICLE IN MILLIMETERS SANDS COBBLES GRAVEL COARSE FINE CLAY (PLASTIC) TO SILT (NON-PLASTIC) FINE MEDIUM COARSE Sample of GRAVEL, CLAYEY, SILTY (GC-GM) From TP-1 AT 10-11 FEET GRAVEL 41 % SAND SILT & CLAY 33 % LIQUID LIMIT 26% -% PLASTICITY INDEX -----% HYDROMETER ANALYSIS SIEVE ANALYSIS 25 HR. 7 HR. TIME-READINGS U.S. STANDARD SERIES CLEAR SOUAR.EbPENINGS 45MIN. 15MIN. 60MIN.19MIN. 4MIN. 1MIN. •200 '100 •so '40 "30 '16 '10 ·a '4 3/8" 3/4" 1%" 3" 5"6" 8" 90 --~:0 ~f"C -~--·~ 80 20 --·~ ~~~~ -1= 0 70 ---El30 0 w ~ ~ 60 , rJ 50 ~ E 40 30 1---- __ , __ _ -- ~-=I== -- ____ , ___ _ I=·~ E -- =I ~-·-· z 40 ~ w " ~ so w u " w • 80 70 ::::at~l~~~IJ:I=•;;j~••~•: .. 11100 80 90 .001 0.002 .005 .009 .019 .037 .074 .149 .297 .590 1.19 2.0 2.38 4.76 9.52 19.1 36.1 76.2 127 200 0.42 152 CLAY (PLASTIC) TO SILT {NON-PlASTIC) Sample of From PROJECT NO. GS04906-120 DIAMETER OF PARTICLE IN MILLIMETERS SANDS FINE MEDIUM GRAVEL COARSE FINE COARSE COBBLES GRAVEL % SAND % SILT&CLAY % LIQUIDLIMIT % PLASTICITY INDEX-% Gradation Test Results FIG. 5 8 p ~ ;-· ~- 1 / P. I I ! 1--1 B I I ---------I \I' ~ 0--+-r-STRUCTURAL FILL~ t i t.t t t t ttl t \I ~ B+D STRIP FOOTING p P,=-- 8 SQUARE COLUMN FOOTING p P,=-· 82 p p_-,__ B+D p p2 (B+D) 2 D (MIN. 3 f Distribution of Pressure Below Footings Project No. GS04906-120 , Fig. 6 NOTE: DRAIN SHOULD BE AT LEAST 2 INCHES BELOW BOTIOM OF FOOTING AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVI1Y OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING SLOPE PER REPORT 9r SLOPE I~ BELOW GRADE WALL ~ ~:: ::::::::::::~ TO FOUNDATION WALL TO REDUCE r --1,-~ PROVIDE PVC SHEETING GLUED "" :-:-:-:--:''.--:-:-:-MOISTURE PENETRATION. PER OSHA \__BACKFILL~ . (COMPOSITION AND COMPACTION PER REPORT) FILTER r REINFORCED STEEL / PER STRUCTURAL DRAWINGS \__CRAWL SPAC~ ENCASE PIPE IN WASHED CONCRETE AGGREGATE (ASTM C33, NO. 57 OR NO. 57) EXTEND GRAVE TO AT LEAST 1 /2 HEIGHT OF FOOTING. ·. ·77 EiEI t ; ·. ···--: ·· : . · • l 6" Project No. G$04906-120 ~ _-~ . -·:::.t ::::. _._::::: ....... . ~ ""'" """ I 2" MINIMUM I _,g" MINIMUM OR BEYOND 1:1 SLOPE FROM BDTIOM OF FOOTING. (WHICHEVER IS GREATER) 4-INCH DIAMETER PERFORATED DRAIN PIPE. THE PIPE SHOULD BE PLACED IN A TRENCH WITH A SLOPE RANGE BETWEEN 1/8 INCH AND 1/4 INCH DROP PER FOOT OF DRAIN. .? 1 ... j \ BOTIOM OF EXCAVATION PVC DRAIN PIPE NETWORK IMBEDDED IN WASHED CONCRETE AGGREGATE Exterior Foundation Wall Drain Fig. 7 PROJECT NO. GS04906-120 TABLE I SUMMARY OF LABORATORY TEST RESULTS NATURAL A TTERBERG LIMITS GRADATION TESTS PASSING BORING DEPTH NATURAL DRY SWELL• LIQUID PLASTICITY PERCENT PERCENT NO. 200 SOIL CLASSIFICATION ! MOISTURE DENSITY LIMIT INDEX GRAVEL SAND SIEVE (FEET) (%) (PCF) (%) (%) (%) (%) (%) (%) TP-1 3 10.1 71 -1.4 SAND, SILTY (SM TP-1 10-11 8.3 41 26 33 GRAVEL, CLAYEY, SILTY (GC-GM) TP-2 4 10.9 70 -2.4 SAND, SILTY (SM) *Note: Swell due to wetting under an applied load of 1,000 psf. Negative values indicate consolidation. Page 1 of 1 CRONK CONSTRUCTION INCORPORATED • 1129 ·24· Road Grand Junction, CO 81505 970·245·0577, 970·257·7453 (fax) Date: Prepared by: Type of Design: Owner: Property address: Tax schedule No.: Legal Descript.: INDIVIDUAL SEWAGE DISPOSAL SYSTEM DESIGN December I 0, 2006 Thomas A. Cronk, P.E. Cronk Construction Inc. 1129 -24-Road Grand Junction, CO 81505 245-0577 new residence William and Arianna Lightfoot 224 A Eldora Drive Battlement Mesa, CO 8!635 970-285-1225, 970-640-9703 25 Monument Ridge Road, Battlement Mesa, CO 81636 Lot 9, Monument Ridge Subdivision Page 1 of8 1.0 Site History The site consists of approximately 6.355 acres of uncultivated native soil. Drainage is approximately 2"1(, to the west. A percolation tesUsoils evaluation was conducted on the property of reference on 12/07/06 by Tom A. Cronk, registered professional engineer (R.P.E.). A perc excavation trench (excavation A) was located approximately 20 I' northwest of the well serving the property and 160' east of County Road 300. Additional perc holes were located 50' southwest of the trench (excavation B), 30' northwest oft he trench (excavation C), and 50' south of the trench (excavation D). The perc test was intended to provide subsurface design parameters for design of an individual sewage disposal system (ISDS) for residential use. As based on results from this subsurface investigation, the following ISDS design has been prepared. Results from the 12/07/06 perc test/soils evaluation are attached for reference as Appendix A. The locations of the perc test/soils observation excavations are shown on the attached plot plan. 2.0 Development of Design Parameters A perc excavation trench (excavation A) was extended to a depth of 120" below ground surface (BGS). There was no evidence of ground water or high seasonal water table in the open excavation to a depth of 120" BGS. The soils evaluation indicates three distinct soil horizons underlie the site. A lithological description follows: depth (in.) 0" -18" 18"-42" 42"-120" description sandy clay, light-brownish tan; blocky; hard clayey sand, light tan; low density; hard; friable gravel (4mm-50mm) to cobble to boulders in light brown to tan clayey sand matrix As based on the perc test results (Appendix A), a design perc rate of25 min/in. is chosen for overall system sizing. Page2 of8 3.0 System Design A INFILTRATOR absorption trench is proposed for discharge of septic effluent at the site. Construction of the system will consist of excavating level trenches in the area comprising the absorption field. The initial excavation shall be continued to a maximum depth of 48" (see absorption field cross-section). Following completion of the initial push-out, INFILTRATORS will be used to construct a septic effluent distribution system in the open excavations. The INFILTRATOR effluent distribution system will be installed in accordance with the "Infiltrator Technical Manual", available from Infiltrator Systems Inc., 123 Elm Street, Suite 12, Old Saybrook, Connecticut 06475. Adjacent INFILTRATORS shall be fastened with a minimum of four (4) 3/4" x #8 self-tapping sheet metal or bright brass deck screws to prevent movement and separation during backfilling. As shown in the Construction Detail, the bottom of the INFJLTRA TOR seepage trenches will be located a maximum of 48" below ground level. After the INFILTRATORS are installed, the absorption field will be covered with a soil cap. The soil cap will consist of approximately 36" of native soil mounded 5% to promote surface run off away from the absorption field. The installer should confirm the feasibility of gravity discharge of sewage effluent from the structure to the absorption field by field verification of assumed design parameters. Assumed design parameters w1th respect to gravity discharge include: • distance from exit of sewage pipe at foundation line to absorption field-150' or less, • elevation of ground surface at entry to absorption field must be at or below the invert elevation of sewage pipe at exit from foundation line. If field measurements do not confirm these design assumptions, gravity discharge of septic effluent from the proposed structure can not be assured and a lift station may be required. Please contact the design engineer to address any design modifications necessary if these design assumptions are not upheld. The insialler must also confim1 the setbacks from property lines, building envelopes, and existing easements shown in the attached graphics are maintained. Four inch clean outs shall be provided at maximum l 00' intervals in all effluent lines exceeding I 00' in length. Vehicle traffic and parking is to be prevented over the absorption and repair area. Provide minimum schedule 40 PVC under all traffic areas. Additionally, effluent piping in traffic areas with less than 24" of cover shall be encased in 6" CMP or flow fill and covered with minimum 2" high density blue board insulation. Finally, any unknown utility lines, easements, or other adverse conditions disclosed during construction must maintain the reqwred setbacks listed on page 5 of this document. A I ,250 gallon septic tank is required for retention of septic effluent from the proposed four bedroom residence. A non-corrodible Oren co filter (model # FTW0444-36A) shall be installed at the final outlet Tee of the septic tank or in the effluent line between the septic tank and the absorption field to limit the size of solids and sludge passing into the absorption fields. The filter must be accessible for cleaning and replacement from the ground surface. A distribution box is required to provide equal distribution of septic effluent from the septic tank to the absorption field. The distribution box must be placed on stable native soil or compacted structural fill to Page 3 of8 prevent settling and assure equal distribution of septic effluent. As discussed above, INFILTRATOR absorption trenches are proposed to discharge septic effluent to the underlying sub-soils. As shown in the attached graphics, the absorption trenches will consist of three (3) trenches 3' wide x 4' max. deep x 100' long with twenty five (25) QUJCK4 INFILTRATOR (or equivalent) units each for a total of seventy five (75) units. The absorption field will encompass a gross area of 900 square feet with an effective area (19.74 sq. ft. allowed area/INFILTRATOR) of 1,480.50 sq. ft. Calculations and design parameters used to size the absorption field follow. DESIGN CALCULATIONS AVERAGE FLOW FOR 4 BEDROOM HOME@ 150 GAL.IBEDROOM-DAY 4 X !50 o 600 GALJDAY PEAK FLOW o ISO% OF AVERAGE = 900 GAL.IDAY DESIGN PERCOLATION RATE o 25.0 MIN/INCH A o Q {t, WHERE, 5 A o ABSORPTION FJELD AREA Q o PEAK FLOW t o PERC TIME/INCH A o 900 /25.0 o 900.00 SQUARE FEET 5 INCREASE ABSORPTION AREA BY 40% FOR CLOTHES WASHER INCREASE ABSORPTION AREA BY 20% FOR GARBAGE GRINDER DESIGN AREA o 900x 1.6 = 1440 SQUARE; FEET SIZE ADJUSTMENT FACTOR OF 0.5 FOR INFILTRATOR /RENCH SYSTEM ADJUSTED AREA o 1440 X 0.5 o 720 SQUARE FEET USE 75 QUICK4 INFILTRATORS @ 9.87 SQ. FT. EACH FOR TOTAL ABSORP11VE AREA OF 75 X 9.87 o 740.25 SQ. FT. ABSORPTION FJELD SIZED AT THREE (3) TRENCHES 3 FT. x 100 FT. o 900 SQ. FT. Page 4 of8 I I I I I I I I 4.0 Site Specific Installation/Operation Requirements The owner and system contractor shall be aware and comply with the following installation and system operatton requirements. 4.1 Installation-Setbacks, Notifications, and Inspections • All installation activities shall be conducted in accordance with current Colorado Department of Health ISDS Regulations as well as any relevant Garfield County regulations and requirements. !fat any time during construction, subsurface site conditions are encountered which differ from the design parameters developed in Section 2.0, construction activities will stop and the design engineer will be contacted to address any necessary design modifications. • Installation procedures including grade, location, setbacks, septic tank size, and absorption field size shall confatm with the attached graphic details. Construction activities and system components will not encroach upon existing easements or utility corridors. A minimum of 6 ft of undisturbed soil shall be maintained between individual absorption elements and the septic tank and/or adjacent absorption elements. Minimum site speci fie setbacks for system components are: Source SeQtic Tank Absmntion Field Building Sewer water line 10' 25' 10' domestic well 50' 100' 50' domestic cistern 25' 25' occupied bldng 5' 20' property lines 10' 10' subsoil drains 10' 25' drainage channel 10' 25' irrigation ditch open 50' 50' lined/gated 10' 25' solid pipe 10' 10' • To avoid surface flow infiltration and saturation of the new absorption system, abandonment of irrigation in the vicinity of the disposal system is required. Diversion ditches necessary to divert surface flows around the new absorption bed must maintarn the minimum setbacks listed above. • All sewer lines and effluent distribution piping shall be 4 inches in diameter and have glued joints. INFILTRATORS shall be placed level in the absorption field. All lines discharging sewage from the residence to the septic tank shall maintain fall of between 1/8 in. and l/4 in. per foot and shall employ sweep 90's or 2-45's at all turns. Sewer lines from the dwelling to the septic tank and at least 6 ft from the septic tank outlet must meet minimum standard ASTM-3034. Sewer lines under driveways shall always meet minimum Schedule 40 PVC standards and shall be encased with corrugated metal pipe or flow fill and covered with minimum 2" high density blue board insulation when covered with less than 24" of soil. Page 5 of8 ~I • The installer shall not place Ell in the open excavation until inspected and approved by the design engineer. Additionally, the final cover shall not be placed on sewer lmes. septic tank, or the absorption area until the system has been inspected and approved by the design engineer. Provide 48 hour notice for all required inspections. • Four inch clean outs shall be provided at maximum 100' intervals in all effluent lines exceeding 1 00' in length. • Prevent vehicle traffic and parking over the absorption field and repair area. • A non-corrodible Orenco filter (model# FTW0444-36A) shall be installed at the final outlet Tee of the septic tank or in the effluent line between the septic tank and the absorption field to limit the size of solids and sludge passing into the absorption field. The filter must be accessible for cleaning and replacement from the ground surface. • The distribution box shall be set level on undisturbed native soil or a structural pad (e.g., compacted fill or concrete) to prevent settling and promote uniform distribution of flow to the absorption field. A 45 degree bend shall be turned down on the septic influent line to damp surge !lows from the septic tank and promote equal distribution. • The eftluent distribution system shall be constructed in accordance with the "Infiltrator Technical Manual" available from Infiltrator Systems Inc., 123 Elm Street, Suite 12, Old Saybrook, Connecticut 06475. • The surface cap shall consist of native soil mounded 5% over the absorption field to promote surface runoff. • The system contractor shall be aware of the potential for construction activities to reduce soil permeabilities at the site through compaction, smearing, and shearing. The following precautions and construction procedures should be employed during installation to minimize disturbance to native soils: 1. Excavation should proceed only when the moisture content of the soil is below the plastic limit. lfa sample of soil forms a rope instead of crumbling when rolled between the hands it is too wet and should be allowed to dry before excavation continues. II. Excavation and backfill equipment should work from the surface where at all practical to avoid compaction of the soils at depth. 111. The bottom and sidewalls of the excavation should be left with a rough, open surface. The appearance should be that of broken or ripped soil as opposed to a sheared, smeared, or troweled surface. Any smoothed or smeared surfaces should be removed with a toothed rake or shallow ripper taking care to remove loose residues from the bottom of the trench by hand if necessary. IV. Care should be taken in placing fill materials in the excavation to avoid damaging the exposed soil surfaces. Page 6 of8 I I 4.2 Operation -Maintenance and Inspections • The owner shall install a structural barrier if necessary and take precautions to prevent vehicular traffic, excessive surface watering, accidental flooding, or other activities in the vicinity of the absorption field which may compact, saturate, or otherwise alter the subsurface soil parameters used in designing the septic system. • The owner will plant and maintain grass or other shallow rooted cover crop to prevent erosion and promote evapotranspiration over the absorption field. • The owner will inspect and maintain the required mounding and drainage away from the absorption field to prevent saturation from precipitation and surface flows. • To mitigate the generation of preferential tlow channels which may compromise the operation of the system, the owner will inspect and prevent intrusion of burrowing animals and deep rooted plants into the absorption field. • The septic efl1uent filter shall be inspected and cleaned as necessary every six (6) months. • The owner will conduct periodic maintenance of the septic system by removing accumulated sludge from the septic tank every 3-4 years to prevent clogging of the absorption field. Page 7 of 8 5.0 Limitations This report is a site specific design for installation of an individual sewage disposal system and is applicable only for the client for whom our work was performed. Use of this report under other circumstances is not an appropriate application of this document. This report is a product of Cronk Construction Incorporated and is to be taken in its entirety. Excerpts from this report may be taken out of context and may not convey the true intent of the report. It is the owner's and owner's agents responsibility to read this report and become familiar with the recommendations and design guidelines contained herein. The recommendations and design guidelines outlined in this report are based on: I) the proposed site development and plot plan as furnished to Cronk Construction Incorporated by the client, and 2) the site conditions disclosed at the specific time of the site investigation of reference. Cronk Construction Incorporated assumes no liability for the accuracy or completeness of information furnished by the client. Site conditions are subject to external environmental effects and may change over time. Use of th1s plan under different site conditions is inappropriate. !fit becomes apparent that current site conditions vary ti·om those anticipated, the design engineer should be contacted to develop any required design modifications. Cronk Construction Incorporated is not responsible and accepts no liability for any variation in assumed design parameters. Cronk Construction Incorporated represents this report has been prepared within the limits prescribed by the owner and in accordance with the current accepted practice of the civil engineering profession in the area. No warranty or representation either expressed or implied is included or intended in this report or in any of our contracts. ... ~" .. ., ~ 0 J) J~··;i~l"'i':_~;·;s'~ ·-'~ t.P>< u.tJ> l"-\''\V>li-~1'\ ~~~\..']( ( 28322 cJ· "lvv" , A: -9..\ 0-\ I IJ .:-'b.t-~1:'.., ~/.w.~ $S~o»;r~~ ·' ~"'!:S~· Thomas A. Cronk, P.E. ~ NOTE: This individual sewage disposal plan is meant to include the following four pages of graphics including: I} plot plan, 2} septic layout plan, 3} absorption field plan view, and 4) absorption field cross section. The plan is not to be implemented in the absence of these related graphics. In addition, results from the percolation test and soils evaluation are included for reference as Appendix A. Page 8 of8 I I I I I 0 0 M Q "' 0 "' >->-- 2 ::J 0 u 20' utility 1!. Ment droino.ge ease I pE'rc te.st typ. E'XCO VQ t10n, 160' ----/[' stope 2% 6.355 acres A weU T PROJECT UGHTF~~ENT RIDGE RD. ~~T~~~MENT MESA PLOT PLAN 9 2006 DECEMBER '' SCALE: 1'"'100 NORTH 0 0 '" q <[ 0 "' >->--z "' 0 u I I I I I I I NOTE THE FOLLD'w'ING SETBACKS MUST BE MAINTAINED: SEPTIC ABSORPTION TANK PI[LD SPRINGS/'w'ELLS 50' 100' LAKE/STREAM/IRRIG. DITCH--50' 50' GATED PIPE/INT. IRRIG. DITCH-IO' .25' DOMESTIC 'w'ATER liNE ---JO' 25' NOTE ABANDON FLOOD IRRIGATION \JITHIN 50' OF ANY ISDS ELEMENT, TYPICAL slope 2% ~ I ~-- 1 25'Min~ ~ I ¥ I c • ~ I • -~ I d ~ I ~ ! I ¥ 0 b ru I I I I I I I I I I I I I J repo.ir J o.reo. I I I I I I I I I I I I L __ _j <i ~ ., b ~ Schedule 40 uncler o.ll tro.ffic o.reo.s; if less tho.n 24' cover, enco.se in 6' CMP or FlowFill w/2' blueboo.rcl cover LIGHTFOOT PROJECT 25 MONUMENT R!DGE RD. BATTLEMENT MESA SEPTIC LAYOUT PLAN DECEMBER 9, 2006 SCALE: 1'=40' i NORTH I NOTE PROVIDE 4" CLEAN OUTS AT MAXIMUM 100' INTERVALS IN All EFFLUENT LINES EXCEEDING 100' IN LENGTH NOTE l CALL I-800-922-1987 FOR UTILITY LOCATES BEFORE EXCAVATING o.bsorption Field consisting of 3 trenches with 25 Quick4 Infiltro.tors (or equivalent) each for a total of 75 units perc test ex cava tlon, typ. NOTE GRAVITY DISCHARGE OF SEVAGE EFFLUENT FROM THE RESIDENCE TO THE DISPOSAL SYSTEM IS BASED ON THE FOLLD\JING DESIGN ASSUMPTIONS' LENGTH OF SEVAGE PIPING FROM EXIT AT FOUNDATION LINE TO ENTRY TO ABSORPTION FrELD "' 150' OR LESS ELEVATION OF GROUND SURFACE AT ENTRY TO ABSORPTION FiELD = AT OR BELO\J INVERT ELEVATION OF SE\JAGE PIPE AT EXIT FROM FOUNDATION LINE DISCLAIMER IF THESE DESIGN ASSUMPTIONS ARE NOT UPHELD DURING CONSTRUCTION, GRAVITY DISCHARGE CAN NOT BE ASSURED AND A LIFT STATION MAY BE REQUIRED I residence <49'x66') II I I I I / I I \O'"'"k --( I v I ---1~1 / 1. ------f/{ ~1250 ol I /'& o eCft 9 ion sept,c f' ~ FT'./~::;_3c61lter msia~k w/ !l y 0 A) \ odel j ... :ij a ~1 ' ;~" ' '\ I 1'::"1 ~ 'o / --r--~· ~ $ Qo.(' '\ .t.u 0 !:! / '<>06 1 I .i: ~ 0";· I I I i •/ I "' I I to s So· f?t:Jtir::,..,l;. well '"" I I ( I I I I I I l • a.bsorptlon f'letcl consisting of' 3 rows of' 25 Qu!ck4 Inf'lltra.tors (or equivalent) for a total of' 75 units septic influl?nt distribution box r•s·, L.L! typ. 6' Min. (10'-12' recoMMended) '----------provide inspection/venting ports----------_/ at each end of Infiltrator trenches as shown ABSORPTION FJELD -PLAN V!EIY SCALE• 1' =20' LIGHTFOOT PROJECT 25 MONUMENT RIDGE RD ABSORPTION FIELD -PLAN VIEV DECEMBER 9, 2006 SCALE• !•=20' PROVIDE VENTING/INSPECTION PORTS AS REQUIRED BY INFILTRATOR INSTALLATION GUIDELINES, TYP. EACH RO~ <ONE OF THREE) SOIL CAP <MOUND SiO EXISTING GROUND SURFACE I 1--36' --1 ~ 6' MIN., TYP. -.:-:-:-{ OR SCARIFY UNDER INFILTRATOR, TYP. <10'-12' PREFRRED) INriL TRATOR, INSTALL IN ACC0'1DANCf:_\ ~fTH 'INFILTRATOR TECHNICAL MANUAL, !NFIL TRATOR SYSTEMS INC .• 123 ELM STREET, SUITE 12, OLD SAYBROOK, CONNECTICUT 064 75 OUTLETS AS REQUIRED 4' 45'-BEND SURGE FLO~ SUPPRESSOR . DISTRIBUTION BOX DETAIL SCALE' 1'=1' ABSORPTION FIELD -CROSS SECTION SCALE• 1',5' SOILS LOG NOTES -120' SOILS LOG (SEE NOTES> It! -SANOY CLAY, LT BRO~NISH TAN; BLOCKY; HARD lt2 -CLAYEY SAND, LT TAN; LO~ DENSITY; HARD &. FRIABLE #3 -GRAVEL (4MM-50MM) TO COBBLE TO BOULDERS IN LT BRO~N TO TAN CLAYEY SAND MATRIX NO GROUNDVATER OR HIGH SEASONAL ~ATER TABLE TO 120' BGS LIGHTFOOT PROJECT 25 MONUMENT RIDGE RD. ABSORPTION FIELD -CROSS SECTION DECEMBER 9, 2006 SCALE: AS SHOVN APPENDIX A SOILS AND PERCOLATION REPORT CRONK CONSTRUCTION INCORPORATED CRONK CONSTRUCTION INCORPORATED • 1129 ·24· Road Grand Junction, CO 81505 970·245·0577, 970·257·7453 (fax) Date: Prepared by: Client: Property address: Tax schedule No.: Legal Descript.: 1.0 Soils Evaluation SOILS AND PERCOLATION REPORT December 7, 2006 Thomas A. Cronk, P.E. 1129 -24-Road Grand Junction, CO 81505 245-0577 William and Arianna Lightfoot 224A Eldora Drive Battlement Mesa, CO 81635 (970) 285-1225/(970) 640-9703 25 Monument Ridge Road, Battlement Mesa, CO 81636 Lot 9, Monument Ridge Subdivision The site consists of approximately 6.355 acres of uncultivated native soil. Drainage is approximately 2% to the west. A percolation test/soils evaluation was conducted on the property of reference on 12/07/06 by Tom),. Cronk, registered professional engineer (R.P.E.). A perc excavation trench (excavation A) was located approximately 201' northwest of the well serving the property and 160' east of County Road 300. Additional perc holes were located 50' southwest of the trench (excavation B), 30' northwest of the trench (excavation C), and 50' south of the trench (excavation D). A perc excavation trench (excavation A) was extended to a depth of 120" below ground surface (BGS). There was no evidence of ground water or high seasonal water table in the open excavation to a depth of 120" BGS. The soils evaluation indicates three distinct soil horizons underlie the site. A lithological description follows: depth (in.) 011 -18 11 18"-42" 42"-120" description sandy clay, light brownish tan; blocky; hard clayey sand, light tan; low density; hard; friable gravel (4mm-50mm) to cobble to boulders in light brown to tan clayey sand matrix Page A-1 of A-3 Perc holes were constructed in excavation A at a depth of approximately 80 in. Additional perc holes were constructed in excavation Bat a depth of 42 in., in excavation Cat a depth of 38 in., and in excavation D at the surface and at a depth of 38 in. The holes appeared to be well saturated at the time of the test. Results of the percolation test are shown in Table I. TABLE I Percolation Test Results 25 Monument Ridge Road Depth Time on 12/07/06 ~ Perc Drop Rate 15,)0 15,50 16,10 16,30 min/in I (A) 80" • 92" I 5.5 I 7.5 I 9.25 I 9.75 I I I I I 60/4.25 I 14 I 1 (8) 42" _56" I 6.0 I 8.875 I 10.5 I 12.0 I I I I I 60/6.0 I 10 I dr~ I ro )8" -so .. I 6.75 I 8.75 I 10.25 I II .375 I I I I I 60/4.625 I I) I (ll) 0" . 12" 5.375 6.875 8.125 9.0 60/J 625 17 (C) 38" ·50" 6.125 7.625 9.0 9.5 6013.375 18 2.0 Conclusions and Recommendations Soils at the site appear acceptable for implementation of an individual sewage disposal system (ISDS). The following site-specific considerations should be observed during implementation of the ISDS: • The bottom of the ISDS absorption field should be located no deeper than 48" BGS to promote evapotranspiration and maximize aerobic treatment of septic effluent. A design perc rate of 25 min/in. is recommended for overall system sizing. • Care should be taken during construction to avoid compaction and smearing of the exposed infiltrative surfaces and preserve the natural permeability of the native soils. Page A-2 of A-3 3.0 Limitations This report provides a professional assessment of the feasibility of implementing an individual sewage disposal system on the property of reference. The design parameters developed in this document are representative of the site conditions disclosed at the specific time of the site investigation. Site conditions are subject to change from external events both manmade (irrigation or pond construction) and naturally occurring (flooding or excessive precipitation). Cronk Construction Incorporated is not responsible and accepts no liability for any variation in assumed design parameters caused by external events. Cronk Construction Incorporated represents this report has been prepared within the limits prescribed by the owner and in accordance with the current accepted practice of the civil engineering profession in the area. No warranty or representation either expressed or implied is included or intended in this report or in any of our contracts. ~~,Y ;)}_ sz_ Thomas A. Cronk, Pr' Page A-3 of A-3 I) '"''-'-C..I\IC..J"\IUI"\ LI\.Jniii'CV '-'~,.. ,,,~ ,.,,,.,, .......... ·····--··· ··----- DIRECTED INWARD AND DOWNWARD, TOWAR DS TH E IN TER IOR OF THE SUBDI VI SION, EXCEPT THAT PROVISIONS MAY BE MADE TO ALL OW FOR SAFETY L IGH T I NG THAT GOES BEYOND THE PR OPERTY BOUNDARIES . 8) COLORADO IS A "RIGHT-TQ-FARM n STATE PURSUANT TO C.R .S. 35-3-101, ET SEQ. LANDOWNERS, RESIDENTS AND VISITORS MUST BE PREPARED TO ACCEP T THE ACTIVITIES, SIGHTS, SOUNDS AND SMELLS OF GARFIEL D COUNTY'S AGR ICUL TURAL OPERATIONS AS A NORMAL AND NECESSARY ASPECT OF LIVING IN A COUN TY WITH A STRONG RURAL CHARACTER AND A HEALTHY RANCH I NG SECTOR. THOSE WI TH AN URBAN SENSITIVITY MA Y PERCEIVE SUCH AC T IVI TIES, SIGHTS, SO UND S, AND SMELLS ONLY AS INCONVENIENCE , EYESORE, NO ISE AND ODOR . HOWEVER , STATE LAW AND COUNTY POLICY PROVIDE THAT RANCHING, FARMING OR OTHER AGRICULTURAL ACTIVITIES AND OPERAT IONS WI THIN GARF I ELD COUNTY SHALL NOT BE CONSIDERED TO BE NU IS ANCES SO LONG AS OPERA TED IN CONFORMANCE WITH THE LAW AND IN A NON-NEGLIGENT MANNER. TH EREFORE, AL L MUST BE PREPARED TO ENCOUNTER NOISES, ODOR, LIGHTS, MUD, DUST, SMOKE, CHEMICALS , MACHINERY ON PUBLIC ROADS, LIVESTOCK ON PUBLIC ROADS, STORAGE AND DISPOSAL OF MANURE, AND THE APPL ICA TION BY SPRAY I NG OR OTHERWISE OF CHEMICAL FERTILIZERS, SOIL AMEN DMEN TS, HERB ICIDES, AND PEST IC IDES, AN Y ONE OR MORE OF WHICH MAY NATURALLY OCCUR AS PART OF A LEGAL AND NON- NEGLIGENT AGRICULTURAL OPERATIONS. 9) IN ADDITION, All OWNERS OF LAND, WHE THER RANCH OR RESIDE NCE, HAVE OBLIGATIONS UNDER STATE LAW AND COUNT Y REGU LA TIONS WITH REGARD TO THE MAINTENANCE OF FENCES AND IRRIGAT ION DITCHES, CONTROLL lNG WEEDS , KEEPING LIVESTOCK AND PETS UNDER CONTROL, USING PROPE RT Y IN ACCO RDANCE WITH ZONING, AND OTHER ASPECTS OF USING AN D MAINTAIN IN G PROPE RTY. RESIDEN TS AND LANDOWNERS ARE ENCOURAGED TO LEARN ABOUT THESE RIGH TS AND RESPONSIBILITIES AND ACT AS GOOD NE I GHBORS AND CI T IZ EN S OF THE COUN TY. A GOOD INTRODUCTORY SOURCE FOR SUCH I NFORMATION IS "A GU IDE TO RURAL LIVING & SMALL SCALE AGRICULTURE" PUT OUT BY THE COLORADO STATE UNIVERSITY EXTENSION OFFICE IN GARFIE LD COUNTY. 0) RIOR TO THE ISSUANCE OF A BU ILDING PE RMI T , EACH LO T WI LL BE STAKED AND CERTIFIED BY A REGISTERED LAND SUR VEY OR VERI FYI NG BU ILDING LOCAT I ON WITHIN APPROVED ENVELOPE. 11) GRADING FOR CONVEYANCE OF STORM WATER AWAY FROM STRUCTURES SHALL BE TH E RESPONSIBILITY OF EACH LOT OWNER . All OWNERS SHALL ALLOW FOR CON VEYANCE OF STORM WATER THROU GH THEIR LOT . 12) All IRR IGAT ION DITCHE S AND DITCH EASEM ENTS ARE TO BE REC OG NIZED AND MAINTAINED AS EXISTING AND IN PLA CE, IN THE USUAL MANNER, AND INC LUDE A 10-FOOT ACCESS EASEMENT CENTERED ON EAC H EXISTI NG DI TCH. 13) ALL EXISTING IRRIGATION DI TCHES SHA LL I NCLUD E A 10-FOOT ACCESS EASEMENT CENTERED ON ·EACH EXISTING DITCH. 14) ANY NEW BUILDINGS SHALL AVO I D AR EAS OF NATURAL DR AINAG E, NATURAL DRAINAGES SHALL BE PRESERVED TO THE MAXIM UM EXTENT POSSIBLE. 15) ALL PROPERTY LINES WITHIN THE SUBDIVIS ION SHA LL HAVE A 15-FOOT UT ILITY, WELL, AND DRAINAGE EASEMENT CENT ERED ON THE PR OPERTY lINE . 16) ALL LOTS SHALL INCLUDE STANDARD LOT SETBACKS DEFINED BY GARF IELD COUNT Y FOR A/R/RD LAND USE. 17) DEBR IS FLOW, UNSTABLE AND POTENT IALLY UNSTABLE SOI LS AND 100-YEA R FLOODPLAIN AREAS SHALL BE CONSIDERED NO N-B UILDA BLE AREAS INC LUDING 20' BEYOND THE SHOWN AREAS, EXCEPT FOR TH E LOCA T ION AND CONSTRUCTION OF ROADWAYS, UTILITY LINES AND IRRIGATION L I NES AS SET FORTH HERE IN. THE DEBRIS FLOW ZONES WERE DELINEATED WI THI N CTL THOMPSON'S GEOTECHNICAL REPORT NUMBER GS-3515 . 18) DUE TO THE EXPANSI VE AND CO MPR ES SIBL E SOILS, THE OWNER/DEVELOPER OF EAC H LO T SHALL CONDUCT ADDITIONAL DESIGN LEVEL GEOTEC HNICAL STUD I ES ONC E BUILDING LOCATIONS ARE FINA L IZED , TO CHA RA CTER IZE SOIL AN D ENG INEER ING PROPERTIES BENEATH EACH PLANNED STR UCTURE FO R THE PURPOSE OF A SITE DEVELOPMENT PLAN AND WHETHER FOOTINGS WI TH A MINIMUM LOAD WIL L BE NEEDED TO COUNTERACT EXPANS IV E CLAYS. LOT OWNER SHOULD REF EREN CE THE REPORT PREPARED BY CTL/THOMPSON, INC ENT I TLED , •GEOLOGIC EVALUATI ON AND PRELIMINARY GEOTECHNI CAL INVES T IGA T ION MONUMEN T HILLS RAN CH SUBDIVISION BATTLEMENT MESA GARFIELD COUNTY, CO LORADO ", A COPY OF WHIC H SHALL AT All T IM ES BE MAINT AIN ED IN THE OFFICE S OF THE MONUMENT RIDGE HOM EOWNERS ASSOCIATION. NOTES : RE-SUBDIVISIOI SITUATED I j 1) THE REAL PROPERTY DESCRIBED HEREIN IS SUBJ ECT TO THE TERMS , PROVISIONS AND CONDITIONS OF: 1) GARFIELD COUNT Y BOARD OF COUNTY COMMISSIONER RESOLUTION NO . 2002-16 RECORDED IN BO OK 1415, AT PAGE 534 AND RECEPTION NO . 516317; 2) RESTATED DECLARAT ION OF COVENANTS, CONDIT ION S AND RESTRICTIONS FOR MONUMENT RIDGE RECORDED IN BOOK __ , AT PAGE --AND RECEPTION NO. ("PROTECTIVE COVENANTS "); AND 3 ) SUBDIVISION IMPROVEMENTS AGREEMENT FOR MONUMENT R IDGE SUBDIVISION REC OR DED IN BOOK __ , AT PAGE __ AND RECEPTION NO. 2) SEWAGE DISPOSAL SHALL BE PROVIDED TO EACH LOT BY INDIVIDUAL SEWAGE DISPOSAL SYSTEMS {ISDS'S) TO BE INSTALLED BY THE LOT OWNER. THE FOLLOWING RULES AND REGULATIONS SHAL L APPLY TO THE INSTALLAT ION, MAINTENANCE, REPAIR AND REPLACEMENT OF EACH ISDS: A. EACH ISDS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER; B. EACH LOT OWNER SHALL PERFORM ADDITIONAL PERCOLAT ION TESTING TO DETERMINE THE MOST APPRO PRIA TE LOCA TION FOR ISDS INSTALLATION; C. EACH ISDS SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH ALL THE TERMS, COND ITIONS AND PROV ISIONS CONTA INE D WI THIN ARTICLE 5 {ISDS DESIGN AND PERF ORMANCE STANDARDS) AND ARTICLE 6 ( ISDS MANAGEM ENT PLAN) OF THE PROTECTIVE COVENANTS. 3) THE FOLLOWING TERMS AND CONDITIONS RELA TIN G TO FIRE PROTECTION SHALL CON TR OL: EACH RESIDENCE OF SIZE EQUALING 3 ,500 SQUARE FEET OR LESS SHALL BE EQUIPPED WITH A STORAGE TANK OF AT LEAST 3,000 GALLONS IN SIZE. . B. EACH RESIDENCE OF SIZE EXCEEDING 3,500 SQUARE FEET SHALL BE EQUIPPED WITH SPRINKLER SYSTEM SATISFYING THE REQUIREMENTS OF NFPA13D TOGETHER WITH A STORAGE TANK SIZED SUFFICIENT TO ALLOW A FLOW OF 26 GPM FOR A DURA TION OF 10 MINUTES. C. THE STORAGE TANKS DESCRIBED IN A AND B HERE IN ABOVE, SHALL BE CONTAINED IN A SYS TEM SE PA RATE FROM THAT USED FOR DOMESTIC USE. D. EACH STORAGE TANK SHALL BE LOCATE D WITHIN 150 FEET OF THE APPLICABLE RESIDENCE, SHALL BE OPEN TO USE BY FIRE DEPARTMENT PERSONNEL FOR OFF SITE FIRE PRO TEC TI ON USE AND SHALL BE INSPECTED AND MAINTAINED BY THE APPLICABLE HOMEOWNER. E. EACH RES IDENCE SHALL BE SUBJECT TO NFPA299 GOVERN IN G ACCESS/EGRESS REQUIREMENTS AND DE FENSIBLE SPACE; F. FIRE DEPARTMENT PERSONNEL WILL RESPOND TO ACTIVAT ION OF AUTOMATIC FIRE ALARMS ONLY WHEN : 1 . A FLOW SWITCH ON THE F IRE SPRINKLER SYSTEM IS ACTIVATED; OR 2. A RESPONS IBLE PERSON FOR THE RES IDEN CE OR A RUNNER FOR THE FIRE ALARM COMPANY HAS CONF IRMED AN EMERGENCY. 4) CONTROL OF NOXIOUS WEEDS IS THE RESPONS IBI LITY OF THE PROPERTY OWNER . 5) ONE (1) DOG WI LL BE ALLOWED FOR EACH RES I DENT IAL UNIT WITH IN A SUBDIV ISION AND THE DOG SHALL BE REQU IRED TO BE CONFINED WITH IN THE OWNERS PROPERTY BOUNDARIES. 6) NO OPEN HEARTH SOLID-FUEL FIREPLA CE S WILL BE ALLOWED ANYWHERE WITHIN THE MONUMENT RIDGE SUBDIVISION. ON E {1) NEW SOLID -FUEL BURNING STOVE AS DEFINED BY C.R.S. 25-7-401, ET. SEQ., AND THE REGULATIONS PROMULGATED HEREUNDER, WILL BE ALLOWED IN ANY DWE LL I NG UNIT. ALL DWELLING UNITS WILL BE ALLOWED AN UNRESTRICTED NUMBER OF NAT URAL GAS BURNING STOVES AND APPLIANCES . 7) ALL EXTERIOR LIGHTING BE THE MINIMUM AMO UNT NECESSARY AND SHALL BE DIRECTED INWARD AND DOWNWARD, TOWARDS THE INTERIOR OF THE SUBDIVISION, EXCEPT THAT PROVISIONS MAY BE MADE TO ALLOW FOR SAFETY LIGHT IN G THAT GOES BEYOND THE PROPERTY BOUNDARIES.