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HomeMy WebLinkAboutPermitGarfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601- Phone: {970)945-8212 Fax: {970)384-3470 · F'ermitNo:SEPT'"B .. 1 6~1.68'4 .... }k Pef/riittrp~: ~ep~i~~errhif tE •··· · o/o(kCla~slfip~tioil:Ne~ .·.·.. ,< {?~nnit Stat~~i fippr(;lt~~ . Issue Date: Not Issued Expires: 01/01/2999 Project Address Parcel No. Subdivision Section Township Range 1254 CR 127 GLENWOOD SPRINGS, CO 218528200018 Owner Information Address Phone Cell David & Beth Dodson & Williams 1254CR127 Glenwood Springs CO 81601 970-945-8037 Contractor(s) Phone Primary Contractor Required Inspections: Richard Petz No Forl"'p"U'""'"' 1 (888)868-5306 DM Newman Construction (970)945-7502 Yes Proposed Construction I Details Inspection IVR replacing old septic system Valuation: $ 0.00 Total Sq Feet: 0 See Permit Record FEES DUE FEES PAID Fee Amount lnv Total Paytype Ami Paid Amt Due Septic Fee-New 1otal: Wednesday, August 11, 2010 $73.00 $73.00 lnv # SEPT-8-10·20430 $ 73.00 Check# 33491 $73.00 $0.00 Building Department Copy 2 ""' """ """ """ I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 ~ ~ GARFlELD COUNTY SEPTIC PERMlT APPLICATION I 08 8th Street, Suite 40 I, Glenwood Springs, Co 8160 I Phone: 970-945-82I2 I Fax: 970-384-34 70 I Inspection Line: 888-868-5306 www.l!arfield-countv.com Parcel ~(this information is available at the assessors offtee 970-945-9134) ~l'b S--z-1,~-DD- Job A~l~~n addre;: ~ \Ll assigni;\;:::dwyor :;;~~;:::~or ~~al ;~~ \ 0\~ Lot Size: Z ~~ I I <"fS ~:'" B~o: ...> 1 I ra,d o ~o.l \oJ ~ 'Su~~tion: ~ CfW -\~.~-.)\1,:~~ ,J) ~ lo 4,./1<£ ::. <g Owner: (property o'Mler) Mailing Address Ph: Alt'Ph: IJhj-\1/a~ ~j'"":-DA \7.0-l t:R 1"1_7 ~\u~ U) 4~S .. 1"2'"')) lf:Xtac(or: ec\:' ~~ --S Mailing ~~dr!1 ~ \.¢ ~ Ph· G ''Z~~ ~~S5 '1.-4 v ~Oy" Q ("\/ .._(_p., . 7.. '..t; )..J '\"'2: ;-~·~-L, ... 1. t.. w Alg!;:~v', u. Se~: c., Mt? Address C..('f ,VJS 1 p~~- S>~-~ AltPh: LL<... "-. "l. "6 ' b J_,O PERMIT REQUEST FO~: ~ ~ New Installation ( ) Alteration ( ) Repair WASTE TYPE: )'qPwelling ( )Transient Use ( )Commercial or industrial ( )Non-Domestic wastes ( )Other-Describe BUILDING OR SERVICE TYPE: ~e~,JJ_A..-t' o...\ Number of bedrooms u Garbage Grinder .t><QYes ( )No SOURCE & TYPE OF WATER SUPPLY: ~~LL • ~ )SPRING ( )STREAM OR A_EK ' ~CISTERN If supplied by COMMUNITY WATER, give name of supplier: 3 (V\ ~ e_ I......L aX~ { ~~ ~f2.i, ~ 1 ~ DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: I F,. P'l\ \e. Was an effort made to connect to the Community System? JJLA YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN GROUND CONDITIONS: 3D--\+ lt//_D Depth to 1•t Ground Water Table Percent Ground Slope TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS) PROPOSED: {'(),Septic Tank ( )Aeration Plant ( )Vault ( )Vault Privy ( )Composting Toilet ( )Recycling, Potable Use ( )Recycling, other use ( )PitPrivy ( )Incineration Toilet ( )Chemical Toilet ( )Other-Describe FINAL DISPOSAL BY: )XtAbsorption trench, Bed or Pit ( )Underground Dispersal ( )Above Ground Dispersal ( )Evapotranspiration ( )Sand filter ( )Wastewater pond ( )Other-Describe Will effluent be discharged directly into waters of the state? ( )YES }XZNO ,.... PERCOLATION TEST RESULT: (to be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) 5 C~ Kt."f D~ \ Minutes per inch in hole No.1 Minutes per inch in hole No.3 Minutes per inch in hole No.2 Minutes per inch in hole No._ Name, address & telephone of RPE who made soil absorption test: A\\ ~ Nlu... s~ '*~ L. lL( Name, address & telephone of RPE responsible for design of the system: f.( i~a ·-&. P ~ 4·% A-1\ '""''; s~o~-: l.-/.I~-4::iY3 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 submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of rny knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. I further ~~ lh~:~ ml'ffiP""""'''" m"Y ffi'"ll lo the deot• of the'""""'" "'0:it'" of ooy pe<mll '''"''' b"ed """ "" opplloo!loo and I p~n jury s ~by)aw. ~ , '( <) L LJ' /,N " :....,--: OWNERS SIGNATlffiE OATE STAFF USE ONLY Permit Fee: Perk Fee: Total fees: t!!2 1~. Septic Permit #: Issue Date: P -o-JO-ICP Building & Planning Dept: /!:~ APPROVAL DATE \ RECOMMENDED MINIMUM REQUIREMENTS FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEMS (ISDSl Before construction is started, the Inspector must be contacted for approval and detailed information concerning the proposed disposal system is needed. Higher standards than those which follow may be required in individual cases to assure attainment of the objective. Those objectives are to locate, construct and maintain individual sewage disposal systems in such a manner that existing or contemplated water supplies will not become contaminated and so that sewage will not overflow the ground surface and result in a nuisance or health hazard. LIQUID CAPACITY OF TANK (GALLONS) (Provide for use of garbage grinder, automatic clothes washer and other water using household appliances). Number of Bedrooms t Recommended Minimum Tank Ca!!acit~ 2 or less J 750 qallons -'-"'~ """----- 3 or less ' 1,000 gallons ' --·-·------ 4 or less i 1 ,250 gallons -·---- ·---- For each additional bedroom, add i 250 gallons Dwelling on less than two acres, areas of high water tables, or areas with a percolation test rate faster than 1" in 5 minutes must have alternative sewage facilities, i.e., central collection, holding tanks, individual treatment, etc. EXEMPTION: Absorption areas may be allowed with percolation rates faster than one (1) inch in five (5) minutes provided the soil is a sandy texture and no water table problems are encountered. An Engineer is required. Slopes greater than 30% also require an Engineered Syslem. _t_},1aximum length of drainage line: -----------------------·-·-·-·------IJQQii~-~<Jr_f~~L .............. --·····-·--·--·-·- __2, ___ M.,inimum width of drainage trench: . L..1~ .. i~g_h_El_~-------·--··--·-·----------- -~,_},1inimum spacing between trenche_~ or pipes: ----··-----I.§!~~L____ -----... ---- -~'-)vlaximum 9!:?.c!.~_of drainage system: . ____ , ~.s.l~_~el__~~_pg~_~itJI!O, ____________________ _ ?, __ fl!_inimum _c!_epth rock under drain PVC: _ L.6:_u.f!~_Elr_P._\/C.~2.:_9X~~pyg -...... . ~:_}vtinimum depth of cover over distribution lines: . _______________________ ! _1?i~_G~!l~------···-·----·--·--··· l::M;_:: ~: ~~~:~ ~~:e~:st!ibution lin~_:_:--·-:=====-=::==:::=:::=====l:Ii[J~:~::il~rfi6~~ri: ::::·::··· -_~, ...... fllinimum distance of sewage dispos?_l__~.l'§!_em fro_Q1j~~llli!9_:__ __________________________ 1 ! __ ? .. 0 ....... f .. e._et······-·.---. ·--.. -·.··-. ·-. ___ .. .. .......... .. _1Q,_Minimum distance of septic tank from dwell~------------···-·-----·-_§f_~!l.t_ __ ------···---······------·-··· _1_1,Minimum distance of leaching area to a well: ------------·---------_1QOfElElt _ ............. . ... . ]~:~:~:~~~ ~::::~~: ~: ~i:~~~~n!!~ ~o :e~;ream of water course: :::_ _____ ~~~J~::l===:: ::::::::::::: : ::::: 14. Minimum distance from septic tank and disposal field to property lines: 10 feet for drywell 10 feet for leach field -;-;-;--:----;---;-~c;-;:---,--·---·-----·----·----·------··-···-·-----------·---·---·---------·------..... 15. Minimum sewer pipe and distribution pipe: 4 inch diameter • Septic construction should be of concrete, concrete block or of a material that will resist deterioration and which can be made reasonable watertight. • Acceptable drain field pipe materials include plastic, terra cotta or concrete. If the house sewer line is longer than 10 feet between house and septic tank, a clean-out Y should_be installed outside as near as practical to the house. • Septic tanks should be inspected once a year and cleaned when necessary. Cleaning is recommended when space between the scum accumulation and sludge residue on the tank bottom is less than eighteen (18) inches. • The Department recommends pumping a septic tank once every four (4) years, when a yearly inspection by the owner is not practical. June 16111 2009 David Dodson PO Box 248 POBox2844 Glenwood Springs, CO 81602 Ph 970·618·5033 Fax 303·216·2796 Glenwood Springs, CO 81602 Project No. 1606 Subsurface Investigation and Onsite Wastewater System Design, Proposed Residence 1254 County Road 127 Garfield County, Colorado David, 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 Glenwood Springs, Colorado, in an area where OWS are necessary. The subdivision will provide water via a community water source to the proposed residence. SITE CONDITIONS A single-family residence will be remodeled to have a total of 5-bedrooms at the subject property. The existing septic system is to be abandoned. The proposed drain field area slopes 8% to the northeast and is partially in a drive area. SUBSURFACE The subsurface was investigated by observing a soils profile along a road cut next to the subject residence. The materials observed consisted of 1-foot of a sandy root zone, underlain by sandy clay, with sparse gravel and cobble to the maximum depth observed of 10 feet. An L TAR of 0.95 gals/day will be used to design the OWS. DESIGN SPECIFICATIONS The OWS design is based on 5-bedrooms and an average sewage load of 750 GPD. The installation must include a 1500-gallon, two-compattment, precast concrete septic tank with an effluent filter on the outlet, followed by a 'drywell'. The 'drywell' must be constructed as indicated on Figure 2. The drywell must be 16-ft by 22-ft, and must be 12 feet deep. The total proposed area is 1264 SF. Onsite Wastewater Systems Page2 Construction must be according to the county ISDS regulations, the septic permit provided by Garfield County Environmental Health Department, and this design. This design for the subject property, noted above, is valid only in conjunction with the approved County Health Department permit. 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. LIMITS: Onsite Wastewater Systems Page 3 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. AllOWS 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 S~~~-~$7ep~c, LLC ('" ~ Timothy R. Petz 3 copies 1500-GALLON TWO-COMPARTMENT SITE PLAN AND LOCATION OF PROPOSED OWS SEPTIC TANK WITH EFFLUENT FILTER IN THE SECOND COMPARTMENT. TRAFFIC RATED LIDS AND STEEL LIDS REQUIRED. .. ·········· /'' 4" PVC SEWER PIPE (2% FALL TO TANK) .,.u 0£:\:: l-J\1\, ~ \l. 9 !'-9-::> ~ . Q\,0 .. !J!!C'·...... .-~ ~ ...... _ ... ·· ~--~ ............. -~~-~~ .·· ,, .. ··· ,/' /" () SHED OBSERVATION .- PIPE ...... ~ .. ·· , : .· , . ·'/'' .. ·· .·· .··: ; . ' .· , .· .·· : : ' .. ·····/~.--·· ... ·· i i ' . .··, '· .·· .... i ~ ~, '/' •• • • I .. ••• •• ( 0 ,·· •• •••• f. ") 0 .·· . 9 .· • _,······ ~ TRAILOR ,' . ~DRYWELL / 16' X 22' X 12' in , , Depth ~CLEAN OUT , / ADDITION /' 5-BEDROOM , RESIDENCE ' / , , / , ( .... SITE SERVED BY /' 1 COMMUNITY WATER ,...-..,./ 1 SYSTEM ...... ~ \ _,., ,.,--I ,.,.- 1 -- \ _,., ,.,---I ,..,., I ~- l --_,., -N j 1254 COUNTY ROAD 127 ALL SERVICE Septic, LLC PRO. NO. 1606 DODSON RESIDENCE PO Box 2844, Glenwood Springs, CO 81602 FIGURE 1 970-618-5033 GARFIELD COUNTY COLORADO 0' 30' &0' SCALE: 1" = 60' DRYWELL DRAIN FIELD SPECIFICATIONS SWALE OR BERM TO DIVERT PLAN VIEW ~. '. .. .. • •. •• <: ·.· .<1 .. .· .. :f .. _.,. • • • • ... ·<" • . .. . . • . ·...::~: "" . . • .. • .. . . ·• · . .::~· . .. • . .. . '1. .. ~DISPERSAL • .. •·. . .. • .. • .. •· GRAVEL 4" PVC INLET LINE ".4." 4 16' SHOULD BE 1/2" 5' .. FROM SEPTIC--------- ~ ·' • TO 2 1/2" .. • • ... TANK . ..,-_ • .. . .. ·. . 4" ' . "·4 ~~IDES OF .. • •. . . . ·I-"6 ... · ... . 6 ·" _.4 ll .. . . EXCAVATION · .. ··;, ·~ .• • • .. . .· . . . . ·4. . ~ -.:.·_:., 1----. •• "4 •... . . I 22' 7 OBSERVATION PIPE WITH PVC CAP CROSS SECTION ~/ BERM OR CONCRETE LID WITH SWALE / MANHOLE COVER ~ SLOPE FOR DRAINAGE NATURAL I / GRADE 1' ----------GEO-FABRIC INLET FROM/ ••••••••• 0 • 4 • 0 • 0 •••• 0 • 0 " •••• 0 •••• 0 •• ., 4 ., ......... . . . SEPTIC TANK . "4. . .. • • • 0 0 • . .. . ., . DISPERSAL 12' 0 ••••• 0 0 • . . . GRAVEL ., ••• 0 • 0 •••• . . . ,; . ~ 4 A. • ••• 0 •••• . . . ••••• 0 ••• . . . F= -SLOTIED PVC OBS. PIPE ., § TO EXTEND TO BOTIOM EXTENTOF ~ 4 •••••••• 0 ... •••• 0 ••••••• OF DRYWELL EXCAVATION •• 0 • 0 ••••••• ~ = .,. ' 16' '-.._' '-... 5 FOOT DIAMETER CONCRETE PERFORATED RINGS CALCULATIONS AREA= BOTTOM AREA = 16' X 22' = 352 SF 5-BEDROOMS@ 150 GALS/PER/DAY EACH= 750 GPD SIDE AREA= 12' X 22' = 264 SF X 2 = 528 SF PEAK LOADING= 750 X 1.5 = 1125 GALS SIDE AREA= 12' X 16' = 264 SF X 2 = 384 SF LOADING= 1125 GALLONS PER DAY (GPD) TOTAL AREA = 500 SF PROPOSED APPLICATION RATE= .95 GPD/SF DISPERSAL GRAVEL SHOULD BE 1/2" TO 2 1/2" AREA= 1125/ 0.95 = 1184 SF WASHED I CLEAN ROCK PROPOSED AREA= 1264 SF REVEGETATE DRAIN FIELD SURFACE PROJECT NO. 1606 FIGURE2 Septic Tank with the Addition of an Effluent Filter-1500 Gallon, 2-Comp. Top of tee to come to 1" from top of tank /C:::I,...,na Ground From Risers Risers TRAFFIC RATED UDS AND RISERS ~ Filter Cartridge Handle (field cut to desired height) r--Tank Adapter (cast or bolted) Inlet Tee------.._ r""l------+--_L_----------='1---r----1 ORENCO BRAND NAME NOT ENFORCED Patents # 4,439,323 & 5,492,635 Foreign Patents Pending © 2002, Orenco Systems, Inc. J,---Vent Orifice t Effluent Discharge S7 2 • ] Liquid -Level 1'---Modulating Discharge Orifices 1-++---Vault Inlet Ports L_ ________________________ ~ Filter Cartridge '------Effluent Filter PROJECT NO 1606 JulieTa lor From: Sent: To: Cc: Subject: Julie, Jarrid Hadland Oh@sopris.net] Wednesday, October 13, 2010 1:34 PM Julie Taylor 'Jason Neuman'; 'Gina Neuman' Permit# 1672-1254 Cty Rd 127-Glenwood Springs, CO Please remove DM Neuman Construction from permit #1672 (Dodson Residence) and any other documents pertaining to this job. Thanks, Jcwvld-Tl~ V/vi N e.w11.<NYV CO"Y\olt"vuctto-vv Ca; (970) 91+5 -7502 CO:NFIDENTL\LlTY NOTICE: This e-mail transmission (and/ or the attachments accompanying it) may contain confidential information belonging to the sender. The information is intended only for the use of the intended recipient. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this information is stricdy prohibited. Any unauthorized interception of this transmission is illegal under the law. If you have received this transmission in error, please promptly notify the sender by reply e-mail, and then destroy all copies of the transmission. 1