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HomeMy WebLinkAbout388 Sunrise Ln - 239133108001 - 156996ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway - Eagle, Colorado 81631 Telephone: 328-8755 6 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. Please call for final inspection before covering any portion of installed system. PERMIT NO. 10'�01 � 1569 OWNER: Charles Slater PHONE: (810) 465-0832 MAILINGADDRESS: 8 Evergreen civHarrison Townshipate: MI ZIP: 48045 APPLICANT: Douglas R. Boyles PHONE: (970) 963-0074 SYSTEMLOCATION: 0758 Paseo Dr., E1 Jebel, CO TAX PARCEL NUMBER: 2391-342-00-001 LICENSED INSTALLER: Braeburn Builders, Douglas Boyles LICENSE NO: 37-96 DESIGN ENGINEER OF SYSTEM: PerC done by Nelson Environmental INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 750 GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 1125 SQUARE FEET OF TRENCH BOTTOM. Via 36 Infiltrator units per owner SPECIAL REQUIREMENTS: Serially distribute all trenches. Keep the trenches shallow (3ft.) the last tr can be buried into the 5 ft. depth. Install inspection portals in each trench and a cleanou between the tank and the house. Rake treneh side walls; Call Eagle County fer A fin 'A- I inspection prior to back filling. If you have any questions call 328-8755 /G ENVIRONMENTAL HEALTH APPROVAL: DATE: ( / 1 t CONDITIONS: i. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25- 10. 104. 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND CAUSE FOR BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 1125 SQUAREFEET. Via 36 infiltrator units as requested INSTALLED SEPTIC TANK: 12 50 GALLON 215 DEGREES 72 FEETFROM the C1Pannnt nPxf- to the hnji qp SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY X YES —NO COMPLIANCE WITH COUNTY! STATE REQUIREMENTS: _x YES _ NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: ENVIRONMENTAL HEALTH APPROVAL: iT//iL�- Till X DATE: August 27, 1996 ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS �cl.. APPLICANT / AGENT: PERMIT PERCOLATION TEST FEE OWNER: RECEIPT # CHECK# (Site Plan MUST be attached) ISDS Permit # (ff t b 1L APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (El Jebel) ************************************************************************** * -PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER". PROPERTY OWNER: MAILING ADDRESS: APPLICANT/CONTACT PERSON; MAILING ADDRESS: _Aj qj L _+ e K PHONE: SIC) PHONE: LICENSED ISDS CONTRACTOR: 0�P hEb jy 166i Id,� S NE: T�b ) 916QQ°10 COMPANY/DBA: ADDRESS: R�X�? �_ C4)RRQ&L-ba`T-L© ******** *********************************************************** PERMIT APPLICATION IS FOR:,�� "ew Installation ( ) Alteration ( ) Repair LOCATION`OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Building Permit # U 3 0 ( if known) Legal Description: Subdivision: iling:_Block: Lot No. Tax Parcel Number: 3- C -'0 _0 Lot Size: 1 � Street Address: BUILDING TYPE: (Check arplica"`-brle " at egg 1y) (>Q Residential/Single Family Number of Bedrooms ( ) Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type TYPE OF WATER SUPPLY: (Check applicable category) (, Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: *These sy s req re esi n by Registered Professional Engineer SIGNATURE• I • Date: Vlodq(" TO BE COMPLETEDABY THE COUNTY AMOUNT PAID: Cf/S U,O RECEIPT #: 10C?'b DATE: I(vilP CHECK #: CASHIER: Community Development Department 1.970) 328- 1'30 Fax: (970) 328--185 T DD: (970' 328-8797 EAGLE COUNTY, COLORADO August 27, 1996 Charles Slater 8 Evergreen Harrison Township, NU 48045 RE: Final of ISDS Permit No. 1569-96 Parcel #2391-342-00-001. Property location: 0758 Paseo Dr., El Jebel, CO. Dear Mr. Slater: Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 8 163 1 -0179 This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your building may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at 328-8755. Sincerely, Janet Kohl Environmental Health Department Eagle County Community Development ENCL:Information Brochure Final ISDS Permit cc: files Community Development Department (970)328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO DATE: May 6, 1996 TO: Braeburn Builders, Ltd. FROM: Environmental Health Division Eaglc Countv Building P.O. Box 179 500 Broadway Eagle. Colorado 81631-0179 RE: Issuance of Individual Sewage Disposal System Permit No. 1569-96 Tax Parcel 92391-342-00-001. Property Location: 0758 Paseo Dr., Carbondale,CO., Slater residence. Enclosed is your ISDS Permit No. 1569-96. It is valid for 120 days. The enclosed copy of the permit must be posted at the installation site. call changes in our office well plans advance for the final invalidates the permit unless otherwise approved. Please a11 inspection. Also enclosed is the ISDS Final Inspection Completeness Form. The items on this form need to be completed before you call for your final inspection. Also, please note any special conditions which may have been placed on the permit. If all items are not completed, a reinspection fee of $42.50 must be paid before a reinspection is made. Your building permit CO will not be issued until final approval has been given for the ISDS Permit. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files j r o7i_O4 r JO DUD INC -=UN, 1`r-KZ), L 1 L Environmental & WdUteWaW Solutions, Ltd. Mf.: >+ugay1: �raaburn �lufilq�rr . P.. Q. 13x• U4 arbondste C+t3-` t3 62 Subj t' Sail t Efv j U jtjoht'and'*Percolation Tests for Individual Sewage System Design for'e.,Parccel-of U§nd'in tt* NE 114. NE 114, Township 7 South, range 87 West of the 6th P. M:; .E6gI+B'CanotY. CO-:10� '$onset Drive Poor ;.. As requested; 14,eison.E..r'vir hhiental and Wastewater Solutions, Ltd., performed a soils. stu* a septic system for the proposed residence on a lot 'awhdd by H."Charl0s.-816ter. We Conducted this study according to Sections 4:04 arid' 4.05, pter, IV 'Jhdividual Sewage Dwosal Systems) of the Eagle County Code on April 16,'.;19% and Apni 24, 1996. We have based our recommendations on tt14 subsea ace: pon ions encountered during our site visits. i on: �"he ler fr>r tltie :reeid$""ara'for a two beds, two bathroom, two-story log house Mthi a Walkouf basernsht artist's stLd'io'and another fixture bath. The total finish living er a is. apprrtxi tely' 22-00 square feet. h 4cat,nn of -tire proposed residence and the area for the sewege-disposal ft+etd are shown on figure Without .water conserving toilets, the ultimate Wastewater flow from -fts. residiih a is estimated' to average 300 gallons >per day (GIRD), as specified in the. File Ccunt�r::.ode. Th+ investigated ffe is a lot .of;41.73 c[ea on Missouri Heights. The p�`opa tY-is to'-#ae serve' d-by , well,. Icated on the western edge of the property above the buildIM6.Oite.:. . There is� ai ridge -pf-halt through the property and several pinion trees in areas above and -below the. i' 7eddow area: proposed for use for the septic system absorption area. 14owever,'.the broUnd surfade within this meadow area which appears natural slopes to the South at .a 16% grade.' 'i'tti" was a typical vegetation pattem of sagebrush, gr"ses and caCtUs.over thise.undisturbed areas on this portion of the property. P.O. B6jc 696T5nbW.fi tA4S-'V'x1t:aglmr CO $1615 Office (970)923•3289 Home Inc fax (970) 923•276b ­11 — I . _ v — — I t s J r — WU1 1YGLJUP4, I`IG WJ, L I V rHl3C G,3 Slater-prope�Y Septic .yetehi.Site Eveluetiorti }aril P '2 A soil proft. prt, .b elbw and 'within 10 feet of the proposed absorption area, was excavated to a depth of eight feet. No ground water was encountered in the profile. excavation. QedMok��esent within profile pit. There were a few loose cobble and basalt r6cks within tMe subsoil matrix. These racks were from three inches to eight inches -in diameter and intermixed with the subsoil beginning approximately four feet below the su+rfa textures encountered within the profile hole -�- a _r dish bririw clay l®arn t ut nineteen inches deep and care ous silty ciao► bout thb p, And then a matrix a careous, cotably 1 air o the ep he perooiab on hc�#ea finally �isod, at five and .� The 'ubuifasce soil" ca�ricitioris . were evaluated with the standard percolation testa procedures at *m epproxiiriate location shown on Figure 1. An initial test, using test holes 'dug 'by band from 'the surtace to a depth of thirty to thirty six inches, produced J results slightly slower'#herb the conditions necessary for a suitable soil (60 minutes per inch) and not considered satisfactory for conventional septic system use. It was - decided jo deeper the test holes and attempt another test in the ' same -area, but 'in a subsoil with. less dlay content. The. test holes that were file �, Were ore aced by hand -digging a Ornall hole :in the bottom of - vations_ The subsoil in WffiEffr is e , ing :was run, consisted of calcareous light red loam or clay loam. -`This soil way well aorisdlid�ated, and some tendenc tosw`ll G le smearing or . carnpacti6n was' observed in -the backhoe excavations. P'ertlatiain tr�stirig was perfdnned ' in the proposed absorption area South of the =9^ flagged building area..: The percolation holes were dug in the location of the proposed absorption fell +siid prepared earlier. Four inches of gravel wet'e placed in the bottom of each hole. The -boles were slug to a total depth of between 65 and 68 inches. The percolation holes were pre-soaked the day of the percolation testing by adding six gallons of Wbt6r t6 each hole in the morning. Water was them added twice more in the afternoon before beginning the'percolation test. The total presoaking period was eight .hours.... The 'results,of flee percolastiori testing are presented in Table 1. These results indicate the clay 106Msoils nave an average percolation rate of 31 minutes per inch and are acceptable for an 'infiltration'design for an on -site sewage system placed with the bottom. 6fthe a%sor'ptiori trenches of a depth of five and'one-half feet. U:jrr-Lr1DDo UO.Uc. D(VDZ13G10o DUI] I1qGLZ:)UN1 114tW�,L111 rAUL U4 Slater Froperty'::. ,tic. �y�te� •��it� •i�v�li�tiori April. 27, . Pajp • ' IViiinitnu�� •�ail�Me >Cral�n.�i� men#�: • . . The minimaam eagle Ccaianr requirements for this install are based on a system loaded at an average 'OU300 gallons per day. Th' would require a septic tank of 7.50 gallons and a mininium of approxim 2 square feet of standard absorption trench.* or 400,square feet `of'.1rifiltrator graveless leaching chamber sections. e -s ' 4tastewater. Disposal Design-, INe would reeat`ernrraend thdt:ym consider using a 1000 or 1250 gallon septic tank in to provide the required volute for detention time. The manhole lids of the tank should be brought -to he surface of the ground with riser ring assemblies. ` use of the "infiltrator" graveless leaching chamber system on this property is also worth consideting... "Infiltrator" leaching chambers in trench configuration rive a 5 a reduction ,ln ebsbrptiph area required under the Eagle County regulations. This reduction is bailed •on manufacturer's claims of available surface area .and storage capacity. the Manufacturer represents that the gravel has a masking effect on the amount. of infiltralhi.e surNee available in a gravel system. An approval of such a reduction has been awapted lay the Colorado Department of Health, Water Quality Control. -Division; Therefore; "thb lid 966$ted. system incorporates the alternative use of leaching chambers: as listed above. 74t construction technique reduces the trench area bottom 'square fboteoe requir'6mant to 401 sq. ft. With each leaching chamber footprint credited With 113.5 square f4at of absorption area the septic'system absorption field layout should consist -of two trenches, each fig feet long. The proposed design will, therefore, require a total of'22 sections of graveless leaching chamber units, eleven in each perall®I tr®rc.h. It is 9dvisable to excavate these trenches into the more parmeable subsoil; ,to a'depth-of five feet. These trenches should be excavated on contourtominiri iZe the depth of 'Oxcavation and the amount of disturbance to the existing vegetation, "5 hhe leaching chamber units should be placed in level, raked trenches acid coristru6ted vAh"in#erlocking connections requiring four 1" x 1/80 screws to ties the sectiOh9-to9Other, Reffieaich,has shown Iha"t' art alternating loading and resting cycle is also beneficial to extending the ueeMl life of'the absorption field by preventing some of the clogging that normally occurs_ -it i$ advisable to consider this distribution arrangement, if you feel u.ir ril r 1 3:30 CJ6: 0L 7 rUJ14.5L rob ZUt1 NtLSUN, NtWS, L I U VAUE 05 .hater i rtly Poge.4 .:.. :.. tha phang, tig Mnde eveiy. ix months is possible and would be routinely •accomplished.r this `array gernent you can use a splitter and alternating valve tee spedRically de0ig"r4ed to eg ealize the flow to the trenches and allow one of the two tr6nehas to•.rest for s.ix months'on a rotating basis. A diverter, valve, -such as the Zabel Z200-D tPlow 130eaor unit (brochure also attached) is placed between the septic tank an d thd. le,�ching tterritier trenches. The valve is connected to each trench with a piece of solid PVC..pipe, nd will allow one of the trenches to be set up temporarilyaS the sed6ndery absiirp#'iron arse n. a rotating basis. We also recommend that a drop .box be install at the far end bf each trench to allow any excess flow to enter tfte -resting treri6h' in the`event of- an unusually high wastewater flow that fills the chambers of *trerich t(i.c apacity_ , Thq'axae Hof IOW r4'W use toilets," fl�shirE on 1.6 gallons or less, is required and will further redbce the vwest it r flow to the system (from 300 gallons per day to an actual estimated flow Of epproxiihitely 210 gallons per day), However, we do not advise further reductions :ih ebsorption area size, even though it may be permitted by State and. iil.polioies . frrilieti r>wr- ''his report l"ia' s been prepared according to generally accepted practices in this: 'area for -use for'-savvage disposal design purposes. The conclusions and rerxorrirrmemletiiarr,.subtnitted'.'in this report are based upon data obtained from our site visits art the location iridldk,ted. There is some possibility that the nature and extent of variations in the ;>:6bsu`face soil across the .site may not have been evident at the time of this .inveati+ Lion; and may hetid additional evaluation if further excavation reveals conditions di rerttfrom thbse described. This office should be advised of any unusual situations ea ,.,es possible so we may reevaluate our recommendations. If YOU hive 'questlons or 0'-�fe tti�y be of further assistance, please call the office. sino:eroy, - .. . cc: g1dN eci'urynmiranrrterl Wealth � - - .J.r.r 1JJV VV. VL �fG7LJLf GG MUD ivtLaUN, rvtWd D y L i u FJAUE 08 Ltd i�rop-or ty M&64s. SM ..'j�t Dnve Le�a1 Cles iptian:'f T�ra�ci �f Land in NE-114NE114 Section 33 T7S R87W Naiii r.:`. �W:..: har 'dater Excavating Contractor. Ora mm' ffijilders,_Ltd. Narne Braeb_ urn Builders_ , Ltd. Address: P. O, B09 1247Address'P. O. Box 1247 i� rbiDrld�le. GCS 81623 Carbondale, CO 81623 ...Phone M3 0074 Phone 963.0074 Sunn l i�ierg Smesiradlrfacts .rtextoved' Yes 0 Gravel Mdcd :'Yes rNo .Bate atad'i'ime ' water a�idecl 4N A 9.45 ,tit o Amo.0 t 6f pr o wik watet addod. Is awfoias per'test 1kn3k o Water'timiti,tti in.holes der initial presoak period? Hole l:..Y 3i: 'I+7ei k'erc4tt#kan iir� 1'��bptserrAe+n�: If�ie t':.. 3� �fiiatet�s/ir+ch ` Hole 2; 20 ant1UU, teV:1ncit. ` .. . : Hole �::A+ty >�iiinutesdiiach • � AVV.RkGE -3:1~ritiihap in G�rrd�vater: ® Not Encountered at 8 ft.. o Estimated depth to high swsonat WMar it not eacountered- 250 feet a Is area believed to be subject to seasonal fluctuadons which could result in a seasonal water table? _ Yes X No Slue iu absorption area 15016 to the South Bedrock . • Not Ewounteted o Estimated depth if not encountercd,;20 flat o Type of bedrock; Sandstone _ Claystone —Siltstone X. Oeher:Basalt X Fractured Weathered o Is bedrock believed to be permeal5le? X Yes —'No I certify, that the above infdrmaiioe7 is correct artd complete to the best of Amy knowledge and that all Pests arere perfonned in acoDrdance with the provisions of Eagle County Individual Sewage Disposal System Regulations, Section 4.05.01 through 4.05.08. Rob ft ProOldOM P.b. Box 6961. S owniass �Jliag+e, CO 51615 Office (970) 923 * 3289 Hothe 8r fax 197D} 923 • 2766 ISDS Permit #/-�;611 IS Final Inspection Completeness Form ✓ Tank is �ay gal. Tank Material���i'� 1 Tank is located ft. and 1�degrees from G�2�26Lv (permanent landmark) Tank is located ft. and degrees from (permanent landmark) Tank set level. --,/—Tank lids within 8" of finished grade. Size of field IV5 ft2 3<v units lineal ft. Technology ,t1nA (fi e Cleanout is installed in between tank and house(+ 1/100ft). T/ There is a "T" that goes down 14 inches in the inlet and outlet of the tank. i l �%/ nle and outlet is sealed with tar tape, rubber gasket etc.,�A, Tank has two compartments with the larger compartment closest to the house. Measure distance and relative direction to field. _I/ Depth of f ield�j� ft. AeIU4 Soil interface raked. d� b✓ Inspection portals at the end of each trench. —_ Proper distance to setbacks. _d/ Chambers properly installed as per manufacturers specifications. (Chambers latched, end plates properly installed, rocks removed from .trenches,, etc.) �a l` Other Pew�i G� 5� �/ mil, .! 7c� �Z'�� " q Inspection meets requirements. Copy form to installer's file if recommendations for improvement were suggested. ACTION TAKEN: Setbacks Well Potable House Property Lake Dry Tank Drain Water Lines line Stream Gulch Field 100 25 20 10 50 25 10 10 Tank 50 10 5 10 50 10 * 10 JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE 1 : ......7.-1........� ..........�...} . M W ! 2 4.1 19ag'e Sneeisl 205.1 (Ydaaea! /Nees/,a Inc.. Groton. Mass. 01471. To Order P40ME TOLL FREE 1-800.225.080 1569-96 Tax #2391-342-00-001 JOB NAME 0758 Paseo Dr. SLATER El Jebel JOB 1V0. P 0 JOB LOCATION GILL TO DATE START D DATE COMPLETED PATE BILLED c 3 ' %e 4 , c voi �,� " A . ly 22 iiio /1 k �( �i'rc a� /&j n J�,f JOB COST SUMMARY .sly: g 23 `ib lu TOTAL SELLING PRICE TOTAL MATERIAL D G TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JQOST GROSS PROFIT CE, LESS OVERHEAD COSTS P�lR'41 -� 1 _— ` s- ✓ .. � ` iA .t ,� _= a•, "� `tea ° - . _ � . -� I �%a-7/� �r u�;1�YQ /zz//z� l