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HomeMy WebLinkAbout1182 Beard Creek Rd - 194332308001INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 2176-02 BP NO. 13955 OWNER: SCOTT AND JANE CLIVER PHONE: 970-926-4938 MAILING ADDRESS: P.O. BOX 333, EDWARDS, CO 81632 .APPLICANT: SAME PHONE: SYSTEM LOCATION: 1182 BEARD CREEK RD., EDWARDS, 901943-323-08-001 TAX PARCEL NO. 1943-323-08-001 LICENSED INSTALLER: CLIVER DEVELOPMENT, SCOTT CLIVER LICENSE NO. 49-02 PHONE: 970-280-5995 DESIGN ENGINEER: CHURCH & ASSOCIATES, ED CHURCH PHONE NO. 303-463-9317 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 6 BEDROOM RESIDENCE 2000 GALLON CONCRETE SEPTIC TANK, 2263 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 73 INFILTRATOR CHAMBERS, AS PER DESIGN SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER'S DESIGN ADDENDUM DATED 4/25/02, IN TRENCHES VIA SERIAL DISTRIBUTION, WITH A CLEAN -OUT BETWEEN THE TANK AND THE HOUSE, AND INSPECTION PORTALS IN EACH TRENCH. EXCAVATE ALL TRENCHES SIX FEET AND BACK FILL WITH FOUR FEET OF COMPACTED SAND AS SPECIFIED BY THE DESIGN ENGINEER. OMIT THE DOSING TANK AND THE DISTRIBUTION BOX FROM THE DESIGN. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS. RAKE ALL TRENCH SURFACES TO PREVENT SMEARING OF SOILS, AND DO NOT INSTALL IN WET WEATHER. THE EXISTING TANK SHOULD BE PUMPED AND FILLED WITH DIRT, AND THE OLD LEACH FIELD IS TO BE ABANDONED. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR THE FINAL INSPECTION PRIOR TO BACK FILLING THE INSTALLATION OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED /UNfILWSIJArC SIVEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: DATE: MAY 3, 2002 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 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 WILL RESULT IN 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: 2263 SQUARE FEET (VIA 73 INFILTRATOR UNITS AS PER DESIGN ) INSTALLED CONCRETE SEPTIC TANK: 2000 GALLONS IS LOCATED 190 DEGREESAND 28 FEET INCHES FROM THE CLEAN —OUT ON THE SOUTH SIDE OF THE HOUSE, COMMENTS: THE FINAL INSPECTION WAS DONE BY RAYMOND MERRY OF FAGLF. COITNTY F.NVTRONMF.NTAT HEAT TH AND THE DESIGN ENGINEER ON MAY 24, 2002. THE FINAL ENGINEER CERTIFICATION AND AS —BUILT DRAWING WERE RECEIVED ON JULY 11, 2002. THIS SYSTEM IS LARGE ENOUGH TO ACCOMMODATE A SIX BEDROOM HOME. ANY ITEM NOT MEETING REQUIREMENTS WILL B 'B' PROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVA DATE: JULY 12, 2002 Incomplete Applications Will NOT Be Accepted ��� (Site -Plan MUST be attached) ISDS QPermit # CZ/ Building Permit # -i, ,5 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. BOX 179 EAGLE, CO 81631 { Eagle (970)328-8755, Fax (970)328-0349, El Jebel (970)927-3823 **************************************************************************** * FEE SCHEDULE * APPLICATION FEE $350.00 * THIS FEE INCLUDES THE ISDS PERMIT, SITE EVALUATION (PERCOLATION TEST, * SOIL PROFILE OBSERVATION) AND FINAL INSPECTION * ADDITIONAL FEES MAY BE CHARGED IF A REINSPECTION IS NECESSARY, OR A * PRE -CONSTRUCTION SITE VISIT OR CONSULTATION IS NEEDED * REINSPECTION FEE $47.00, PRE -CONSTRUCTION SITE VISIT FEE $85.00 * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" **************************************************************************** PROPERTY OWNER: �CCJ j an r- C C LOP l" MAILING ADDRESS: PQ 13o X S 3 3 �d- U-Urds CO PHONE: ^ 6 526 - APPLICANT/CONTACT PERSON: PHONE:gZ0 �v"s9y5 LICENSED SYSTEMS CONTRACTOR: T C t / GAP (/' PHONE: COMPANY/DBA: CI I V a- IJeVe Q0fheAfADDRESS : r' PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION (/ ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: 1j,(,0 Cry ,o'Ce Tax Parcel Number: _ JJQ " J� 00� Lot Size: C2C2-O'>`/ Physical Address: /V C�✓G( �/�ie j� - �e.G2i'AS BUILDING TYPE: (Check applicable category) / (�/) Residential/Single Family Number of Bedrooms w ( ) Residential/Multi-Family* Number of Bedrooms _ ( ) Commercial/Industrial* Type *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: (Check applicable category) ( ) Well (vS Spring ( ) Surface ( ) Public Name of Supplier: APPLICANT SIGNATURE: ' ( Date: 11"L166 AMOUNT PAID: ( )� ? V J RECEIPT #: f-�..� (�J DATE: a h �T CHECK #: 2(U CASHIER: Jul 11 uC u.7:.7.7a CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS July 10, 2002 Scott Cliver PO Box 333 Edwards, Colorado 81632 Subject: Installation Observation, Proposed C'liver Residence NE 1/,, SE i/,, S32, T4S, R82W 1182 Beard Creek Road Eagle County, Colorado Job No. 14770W Mr. Glivcr, As requested, we observed the installation of the onsite wastewater system (OWS) for the subject site on May 24, 2002. The system was designed under our Job No. 14770W, dated April 15, 2002. An addendum to the OWS design was provided on April 25, 2002. The system includes a 2000-gallon, two -compartment, pr ecast concrete septic tank and five serially distributed gravelless chamber -trenches with four feet of imported sand filter material. Trenches `A' have one row of 15 chambers, and trenches `B' have one row of 14 chambers, for a total infiltrative area of 1131.5 square feet. An as -built drawing is included as Figure 1. Church and Associates recommended 1) a dosed drain field due to the imported sand filter material and 2) an effluent filter. The homeowner decided against both of these items and is assuming the risks involved. The components of the OWS were installed in conformance with our plans and specifications. If there are questions or if we may be of further service, please call. Sincerely, CHTJRCH and Associates, Inc. Edward O. Church, P.E. 317: EOC/tip/erb 2 copies sent Fax copy to Eagle County Environmental Health Department, 970-328-0349, Attn: Ray Merry DENVER 4501 Wadsworth Boulevard Wheat Ridge, Co 50033 CASTLE ROCK 303,660.4358 303.463.9317 Fax; 303.463.9321 EVERGREEN 303.816.1455 LOVELAND 970.683.2124 TI 11 -4I- 7UII MQ-Tr)-CC3 'I C rni IF.ITV CFJII Ur-ni 7U onr=.J L Qrn - c ,d 0 [3� C q 0 z 0 111 IVJI I 1 II IJ llll ll ILti.I J IJVJ Vl W'J JJ VV 1 II — l.e — Y Y II U m �ma: Do L rnr-m>m N_ M rd Til A - T— rnrn-�3Acn MM_ D — i C7 3 �Z>� Cm1 r-MMM jj 1 7 cnz-q _-j QT-im 71Q�30 m ���� D � 0 0 - .� U00 \,\ 0 m Nr— ..1 -rn 4i > w ,_- 0 M, g•d e9R:Rn 2n TT Trii dAt, a y , ' s•wf:: v_ (1 CMQ a t� > rn;0m Ln C vC FE GOSE906 OL6 JaAI13 0 aip ��o�S WSRaRn in +e2 son nf,t- 10 uc uo; I CN P. zi TABLE 1 100NIn - EfiGQLATIQN TEST RESULT$ i i S2 JBeard Greek Road Eagle County, QQloradO PRO - 4: 0.5 ' 1 ISand, slight[ HOLE NUMBER DATE QIw TEST: 4/3102 medium dare, moist, bmn Atiif3. DEPTH TWE DEPTH DEPTH CHANGE, INTERVAL PERC- HOLE INTERVAL, START; END, 4NCI;E;s} RATE PERC. RATE, HOF (MINUTES) (INCHES) "WHES) tmrlI (INCHES) MPS JOB NO. 14770W nDO- iC_!DMrA0 TI IC OAZI.00OM TM-Cri!'I C fi,f iki-rV Ckff f UErnl TLJ Or,/-•C.M r4 Nil I 0 "VF- LU UC UOi 1CN F.0 TABLE 1 - PERCQjLATION TEST RESULTS i 182 Beard Creek Road Eanie County, Colorado PRO -i: CAFE OF TEST: 413102 DEPTH TIME DEPTH DEPTH �OE, CHANGE, INTERVAL gE.�C. HOLE �L INTERVAL, START, END, (INCHES) RATE PERC. RATE, NUMBER HOLE, (M.-N ;TES) (INDt�a1 (INCH ESI ("P0 (INCHES) NtPI 1 37.5 15 22.40 25.50 3.50 4 15 18.00 25.00 7.00 2 15 17.75 25.00 7.25 2 15 18.75 24.00 5,25 3 15 24.00 27.00 3.00 5 15 16.50 23.76 7.25 2 15 23.75 28.25 4.50 6-3 15 28.25 31.50 3.25 5 5 2 21.5 15 5.00 8.00 1.00 15 15 �.00 7.00 1.00 15 7.00 7,75 0.75 20 15 1y 7.75 8.00 0.25 60 60 15 8.00 8.50 0.50 30 15 6,00 6.75 O.75 20 15 6.75 7.50 0.75 20 15 7.50 8.00 0.50 30 3 27 15 8,25 10.00 1.75 9 15 10.00 11.00 1.00 15 15 11.00 11.75 0.75 20 15 11.75 12,25 0.56 30 15 12.25 12.75 0.50 30 _ 15 10.75 11.so 0.75 20 15 11.50 12,00 1 0,50 30 15 12.00 12.50 1 0.50 30 30 308 NO.i477OW r ;MM d r -,r -w :1 Sf f->, , w7MM T t . c'r .r f C r i .f WsTV CS.x i L1cr }I ru Grlf_'C - O ISDS PERMIT # PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEATLH .OWNER: Cb if C / lnJe -PHSYSICAL ADDRESS: _ LEGAL DESCRIPTION: MAILING ADDRESS: TYPE OF DWELLING: ` _ r NUMBER OF BEDROOMS - TEST HOLES PRE-SOAKED: YES NO T SOIL TIME WATER DEPTH INCHES OF FALL RATE PROFILE nI mmmm mmm-- - mmmmmmmmm--- TIME TO DROP LAST INCH: PERC RATE: MINIMUM LEACH FIELD SIZE:T MINIMUM SEPTIC TANK SIZE: C 4j,Z ,�—, I,- // J 6 S 11-7 1 ENVIRONMENTAL HEALTH SPECIALIST DATE Y,' 3 c 4,,, fens 3f fl�f- G.7 4iC-1C-:'T-t.K . 4501 WadSWOT h BiVd. Wbffea$ RiGyc, CO- =3a Castle Rock-3034380-435 FAX 303-663-1249 Pine unuUon"s03-8i6-1456 i "-." 303­,8416=1942 Loveland 970-663-2124 FAX 9;EMB3-2181 To.. Q" T u Alan' lei rA Y c'Se 1H @Q pho , -': F= 3034s3-9321 from.dim Dafe. 4 "25 - dz Fax No. D _ ! 26 - 'SO ► 3 �-- t� Urget G for % 0 — ftqU6�of ❑ Please Reply Fax: rG ..ru VcB avrrTl PAGES ) (Zj�q�t.,Ui"FIilE� �.Vvct-� vra�Ly r,OG—OC_^ir fa'� r"I 1 rad . 11=m Tr,. Cr,,-[ C e�rd 11.1-V r111 I LAr'r,l r" r,i ,rr. A a, P. e- CHURCH & Associates, Mc. ENGINEERS & GEOLOGISTS April 25, 2002 Scott C� v PO Box 333 Edwards, -Colorado o6532 Subjects OWS Design Addendum, Proposed Residence ATE 1/4, 5E t , vz32., T4S, R92W; 11Beard Creek road Eagle County, Colorado Job No. 14770''V Mr. Cliver, -" t'0:5r / A Per discussion with you and Bill Carlson, we are providing the following addendum to our April 15, 2002 OWS Desigiii. You have requested the reimovsl o, the dosing device from the -OXNTS. Based on the m„xh larger size req,,fired by Eagle County, we understand your desire to delete the dosing siphon. Based on the EPA Design Marcum the LTAR. for a 28 MPI percolation rate is 0.6 gallons per square foot per day. Using the LIAR, a minimum of 73 chambers is required. Instead of four trenches with. 12 chambers, the installation will require five trenches, three --rith 15 chambers and two with 14 Chambers. An alternative is six trenches with 5 trenches with 12 chambers and one trench with 13 chambers. The trenches must have four f6et of irapoited sand filter material. The sand should be compacted) due to the absence of a. dosing device. `,ode believe there is the potential for differential settlement of the sand in the trenches without the dosing siphon, We are also concerned about water quality from bio-zone plugged serial distribution trenches required ley Eagle County. With the recognition of the potential issues; you crust beware of risk with the design. if there are questions or if we canoe of further service, please esii, CHURCH & Associates O. Clw.nch, P.E. EOC/trp 2 conies wnt and FAX to 970-926-5093 Copy faxed to WMiam Carlson, F-4e County Department of EnvironmenW Health, FAX 970-328-18788 DENVER 4505 Wadsworth Boulevard Wheat Ridge, Cd $0033 CASTLE ROCK 303.666 4359 EVERGREEN 303-816.1455 303 a5.3.5317 Fax- 303AW.9'M LOVELAND 970.683.2124 WE5rFRN SLOPE 970.948.56Q3 nrn _ = r..rr. -ri 0 1 ,-.4 . 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NC-j'\EEFrS & GEOLOGISTS ,,.prl 15, 2002 Scott clever 1182 Beard Creek Road Edwa�ds, ` ok"do 81632 8u,,jea: SUtjsurfacv Investggion and OWS Design, Proposed residence NB t/,, SE 114, S32, T4S, R82W, 1182 Beard Creek Road Eagle County, C010r-A0 job No. 14770W Min Clh-er, As requested, we have performed a su&ce investigation and deigned. an onsite wastewater system (OW,qi for the proposed residue. The percolation test was performed on April 3, 2002. SI-TE CONDMONS "file lot is located in a rural residential area in Eagle County, Colorado, where OWS are required- proposed drain held area has a slope of i "o to 20% to the west and a nwdemto cover native sagebr 1 andjunipa trees. The site will be served water by a cotrtmunity spring located off the property. A six -bedroom ref is p , at the location presented on Figures 1 and 2. The OWS was sized based n 6 bedrooms 90 Gallons Per Day {GPDj using Eagle County Environmental Health Depsa>�xnent ua f 75 gallons per day per person- '�.s `_ - g with P factor of 1.5 is 1350 GPD. The loading includes washing machines garbage grinders.n W1 N-IjBSuRIFACE CONDMONS A subsurface investigation was performed by digging four percolation holes, 21.5 to 37.5 inches deep, and one profile pit at the locatitm indicated on figure 1. SubgMfilce materials in the profile pit consisted of 6 inches of topsoil, urideriain by shgL* clayey, slightly silty sand to 1 foot, underlain by very weathered, pervious fractured bedrock to the maxitnum depth explored of 8 feet, rdo ground water VM encour tered ts indicate percoku-ion rates of 5 to 6o mutes per inch 991). The avera col ation rate Q Q is 28 Ml'I rcolation data is presented in Table 1. c%� ; J Z S i � G �e� i IS �% 3 ()MM NDATIONS The OWS should include installation of one 2000-gallon, two -compartment septic tank with an effluerit finer on the outlet followed by a dosing bon tank a4 four gravelless chamber -trenches with imparted sand filter material as presented on Figures 2 and 3. The percolation rate is 28 MPI, which is also equivalent to a sand filter application rate. Each french should have 1 row of 12 c. lbers for a toW of 48 charbn and 744 square feet of infiltrative area. Perforated 4-inch PVC drain field pipe should be placed on sand surface to distribute effluent throughout trenches, as indicated on Figure 3. Trenches should be 4istaIled no CASTLE ROCK 303.660.4358 DENVER 4501 Wadsworth boulevard Wheat Ridge CO 80033 EVERGREEN 303.816.1455 303.463.93i T Fax Q3.463'�32t 1NCSTER VStCFF Ulf)- 8.5W5 rIGG-�f C-!3 ,WXM -ri iC roil. inC-'MM TrI. M-}r-j C rf-11 1ki-rV =K11 I UEn] TLJ or"--=- o "VI- io uc u'3: 1 t(+ P. 'J Subsurface investigation and OWS Design job No. 14770 Page 2 deeper than 3 feet. Infiltratort) CcxttOe 4 15 degree wedges may be used to conform to the topography. The CAWS design is based on an average sewage load of 900 GPD and a percolation rate of 28 WI. A cmci-ete dist--but#on box and p } djobution is proposed for the trenches. An alternative to the dosing siphon and concrete distribution box is a pump and Flow Splitter Basin. In either case the distribu- tion should be checked after 1 year to corm even distribution. Movement over the drain field trench bottom during construction should be kept at a. Minimum to reduce can;pacti n of the rf*eiving soils. The bottom of each trench should be scarified with a pick, shovel, or backhoe bucket teeth prior to the addition of sand. OPERATION AND MAINTENANCE The owner rnnist Malize an OWS is dzferem from public sewer service, and must assume the responsibility for r intenance of the OWS. The system is relatively maintenance free, but the owner must have the septic tanks pumped. In the absence of a monitoring lnogrW4 the septic tanks ,should be pump and the effluent filter cleaned every two years. There are daily considerations, such as not putting plastic or other nonbiode- gradable material into the OWS. Water use must be monitored so toilets axe not allowed to run when --- zk md&nction. To illu� � the point, a namingam toilet can consurrle ►n exams of 1000 GPD. A loading; of 1000 GPD could flood and ioreparably harm the OWS. The loading from the backwash of a water softener may be harmful to the OWS. A separate dryweli should be constructed for the backwash waste, if a softener is installed. Chemically treated water from at swmming pool or -spas should not be i€ttroduced to the OWS. An OWS desiW rues installation by a contract©r who is exprienl itr its installation Our investigation, layout, design and recommendations are based on data submitted_ If subsurface conditions considerably different from those descried m this report are encountered, we should be notified to evaluate the effect on the proposed OWS- If the health department snakes modifications to this design, we should be contacted to evaluate the impact on the performance of the OWS. All construction is to be in accordance with the ISDS regulations. Pipe type and size, burial requirements, septic tank owistruction, and other sta Lions, which are not depicted in our report, are to conform to the requirements of the ISDS regulations_ The installer of the system is to have demonstrated knowledge of the Eagle County ISDS regulations and requirerfxents. If there are questions or if we can be of further service, please coil.. The project der is Tv-tt Pam• CHURCH & Associates Inc. Edward O_ Church, P.F. F-()C/ttp 3 copies for detiivery, C.O-D. Copy faxed to William Carlson, Eagle County Department of Environmental Health, FAX 970-328-9788 rikOO—IC_=ArA t Tf fC f-AA-rmCOM TM -Cr x=i C r ti d H I —I J =kII 1 UMrII -r J nr+r- au uc u-a: Iur P. t 4501 Wadsv folrfh Blvd. Wheat Fridge, Co. 8€ 033 Gast[e.Rodc 343-6604368 FAX 303-663-1249 P{;te j!JOC�.Dn 3D"16-1455 FAX 3G3-816---1 2 Loveland 970-663-2124 FAX 370-66&2181 FaX To, frorm P—M Lr vt; .wa..+ Lf Fofi Review Datw Fax: Fax: E3AsRe CHURCH,V. ASSOMATES, IQ phone.. 30 317 F= -993V Q please Re[ r,MM - 4 C - -%nnn TI 117 0-1 . rA='Mt 1 TM. C'r ir_i C I -MI I1.ITV CV.II I LJCf11 TL I dtl( c, - -1 nF+r- 40 uc tc-ctly r" PA 1 g, 200214 Scott Cliver ` n 1182 Bea�,d rre .,turd Edwards; Colorado 81632 Subject, Suvatiriac mvestigation and CYWS Dessvgn Addend,, Proposes?? ,dercc NE l4, SE 1/4, 532, T4S, R82W, 1182 Beard Creek Roar! Ce;:.nty, Colorado Job No. 1477OW Mr. Cliver, Per discussion wIth -andBill-Carlsm; =we are pro di.:;g i;,,e fc loV�g addendum to our April 15, 2002 i he , ,uiDesigrl. The question was whether we had designed the OWS based -on b .b oon2, •,,�,� �c�i -is eve hac}- The required eh is we Used- tk Perwlation rate to size the drain Meld, and Eagle County is rec}uiting the size 1'e baste on a Long Term tY atzce ate (LT .The nor n Riw s, Ve led taus, and w � �.w;� 0f d-� �ul-�guz�rtion vrilt fallow. Based on the EPA Design Manual the LTAR for a 28 NTI percolation rate is 0.6 .gallons - squares �t th 12 per ' - 1 g' t he ,TAR, a mtrrr of 73 ch�R-r; chambers, the installation will -require five trenches_, three v'th 1 �e and two wi 14 wnIn-stead of four her : �* atFern e u :s with J trVIChes with 12 clambers and one trench with 13 chambers. if i Ei a are auest'9ns or if we can be of ftu'ther service, please call. CHURCH & Associates Edward 0. Church, p EOG,t-p- 3 copies sent and 1~AX to 974m926-5(193 Copy faxed to William Carlson, Eagle County Department of Environmental. Health, FAX 974-328-8798 DENVER 4501 Wadsworth Bonievard Wheat Rldga, ,�-o 80003 3014€Z9317 Fax.- 203.-400.032 i CASTLE ROCK 3o3.&O.4359 FVFRGAEEiV 303.616.4468 LOVELANO 970.663.2124 'NFSTF�tN C1 nor awn— r...... 300_4 � +_�rfn1 Till i OA4 - 4 7QM Tr i - Cilf_Y C rfMl 1k1TV Ck{I I Lci yI —1 U MCI=- ri E.,E HENDE-R-SON)SN'1DER PARCEL Nri i,w -SF/4, S3Z T4S, G V Y 1182 SEAR D CREEK ROAO A LE COUNTY, COLORADO j APPROXIMATE CENTERLINE (� to, mATERLINE EASEMENT EXISSD l[y 4-BEDROOM RESIDENCE TO BE REt SITE PLAN jCE NO. 14770W PROPOSED 6-13EDROOM REWENCE FIGURE 1. QPP-I h-rMMP TI IF Intl - 91rPM Tn- PMf-,l F f n1 1WTV M\111 Wr:CJ TW onf=: • A EAGLE_. JNTY DEPARTMENT OF ENVIRONW" 7AL HEALTH Box 811 6th & Broadway Eagle, Colorado 81631 PERMIT N® 129 (this does not constitute • a building or use permit) Owner Shirley Henderson System Location (see map) Licensed Contractor Hobbs Excavatina * Conditional Construction approval is hereby granted for a 1250 gallon XX Septic Tank or Aerated treatment unit. Absorption area (or dispersal area) computed as follows: Perc rate 1 inches in 30 minutes 10 000 sq. ft. absorption area per bedroom # of bedrooms x sq. ft. minimum requirement May we suggest 1,000 sq. ft. of drainage field Z�- %� �� Date Inspector ��'�' FINAL APPROVAL OF SYSTEM: W 0PNaa"t = q t? S- No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled. system is approved prior to covering any part. ✓ Septic Tank cleanout to within 12" of final grade or aerated access ports above grade. ✓ Proper materials and assembly. ✓ Adequate absorption (or dispersal) area. Adequate compliance with permit requirements. Adequate compliance with County and State regulations/requirements. Date 8 Inspector W . n RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All .installation must comply with all requirements of the County Individual Sewage Disposal Regulations, adopted pursuant to authority granted in 25-10-104, CRS 1973 amended 25-1-614, CRS 1973 2. This permit is valid only for connection to structures which have fully complied with County Zoning and building requirements. Connection to or use with any dwelling or structures not approved by the building and Zoning office shall automatically be a violation of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Section 11I, 3.24 requires 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 con- tained in the application of permit commits a Class I, Petty Offense ($500.00 fine - 6 months in jail or hnth_ ENVIRONMENTAL HEALTH PERMIT NO. P.O. BOX 811 EAGLE, COLORADO 81631 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT Name of Owner: Address of Owner: PERMIT FEE $25.00 N° 31'7 Is facility within boundaries of a city/town or sanitation district? Distance to nearest sewer system: Location of Proposed System: c-nf4,!� Legal Discription: Type of Structure: Single Family Dwelling ( L-1-0-ther: No. Bedrooms & Water Supply: Private Well ( ) Location: Distance From leach field:.'� %.j Size of Lot: �% - Public Water Supply: ti n An appropriate plat plan must accompany.site inspection for this application showing required information. (See attached sheet.) The individual sewage disposal system will be constructed and installed in accordance with the l regulations governing individual sewage systems within Eagle County, and shall comply with House Bill 1553 CRS 66-14, 1973. Payment shall be made to the Eagle County Treasurer. Permit, upon approval of this application, may be r obtained at the Eagle County sanitarian's office. Appointment for final inspection must be made prior to construction by contacting the inspecting sanitarian. [Phone 328-7718 between 8:30 and 9:00 AM.] Refer to permit number. No approval will be given on any system without final inspection. Name, address, and telephoe,,9f person responsible for design of system:�li' The undersigned acknowledges that the above information is true and that false information will invalidate the application or subsequent permit. SIGNATURE OF APPLICANT: Date: / / (This application becomes invalid 6 months from above date.) HEALTH DEPARTMENT USE ONLY Percolation Information: v/G"'Z Tank Capacity:_ Z�` Q gal. (minimum) Absorption Area: ,Z n 0 Q I Sq. ft. (minimum) REMARKS: APPLICATION IS: APPROVED ( kA DENIED Permit No. Fee Receipt: File: r� The above individual sewage disposal system was installed by AND HAS BEEN INSPECTED AND APPROVED BY A REPRESENTATIVE OF THE EAGLE COUNTY HEALTH DEPT. Date: ©- -�� Sanitarian: e4,� P1,11COL "T1014 T,','ST Fee: $ 50.00 IPT)Iic,-tion No. Dermit No. Owner: Lernl Description:. Type of D%vellin,-: 111'72C No. of Bedrooms: Date of T' est. Denth of Holes: Diameter: Tyne of Soil: -Loc-,,tioa of Tes:t Holes: Test hole xvas nreso�ked from: Tivie, Dz to -Time - e TIME WATER DEPTH NCHES 'OF FALL RATE --71 2 3 1 2 -El L 1 2 3 1 2 3 3 -/:00 3 LL -. 0 -t-u .''Percolat-ion Rate: 2 site livs been w �en reviewed- and tested fox Percolation. IPPROVPL DISIPPF,.'OVPL DPTE: F)o i k I'd. E-W&CI-1) R.P. S. • `1-10 County dal AAW COMMUNITY DEVELOPMENT DEPARTMENT (303)328-8730 EAGLE COUNTY, COLORADO February 3, 1995 Holly Synder P.O. Box 434 Edwards, CO 81632 Dear Ms. Synder, 500 BROADWAY P.O. BOX 179 EAGLE. COLORADO 81631 FAX: (303) 328-7185 For your exemption plat process, Eagle County Environmental Health Division has reviewed your Individual Sewage Disposal System(ISDS) Permit #129-76, serving your residence located on 1202 Beard Road, Edwards. Our records show this lot to be parcel # 1943-323-00-008. Eagle County Land Use Regulations, Chapter IV, Individual Sewage Disposal Systems, 4.03.01 General Sanitation Requirements states that the owners of.any structure where people live, work or congregate shall, insure that the structure contains adequate, convenient, sanitary toilet and sewage disposal systems in good working order. File search found the original ISDS Permit #129-76, dated 10/8/76. The system is permitted for a two compartment 1250 gallon septic tank and 1000 square feet of absorption field. Your system was permitted on a 30 minutes per inch percolation rate allowing for up to, but not to exceed, a four bedroom house. The Environmental Health Division requires that you submit your septic pumping report or a copy of the pumping receipt so as we can confirm that your septic system is functioning properly. This condition needs to be completed to show its compliance with Eagle County Land Use Regulations, Chapter IV, Individual Sewage Disposal Systems. If you have further questions regarding this correspondence, don't hesitate calling our office at 328-8755. Sincerely, Jeff Fedrizzi Environmental Health Specialist cc: ISDS Permit file #129-76 Kathy Eastley Ray Merry - MVC-001 S.JPG Page 1 j-SW # Q1'76A -oa r wclo., apt" Ray Merry - MVC-002S.JPG Page 1 IS8S�# ")176A-64 4-. • it _ � - ..-, 1 �I,�nY �r�_I_��GJLi•�_�r.�R.�jj"-�'1a.L-a� � •- Ray Merry - MVC-004S.JPG Page 1 I SOS h/ - oc� -1 l- *r . . w • x � ��'a^ '•mil r ti � � - • .t[ w!� y . r a. �• f ` Its _ -:4., Liiap-, 4r'� 0129-Scotr_ville Edwards �4")--3.)-3-zk-�.o'" P176A-02 Tax #1943-323-08-001 JOB NAW- 1202 Beard Rd HENDERSON Henderson/Snyder Parcel CLIVER 182 Beard Creek Rd., Edwards JOB NO. 1515Y' BILL TO DATE STARTED DATE COMPLETED DATE BILLED n L - � ,-©j SS" , � Cif S"- � �� / ; �_ f e ^ i1 f �CS c,.s i � S��• ; % -_C� U L � �•� S, � i� S' r� Jn� L JOB COST SUMMARY IJ TOTAL SELLING PRICE Z'� / '-7 / TOTAL MATERIAL 0 TOTAL LABOR INSURANCE SALES TAX Z ©Z- MISC. COSTS C Scz 'J < 1 c ;mac s � ' �f ' ,�' �/ �� f� / ! l � / �/ , / / ` W61'u rclt t /�Ssa c Sa d /�d� TOTAL JOB COST -tea 1 s" � S a GROSS PROFIT Jrn/o J, ,� ` i LESS OVERHEAD COSTS % OF SELLING PRICE / 1, ,,�e,�• WaL " 4ce,.- fi`" NET PROFITI L-001 JOB FOLDER Product 278 ®o NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MASS. 01471 JOB FOLDER Printed in US.A. I