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Home My WebLink About2255 Emma Rd - 246511400003INDIVIDUAL 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. 2028-00 BP NO. 13321 OWNER: MARY GAIL CARUSO PHONE: 970-927-3666 MAILING ADDRESS: 2255 EMMA ROAD, BASALT, CO 81621 APPLICANT: RICK MANDELL PHONE: 970-927-3666 SYSTEM LOCATION: 2255 EMMA ROAD, BASALT, CO. TAX PARCEL NO. 2465-114-00-003 LICENSED INSTALLER: DREAGER EXCAVATING, GLENN MEEHAN LICENSE NO. 14-00 PHONE: 970-927-3431 DESIGN ENGINEER: CHURCH & ASSOCIATES, INC., TIM PETZ PHONE NO. 970-945-5803 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 4 BEDROOM RESIDENCE %+er j 1000 GALLON BAFFLE -LESS SEPTIC TANK, 1000 GALLON 2-COMPARTMENT SEPTIC TANK WITH AN EFFLUENTIPUMP IN THE 2ND COMPARTMENT, 1209 SQUARE FEET OF ABSORPTION AREA, VIA 39 INFILTRATOR UNITS, AS PER ENGINEER'S DESIGN SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN REVISIONS DATED 9/7/00. RAKE ALL TRENCH SURFACES TO PREVENT SMEARING OF THE SOILS AND DO NOT INSTALL IN WET WEATHER. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS. THE ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. DO NOT BACK FILL ANY PART OF THE INSTALLATION UNTIL THE ENGINEER HAS INSPECTED AND APPROVED IT. BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN APPROVED. ENVIRONMENTAL HEALTH APPROVAL: DATE: SEPTEMBER 8, 2000 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: 117A SQUARE FEET (VIA 38 TNFTT.TRATnR TTNTT$ ) INSTALLED 1 St CONCRFTF. '4.''71TTTANK: 1 75() GALLONS IS LOCATED —N—DEGREES AND 40 FEET INCHES FROM DIRECTLY NORTH QW)THF CT FANOTTT _ THTS TANK CONTAINS AN EFFLTJENT FTLT .R ON TTTF. OTTTT.F.T_ INSTALLED 2nd CONCRETE TANK: 1250 GALLONS IS LOCATED DEGREES AND FEET INCHES FROM DIRECTLY NORTH OF THE 1st TANK THIS TANK CONTAINS A DOSING PTTMP. COMMENTS: ENGINEER'S FINAL CFRTTFTCATTON AND AS—BLTIT T DRAWING RF.CFTVFT) .TANTTARY 9, 2001 - THTS SYSTEM IS LARGE ENOUGH TO ACCOMMODATE A FOUR BEDROOM RESIDENCE. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL jQjb)_Q-:,:77k/tAYr_Ltt DATE: JANUARY 11. 2001 acomplete Applications Will NOT Be Accepted /„(„(Site Plan MUST be attached) ISDS Permit Building Permit # jj,6 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) ************************************************************************** * FEE SCHEDULE * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * SIZING AND SITE VISIT FEE $85.00 (WHEN ENVIRONMENTAL HEALTH SIZES THE * SYSTEM USING YOUR SOILS REPORT) * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" ************************************************************************** PROPERTY OWNER: � diet k t I ea ✓ U6 0 MAILING ADDRESS : 22S E 07A6. �oo-d /3g5a (� 1 ) 06 ZI PHONE: 1?7® 073664 APPLICANT/CONTACT PERSON: R IC' K l' °%,�'A [ f PHONE: q74)-,g7-7-166b LICENSED SYSTEMS CONTRACTOR: PHONE: q7o -q L7 "3 V 31 COMPANY/DBA: JA-eja, ADDRESS: 6 QelZ ��6c1FLS llcze PERMIT APPLICATION IS FOR: ( KNEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: 63 Tax Parcel Number: a ydLo �� d' Lot Size Physical Address: 22 -;T E)11 A fs Zr 4 /I C"o 061 / BUILDING TYPE: (Check applicable category) (t rResidential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* Number Number Type _ of Bedrooms of Bedrooms *These systems require design by a Registered Professional Engineer TYPE OFWATER SUPPLY: (Check applicable category) (V) Well ( ) Spring ( ) Surface ( ) Public Name of Suppl'er_: APPLICANT SIGNATURE: Date: ************* AMOUNT PAID. �RECEIPT # : `(�0 DATE: c� CHECK #: Lb D CASHIER: Community Development Department (970)328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com January 11, 2001 Mary Caruso 2255 Emma Road. Basalt, CO 81621 EAGLE COUNTY, COLORADO Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit #2028-00, Tax Parcel #2465-114-00-003. Property location: 2255 Emma Road, Basalt, CO. Dear Ms. Caruso: 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 (970) 328-8755. Sincerely, Janet Kohl Environmental Health Department Eagle County Community Development ENCL: Informational Brochure Final ISDS Permit cc: files Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com EAGLE COUNTY, COLORADO Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 Date: September 8, 2000 TO: Dreager Excavation FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal System Permit No.2028-00. Property Location: 2255 Emma Road, Basalt, CO., Caruso residence. Enclosed is your ISDS Permit No. 2028-00.. It is valid for 120 days. The enclosed copy of the permit must be posted at the installation site: Any changes in plans or specifications invalidates the permit unless otherwise approved. Please note any special requirements that may have been added to the design by this department. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County does not perform final inspections on engineer designed systems. Your TCO will not be issued until our office receives this certification. 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. Please notify this office if you have not been contracted to perform this installation. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files Church and Associates, Inc., Tim Petz CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS January 4, 2001 Rick Mandell 2255 Emma Road Basalt, CO 81621 Subject: Installation Observation, Proposed Residence 2255 Emma Road Eagle County, Colorado Job No. 12965W Mr. Mandell, As requested, we observed the installation of the onsite wastewater system (OWS) for the subject site on September 15, 2000. The system was designed under our Job No. 12965W, dated August 31, 2000. The system includes the installation of a 1250-gallon; two -compartment, precast concrete septic tank with an effluent filter on the outlet, followed by a 1250-gallon two -compartment precast concrete septic tank with a pump in the second compartment. Four chamber -trenches were installed using serial distribution, as indicated on Figure 1. The first two trenches have one row of seven Infiltratofrm chambers and the last two trenches have one row of 12 infiltratofrm chambers, for a total infiltrative area of 589 square feet. An as -built drawing is included as Figure 1. The construction foreman and homeowner, Rick Mandell, may activate pumping system at his discretion. The components of the OWS were installed in conformance with our plans and specifications. If there are any questions or if we may be of further service, please call Sincerely, CHURCH and Assc Edward O: Church, EOC/trp 2 copies sent - copy to Eagle County Health Department i�0 DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358 303.463.9317 Fax:303.463.9321 EVERGREEN 303.816.1455 LOVELAND 970.663.2124 22555 EMMA ROAD NOT TO EAGLE COUNTY, COLORADO SCALE EXISTING RESIDENCE DEMOLISHED ` EMM, ROAD 1250-GALLON TWO - COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH PUMP IN SECOND COMPARTMENT DUE WEST 1250-GALLON TWO -COMPARTMENT PRECAST \ CONCRETE SEPTIC TANK WITH AN EFFLUENT y -,-FILTER ON THE OUTLET 55' DUE SOUTH _ r _CLEANOUT ,--PROPOSED 4 BEDROOM RESIDENCE 14' S 30° EXISTING WOOD BARNS r WELL g scso I I 100 FEET SETBACK TO DRAIN FIELD _ FROM WELL 589 SF OF INFILTRATIVE AREA IN 4 GRAVELLESS TRENCHES USING SERIAL DISTRIBUTION. FIRST TWO TRENCHES HAVE ONE ROW OF 7 CHAMBERS, SECOND TWO TRENCHES HAVE ONE ROW OF 12 CHAMBERS. OWS AS -BUILT DRAWING 01 /04/01 JOB NO. 12965W FIGURE 1 d 16 1 qtf.-&f �avvSo P(�a s� C�� k r`t� (k✓ GlveS�`� CCP_cZ_aflrarl TIIC fiY-Z•PdPM Tr) -COf l P ('illIKIT`d GKllI Wr=01 TW Par-=-1 CHURCH ENGINEERS & GEOLOGISTS August 31, 2000 Rick Mandell 2255 Emma Road Basalt, Colorado 81621 Subject: OWS Design, .proposed Mandell Residence 2255 Emma Road Eagle County, Colorado Job No. 12965W Dear Mr. Mandell, I ■ c. As requested, we have investigated subsurface conditions and designed an onsite was (OWS) for the proposed residence. We conducted the subsurface investigation on August subsurface investigation and percolation test was also presented in a separate letter of Augus SITE CONDM HNS :ewater system 15, 2000, The 23, 2000, The lot is located in a moil residential area in Eagle County, Colorado. There is an e')dging residence with two wood barns and a drain field of unknown dimensions. The existing residence and dnin field will be abandoned. The proposed drain field area is essentially flat. There is an existing asphalt drive in the proposed field area, which will be removed prior to installation_ PROPOSED CONSTRUCTION A four-bedroorn residence is proposed at the location presented on Figure 1. 1n accor ante with the Individual Sewage Disposal System (ISDS) regulations, the sewage loading for a four boor m residence is at 600 Gallons Per Day (GPD) average. The sewage loading with a peaking factor of 1.5 is f i0o GpD. This loading includes washing machines and garbage grinders. The residence v+iIl be served water by an otasite well, 'which is located 100+ feet from the -proposed dry field. SUBSURFACE CONDITIONS We performed a subsurface investigation by digging three percolation boles, 34 to 41 inches deep, and one profile pit at the locations indicafed on Figure 1- Subsurface conditions at profile-1 consisted of 6 inches of asphalt and road base, underlain by sandy clay with scattered gravel to 2 feet, underlain by said with gravel and cobbles to the maximum depth explored of 8 feet. Into ground water or bedrock wass, encountered. Percolation test results indicate percolation rates of 24 to 60 minutes per inch {IvII'r}_ The average percolation rate is 41 MPI_ RECOMMENDATIONS The OWS should include the installation of two 1000-gallon, two -compartment septic I anks with an effluent filter added to the outlet ofthe first tank and a pump in the second compartment oft second tank DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 8003 CASTLE R0 K 303.660.415k 303.463.9317 Fax: MA63.9321 EVE GRE�N 303.816.1455 LOVELA i] 970.6M.2124 qPP-c-%-PMMM TIIP M7-;34PM Tn -pnfI P rniINTY PNtJ W;:CI TN Par=-P OWS Design Soh No. 12965W Page 2 Three chamber -trenches must be installed, each with one row of 13 chambers, as pred on Figure 1, Serial distribution is proposed for the drain field, An evaluation of the LTAR. with a medit m sand requires 750 SF of drain field, with no reduction taken. We are designing the drain field b on an average percolation rate of 41 MPt which requires 1153 SF of area. A 5(°,/o reduction was taken to bring the required area to 577 SF_ Movement over the drain field trench bottom during construction should be kept al a minimum to prevent compaction of the receiving soils_ The bottom of each trench should be scarif ied with a pick, shovel, or backhoe bucket teeth prior to the placement of chambers. OPERATION AND MAINTENANCE The owner must realize an OWS is different from public sewer service, and must assume a responsibility for maintenance of the OWS. The system is relatively maintenance free, but the owner muE t have the septic tanks pumped. In the absence of a monitoring program, the septic tank should be pumped 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 are not allowed t run when seals malfunction. To illustrate the point, a running toilet can consume in excess of 1.000 GPA. loading of 1000 CPD could flood and irreparably harm the OWS, The loading from the backwash of a water softener may be harp dW to the OWS_ A separa:t drywell should be constructed for the backwash waste, if a softener is installed. Chemically treated water crri a swimming pool or spas should not be iutroduced to the OWS, LB TTATIONS An OWS design requires installation by a contractor who is experienced in its installation. r investigation, layout, design and recommendations are based on data submitted. If subsurface conditions considerably different from those described in this report are encountered, we should be notified to evalL ate the effect on the proposed OWS. If the health department makes modifications to this design, we shoult be contacted to evaluate the impact on the performance ofthe OWS. All construction is to be in accordance with the ISDS regulations. Pipe type and size, buil al requirements, septic tank construction, and other specifications, which are not depicted in our report, aze to conform to the requirements of the ISDS regulations. The installer of the system is to have downstrati A knowledge of the Eagle County ISDS regulations and requirements. Yf there are questions or ifwe can be offurther service, please call. The project manager is Sincerely, CHURCH & Associates i Edward O. Church, P.E. EOCltrpONALI 3 copies sent Petz. PGP-4-;:)MM 1 TI IG M-7- P-,PM M- C0r-'l C (rll IKITV CbJI I UC'nl TU onf_C. '�? 2255 EMMA ROAD EAGLE COUNTY, COLORADO Lyj Vu'* NOT TO SCALE r #DOO—GALLgQd' TWO — COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH PUMP IN SECOND COMPARTMENT EXISTING RESIDENCE TO BE DEMOLISHED PR(-)f=IL.E PIT JOB NO. 12965W 1000—GALLON TWO —COMPARTMENT I CONCRETE SEPTIC TANK WITH AN f FILTER ON THE OUTLET CLEANOUT PROPOSED 4 E EXIS WELL 100 FEET '+ SETBACK TO DRAIN FIELD FRO M WELL )ROOM RESIDENCE aG WOOF BARNS 604.E SF OF INFILTRATIVE AREA I 3 GRAVELLESS TRENCHES USING SEP IAI DISTRIBUTION. EACH TRENCH MUST HAVE ONE ROW OF 13 CHAMB R 1-2 Oq LOCA-HON OF PROPOSED OWS FIGURE 1 =P-c:Z-milli M TI IP M7 • ;:=M Tn - GOr-1 G rnI IKITV FKll I WC7nl TW onf= • n C LEW vvv W 6 W FE 1 o z C IV �K 16 zzflu, i p �KC in 2 TfcA-liIT iy7 � i U) In Y A � m �Iu LIl � oD x fn 1 � 1 �Wj Ed tL ul Ci �� m Ip � � 1 f < m ZLiz -9 1 I P m U �O j U� :ZFP-c-,-Pf1RM TI IP M!PrPM Tn-Ft7rl P r lI INTV PHI PPCF l TW Par :-S U- CD rWWl Cd 0 cc R rr (D� co G La _ au(n r. �7 tir p O o+ a I Lr.. LL Q 2 : LL- 3c i f- �IU I i�L LU co LLJ im I � ui F- Z F LU LU H r- W CC> F C> O[3 f3 }3C co W- c� L S T p W LU ul F- La 1-3 U3 W) cc rs a to Ci ES Jz � 6 cn M CS O pn L r CD SFP-5-PAVIVI TI IF GIB: PF,PM Tn, PAtal P mi INTV PHI) I-IPAI TN C W E CD .6-0 0 l fJC�) Vcm�w yip CD uj Q o d lu fA O �y O. _C 1 e 11a •�j •a a C3 va u� ri Li w 0 Y Ir CTi pp ®+ •MHO.. Q C5 QQ G Ln FFP-S-POPIn TI IF 07: P7PM Tn- Fprl F mi INTY PHt J PPQI TN pares • 7 ++• .. +.• +. .. ..v.vr. Y ,v vim• �v�v iL1 Y1L liiill. Y.JLL �I RIVO !ADLE IPEROtIRATIN TEST RESULTS 2256 EMMA ROAD DATE OF TEST 8-15-00 EAGLE COUNTY',DOLORADO feet description Profile: 0 - 6- Fill, Gravel, Road Base Material 6" - 2. CI ,Sand , with Caravel, Stiff, Moist, dark Brown/Red No Ground Water Encountered DEPTH TIME DEPTH DEPTH HOLE OF HOLE, INTERVAL START, END, NUMBER (INCHES) (MINUTES) (INCHES) (INCHES) 9 41 30 4.50 6.75 30 6,75 8,00 30 3.50 5.25 30 5.25 6,25 CHANGE, (INCHES) 2,25 1.25 1.15 1,00 INTERVAL PERC RATE (mpl) 13 24 17 30 ROL PER RAT MPi . 30 6.25 7,25 1.00 30 30 7.25 8.00 0,75 40 40 2 34 30 3.00 4.75 1.75 17 30 4.75 5,75 1.00 30 30 5.75 6.50 0.75 40 30 5.50 7.00 0.50 60 30 3.00 3.75 0.75 40 30 3.75 4.25 0,50 60 60 3 40 30 2,50 6.00 3.50 S 30 6M 8.00 2.00 15 30 2.00 4,25 2.25 13 30 4.25 6.00 1.75 17 30 3.00 4.75 1,75 17 30 4.75 6.00 1.25 1 24 24 JOB NO. 12966Yr PP-�,-PMMM TI IP till - P7PM Tn - i=Orl F rnl IFJTV FhR 1 PP01 TP Par P! R ,,..b -- -- u..a. i. r a..1nM� M�uua 1.1 CS 0Uz-It 03-.'30CI P. 1 4501 Wadsworth Blvd, Wheat Ridge, CO.80033 Casty RoCk 303-660-4353 FAX 303-663-1249 Pine Junction 303-816-1455 FAX 303-816-1942 Loveland 970-663-2124 FAX 970-663-2181 7 L M�F' I; 7�A Frarm c Date: Fax No. Re: CHURCH & ASSOCIATES, INC. Phone: 317 Fax: 3034634D321 0 Urgent 9 For ReWew �C�'"As Requesw U Please Reply Fax: Fax: PAGES ( 5' ) (INCLUDING COVER SHEET! N IC-Pli-PGIM FPT Ill: MgPM Tn- FAf.I F mi INT`r FtJU HFAI TH PAF'F! 1 —%�' -- --- i...r.. a.i�u��a.. �_. a 3uo—It00—.'].1C1 P. L' CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS August 24, 2000 Rick Mandell 2255 Emma Road Basalt, Colorado 81621 Subject: Subsurface Investigation and Percolation Test, Proposed Mandell Residence 2255 Emma Road Eagle County, Colorado Job No. 12965W Dear Mr. Mandell, As requested, we performed a subsurface investigation at the subject site. The purpose of our investigation was to determine subsurface conditions and perform percolation rates for an Onsite Wastewater System (OWS). S>rrE CONDITIONS The site is located in a rural area along Emma Road in Eagle County, Colorado. The lot has two existing wood barns and an existing residence. A new residence is planned to the northeast of the percolation holes. The location of the profile pit and percolation holes is presented on Figure 1. The site is relatively flat with native grasses and sparse trees. SUBSURFACE INVESTIGATION A subsurface investigation was conducted by digging one profile pit and three percolation holes 21 to 29 inches deep at the locations indicated on Figure 1. Su"b iri`a&165nditr(5fff i#the profile�,pit-consist ,of 6 cobblesa:to =the,maximum.; depth exploreciof : S -feet- No ground water was encountered. percolarion tests indicate percolation rates of 24'to�60 rninutes per=inch (MPl). The averag percolation rate is 41 MPI. Percolation Test Results are attae ad as Tab -Fe T� no LIMTI'AT IONS t� 4 Our investigation is based on data submitted and conditions encountered. If subsurface conditions considerably different from those described in thus report are encountered, we should be notified to evaluate the effect on the proposed OWS. The project engineer for this site is Tim Petz. DF- NVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358 303.463.9317 Fax- 303.463-9321 EVERGREEN 303.816.1455 LOVELAND 970.663.2124 �I IC-PS-PRRA FP GR7: RgPM Tn- FACT F ["`Ill INTY Fh1L1 HFAI TP PAf F: P Juc-`too-.7OC1 P. Subsurface Inmtigation and Percolation Test Job No. 12965W Page 2 If there are questions, please call. The project engineer for this site is Tim Petz. Sincerely, CHURCH & Associates, zgd9—� Edward O. Church, P.E. EOCJtrp 2 copies sent copy to Eagle County Health Department, PO �a179, OEa e, CO 81631 fax copy to Eagle County Health Department, fax copy to Rick Mandell, 97o.927-2623 ]IIf-P-Pfiivlvl PPT Gil -MgPM Tn-m2ir.I P miIWTV PHI WPAI TN PO(,'P-7 �.� �.., uu uc,: Lod..• cnursa..n � nssoca�les ,�U.3-`tb.3-b.y�l NOT -1 U SCALE 2255 EMMA ROAD EAGLE COUNTY, COLORADO i EXISTING RESIDENCE EXISTING WOOD BARNS t f-IA G[a PROFILE- ~r PIT ,�-_ _...... -^. 7MMA R4A� SITE PLAN AND LOCATION OF PROFILE PIT AND PERCOLATION HOLES FIGURE 1 JOB NO. 12965W �I If-�-?ri-PUIR91 PRT GI7! 1 MPM Til! POP P rni IMTV P=Wl J WP=nl TW AO�C • a p.4 -6 Lop. L.numum & nssocasies auj-1+bj-zjje1 P.5 TABLE 1 - PERCOLATION TEST RESULTS 2255 ENEMA 90AD DATE OF TEST 8-15-00 EAGLE COUNTY,COLORADO Profile: HOLE OF TIME DEPTH DEPTH INTERVAL HOLE CHANGE, PERC PERC. ___-- OFHOLE INTERVAL START, END, (INCHES) ,... 'Mann RATE, I�LlY1v�R Vl }iJl.'�7 imp-, �k �M�tYr fJ%"k i�w �� JOB NO. 12995W 11 If-`_PC-,_PM(7]M PPT f717- I UIPM Tf1• G0f-1 G rni IKITV Chll l WMN TI-I DinrC• 4 --r - uu i u: - k..n LJML.n a nM5SUU.5 U 1 es CU.7--t00-ZIQC l Memo TO: Eagle County Health Department Fr4xm Tim Petz CC: Dreager Excavating, 0092 Hooks Lane, #13, Basalt, CO 81621, Attn: Glen aalm 09/07= ite: 2255 Emma Road, Eagle County } FAK a7G.- 326 - 03 tM In regards to a conversation with Laura at Eagle County Health Department, we would like to make the following clarifications to the OWS design for the subject site. 1. We recommend a M-gallon dose per pump cycle. 2. The first septic tank must be a 1000-galion single-comparinwrit precast concrete septic tank 3. We believe the percolation rate of 41 minutes per inch (MPQ for the receiving soils at the subject site is `higher' than normally found. We have based our design on the percolation rate and not the LTAR. Based on our observations we feel that our design is suitable far the soil conditions found on site. sincerely, Tim Pe 1 7 Geologist, Project Manager • Page 1 CC17_7_=OMnM 7UI 1 1 fn• AI ❑M Tll• CdF'I C MI IKITV Ghll 1 I- PU TI-1 Pc) .r=. 9 F a ey A rnAM ,se c W ,r d co t7 w 9w �'L(y to Ir tS cYi 0 r� g Lu W J oQx= y = Rnv4 J w J D z ' Q Q LLJ z0 Z w Ow Q 8 �=O' 2 0 1-- 0 f 1(0F �x z z w v o I � � O 4 u, / � IZA4 OW 41 1 CD Z _ 47 w Z) LO f ¢(nw 4fl z 0O i` t to cSa Or Ln tLn uj dZ: LL — �jW> ; r....... ........: W<mQ�� i F- Z Q ■ ,- 'T'TARAIVW u)Tx 9207 1.7R nl. R.[x /P_e7 nn inn ion ' CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS August 24, 2000 Rick Mandell 2255 Emma Road Basalt, Colorado 81621 Subject: Subsurface Investigation and Percolation Test, Proposed Mandell Residence 2255 Emma Road Eagle County, Colorado Job No. 12965W Dear Mr. Mandell, As requested, we performed a subsurface investigation at the subject site. The purpose of ourinvestigation was to determine subsurface conditions and perform percolation rates for an Onsite Wastewater System (OWS). SITE CONDITIONS The site is located in a rural area along Emma Road in Eagle County, Colorado. The lot has two existing wood barns and an existing residence. A new residence is planned to the northeast of the percolation holes. The location of the profile pit and percolation holes is presented on Figure 1. The site is relatively flat with native grasses and sparse trees. SUBSURFACE INVESTIGATION A subsurface investigation was conducted by digging one profile pit and three percolation holes 21 to 29 inches deep at the locations indicated on Figure 1. Subsurface conditions in the profile pit consisted of 6 inches of gravelly fill, underlain by sandy clay with gravel to 2 feet, underlain by sand with gravel and cobbles to the maximum depth explored of 8 feet. No ground water was encountered. Percolation tests indicate percolation rates of 24 to 60 minutes per inch (MPI). The average percolation rate is 41 MPI. Percolation Test Results are attached as Table 1. LIMITATIONS Our investigation is based on data submitted and conditions encountered. If subsurface .conditions considerably different from those described in this report are encountered, we should be notified to evaluate the effect on the proposed OWS. The project engineer for this site is Tim Petz. DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358 303.463.9317 Fax:303.463.9321 EVERGREEN 303.816.1455 LOVELAND 970.663.2124 Subsurface Investigation and Percolation Test Job No. 12965W Page 2 If there are questions, please call. The project engineer for this site is Tim Petz. Sincerely, CHURCH & Associates, Edward O. Church, P.E. EOC/trp 2 copies sent copy to Eagle County Health Department, PO Box 179, Eagle, CO 81631 fax copy to Eagle County Health Department, 970-328-0349 fax copy to Rick Mandell, 970-927-2623 2255 EMMA ROAD ' EAGLE COUNTY, COLORADO INUI IV SCALE EXISTING RESIDENCE 0 PROFILE/ PIT EXISTING WOOD BARNS P-2 0- �MMA ROAD SITE PLAN AND LOCATION OF PROFILE PIT AND PERCOLATION HOLES JOB NO. 12965W FIGURE 1 r TABLE 1 - PERCOLATION TEST RESULTS Profile: 2255 EMMA ROAD DATE OF TEST 8-15-00 EAGLE COUNTY,COLORADO 0 - 6" Fill, Gravel, Road Base Material 6" - 2' Clay, Sandy, with Gravel, Stiff, Moist, Dark Brown/Red 2' - 8' Sand With Gravel and Cobbles, Dense, Moist, Red/Brown/Tan No Ground Water Encountered DEPTH TIME DEPTH DEPTH INTERVAL HOLE HOLE END, CHANGE, PERC PERC. NUMBER OF HOLE, INTERVAL START, (INCHES) RATE, (INCHES) (MINUTES) (INCHES) (INCHES) RATE (MPI) IMPS) 1 41 30 4.50 6.75 2.25 13 30 6.75 8.00 1.25 24 30 3.50 5.25 1.75 17 30 5.25 6.25 1.00 30 30 6.25 7.25 1.00 30 30 7.25 8.00 0.75 40 40 3 40 30 2.50 6.00 3.50 9 30 6.00 8.00 2.00 15 30 2.00 4.25 2.25 13 30 4.25 6.00 1.75 17 30 3.00 4.75 1.75 17 30 4.75 6.00 1.25 24 24 JOB NO. 12965W #358596 07/08/93 08:53 Rec $10.00 BK 717 PG 270 Silvia Davis, Pitkin Cnty Clerk:, Doc $.00 A portion of land in Tract 60, Section 11, Township a South, Range 87 West of the Sixth Principal Meridian, more particularly described as folloWS; Beginning at a point which bears North 89 degrees Ol minutes East 906.38 feet from the Southwest corner of Tract 60, Section 11, Township 8 South, Range 87 West of the sixth Principal Meridian and running: thence North 833.12 feet to the South right of way line of the Denver and Rio Grande Western Railroad; thence along said South right of way line North 72 degrees 58 minutes 50 seconds West 643.47 feet; thence South 00 degrees 30 minutes East 1031.91 feet; thence North 89 degrees 01TainUtes East 606.37 feet to the point of beginning. counties of Eagle and Pitkin, state of Colorado EXHIBIT "A" 2028-00 Tax #2465-114-00-003 JOB NAME 2255 Emma Road CARUSO Basalt JOB NO.8 l 3 _3Lr LOCOTIAN BILL TO DATE STARTED off- VV DATE COMPLETED DATE BILLED At, �ru 1 Q_ �Au c w g s l j _ p "_hln OK L tjA_'(_(Ch Q r- JOB COST SUMMARY A _ ' 0 O �1 TOTAL SELLING PRICE TOTAL MATERIAL 1 2-09 � G TOTAL LABOR INSURANCE SALES TAX I Aah'1 j ° 1 1 Z 5 U o2 OA)j - MISC. COSTS ' ZSG a 2 � ,LUAk,-0 2 r 4 F 1 •_,17 TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 —JOB FOLDER Printed In USA FTi rn z U) m r n O _0 C r I 'v N Fri m �-- rn o�� _ m- -„ I m o I p C C-) En 0 >z-ica-vm - o -i _� 1 o C< M 0 m r-Zz C OmDz ' _ zvN �G)zR1z - m Om - rim o X ypSp -_ CN 0 --- t �"fi . Z.. ��m,��" m zR)XC m mXG�I p to cn` z ��m N O o J n G) o n o�J _ � -r� Ul i -o 0 0 0 Un m o XCOX N i 0 Z I C) _ m- ' _ I z . ;[7 -i p CD 1 v' 1 I ill'i Iil�Ill I ' I I II� I I 11_ mG) n I � .� 1 r D rn dtlll I , I 11l zrr� _�L_ 'lryi III I li W t� 70 IIII! I II I L I I II m i ai._ \ V7 I C C li' Iilill1�li I I i' ;�. ' 0 cnco 1 � m � j� , i oo � � z � m _ n1 -� m I D I. Va �mm� am , D0 P it I I I �'1 m 1 Z T M> z G)oxo i !?' rnrm Dcn Sj�, m� m �-- _ '0 r -----� m j �� G) o z U) z m c o mj` Ci m I I I 351 CA cnj' w I i 1I, IT1 5 - — - -- i '�`• ^� i Cn, l ° f /