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HomeMy WebLinkAbout2112 Ten Peaks Mesa Rd - 239103402006 - 2293-03ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION Telephone: (970) 328-8755 P.O. Box 179 - 500 Broadway X Eagle, CO 81631 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT# 2293-03 BUILDING PERMIT # OWNER: SHARON A. HAYES-BORDERICK PHONE: 970-928-8491 MAILING ADDRESS: 939 W. HALLAM STREET, ASPEN, CO 81611 APPLICANT: DAVID PAYNE PHONE: 970-948-3393 SYSTEM LOCATION: LOT #6, TEN PEAKS MESA, CARBONDALE, CO TAX PARCEL NO. 2391-034-02-003 LICENSED INSTALLER: EXCAVATION SERVICES LLC, TROY BUSTER LICENSE NO. 63-03 PHONE: 970-963-8355 DESIGN ENGINEER: CHURCH & ASSOCIATES, INC., TIM PETZ PHONE NO. 303-463-9317 INSTALLATION GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 2 BEDROOM RESIDENCE 1000 GALLON SEPTIC TANK, 1240 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 40 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN DATED AUGUST 15, 2003. SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER'S DESIGN IN SHALLOW TRENCHES, WITH A CLEANOUT BE- TWEEN THE TANK AND THE HOUSE, AND INSPECTION PORTALS IN EACH TRENCH. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS AND DO NOT INSTALL IN WET WEATHER. BE SURE TO MAINTAIN ALL SET BACK REQUIREMENTS. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR THE FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUES- TIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: VICTOR CROCCO DATE: SEPTEMBER 17, 2003 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: 1240 SQUARE FEET (VIA 40 INFILTRATOR UNITS AS PER DESIGN) INSTALLED CONCRETE SEPTIC TANK: 1000 GALLONS LOCATED 90 DEGREES AND 23 FEET FROM THE IT CLEANOUT COMMENTS: FINAL INSPECTION WAS DONE BY VICTOR CROCCO OF EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER ON 9-22-23-03. THE ENGINEER'S FINAL CERTIFICATION AND AS -BUILT DRAWING WERE RECEIVED ON 10-6-03. THIS SYSTEM IS LARGE ENOUGH FOR A TWO 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 '�/;c 1� ` /J ,—,e DATE: OCTOBER 23, 2003 INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION Telephone: (970) 328-8755 P.O. Box 179 - 500 Broadway X Eagle, CO 81631 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT# 2293-03 BUILDING PERMIT # OWNER: SHARON A. HAYES-BORDERICK PHONE: 970-928-8491 MAILING ADDRESS: 939 W. HALLAM STREET, ASPEN, CO 81611 APPLICANT: DAVID PAYNE PHONE: 970-948-3393 SYSTEM LOCATION: LOT #6, TEN PEAKS MESA, CARBONDALE, CO TAX PARCEL NO. 2391-034-02-003 LICENSED INSTALLER: EXCAVATION SERVICES LLC, TROY BUSTER LICENSE NO. 63-03 PHONE: 970-963-8355 DESIGN ENGINEER: CHURCH & ASSOCIATES. INC., TIM PETZ PHONE NO. 303-463-9317 INSTALLATION GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 2 BEDROOM RESIDENCE 1000 GALLON SEPTIC TANK 1240 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 40 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN DATED AUGUST 15 2003. SPECIAL INSTRUCTIONS• INSTALL AS PER ENGINEER'S DESIGN IN SHALLOW TRENCHES, WITH A CLEANOUT BE- TWEEN THE TANK AND THE HOUSE AND INSPECTION PORTALS IN EACH TRENCH. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS AND DO NOT INSTALL IN WET WEATHER. BE SURE TO MAINTAIN ALL SET BACK REQUIREMENTS. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR THE FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUES- TIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: o- DATE: ` 17- p3 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: SQUARE FEET (VIA ) INSTALLED TANK: GALLONS IS LOCATED _ DEGREES AND _ FEET _ INCHES FROM COMMENTS: 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 DATE: Inbomplete Applications Will NOT Be Accepted (Site -'*Plan MUST be attached) ISDS Permit # "p Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 Eagle (970)328-8755, Fax (970)328-0349, E1 Jebel (970)927-3823 * FEE SCHEDULE * APPLICATION FEE $350.00 * THIS FEE INCLUDES THE ISDS PERMIT, SITE EVALUATION (PERCOLATION TEST, i * SOIL PROFILE OBSERVATION) AND FINAL INSPECTION . i * 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" �tealF�t*�k�lr**ie+kdlr�kikik*91r�kilr�k**�k91r�k�k*�k*it�k�lr�k�t*9lr�ir�k�kir�k�kdirdlr9lr*�Ik�Irk�Y�Ilrieiet�k�ir#�k�k*ytr�t�trdlrif*�tk9lr�k�ir**sir*k�k i- • T• R F 3 F v FW97 1, UST �.f''lliai��i�3� MAILING ADDRESS: 013q [A - HAIJ [M f; ��1CO • 6LI PH6NE'J L APPLICANT/CONTACT PERSON: P?o Ot o 08"IN& PHONE: '�:�� -LICENSED SYSTEMS CONTRACTOR: �n li i ��f---- PHONE :%2 - C��37 COMPANY/DBA: �° CL.f I GAG tL�� ADDRESS: ?O. P K 101 �� ��Y�ID��/L2�, CPB PERMIT APPLICATION IS FOR: (v" NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: � � P �� ME fit" Tax Parcel Number: 3 I V Zo0lC' Lot Size: Physical Address: PGVS HgL P-D LOT At BUILDING TYPE: (Check applicable category) .� (vr Residential/Single Family Number of Bedrooms. G ( ) Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: ( Well ( ) ( ) Public. Nan APPLICANT SIGNATURE: (Check applicable category) ?�_� ( ) Surface f _S 2lierr 1L1 Date: AMOUNT PAID: .�� ✓ RECEIPT #-: C(i a :� % / �+ DATE: 17L 3 CHECK #: Iq `7 9 CASHIER DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE:800-225-6136 www.eagle-county.com October 23, 2003 Sharon Hayes-Borderick 393 W. Hallam Street Aspen, CO 81611 EAGLE COUNTY RAYMOND P. MERRY, REHS Director RE: Final of ISDS Permit #2293-03, Tax Parcel #2391-034-02-003. Property location: 006 Ten Peaks Mesa Rd., Carbondale, CO. Dear Ms. Hays-Borderick: 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, i Janet Kohl Eagle County Environmental Health Department ENCL: Educational Brochure Final ISDS Permit cc: files, October 2003 Chrono file OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 ISDs pemit ci- 2 Z —03 gal. Talc is o Tank Material c G s C a e d 2 �r t. and �i grew fins X , 5 - 'C 1, ,t �v Tattle is located f ire i..srts+► is located _.____ft- and—_dogxses t s : ■..� �......+� �r J Tank set la^s►el . ,_,__Tank lids within to of finished grade - ��.20 ft' units, 1, 0 lineal ft_ size of field ._._ TechnolcgY Cleanout is installed in between tank and house (� i/100ft) _ Tf�ti'e is a "T• that goes. dawn 4 txches in the inlet aP outlet of the tank: et.:; . cutlet, fs sealed with t ,aapexk gaslaQt etc _1.. She d W-bance= and reiat ve Depth of field• ­ V - So f 7-1 interface raked. :. inspectioa portals at .thhw .end_of each treach_. proper distance to setbacks - Cb,amhers properly installed as per. mmufacturer$ specif�i.cations- (Cb=bers latched, endplates .prWerlY installedzacks, ear red from r r' trenches. etc .) Qr �J °� o y ser er Line Ieaeh `fief _ Type of pipe used for building Other Inspection meets Co.fors to installer's file if rscomsadstiosrs for iapravemsmt= py suggested. ACTION TAKEN: g etbacks Well 'Potable House Property Lake Dry Tank: Drain W t r L ne line Stream gUlch EjiLd 100 25 20 10 50 25 10 10 1"& 50 10 5 10 50 10 * 10 DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE:800-225-6136 www.eagle-county.com DATE: September 16, 2003 fa�GLE COUNTY TO: Excavation Services, LLC FROM: Eagle County Department of Environmental Health RAYMOND P. MERRY, REHS Director RE: Individual Sewage Disposal System Permit #2293-03 Tax Parcel #2391-034-02-003. Property Location: Lot #6, Ten Peaks Mesa, Carbondale, CO., Borderick caretaker unit. Enclosed is your ISDS Permit #2293-03 and a copy of the engineer' s design for this system. The permit is valid for 120 days or for the duration of your current building permit for this property. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidate the permit unless otherwise approved. Please note any special requirements that may have been added to the design by this Department. Systems that are designed by a Registered Professional Engineer must be certified by the engineer indicating that the system was installed as specified. Eagle County Environmental Health must also view the installation prior to back filling. Please call well in advance for your final inspection. Your TCO will not be issued until our office receives this certification from the engineer and views the installation. Please note that our ISDS Permit specifications are typically minimum requirements only and should be brought to the property owner's attention in case they may wish to install a system capable of handling larger wastewater flows. This permit does not indicate conformance with any 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 us at (970) 328-8755. cc: ISDS file # 2293-03 Church & Associates, Tim Petz Encl: ISDS Permit #2292-03 and engineer design dated 8/15/03 OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 9 CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS August 15, 2003 David Payne 14913 Highway 82, #295 Carbondale, Colorado 81623 Subject: Subsurface Investigation and OWS Design, Proposed Residence and Barn Lot 6, Ten Peaks Mesa Eagle County, Colorado Job No. 15904W Mr. Payne, As requested, CHURCH & Associates, Inc., (CHURCH) have performed a subsurface investigation and designed an onsite wastewater system (OWS) for the proposed residence and barn. The percolation test was performed on August 7, 2003. SITE CONDITIONS The lot is located in a rural residential area in Eagle County, Colorado, where OWS are required. The proposed drain field area has an approximate slope of 10% to the east and a full cover of native grasses and sagebrush. The site will be served water by an onsite well located 100- feet from the proposed drain field area. PROPOSED CONSTRUCTION A two -bedroom residence and a barn with two horse stalls are proposed at the locations presented on Figures 1 and 2. The OWS was sized based on an average loading of 400 Gallons Per Day (GPD) using Eagle County Environmer}al-ISA1LDeartr(VgWD��,oading of 75 gallons per day per person per bedroom and 50 gallons per day per horse stall. The sewage loading with a peaking factor of 1.5 is 600 GPD. The loading includes washing machines and garbage grinders. SUBSURFACE CONDITIONS A subsurface investigation was performed by digging three percolation holes, 29 to 39 inches deep, and one test pit at the locations indicated on Figure 1. Subsurface materials in test pit consisted of 3 inches of topsoil, underlain by slightly sandy, silty clay to 2 feet, underlain by highly calcareous silty sand to the maximum depth explored of 8 feet. No ground water was encountered. Percolation tests indicate percolation rates of 12 to 80 minutes per inch (MPI). The average percolation rate is 44 MPI. The silty sand layer qualifies as a loam, which has a Long Term Acceptance Rate (LTAR) of 0.50 gal/ft2/day. Percolation data is presented in Table 1. DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 www.geo-church.com 303.463.9317 Fax: 303.463.9321 Toll Free-1.877.248.3123 Subsurface Investigation and OWS Design Job No. 15904W, 8/15/03 Page 2 RECOMMENDATIONS The OWS must include a septic tank with an effluent filter and a gravelless chamber -trench drain field as presented on Figures 2 and 3. The OWS design is based on an average sewage load of 400 GPD and an LTAR of 0.50 gal/ft2/day. The installation must include one 1000-gallon, two -compartment, precast concrete septic tank with an effluent filter on the outlet and four gravelless chamber -trenches with serial distribution. Each trench must have 1 row of 10 chambers for a total of 40 chambers and 620 ft2 of infiltrative area. If additional bedrooms in unfinished areas are possible, it is suggested that the OWS be constructed to handle the additional loading. The installation of a properly engineered OWS to serve future build -out can be cost effective. Movement over the drain field trench bottom during construction should be kept at a minimum to reduce compaction of the receiving soils. The bottom of each trench should be scarified with a pick, shovel, or backhoe bucket teeth prior to the addition of chambers. OPERATION AND MAINTENANCE The owner must realize an OWS is different from public sewer service, and must assume the responsi- bility for maintenance of the OWS. The system is relatively maintenance free, but the owner must have the septic tanks pumped. In the absence of a monitoring program, the septic tanks should be pumped and the effluent filter cleaned every two years. There are daily considerations, such as not putting plastic or other nonbiodegradable material into the OWS. Water use must be monitored so toilets are not allowed to run when seals malfunction. To illustrate the point, a running toilet can consume in excess of 1000 GPD. A loading of 1000 GPD could flood and irreparably harm the OWS. The loading from the backwash of a water softener may be harmful to the OWS. A separate drywell should be constructed for the backwash waste, if a softener is installed. Chemically treated water from a swimming pool or spas should not be introduced to the OWS. LIMITATIONS An OWS design requires installation by a contractor who is experienced in its installation. Our investigation, layout, design and recommendations are based on data submitted. If subsurface condi- tions considerably different from those described in this report are encountered. we should be notified to evaluate the effect on the proposed OWS. If the health department makes 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 construction, and other specifications, which are not depicted in our report, are to conform to the requirements of the ISDS regulations. The installer of the sv_ stem is to have demonstrated knowledge of the ECEHD ISDS regulations and requirements. If there are questions or if we can be of further service, please call. CHURCH & Associates Inc. Timothy R. Petz Project Manager EOC/trp/erb 3 copies sent Subsurface Investigation and OWS Design Job No. 15904W, 8/15/03 Page 3 Reviewed by Edward O. Church, P.E. F- w J ^ Z a. 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U �o Uoci 75 cCL W d W tz CL .��.+ CD i i Cl 0 N v E S o y mc� ^^tt ot J L CL I L in Q v v c m O E N C a o d ci C 0 Q r ^/ ` C iGL O V O _ CO C y O C 0 m RK V G V v N va O m O O T m _m m Q O v� � U W O � Q U cn in S U Z m— U W N L.L. d = o 0 W a. in [= U a oLu W W Z W ' O in O rn m N w V � c c O VC is cn � C O � r O W C �cm O ,r TABLE 1 - Percolation Test Results Lot 6, Ten Peaks Mesa Date: 8/7/03 Pitkin County, Colorado Feet Description 0.0 - 0.25 Topsoil, clayey sand 0.25 - 2.0 Clay, silty, slightly sandy, moist, brown, red 2.0 - 8.0 Sand, silty, moist, white, highly calcareous NO GROUNDWATER WAS ENCOUNTERED WITHIN EXCAVATION DEPTH DEPTH TIME START END CHANGE ' MPI RATE 1 29 20 2.13 2.50 0.38 53 80 H2O N/A 20 2.50 2.75 0.25 80 20 2.75 3.00 0.25 80 20 3.00 3.25 0.25 80 20 2.00 2.25 0.25 80 20 2.25 2.50 0.25 80 2 39 20 2.50 4.50 2.00 10 12 H2O @ N/A 20 2.00 3.63 1.63 12 20 2.00 3.63 1.63 12 20 2.13 4.00 1.88 11 20 20 1.88 1.88 3.50 3.63 1.63 1.75 12 11 3 34 20 2.25 3.25 1.00 20 40 H2O @ N/A 20 1.75 2.50 0.75 27 20 2.50 3.00 0.50 40 20 1.50 2.25 0.75 27 20 2.25 2.75 0.50 40 20 1.38 2.00 0.63 32 Job No. 15904W JAVG. = 44 MPI ISDS PERMIT # ) z 93- 0 PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEATLH OWNER: 4�Ak&ka S Q rJ 1 I.A,/ � 5- a R e r c -PHSYSICAL ADDRESS: tg, 1--),­A, s / 1 e. s cR Y) r -� 4. LEGAL DESCRIPTION: `ve PC a, k, . /-I e s a MAILING ADDRESS: cI 3 9 i/ 14 A I) R N S f TYPE OF D WELLING: NUMBER( TEST HOLES PRE-SOAKED: YES _ _ _ NO TIME WATER DEPTH INCHES OF FALL IJEDROOMS: SOIL RATE PROFILE Al .' mmmm mmmmmommm mmmmmommm mmmmmmmmm mmmmmmmmm mmmmmmmmm 0 mmmmmmmmm mmmmmmmmm 9 " mmmmmommo mmmmmmmmmm TIME TO DROP LAST INCH: PERC RATE: MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE: COMMENTS: lu © r a No {'ere.. AGV'e-S /a ENVIRONMENTAL HEALTH SPECIALIST DATE •Ole b f aw'- L.y oe' CHURCH October 6, 2003 David Payne 14913 Highway 82, #295 Carbondale, Colorado 81623 Associates, Inc. ENGINEERS & GEOLOGISTS Subject: Installation Observation, Proposed Residence and Barn Lot 6, Ten Peaks Mesa Eagle County, Colorado Job No. 15904W Mr. Payne, As requested, we observed the installation of the onsite wastewater system for the subject site on September 23, 2003. The system was designed under our Job No. 15904W, dated August 15, 2003. The system includes the installation of a 1000-gallon, two -compartment, precast concrete septic tankwith an effluent filter on the outlet and four gravelless chamber -trenches with serial overflow distribution. One trench had 1 row of thirteen chambers, two trenches had 1 row of 10 chambers each, and one trench had 1 row of 7 chambers for a total of 40 chambers and 620 square feet of infiltrative area. The drain field reconfiguration was approved by our office prior to installation. An as -built drawing is included as Figure The components of the OWS were installed in conformance with our plans and specifications Sincerely, ADO REG, CHURCH & Associates, Inc. Reviewed by 1 2 Eric R. Burns Edward O. Church, P.E' Field Technician EOC/trp/erb 2 copies sent Copy to Eagle County Department of Environmental Health, Attn: Ray Merry DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 www.geo-church.com 303.463.9317 Fax: 303.463.9321 Toll Free-1.877.248.3123 W O _ 10 T (.) 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N I.L. < 0 = = w 0 < 0 w U) U U> � V5 0�wzaaw -<-JLuLLi-T-00 III 0cn < ofQLij � w W_ z LU m o U -j a a Z z 0= Z z U � � Lli U 0 � 0 n coo W J 20 UU Y Q wn z Uz0 QWU � ( J 06 �- +IOJW >� 0 0 W w 0 0- 0 rr n I 0 z 0 Q U 0 _I C 0 0) LO TT O 0 .2293-03 Tax#2391-034-02-006 PROJEL°t ��6, Ten Peaks BORDERIGK — -- ( Ten Peaks Mesa Rd., Carbondale lg P., is-lci D PROJECT S, y( o �� ., . i r s s vt o C'r v " �z project description date task/action follow-up start date completion date S-Q`V 0 t e o—y C 4v c, 'T1 G'.w0 S i Y2 S �Y'ti@• Cdsv d vC �1.0 7.11.03 ea das� Yecct4t.�e c� CHvcc -f AS' o 1�12-03 [`'eor- 4eSc�j,v reu%ewad- l_pC7o - (lt7... r - C�S1 CdHe:¢ C.-- 1.- I, rsa S-1. b ios aJ_J eL 1deh a eI? t_4 4a Aost t,N -4 ford Q -5 d ao C- �r.y 'Pe 4- ✓SQS ��-ra2 tw it\-,r s r`¢ {'aV- �Lirp1, ,' ,v� b• ��.,;.,QQt v , S iGr`d`' 1.nq U el V<' 6e4 broc k d tsa«N«s lw 6e1w.r n sopitr, sys K S a ir.4 4. &A.%l.a OM o tJ 7 � G 1 62 b. �� 5 Ga��v� U r e',(C$PA dot lood w( cr^^ Ll o N Q_ o 0 t, 1 0 S t d c. r ti (, (( r,..,-1 c rs , T&, r �e�—Z Cf4UrC A550C /-I.S (JwN(2r ' (� L_' Cq r C �22- �.f- As l) XA A 1463/0'pklx� PROJECT CONTACTS documents enclosed v�444 e _CkS� ZUJ�C 1' v e 0 S' o d' �o � e c/'•ti, (� j r Zz - 04 /bl.e c, M Z S Q, NOTES Ca��d.� Tc � be Se U ^� �'� r��j e ii�erco'04(0 � Y c -®'1 - , i'1 Il�� �� C i0A r i k�ri '"& ,d) e F A� �`� ! �0O %i 11�v� _ S �u,,.�a r� . �, �'�rc�D(S +=tt' ev 2� Q- t 5 S S (` t .. C 19.i� w Pl Q. c, a Q c9 b a -A Lae k A t-g i Q 4O G1.oU tsccs 0.wyJcpdoTd {B v-(9 0Sec j c to 3 tc -v —st-% a-,) c', in r 0 rP C, 5 C- t C ic c¢ 1 G( • • .•' .r .\. ••• • / • • ... i f. y •• J W 11 REBAR & PLASTIC CAP L. S. 19598 i P. L. S. 19598 I j LoT TPeArs S88304912 "''E 16.09 / A FENCE \ I .O� Q% [yWbL \ � � IIxINCff = 100 F4 1 ` %q PAW"" k 0-1 amv& Ut1 WV ANT) )tcrhr epieewf- Y AND >S EASEMENT ....... . .... . 10 Dr.% FjkKVw r / i _ 11 t18 / ° E •� 10 - - - Pv 6WAW'flm�. . I. I 1 ., I i Jet ?A150 Fu S87*37 09 E )g6make I �� 944.10 �-- i in 0�00-' I 12.25 �r24.25 forme I ' d � h ion - 16'x 1�'frome j 1000' Nlptv�Rlktr' vilding ' 1000, Qr�dory I O ,� 1000, . BLDG. EN VE. le -II 5'Q I 1 i 05 3� .000010 �I _ 37 69ro— ww _ �� — �. •..r �..• a•r• �. ..... �. .�� ..r• _ �nr _ �. �� .••.� _ •� ..� �� _ _ /I - W. CO 81\V { 1 • ' • • 670) 128 V - • 1 I S88°37V 1 'E1217.70 • FOUND NO. 6 i REBAR & AL UMI. CAP i P. L. S. 19598 FOUND #5 I REBAR & PLASTIC CAP I - P. L. S. 19598 11 I� - i� iMUESER GORDON MEYER INC. ! 6th .Street, Suite 200 rood Springs, Colorado 81601 945-1004 (FAX 945-5948) v, Colorado (970) 925-6727 IMPROVEMENT CoCERT. I� REVISION . Y w