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HomeMy WebLinkAbout2001 Hooks Spur Ln - 246504100003EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PLEASE CALL FOR FINAL P. 0. Box 850 - 550 Broadway PERMIT MUST BE POSTED INSPECTION BEFORE COVERING Eagle, Colorado 81631 AT INSTALLATION SITE ANY PORTION OF INSTALLED SYSTEM 328-7311 or 949-5257 or 927-3823 PERMIT NO. N o 53 8 Cole Aspen Corporation OWNER: &XXy-yMx-yX95X yXyX- c5 ADDRESS:239yentnor Ave, Aspen, Co Tracts 4( ,— ; and 42 - Lots as per SYSTEM LOCATION: attached description on application CD LICENSED INSTALLER: c.ri-rer installed LICENSE NUMBER: **CONDITIONAL INSTALLATION APPROVAL is hereby granted for the following: MINIMUM REQUIREMENTS: gallon septic tank or aerated treatment unit. Absorption area or dispersal area computed as follows: PERCOLATION RATE: 1 inch in n/a minutes. Absorption Area per Bedroom No. of Bedrooms x sq. ft. sq. ft. minimum requirement per bedroom total sq. ft. minimum requirement. SPECIAL REQUIREMENTS: The installation of the Evapotranspiration bed must be as per the Eldorado Engineering design submitted to the department. See the Design 0--4ter4a pE�-t4en e= the -plan, eetisn & det DATE: 2±dx9oxx Sept. 29, 1981 INSPECTOR: Sid Fox. Assistant **CONDITIONS: 1. All installation must comply with all requirements of the County Individual Sewage Disposal System Regulations, adopted pursuant to authority granted in 25-10-104, C.R.S. 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 building and zoning departments shall automatically be a violation of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Section III, 3.21 requires any person who constructs, alters, or installs an individual sewage disposal system to be licensed according to the Regulations. FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Eagle County Individual Sewage Disposal System Regulations until the installed system is approved prior to coverii any part. Installed Absorption Dispersal Area: sq. ft. Installed Septic Tank: I.c00 gallons. Design Engineer of System: F-1&0r�;aCS Installer of System: 0L--;,ea' th;4eA Ag 0-r< e ` Septic tank cleanout to within 12" of final grade or aerated access ports above grade? Yes X No _ Proper materials and assembly? Yes X No Compliance with permit requirements? Yes ( No Compliance with County/State regulations requirements? Phone: IAA-�� %-AD, Yes ( No (Any item checked "No" requires correction before final approval of system is made. Arrange a re -inspection when work is completed.) SATE: INSPECTOR: .INSPECT 0 DATE: INSPECTOR: `. ! 1 ri)�i{ �l.li_ F'L/Af'4 HiVU rt -�-•'1 �� _` 749-5257 27-3823 EDE ENVIRONMENTAL HEALTH 2-3 % BOX 850 EAGLE, COLORADO 81631 PERMIT FEE PERCOLATION TEST FEE = $50 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT NO. /mil% NAME OF 014NER: GQL AS_eEk) C00 i�©OeQ4( OeJ ADDRESS: _ , -3 e AV F kS pE-),) Co PHONE: NAME OF APPLICANT (IF DIFFERENT FROM OWNER): C-H/A EL SS W- , CDL[5-12,/-q,4,2Af4 Z C&L _ ADDRESS: 2.39 V'Gk�WQ P_ /Au E &-Sr-) C) C� PHONE : DESIGN ENGINEER OF SYSTEM (IF APPLICABLE): EL 'DDeA-ho E06[aatziew6 ADDRESS: (,Lomut)(DoQ� 2?e[otoS . coC.-b_ PHONE: PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: 41CF&)SC6 / /_&7W [, ;7,e . ADDRESS: PHONE: PERMIT APPLICATION IS FOR: (�) New Installation ( ) Alteration ( ) Repair LOCATION OF PROPOSED FACILITY: County E46,L6-e- Lot Size 3 City or Town, if within City or Town Limits LEGAL IDESCRIPTION: rt'2A _T-'J . 4o , tiaTY Sic 3 , Lo< < Sfc c c 4 La jt- z 3 6, '7 S 9C, c f STREET (RURAL) ADDRESS: << iZ moors �: � j�-SC tr 4071 ��� z� Sf-� S _ 12l4&6:G� 87 W, IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY? ( Yes ( ) No BUILDING OR SERVICE TYPE: (Check applicable category) ( ) Residential - Single-family dwelling ( ) Residential - Triplex ( ) 51dential - Duplex ( ) Residential - Quadplex ( Commercial - State usage /�c�.�h-i l,� # Persons ���%U�. # Bedrooms WASTE TYPES: (Check all applicable) ( ) Commercial or Institutional (tj Dwelling (�/ bage Grinder ( ) Non -domestic wastes ( ) Transient Use (hwasher ( ) Other ( Automatic Masher SOURCE AND TYPE OF DATER SUPPLY:' (4-1 Well ( ) Spring ( ) Creek or Stream Give depth of all wells within 200 feet of the system: l Z If supplied by community water, give name of supplier: TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: ( ) Septic Tank ( ) Aeration Plant ( ) Chemical Toilet ( ) Vault Privy ( ) Composting Toilet ( ) Recycling, Potable Use ( ) Pit Privy ( ) Incineratio►}�Toilet ( ) Recycling, -Other Use ( ) Greywater ( ) Other C—I WILL EFFLUENT BE [;SCHARGED DIRECTLY INTO WATERS OF THE STATE? ( ) Yes (VT No Signature Date WE,/ * * * * * * * * * *(,,A * * * * * * * * * * * * * * * * * * * * INFORMATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER GROUND CONDITIONS: Percent Ground Slope: Depth to Bedrock (per 8' Profile Hole): Depth to Groundwater Table: SOIL PERCOLATION TEST RESULTS: M'nutes per inch in.Hole No. 1 M1inut es per inch in Hole No. 2 / Minutes per inch in Hole No. 3 FINAL DISPOSAL BY: ( ) Absorption Trench, Bed or Pit ( ) Evapotranspiration ( ) Above Ground Dispersal ( ) Sand Filter ( ) Underground Dispersal ( ) 'Wastewater Pond ( } Other aQ aka C�Oaa���ac�a�or��a�da�a To: Subject: Charles Cole Refund for Overpayment From: File No.: IDDWate: Nancy Morgan, Environmental Health Offi e Sept. 25, 1981 Enclosed please find an Eagle County Warrant #85229 in the amount of $75. This is the refund of your overpayment for your Individual Sewage Disposal System Permit application fee. The actual fee of $75 will not be increased to $150 until October 15, 1981. As per our phone conversation this morning, the building permit will be released with our approval upon our receipt of your floodplain permit application fee. If you have any questions, please contact us at 927-3823 or 328-7311. Sincerely, Nancy C. Morgan, S retary Environmental Health Department P. O. Box 850 agle, Colorado 81631 Enclosure C."\L7LC UUUNI T C5UILUIIVl7 rcI-5IV[ 1I "rLIv—"IIvIv FINAL: C/O INSPECTION, LANDSCAPE INSPECTION FORM Rev.jev Routing Form ( ) Primary Routing ( ) Rerouting Dat4 Refe red AppI icant Permit No. (9`,(,-r �d - �' e7-"4 Location Planning Commission File No. Review and return to the County Building Official within 6 working days Y Planning: Complies with; Yes No , - Reviewed by: Date: G Subdivision Regulations Zoning Regulations ❑ H Site Plan (Landscaping) ❑ ❑ Recommend Approval CommentG�� County .ngineer : Roads ❑ ❑ Grading ❑ ❑ Drainage ❑ ❑ ❑ -1❑ Comments: Recommend Approval County Health: 'Water ❑ Santation ❑ 11 Perc. test ❑ - � Recommend Approv/aJl : Ch m.wnents • y Final Inspection: C/O Recommend Approval ❑ ❑ Comments: Final Inspection: Landscaping Recommend Approval ❑ ❑ Comments: /O Issued by final Filing Date Date r 3 9 Ve gr Ave JOB NAME Cole sp orpo a on W u,Y.�4 v� JOB NO. "SCR JOS LOCATION BILL TO DATE STARTED 1 1 DATE COMPLETED 1 sc .-L PERMIT # 538 OWNER: Cole Aspen Corporation (Charles Cole) LOCATION: Tract 40-41-42 - Rock. Bottom Ranch INSTALLER: Owner DWELLING: Employee Housing and Barn SIZE OF TANK: Evapotranspiration bed designed by Eldorado Engineering Company - owner installed as designed. Comments: An inline pump was required and installed due to a problem with gravity feed to grade of dispersel area. Finalized: 6-8-82 By: Richard Pylman z • )ER DATE BI JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL TOTAL ,LABOR INSURANCE SALES TAX MISC. COSTS / TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS OF SELLING PRICE NET PROFIT Printed in U.S,A. G INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 ORIGINAL PERMIT #1146-92 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. ALTERATION PERMIT NO. 2139A-01 BP NO. 13 886 OWNER: ASPEN CENTER FOR ENVIRONMENTAL STUDIES PHONE: 970-925-5756 MAILING ADDRESS: 100 PUPPY SMITH STREET, ASPEN, CO 81611 APPLICANT: TOM CARDAMONE PHONE: 970-925-5756 SYSTEM LOCATION: 2001 HOOKS SPUR LANE, BASALT, CO TAX PARCEL NO. 2465-041-00-003 LICENSED INSTALLER: ASPEN EARTHMOVERS, CHARLES MONTOVER LICENSE NO. 20-02 PHONE: 970-963-0377 DESIGN ENGINEER: CHURCH & ASSOCIATES, TIM PETZ PHONE NO. 303-463-9317 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 5 BEDROOM RESIDENCE 1000 GALLON ONE COMPARTMENT SEPTIC TANK INSTALLED IN FRONT OF THE EXISTING 750 GALLON TANK NEAR THE CARETAKER UNIT, AND 1364 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 44 INFILTRATOR UNITS, AS PER ENGINEER'S DESIGN. SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER'S DESIGN REVISIONS DATED 9/21/01, WITH A CLEANOUT BETWEEN THE TANK AND THE HOUSE AND INSPECTION PORTALS IN EACH TRENCH. REMOVE THE PLASTIC DISTRIBUTION BOX FROM THE EXISTING EFFLUENT LINE AND IN- STALL THE FLOW SPLITTER AS DIRECTED ON THE SECOND PAGE OF THE ENGINEER'S DESIGN. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS, AND DO NOT INSTALL IN WET WEATHER. CALL EAGLE COUNTY AND THE DESIGN ENGINEER FOR THE FINAL INSPEC- TION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT Br ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: �L/ILL� DATE: 44EC�I 4, 2001 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: 1364 SQUARE FEET (VIA 44 INFILTRATOR UNITS TOTAL AREA 1964sa) f INSTALLED CONCRETE SEPTIC TANK: 2000 GALLONS IS LOCATED 40 DEGREES AND 14 FEET A INCHES FRoM _ THE ELECTRICAL BOX TO THE LID OF THE FIRST COMPARTMENT OF THE TANK COMMENTS: THE FINAL INSPECTIONS WERE DONE BY RAYMOND P. MERRY OF EAGLE COUNTY FNVTRONMFNTAT HEALTH AND THE DESIGN ENGINEER ON 8/22/02. THE ENGINEER'S FINAL CERTIFICATION AND AS —BUILT DRAWING WERE RECEIVED ON 10/9/02. THIS SYSTEM IS LARGE ENOUGH FOR A 5 BEDROOM RFSTDFNCF ANY ITEM NOT MEETING REQUIREMENTS WILL BE C EC P R IN7tL-PROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL - -? DATE: OCTOBER 16, 2002 Incomplete Applications Will NOT Be Accepted (Site Plan MUST be attached) -4-" 114(, -9-)- UU ISDS Wermit # I 1 Building Permit ## 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 * .PERMIT APPLICATION FEE $150.00 * PERCOLATION TEST/SOIL PROFILE AND SITE EVALUATION FEE $200.00 * SITE VISIT/CONSULTATION FEE $85.00 * REINSPECTION FEE $47.00 * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" ************************************************************************** PROPERTY OWNER: MAILING ADDRESS: 100 RAP S,M, (-1 Axle" Co1Rl ( � I- IC,aN'PHONE Alj ::. (— APPLICANT/CONTACT PERSON: an�r�vti�_� �I Cj- PHONE: �<<7�� 4?6j- 6flgaa LICENSED SYSTEMS CONTRACTOR: ✓moo � e 5 � PHONE: qQ COMPANY/DBA: ADDRESS : 0101-fu©IcC L,, -44 13 2e.,4,k 5 R(ad *************************************************************************** PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION (/ ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: Tax Parcel Number: Physical Address: 83 atoe- s BUILDING TYPE: (Check applicable category) (0"" Residential/Single Family Number of Bedrooms _ ( ) Residential/Multi-Family* Number of Bedrooms (,-" Commercial/Industrial* Type F-eld 5,7a&e1 C,?.,,aen—_. *These systems require design by a Registered Professional Engineer TYPE OF.WATER SUPPLY: (Check applicable category) (t4 Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: APPLICANT SIGNATU E : Date: *************************************************************************** AMOUNT PAID: 3,�0, RECEIPT ## : DATE: O7� 61 CHECK #: oL CASHIER: DEPARTMENT OF JENYFRctNMENTAL HEALTH (970) 328-8755 FAX (970) 328-8788 TDD: (970) 328-8797 TOLL FREE: 800-225-8136 www.eagle-cou nty.com EAGLE COUNTY. COLORADO October 16, 2002 Aspen Center for Environmental Studies Attn: Tom Cardamone 100 Puppy Smith Street Raymond P. Merry, REHS Director Aspen, CO 81611 RE: Final of ISDS Alteration Permit #2139A-01, Tax, Parcel #2465-041-00-003. Property location: 2001 Hooks Spur Lane, Basalt, CO. Dear Mr. Cardamone: 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, 'l 4 Janet Kohl Eagle County Environmental Health Department ENCL: Informational Brochure Final ISDS Permit cc: files OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 'FAX (970) 328-8788 TDD: (970) 328-8797 TOLL FREE: 800-225-8136 www.eagle-county.com EAGLE COUNTY, COLORADO Date: December 14, 2001 TO: Dreager Construction Raymond P. Merry, REHS Director FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal System Alteration Permit No.2139A-01. Tax Parcel # 2465-041-00-003. Property Location: 2001 Hooks Spur Lane, Basalt, CO., Aspen Center for Environmental Studies. Enclosed is your ISDS Permit No. 2139A-01 and a field copy of the engineer design stipulated on the permit. It 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 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 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. Due to the onset of inclement weather, Eagle County will not perform final inspections after December 1, 2001. All field work will resume, weather. permitting, on March 15, 2002. 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 & Associates, Inc., Tim Petz OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS October 6, 2002 Aspen Center for Environmental Studies Attn: Tom Cardamon 101 Puppy Smith Street Aspen, Colorado, 81611 Subject: Installation Observation, Proposed Center Upgrade Aspen Center for Environmental Studies 2001 Hooks Spur Lane Eagle County, Colorado Job No. 13495W Mr. Cardamone, RECEIVED OCT 9 2002 ENVIRONMENTAL HEALTH DEPARTMENT As requested, we observed the installation of the onsite wastewater system (OWS) for the subject site on July 16 and August 7, 2002. The system was designed under our Job No. 13495W, dated May 24, 2001 and revised September 21, 2001. The system includes the installation of one 2000-gallon, two -compartment, precast concrete septic tank with a pump in a BiotubeTM pump vault and four gravelless chamber -trenches. Each trench has 1 row of 11 chambers for a total infiltrative area of 682 square feet (SF). There is an existing field that has four trenches for a total area of 600 SF. A one -inch PVC manifold was used to distribute effluent to the new and existing fields. A two-inch.PVC pump line was installed to replace a four -inch PVC line and to dose the one -inch manifold. Concrete distribution boxes are used to distribute effluent to the existing and new drain fields. An as -built drawing is included as Figure 1. The pump, alarm, and BiotubeTM vault were in place at the time of our second site visit. The construction foreman may activate pumping system at his discretion_ The components of the OWS were installed in conformance with our plans and specifications. CHURCH & Associates, Inc. Timothy R. Petz Project Manager TRP/erb Reviewed by Edward O. Church, P 2 copies sent copy to Eagle County Department of Environmental Health, Attn: Ray Merry copy to Aspen Earth Moving, Attn: R. Stevens, PO Box 1090, Carbondale, CO 81623 DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358 EVERGREEN 303.816.1455 303.463.9317 Fax: 303.463.9321 LOVELAND 970.663.2124 WESTERN SLOPE 970.948.5803 ISDs Permit #=_ z, -i 4 -0 J Date aO .;x ISDS Final Inspection / - Cammletenese Form = Tank is �©06 gal. Tank Material c/ Tank is located /V ft. and LQ a degrees from -- - 1ps..n.he lendork) Tank is located ft. and degrees from (per went landmark) Tank set level. t/ Tank lids within 8" of finished grade. �/S AI of field ��`ft`2'_ units lineal ft. Technology Zl, r aE ��tj e%% sdu, lis, t�K�� �� �'i-ae. �✓Cleanout is installed in between tank and house(+ 1/100ft) where is a "T" that goes down 14 inches in the inlet and dk outlet of the tank: in -let. and outlet is sealed with tar, -,tape, rubber gasket etc. t.^F"ek has two compartments with the.;-Z_ager- :.apt p3atment closest to the.., house. Xdabure: distance and relative ✓ Depth of field. .3 _ ft. Soil interface raked. -. Inspection portals at the.end'of each trench_ Proper distance to setbacks. Chambers properly installed as per manufacturer$ specifications. (chambers latched, end plates properly installed, rocks 'removed from trenches, etc.) Type of pipe used for building sewer line S� YD leach field 6f Other 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 50 10 5 10 50 10 * 10 CHURCH OWC, LLC Onsite Wastewater Consultants July 28, 2008 Aspen Center for Environmental Studies Attn: Tom Cardamone 101 Puppy Smith Street Aspen, Colorado, 81611 Subject: Assessment of OWS Capacity Aspen Center for Environmental Studies 2001 Hooks Spur Lane Eagle County, Colorado Job No. 13495W Mr. Cardamone, CHURCH Onsite Wastewater Consultants, LLC (COWC) has discussed the proposed addition of 3-Yurt style tents on the subject property to accommodate temporary sleeping arrangements. Our understanding from our telephone discussion with Ms. Bobbi-Ann Houtsma on July 23, 2008 is that there is an existing 5-bedroom onsite wastewater system (OWS) on the property. Three -Yuri style tents are proposed to be added. Ms. Houtsma has indicated that the county has asked for an engineer's assessment letter providing an opinion of the system capacity for the additional bedrooms. CHURCH & Associates provided a design upgrade of the original system in a report dated May 24, 2001, and a recommended alternatives letter dated July 9, 2002. The original OWS was upgraded in 2002 to add tankage and drainfield area to accommodate the domestic wastewater flow from a 5- bedroom residence. The existing system now consists of a 2,000-gallon, two -compartment, concrete septic tank with pumped discharge to two drainfields. The initial drainfield contains 600 SF and the drainfield added in 2002 contains 682 SF for a total infiltrative area of 1,282 SF. An infiltrative area of 1,275 SF is required using the regulations current in 2001. The current wastewater generating capacity of the facility is for three bedrooms. The yurts proposed are to be used for a limited period of 6-months of the year. Considering the limited time the yurts will be usable (6-months) and the fact that the OWS is designed using the peak daily flow, rather than the average daily flow, COWC believes that the existing system will be able to support the temporary addition of one additional bedroom, above the design capacity of the system (3-bedrooms + 3-Yurts). This COWC opinion is based on the understanding that the system is and will be used at a level at or below the design capacity, and that the volume of wastewater generated with the three tents will not exceed 900-gallons average per day or 1,350-gallons peak per day. In addition, the opinion is based on the system being maintained properly, with a minimum of an annual system monitoring and maintenance observation being conducted by trained personnel, and that any system materials or equipment noted to be malfunctioning is repaired or replaced as soon as the malfunction is noted. If there are questions or if we can be of further assistance, please feel free to call us at your convenience. 9590 West 14th Avenue Ste. 100, Lakewood, CO 80215 Voice 720-898-3434 FAX: 720-898-3455 s 4- OWS Capacity Assessment Job No. 13495W July 28, 2008 Page 2 CHURCH Onsite Wastewater Consultants, LLC Robert W. Wright, P.E. RWW 2 copies sent Copy sent to: Jessen. Eagle County Department of Health, P.O. Box 179, Eagle, CO 81631, ATTN: Mr. Andy Jul 11 02 09:58a p•2 A CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS July 9, 2002 Aspen Center for Environmental Studies Attn: Tom Cardamon 101 Puppy Smith Street Aspen, Colorado, 81611 Subject: Septic Tank and Effluent Distribution Recommendations, Proposed Center Upgrade Aspen Center for Environmental Studies 2001 Hooks Spur Lane Eagle County, Colorado Job No. 13495W Mr. Cardanione, As discussed with Rick Stevens of Aspen Earth Moving, we are providing alternatives to the original tank recommendations, and commenting on effluent distribution specifications, as designed by Church and Associates in our September 21, 2001 OWS Design. Our original recommendations required the installation of one 1000-gallon tank to be used in conjunction with existing 750-gallon tank. After excavation of existing tank, the 750-gallon septic tank should be replaced. A 2000-gallon two -compartment. precast concrete septic tank to accommodate the required effluent filter at the outlet of the2000-gallon septic tank is capacity is recommended. The inclusion of an recommended. As an alternative to two pumps, a higher head pump maybe placed in proposed 2000-gallon septic tank to eliminate a second pump. Due to the elevation of the existing distribution box and the proposed drain field, two one -inch valves should be installed to achieve even distribution. The two-inch pump line should extend up -gradient of both drain fields. The pump line should be restricted down to a one -inch line, at the high point, and `teed' to two one -inch valves using a level manifold. From this point, the lines may gravity discharge into appropriate distribution boxes, as presented on Figure 1 _ If there are questions or if we can be of further assistance, please call. The project manager is Tim Petz. CHURCH & Associates Inc. Edward O. Church, P.E. EOC/trp 13172 -7�. 2 copies sent Fax to Rick Stevens, Aspen Earth Moving, 970-963-2247 DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 30033 CASTLE ROCK 303,660.4358 303.463.9317 Fax:303.463.9321 EVERGREEN 303.816.1455 LOVELAND 970.663.2124 Jul 11 02 09:58a p.3 CV W N � e 0 "3 u.- 3: , 0 as o wLU ----z U w Z g J w a w� z z �Xcn o �W LL Z �cn ; �Z C)cewQJ _z o o w W� oQO Q Uj W a. U) w a-,�! 1L U a_ d YnW m Q oT- zEo 0� ooa >- v' " QUvILr a 0 `D _ z `7 z a_Lu� w"� w Z O z 1: a Z - Q p <00 2 z 0 z XQu o � p cry z Q > cr v� s=- � C p O rn LL W lr C 8 a_ f ' _z z ~ F Zz aCf)X >ZLLZ / F=LL z ! �wOZ W Z I Ui co- �� f �o->CLO ) �Q >nL j f O O LW__i_U—=W19 r-cv f O~ oZZZ U� � LU (f) 7<Q / wZz _ LLIQ LU / a j O �Nac ate.. LU CL Z Z�W LL CL (If� � 3: 0 U- _j ZYD OZ 0Lij ZU 00 �J U)Q�LU=a�j <ZQ�o Li- o � ic, LLIw LLJ _ O ZO W �.� acOx-JF-0~m c=�ZVy'ryLL z -! CY ,°J�z d� zoWiz �T" 0 nW�Qo0_ L%i �U Cl1 � <C ztDw—LLU � z3: (1) 0 2 � 0 Zwg wg0 oacc°� Wn WOO 000 z 2 w aO0 QNW rt in Q Q Er U z LU D <C w w_- a� a � w ' F- n-r 0ZF� z O I_ V a U � w � U Q f- > O [f •: s �- F- Zw0- w -jwa- alit w "U� ��I�yO ■ N o LU • Z m z J w Ir O U Z w 7j CL-� im a z >cnZ Q X z W o w �w � +-D wm <-it i �X ZOS26--- F-w= au; Z(W0LL� o w 0�i zmmluU cnaz--� %0<F--=vo 0 m o F- ow vcouWm c j ErQ of U - IL Z WO� I .©IrVL] ! 7 - o d- z r J > w CL � z Q i CHURCH & Associates, Inc. lzr- ENGINEERS & GEOLOGISTS 12--1D 1 o 1 -1)--Vl Lp,,uTzA -'FA\YjcEy—i S-oce-) EAGi--'C- CO <�I CQ31 Sv-ka. —i d N-,)PtlJ CNm SPoR L.RNr- (No G- ?-D,j NDu±P,T -kZ o \�j Pas 65-�Wl t 11-i T 1�� �( ► L-E 1 ,%, ;� � 18� cC� l "2�C7� T'J j t3vze 1\a3N - . 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 CHURCH Associates, ENGINEERS & GEOLOGISTS May 24, 2001 ,Aspen Center for Environmental Studies �Attn: Tom Cardamone 101 Puppy Smith Street Aspen, Colorado, 81611 Subject: OWS Upgrade Design, Proposed Center Upgrade Aspen Center for Environmental Studies 2001 Hooks Spur Lane Eagle County, Colorado Job No. 13495W (303) LF�'3--q3l'7 OuL 5 1l c Y7�7 11 Z ,�'za� cod;6k'L- z Is-4- 51 (� , Mr. Cardamone, L �� io6 t; - lCn As requested, we have designed an upgrade to the onsite wastewater system (OWS) for the proposed additions to the Aspen Center for Environmental Studies in Eagle County, Colorado. SITE CONDITIONS The property is in a rural area in Eagle County, where O S are required. The proposed drain field area has a 5% slope to the southwest and a moderate cover of native grasses. There are several structures on the subject property. A two -bedroom caretaker unit is utilizing a 600 square feet (SF) drain field and two 750- gallon septic tanks. The site is served by a well located 110+ feet from the drain field. PROPOSED CONSTRUCTION The two -bedroom caretaker unit at the location presented on Figure 1, is to be upgraded to three - bedrooms. At the owner's request, we are designing the OWS to accommodate -five bedrooms to allow for future build -out. The OWS was sized based on 5 bedrooms and 750 Gallons Per Day (GPD) using Ea e, County Environmental Health Department loading of 150 gallons pew_per bedroom. The sewage loading with a peaking factor of 1.5 is 1125 GPD. This loading includes washing machines and garbage gr- inders. The drain field is to be a minimum of feet to all streams and irrigation ditches. t SUBSURFACE CONDITIONS Our office confirmed subsurface conditions by digging one profile pit 8 feet deep. Subsurface materials encountered consisted of 1.5 feet of sandy topsoil, underlain to 8 feet by sand with gravel and cobbles. No ground water or bedrock was encountered. Percolation tests were performed by the county and are included in Appendix A. Percolation tests indicate percolation rates of 10 to 20 minutes per inch (N PI). 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 OWS Upgrade Design Job No. 13495W Page 2 RECOMMENDATIONS used on the published LTAR table, the soils encountered at the subject site have an LTAR of 0.6 gallon/SF/day. Using the peak loading of 1125 gallons per day and an LTAR of 0.6 gallon/SF/day, 1875 square feet (SF) of drain field is required. There is 600 SF of drain field existing, resulting in 1275 SF of drain field required. Using standard Infiltrator chambers and taking a 50% reduction, 638 SF of drain field would be required. We are designing an OWS based on an LTAR of 0.6 gallons/SF/day, which requires 638 SF of drain field with a 50% reduction.1_1 o 16 0( RECOMMENDATIONS The existing system is made up of two 750-gallon tanks and 600 square feet (SF) of drain field at e locations presented in Figure 1. The existing system will be utilized when future build -out occurs. T e installation must include a septic tank and three chamber -type drain field trenches installed at the location presented on Figure 1. The installation must include one 1000-gallon, single -compartment, precast concrete septic tank with an effluent filter on the outlet and three chamber -trenches, each with g ow of 14 chambers. The additions of the tank and new field bring the tank capacity to a total of 21W C as and the infiltrative area to a total of 1238 SF. This proposed OWS would accommodate a total of five bedrooms. A flow splitter basin is required to distribute effluent to the trenches. Speed levelers or flow regulators should be provided in the flow splitter basin to allow areas of the drain field to be closed until build -out takes place. The existing plastic distribution box must be removed. Vehicle movement over the drain field trench areas during construction should be kept at a minimum (� to prevent compaction of the receiving soils. The bottom of the bed should be scarified with a pic . �J shovel, or backhoe bucket teeth prior to the addition of dispersal gravel. The surface of the field should be seeded after installation of the fields. A native seed mix should be sown of the drain field to revegetate the surface. These mixes do not require irrigation and develop a growth 10 to 15 inches high. No automatic sprinkler system should be installed over the fields. OPERATION AND MAINTENANCE The owner must realize an OWS is different from public sewer service. The owner must be aware of, and assume responsibility for maintenance of the system. In the absence of a monitoring program, the septic tank should be pumped every two years. Effluent filter and screened vaults, as applicable, are to be cleaned during pumping. There are daily considerations such as not putting plastic or other nonbi- odegradable materials into the septic system. Garbage disposal use should be minimized. 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. LEVMATIONS An OWS design should be installed by a contractor who is experienced in its installation. Our 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 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. The county and our firm must be contacted upon completion of the OWS VIM bt.W 165 S r� OWS Upgrade Design Job No. 13495W Page 3 ,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 system must be licensed in Eagle County and is to have demonstrated knowledge of the county ISDS regulations and requirements. If there are questions or if we can be of further assistance, please call. The project manager is Tim Petz. • Sincerely, CHURCH & Associates Inc. . ® RE^ Edward O. Church, P.E. EOC/trp/erb 3 copies sent W O' V �� v Y CV co � z W LL it � o _ v Z h W J J�UU Z `- U tLa ���w w Z� Op= W—! U `L Z OfErcn o�u)�- F— o oti� wL)Fw-z Cwrj Q W W M- ZO J u- V p fn W V V -J tt) Y � ZLi- o�Q 6) QU)UUW Z¢ W LL �mQ W �j H Z Hw ?s w z U- OfOj wcn 0 Zw OO Z t CqZQ> v 0 Qp �— z z mw < O c6� m �w U I- o E r cn Lu O xr-� ,� U) a wr•� inw Jo JUU)/ 0 0 �U) E---j�: w �o Qp0 cn ozo v>d ) w X a w ax a�a w W /m00 p LL w ~ M- / Q Q 0- HCL F- o / Z i— co U IL !_- to IL Z ,i W w >— J w= ooz W IL Lu Z U�Wwozo Erm / Co �WZ) �o O 5 � cwr) 0 f � w u :r M c� Z ?zvo�-CK 0 0 _3 w ch u- v �- Z W cr W Z O -- -- / -� w w O NO(n<(n �x wo f Q a az ;m / ``oC� /LO W(n �w��aw � / �a� � !- z Zw a =o 0 �� o_z LL- 0 �Lu _� Ww W o O a� O>U)Z4avi OZa % cT >=wox owozZ) 0w w-ac' zW EE i5jF- O w Z CL r 0nJaU rn r, e M-- ,T<i .-, § � V) §m L.i L L L z \ | e � k f n §§ U §§ § x e� E // /W§ m =1w a �§w. + 2 ��8a ® �« v §"p�tk2 <�7-oom o / �<<Z0 Un-o,�§e K L)Saau_ © F: 2 w�-<rw z 2icmz� m �10, a8q\ §�2 oLd q §2 o w�U) << . § m 2Mm UMM «§< m Pu§ -i § 5� w a WL, �n M FIE / I332L E /kLUe 2 3§O© 3 . < bLLMmj oL,:,x § E oz« K M Z,3 Z X i k k / �» cn u � o� g � ° ® E o eE ©10k CL kk'Zle §�§ @ 2 moWp�-LL, nmmk <V)z-C§ <izz r \ E w./d§§k�S § w2]�••2mƒ $ 2 o �@E�w«<�5 n g z W?Wnmwxwo \ § miau <<WMQ 3 W 2 \ & CD rrr �r V ~_ Q ' VJ ■ a . 2 cri U CC FE U � cz _v Q. Q� E ' W 81 = W V n V c O m N CL s v 3 C) ^ E. .c ® o` o CL w v a` a) _ v o, L c •3q� V m Cyr. �O CL n v O n v� U Y 7 t7 [i ccnn 5i Z Q V a. W C/O W I-• W v F5 N W W H Z O U-i = H a� oW W J < z O LL J Z Q W p J oLL- w U W z Q FW-- J CO N W � z ULu Z "T W W F- Q Elf C) cn O N to .1 _U S 0 �z O N o Z It ?-F- o= z S W U N LU � O N a' N v u Z: 0 000f .Kt LU L �.f,�f, M CD � C C W o E pa- N u C' 0 O �^ Z CD CO a�T o ®-3 CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS September 21, 2001 Aspen Center for Environmental Studies Attn: Tom Cardamone 101 Puppy Smith Street Aspen, Colorado, 81611 Subject: Revised OWS Upgrade Design, Proposed Center Upgrade Aspen Center for Environmental Studies 2001 Hooks Spur Lane Eagle County, Colorado Job No. 13495W Mr. Cardamone, As requested by the county, we have revised the upgrade design for the onsite wastewater system (OWS) for the proposed additions to the Aspen Center for Environmental Studies in Eagle County, Colorado. The revisions are based on a new location for the proposed septic tank and a change in the configuration of the new drain field to allow for more equal distribution of effluent from our original design, dated May 24, 2001. All previous designs should be discarded to avoid confusion. SITE CONDITIONS The property is in a rural area in Eagle County, where OWS are required. The proposed drain field area has a 5% slope to the southwest and a moderate cover of native grasses. There are several structures on the subject property. Atwo-bedroom .caretaker unit Js. utilizing a 600 square feet (SF),drain field and two 750= gallon septic. tanks. The site is served by a well -located 110+ feet -from the drain field:_ PROPOSED CONSTRUCTION The -two. -bedroom -caretaker unit at% the location -,presented on 'Figure 1, is to be 'upgraded to three= bedrooms: At the owner's :request,, w.e are designing, the OWS to accommodate five -bedrooms to allow for future: build -out. The OWS was sized based on 5 bedrooms and 750 Gallons Per Day (GPD) using Eagle County Environmental Health Department loading of 150 gallons per day per bedroom. The sewage loading with a peaking factor of 1.5 is1`125`"GPD. This loading includes washing machines and garbage grinders. The,, drain field is -.to be a:minimum of 60, feet.,to allstreams and irrigation ditches. SUBSURFACE CONDITIONS Subsurface materials encountered consisted of 1.5 feet of sandy topsoil, underlain to 8 feet by sand with gravel and cobbles. No ground water or bedrock was encountered. Percolation tests were performed by the county and are included in Appendix A. Percolation tests indicate percolation rates of 10 to.20 minutes per 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 Revised OWS Upgrade Design Job No. 13495W Page 2 inch (WI). A profile pit must be excavated and observed by our firm and the county to confirm subsurface conditions prior to installation of the OWS. RECOMMENDATIONS Based on the published LTAR table, the soils encountered at the subject site have an LTAR of 0.6 gallon/SF/day. Using the peak loading of 1125 gallons per day and an LIAR o� 0�6`-gallori/SF/day, 1875 square feet (SF) of drain field is required. There is 600 SF of drain field existing, resulting in 1275 SF of drain field required. Using standard Infiltrator chambers and taking a 50% reduction, 638 SF of drain field would be required. We are designing an OWS based on an LTAR of 0.6 gallons/SF/day, which requires 638 SF of drain field with a 50% reduction. RECOMMENDATIONS The existing system is made up of two 750-gallon tanks and 600 square feet (SF) of drain field at the locations presented in Figure 1. The existing system will be utilized when future build -out occurs. The installation must include a septic tank and four chamber -type drain field trenches installed at the locations presented on Figure 1. The installation must include one 1000-gallon, single -compartment, precast concrete septic tank with an effluent filter on the outlet and four chamber -trenches, each with 1 row of 11 chambers. The additions of the tank and new field bring the tank capacity to a total of 2500-gallons and the infiltrative area to a total of 1282 SF Flow, of, effluent.,.must diverted.,frorn.the.,first 750-gallon septic tank -to. the proposed 1000=gallon-septic-tank: ,This_will,allow for the required,.holding .capacity in the first compartment of the serie& of -tanks: This proposed OWS would accommodate a total of five bedrooms. A flowsplitter basin -is required to distribute, of luent=to the trenches. Speed levelers, or, flow regulators should be provided, in the. -flow splitter'basin-toallow areas of the drain field to be closed until build -out -takes place. The existing plastic distribution -box -must be removed. Vehicle movement over the drain field trench areas during construction should be kept at'a minimum to prevent compaction of the receiving soils. The bottom of the bed should be scarified with a pick, shovel, or backhoe bucket teeth prior to the addition of chambers. The surface of the field should be seeded after installation of the fields. A native seed mix should be sown of the drain field to revegetate the surface. These mixes do not require irrigation and develop a growth 10 to 15 inches high. No automatic sprinkler system should be installed over the fields. OPERATION AND MAINTENANCE The owner must realize an OWS is different from.public sewer service. The owner must be aware of, and assume responsibility for maintenance of the system. In the absence of a monitoring program, the septic tank should be pumped every two years. Effluent filter and screened vaults, as applicable, are to be cleaned during pumping. There are daily considerations such as not putting plastic or other nonbi- odegradable materials into the septic system. Garbage disposal use should be minimized. 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. Revised OWS Upgrade Design Job No. 13495W Page 3 LDHrATIONS An OWS design should be installed by a contractor who is experienced in its installation. -Our 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 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. The county and our firm must be contacted upon completion 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 repots are to conforn, to the requirements of the ISDS regulations. The installer of the system must be licensed in Eagle County and is to have demonstrated knowledge of the county ISDS regulations and requirements. If there are questions or if we can be of further assistance, please call. The project manager is Tim Petz. Sincerely, CHURCH & Associates Edward O. Church, P.E. EOC/trp/erb VO REF" 172 a 2-copies-mr Copy to Eagle County Environmental Health Department, Attn: Laura Fawcett P.O. Box 179 Eagle, Colorado 81631 via Priority Mail Z z 0 a � _ w CO T w z -i � Z J (n0IL o�Z C7 0 J�Q LL w�cwn Qom= WJ ' - �` �- o 0� w IL a' Z w D - U ]C w p Z Z p J r w Z J z-i< ' 0 J LLco x (o � T Y ~ZUO _ w Ir }=-W Z, 3:(( Will �' ' �F_ X��W LL S'Lj WWI cnw Nm WZ WO wZCLM OWF- Z > Zw O�LL0 O�Q; U �� Q U �J(nZ Ir Q 0 cn-i mW �w� � .; :,�. F---O W QoErW Z trWW F •- , W J ED cn wl-iatt: � J ��OLL cn t_0 O 0 Z) z `nn 5o�-Z w IL� LL mod, w 0 co Q Z w/ 0 ZZo irg0 ---IL � C - wa C Cl) 000 Z2J LLJ 0-00 RCN ni-!gW LL O o ,3:o O r. OZWLL LL JOa �-Z J Q X LL cn LL -J Q _O w�-�W o OF C7 Q .p Q � Q V ` F- UY <00 22Q. Q J X QW_` UI , O J Q 0 Lu IV)(D °- Q a: d O uj O wry �_/Rer wa i)IL Z ZZ w o tx F- O Q LL — IL t- J W� a— c>c ZLLW own / W m -i-w 3 W �o C) r O z ����o FtWiado f Q Eu 77 WUMrxM �Z00~� r=-- w w Z z==Cr o� Q Z� m w a iW=ALL / 3a� ! W oz oQ�=�© 0Xo v HJ L�>ccnZ=Q oZQ Cl) Ir 2X: NaJwo�w 20 0 Ix� oUJ tea Z U of <Mom o-aUorr / ! <[-3w-LLU O § f » 2>CD 3m � ■� § zX x �k k k/ oU)_ § $Wd. O L) . o§®�: o°�� 2 �#2K ® �< 0 § `Z M /Z « -SR�zB � a-z°# S a°,�Mo § o8zii§8 0©-Ein e :3 N 2 M,omz � / t238§° Ld «§k§\ < \ k82z� § wom■f« w m k�W ;::k2 E§ < -§ dIt cdw! 2 .l3=� U)Zo$a \f5w°- U) Z m OTD § LLI §]w� _ <� v obu.=} § b oz< � m z i5 § Z-j k z o £ , a / m Na 8) g 8 e LL u b Mo1U) oam' S§e§w w © _ o �mrk����6 f «.=2222JJt �LLI��d--� 0 \ \kow\\k\� R EEIrƒ28z 0§ < 2 =-im-j <<WWn Ld Q � / n \ d z 0 a) 0 C W... --� D ao —I rn S� r Z.M o >m rn 93 0 • 00 z r ---------------- C m 0D mmz O.©ppm C-cNa C -n r- rD Zm rn0 rn m �rn � M 0 3;u z z c� S -i m Z MM r o0 cl� C o MD � m� rn� z� �m m ----------------1~__t_j_--- GARFIELD COUNT GLECOIJNTYY r- CA z c' rn- ro rn to = 9 0 rn *tCD u Amor w 0m INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH P.O. Box 179 - 550 Broadway • Eagle, Colorado 81631 Telephone: 328-7311 or 949-5257 or 927-3823 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1146 `-92 Please call for final inspection before covering any portion of installed system. OWNER: Cole Aspen Corporation PHONE: 925-2822 MAILING ADDRESS: 210-A Aspen Airport Business Center, Aspen, CO 81611 AGENT: PHONE: SYSTEM LOCATION: 1900 Hoops Spur, Basalt, CO 81621 LICENSED INSTALLER: Charlie Cole LICENSE NO. DESIGN ENGINEER OF SYSTEM: INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING: 1500 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT. DISPERSAL AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 325 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: 9 Infiltrators in trenches or 120' of 10" SB2 in trenches. All calculations & sizing pending soil profile information Place inspection portal in each trench. Use 40 PVC under driveways. ,rJ1 ENVIRONMENTAL HEALTH OFFICER:�Ros� DATE �1 `- qo _ b 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, C.R.S. 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. SECTION 111, 3.21 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED ACCORDING TO THE REGULATIONS. FINAL APPROVAL OF SYSTEM: (r0 BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMLIANCE 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: h O D SQUARE FEET. (✓ iC l S f/ti un 7�� INSTALLED SEPTIC TANK: 7 GALLONS DEGREES FEET ez. pr,� SEPTIC TANK CLEANOU TO WITHIN 8" OF FINAL GRADE, OR: PROPER MATERIALS AND ASSEMBLY YES NO COMPLIANCE WITH COUNTYISTATE REGULATION REQUIREMENTS: YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. COMMENTS: Installed per engineer design. McLaughlin Water Engineers, Ltd ENVIRONMENTAL HEALTH OFFICER: DATE: c ENVIRONMENTAL HEALTH OFFICER: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS PERMIT APPLICANT/AGENT: OWNER: AMOUNT PAID: RECEIPT #: CHECK #: CASHIER: Incomplete Applications Will NOT Be Accepted (Site Plan MUST be attached) ISDS Permit # j14� 9� Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. b. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (Basalt) :+:�4C:�Yt�y[�cYCNt:Eck:k��yC;k•JtycYC�YYC:kytx:k:cytJCAyC:k:'ckX�Yik'9[yc'Yc:t•YCycYCJcYCkYc�:C4:ycyCxYC;�CYtyCx"�C:�cYc:�Y�YCix�kyl•Xk:k�k�c� PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $125.00 � T < MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" � :l•:tkYc:YYtYtyc7Y:cyc:k�+cycYckytkYr�:�Ycyt�c:kYcJcyc�icYryc:kYcJ[:tYc�Yc��cYt:��cick;cYcYtycYcyc�:��k��Yt:kkYCk:cYc::YckYcytkyc�rk PROPERTY OWNER: 60 -E Ar- J?iEk') CQ(�a ?Z>I1V DA MAILING ADDRESS: -Q!O- T f i"A" 13L RsHaA), Co, V 611 PHONE APPLICANT/CONTACT PERSON: GAG/(x CI., PHONE: � LICENSED SYSTEMS CONTRACTOR: off PHONE: COMPANY/DBA: ADDRESS: ':cyc�kX'Yc*�Cycx:ycyc*Y:;eYcyc�r*YcycycYc9r:k*',�r�C:k*�r*�cYr*YcYcYcyty;Yc*Y�Yc*Yc*�k�'t�:YC:�:'cx':�:kX'�:yCYc�Yc�cYrYcYryl:k:kr':kYcYcyt�kY[ PERMIT APPLICATION IS FOR: (V<NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: SLe . Tom -- Legal Description: 33- `/-- $' -$7 k¢52,D,,%/tfkT y1f-42 sic:Tax Parcel Number: Lot Size: S�g7 ���5'- � /- oo -�O I Physical Address: (gc* d:t.Qk& Sg22 96gaq- CO. F�hZ/ BUILDING TYPE: (Check applicable category) ( Residential/Single Family Number of Bedrooms Z ( ) Residential/Multi-Family* Number of Bedrooms ( } Commercial/Industrial* Type TYPE OF JAATER SUPPLY: (Check applicable category) (�) Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: *These syste � -e /lire d sigi by a Registered Professional Engineer SIGNATURE: �� Date: 62,1-Az- 7, AMOUNT PAID: ) RECEIPT DATE: CHECK CASHIER TIME LOG: TRAVEL: PERC: FINAL: ;/D W A-1-4r �r�//1A,4t^ /S d'"e'®S/G°vl/iaer Sd✓<Sl.,®�i C,,,... / is o1.;,� /l�i-e COMMUNITY DEVELOPMENT DEPARTMENT (303) 328-8730 EAGLE COUNTY, COLORADO June 3, 19912 Charlie Cole 1900 Hooks Spur Basalt, Co 81621 RE: Issuance of Individual Sewage Disposal System Permit No.. 1146-92 300 BROADWAY P.O. BOX 17? EAGLE. COLORADO S 1631 FAX (303) 328-7207 Dear Applicant: Enclosed is your ISDS Permit No. 1146-92 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 call our office well in advance for the final inspection. The filial inspection is to be done before any portion of the installed system is covered. The deadline for the final inspections done by Eagle County Environmental Health is December 1. 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. �e aware that the specifications on the permit are minimum requirements only. Installers should bring this to the attention of the property owner. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact us at 32s-8755. Sincerely, Brenda Henderson Environmental Health, Administrative Assistant cc: file Building Department, File COMMUNITY DEVELOPMENT DEPARTMENT (303) 328-8730 EAGLE COUNTY, COLORADO July 8, 1992 Cole Aspen Corporation 210-A Aspen Airport Business Center Aspen, CO 81611 RE: Final of ISDS Permit No. 1146-92 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX (303) 328-7207 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 dwelling 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, Brenda Henderson Office Assistant Environmental Health /bh ENCL: Information Brochure Final ISDS Permit cc: Files COMMUNITY DEVELOPMENT DEPARTMENT (303) 3 28.8 730 EAGLE COUNTY, COLORADO April 29, 1992 Dean Derosier McLaughlin Water Engineers 210-A Airport Business Center Aspen, Co 81611 Dear Dean, 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX (303) 328-7207 Enclosed is a copy of my perc test for Charlie Cole's property. I completed the calculation as on any other permit, however, you might want to make adjustments based on the eight foot soil profile or ground water levels. I will need to review a copy of the system design before issuing the ISDS permit. Please include a copy of the soil profile data. As with all RPE designed systems the engineer is required to make the final inspection and provide an as -built drawing to the Environmental Health Division. If I can provide any additional information please don't hesitate to call. Sincerely, Roger Boyd Assistant Environmental Health Officer cc: ISDS permit 1146-92 RB/bh M;rzi WS f McLaughlin Water Engineers, 210A Ventnor Ave., Aspen, Colorado 81611 (303) 92' FAX (303) 92:•- . RONALD C. \I,:... . I]A XORD I DOUGL\ ,Tune 30, 1992 WILLIAMR RALPIi TERRBNCP!'. GIIZA Rodger Boy (a GENE Eagle Couxl� (-yEnvironmental Health Department MICHAR JOIIN P. O. " B o x 179 MICHAEL R RONALDI. Eagle, Colorado 81631 SCOTT: KENNETH MARY A . BRIAN S. . RE: COLE RESIDENCE SEPTIC SYSTEM R)AMES M:I G. DEAN ' RICHARD E. llbl Dear llOdt HAROIi LEA NIu DANIEL M. P1 Inclosed ;are the asbuilt drawings for the septic sys tem.'installed at the Charles Cole residence at the Rock Bottom Ranch in Eagle County. After inspecting of the installation of Ahe:now tank and leach field we believe the system was general y d„;according to our plans and specifications ancEag a n' , dons. R - If you have any questions or requ*rg�(n�pre Y lease feel free to call me. Thanks for your Very Truly Yours McLAUGHLIN WATER; ENGINEERS, LTD`,.`; x �, can De ier CC: Charles Cole MWE _ DenverAM 92-01 l . 001./GDD/Cole-ECEH nLa t 1 y { �iY�p3T tg�?)$�E 16 ("3 jP&IEl N 1 NOW 5 t 16 sy�vw�� SYS•ir3^' DENVER CO TULSA, OK PHOEND(, AZ LAKE DILLON, CO (303) 458-5550 (918) 664-2741 (602):2484102 468-2141 COMPLETE ENGINEERING SERVICES IN: WATER RIGHTS AND RESOURCES WATER TREATMENT AND DISTRIBUTION = SUBSURFACBDRA(NAGE �RRIGI►sIIdN 'STORM FOUNTAINS DRAINAGE AND FLOOD Ct: WASTEWATER COLLECTION, TREATMENT AND REFUSE . FIRE PROTECTION WATER BASED RECREATION .t; $PiA'IY HYDRAULICS RATE STUDIES AND UTILITIES ECl-�' MEMORANDUM 10 DA'i. ? May 7, 1992 6 P V TC",� arlie , ..ole FR.C? Mcl ,- hhn Water Enginee z-s, Ltd.; G. Dean Derosier,P.E. RE' )LE S= ?TIC SYSTEM DESIGN; Design Review Memorandum Tl, nemor- )dum is written to give you additional details m ile -als, as i installation of the Septic System which was'desigr ex:ist.i ,g barit and caretaker unit. The memorandum is. =separ; sections; 1 -- Septic Tank Design and Effluent Pumping T"J'A. System, and 3 - Installation and Materials for. the system'' is also attached for additional reference. 1. Septic Tan.k and Effluent Pumping T1t,_ Design• The k)cation of the barn and the site conditions determ�nec� t sytit(,,n whicli was to be designed. The site is located adjO�e Fork_Ziver (,in a bench just above the Diver. The difficult e with L he limited area to work with, the�ioils at..the sites e build' ngs, ground water, ponds, and ot�er items. These iu ,,. of a ::system .Nhich would use a sl,andard� de. — tic""dank anc . require a of f.'luent pumping tank systemx to lift the eflue ; the Pi(-,,ld behind the barn area for disp"a al.. The system de 2 bedroom caretaker unit and l bat�oom in: the barn minimum, a total of 750 gallons for theT septic tank for t i Ttie t listing 750 gallon tank will rema_ w in place and septic tank in series with a new 750 `i&llon pumping tan Effl f,nt Put .ping Tank: K. The "fluent pumping tank is required "to pump the effluent from?. to tl trench system in the field behind :the buildings. =The ;t approximately, 750 gallons, which was sized in order to get tlfe Mj stor.:i ;e, under peak use, in case of power outages. The pump Will ; 1 � red to pump the effluent up approximately 10-feet of eI'ei and -feet of piping and head losses, for a total of 18 feet o th we 1 e chosen for the system is a submersible, by Hydron ati r.. is a horse power, single phase, 115''�olt .unit, with a 2 ii use level control system using float toregulate ahe p base;- on water levels in the tank. _ ^ ; G d Engineers, Ud the design, to serve the C into three i, 2 Trench Itgn drawing L %"oA a INS the first cTed. l� ;'ge and will f. the" pump t 7 `- l t P,,mx3 :;ration and install- i4on is ` simple, as the water lei it tr i , ers a float that s :vitches on the pump, which of i. at t..he bottom of Ihe. pump and shuts the pump o r..si.mmendo for operational cor:+,rol, is a double float system,'t .�Ic (A 15DFD 120V WP. The pump is to set on the. flc apE)roximate, 6-inch above the floor. (Design details for operatio tank re to be field determined. -by the design engineer.': of t. �ie pum I control depend on ;,he dimensions of the tank)+ Th+: Pump s . mates at a approximately -flow rate of 20 gallons .pe i er +,ir d a, and pumps the e:"fluenl 'up to the splitter 'box, it nterals. The splitter box distributes the flow into''th( divide the f;w evenly into the 4 piping;. systems. Additional: inf.4 selected p u > is enclosed for your review and use. At :your c pump could ae purchased as a backu r,. stand b �,. y Pump .. the system down time and inconvenie' s ,'W ach will occ down or has other problems. The of the second $800.00. It is not required, but is re mended. C V. � the effluent tank is also required to p 9d system to alert you when a pump has'- risen. The high, water level .;alarm By8 tank wall, which is activated hen tl the normal operating pump level. Th, ns which should be located in home.; signaling acknowledgement of the prob: the water level drops back down. This s ' .:. equzre a`% the owner in the satisfactory operation' system ` b, a problem before it becomes an emerge u2O is a Tank Alert 1. by S.J.=Electro. n' control details. The pump system w�.11 from the home, to the effluent pumping' the other one; for the high..! -water leve �= 2. Trench System: The trench system design is based on 1e-1nuiiiber o3' ,bedr m accommodate and the soils conditions a he disp0' Slte. bed rooms, iri the caretaker unit. Th` soils havep 1 Minutes per Inch, which classifies the spj 6;;_as. a pe W So } the system for disposal is 300 squar eet'1,p-be Using 6-inches of gravel under the pip g= Trench are 3 fo'o; z e f trench is required. I have designed 50-foot long tree !'he effluent will be distributed as show._ iri the draHnn >ch 80 PVC piping, with 2 rows of 1/2 ' cnl holes 'drille it 30-degrees off center at the bottom G: File Al 40r10A I/s, J k t� %� dl �� y18�GQlhq a ►rqn. oT .3� 5 �St r1a11D1� : ll �� � k N in the tank aces until it The system S. J. Electro 'of the tank water levels ie elevations iinute at the prior, to the laterals that ation' on the On a second Of I t- - ISDS PERMIT OWNE R : 61e PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEALTH--DEPT. M LEGAL DESCRIPTION: V V MAILING ADDRESS: TYPE OF DWELLING: NUMBER OF BEDROOMS TEST HOLES PRE-SOAKED: YES NO TTMF. i.7Am"r% ..i."Mn 1 2 3 1 -- 2 3 -6A ILIKiki 1 tjX 2 cnJili 3 k(kkTk; 1 SOIL PROFII 0' 1'35 :36 3y ' 6.5 1010 )1.75 F 1 t Lf0 . q1 :42 �,D 1031,5 2 12. 5 5 g75 .5 /0 5.7 /0 2, 45 :lfb ;47 1675 11,%75 12,15 375 1.0 .5 S 7 5 131 56 51 :5Z g,5 Iz.2-5 13,1-5 .4z5 .375 s 1.3.3 l0 114' :55 : 54 :57 1.0 13.0 13,1 .5 75 ,2-5 :00 01 oz q5 13.5 I� 0 .5 .5 5 /4 /p /p 6 05 6� 0'7 10j25 Iy.O i`t,zS ?5 .5 .25. l�I ZD 7' " 16 z 11.0 14.75 14,7 5 g75 /5 5 57 47 lD 8' 15 16 1-7 111-3751 ' S, D 1.5,0 .375 .25 .2-5 13,3 -0 .1?0 Lo L1 Lz il_75 15.5 15.5 .375 .5 .5 13.3 Time to drop last inch 13 13 10-15 m,n. � Do PERC RATE: 05e 13 MINIMUM SEPTIC TANK SIZE: eXls �N MINIMUM LEACH FIELD SIZE: 3�j �f2 in >�rcnclie S COMMENTS: 9 .rJ;Nr4J4r5 m trenGheS 0r 120/ai l0l582 m 1�Gnaries 7/DY/S 9� 5/Z/t-7 r�Bsr � Soi� P/D/�/ r/Trlr�e.TiN/ PERC TEST DONE BY v3XonmentAl Hea rev. 6/90ks DATE: Officer Design Flaw : 13 X YSo r z 3,�5 5 P/_C z19104ISDS PERMIT OWNER: LEGAL DESCRIPTION: MAILING ADDRESS: PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT. lid TYPE OF DWELLING: NUMBER OF BEDROOMS TEST HOLES PRE-SOAKED: YES_ NO TIME WATER DEPTH INC A HES OF FALL RATE SOIL PROF 1. 2 3 1 2 3 1 2 3 1 2 2 3 0' I135 36 ,40 .41 45 ,+L : 3'1 6.5 10.0 10 5 � S F 75 .5 .5 A % 5.7 S /0 /D :42- 10 10.$15 12.15 2 :47 7875 i1,S75 3 :5(j 51 .5L g 5 1z.i5 .375 _-5 .55 s6 57 9,b 13 o 13, 5 .5 75 5 5 .25 .5 /p /Q 7 /Q ZO /p 5 :00 of vz q 5 13.5 140 61 05 oj7 I 10,12_5 I o `i 1'1 .25. S V71 Zd 10 „ 1; 16 ,Z_ r 1-7 11.0 i►.375 14.75 15. b la75 15.0 F75 .75 375 .25 .5 .25 5.7 )3.3 67 �0 V �10 8 LO z, 11.f5 ::: i5 5 /5.5 .37� 5 .5 1075 1075 10 15 Time to drop last inch 10-15 PERC RATE: o5e 13 MINIMUM SEPTIC TANK MINIMUM LEACH FIELD SIZE: 3, �j2 In ire,,r_4e 5 COMMENTS : £��i �>l�a7o�5 M 7rg Jt�h�S or 12-0 / cP 10/562. m � s�z�� .��� r/ T14 /3 ---- 13 y��J�J DO SIZE: eXls�N TrC���es + f ' PER/C TEST DONE BY A�7 DATE: �3zly-; Env' onmen 1 Health Officer rev. 6/90ks Deli �13 x � �So : .3,? z 46-92 Parcel #2465-041-00-001, 2139A01 Tax#246504100003 ✓ 00 Hook Spur, Basalt, CO ASPEN CENTER FOR ENV. STUDI arlie Cole 2001 Hooks Spur Lane JOB NO. B LOCATION 7ILL TO 2 r% Ls, DATE ST RTED DATE CNOMPLETth DATE BILLED _,23 _ 9.2��� d� �' W SES 77a 7,20 JOB COST SUMMARY TOTAL SELLING PRICE 325 T TOTAL MATERIAL ec a' nPl�Ce° l�s e� /pyl vr��� �� eae�i�ij TOTAL LABOR IF �5z° Sc%,,!� Ur1 oiri✓Pu! ,$ INSURANCE SALES TAX _ f7 M ISC. COSTS TOTAL JOB COST GROSS PROFIT //�S LO�I7 ��E i�S� 91.'f/Iiyy+ Q�S % /�q �i /�� D�/s'%1� ♦ 9 LESS OVERHEAD COSTS % OF SELLING PRICE -- NET PROFIT JOB FOLDER Product 278 ®® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MASS. 01471 ��I�s�II1P�A114M "- JOB FOLDER Printed in U.SA 1-7 A -an, no TAA3c.Q ol q)201 ol Y,,pd,, ) C 44- 0-f 0 (2 A 4 4`4 —ch CU Ao-,AA ot 5 Jjtd/,-o-u-y/� '/3 66 pw Akou �, _1, ut,) Ct, + t /.3 -fe ga �_ ofrv_k/' — vk� dc Q_op % Aj_p_" 'k- Al'111..`�C. Q_t M,,S-t cyi a q 7 71ld-16.4- vi a 6L W4 %�J�/aa -(l�d C�� -74 � 4p-ldf Y_ V wig 4 /V c C"-L4-6) Lux &UVL, Ae-ceAvd mo z jow 4a, 00 A �-t eld u • - _ _ Set r.. 6 t i 't is- a, 3 g A- of G-ou►u� � o'� o � .�e,ti, d