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Home My WebLink About2400 Casteel Creek Rd - 210530201001 - 2130R-01INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway - Eagle, CO 81631 Telephone: (970) 328-8755 ORIGINAL PERMIT NO. 1750-98 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. REPAIR PERMIT NO. 213OR-01 BP NO. 11732 OWNER: S. ROBERT LEVINE PHONE: MAILING ADDRESS: P.O. BOX 5005, ROCHESTER, NH 03867 APPLICANT: CHRIS J. WARNER PHONE: 970-926-9077 ext. 5 SYSTEM LOCATION: 2428 CASTEEL CREEK RD., EDWARDS, CO TAX PARCEL NO. 2105-302-01-001 14- n a e?;1v_0q?JL LICENSED INSTALLER: ARENA EXCAVATING, STEVE JEWETT LICENSE NO. 64-01 PHONE: 970-827-4221 DESIGN ENGINEER: _LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 8 BEDROOM RESIDENCE EXISTING 2-1250 GALLON CONCRETE SEPTIC TANKS WITH THE BAFFLE REMOVED IN THE FIRST TANK, 2,500 SQUARE FEET OF ABSORP- TION AREA VIA 81 INFILTRATOR UNITS, AS PER ENGINEER'S DESIGN DATED 8/5/98. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 8/5/98, AND THE LETTER DATED 8/16/01. THE REPLACEMENT LEACH FIELD IS TO BE INSTALLED BETWEEN THE EXISTING TRENCHES IN THE UNDISTURBED SOIL. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS, AND DO NOT INSTALL IN WET WEATHER. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION. THE ENGINEER IS TO PROVIDE AN AS -BUILT DRAWING OF THE INSTALLATION UPON COMPLETION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. A I ENVIRONMENTAL HEALTH APPROVAL��WV�L_ &a DATE: AUGUST 22, 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 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 EXISTING CONCRETE SEPTIC TANK: 2,500 GALLONS IS LOCATED DEGREES AND FEET 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: Incomplete Applications Will NOT Be Accepted (Site, Plan MUST be attached) j ISDS Permit # t r 0 Building Permit # j_` _..,_ APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. BOX 179 EAGLE, CO 81631 Eagle (970)328-8755, Fax (970)328-0349, El Jebel (970)927-3823 **************************************************************************** * FEE SCHEDULE * APPLICATION FEE $350.00 * THIS FEE INCLUDES THE ISDS PERMIT, SITE EVALUATION (PERCOLATION TEST, * SOIL PROFILE OBSERVATION) AND FINAL INSPECTION * ADDITIONAL FEES MAY BE CHARGED IF A REINSPECTION IS NECESSARY, OR A * PRE -CONSTRUCTION SITE VISIT OR CONSULTATION IS NEEDED * REINSPECTION FEE $47.00, PRE -CONSTRUCTION SITE VISIT FEE $85.00 * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" **************************************************************************** PROPERTY OWNER: MAILING ADDRESS: , U, SS //d Cwj nc< QJN7 PHONE: i APPLICANT/CONTACT PERSON: rz e_.,,J T k1X PHONE: LICENSED SYSTEMSCONTRACTOR: _fr16v1F PHONE: 17-4,ZZ J COMPANY/DBA : ,f 4 EN4 , jT14U ADDRESS: .1T ,6 ewAy rfl�r o *************************************************************************** PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION ( ) ALTERATION (KREPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: 30 / 75lw,jyw ,S ,.�s�VA 61r fZ Tax Parcel Number: —Q - OQ / Lot Size: -77- ddy ,4 Physical Address: .Z.OTk'x-c- rx'C".v ac. /4" ew3 Z BUILDING TYPE: (Check applicable category) (c4) Residential/Single Family Number of Bedrooms ._ ( ) Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: (Check applicable category) (t() Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: APPLICANT SIGNATURE: Date: J'7��/ AMOUNT PAID: _ RECEIPT REC I T # : ( DATE CHECK #: q CASHIER: Eagle County Government - Property Assessment and Tax Information Page 1 of I Eagle County Government www.i,aglf-colitlty.irs Property Assessment and Tax Information DETAILED RESULTS Account I'IuI- ber: R029987 Parcel llumber: 210530201001 Tax Area: SC14.3 Mill Levy: 43.057 Owner Flame Address: LE`dINE, S. ROBERT 120 AVIATION A%/E PORTSMOUTH, NH 03801 Legal Description: SUB:CASTEEL CREEK RANCH SUB LOT:1 BK-0555 PG-0780 NAAP 06-07-91 BK-0555 PG-0781 DEC 02-08-91 BK-0555 PG-0783 QCD 02-07-91 BIB-0718 PG-0179 DEC 02-07-97 R663760 EAS 07-24-98 Physical Address: 002400 CASTEEL CREEK RD EUVVARDS AREA Acres: 37.8 VALUATI+all 111FOPHATI011 Record 1 of 1 Taxes Printable Page Done http://fes.eagleco-Ltnty.us/patic/index—content.cfn-i 2/25/2008 Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 E/\GLE COUNTY 2428 CASTEEL CREEK ROAD RD , CO j Robert Levine CO _..._ Engineer(s) Phone LKP Engineering, Inc (970)926-9088 Contractor(s) License Number Phone Primary Contractor ARENA EXCAVATING& Yes DEVELOPMENT Parcel No, 210530201001 Phone: Cell: Inspections: For Inspections call (970) 328-8755 Inspection IVR OWTS Final Inspection 095 Permitted Construction / Details: Repair of system installed per engineer design. Received engineer certification and as built. Previous system number IS-1750-98 CONDITIONS: Office Copy 1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED 3. 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 PERMIJ'AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED Terri Vroman August 29, 2008 Issued by: Environmental Health Department, Eagle County, CO Date 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 Date: August 22, 2001 TO: Arena Excavating Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal System Repair Permit No. 2130R-01. Tax Parcel # 2105-302-01-001. Property Location: 2428 Casteel Creek Rd., Edwards, CO., Levine residence. Enclosed is your ISDS Repair Permit No. 2130R-01, and a copy of the engineer design revision letter stipulated on the permit. Please obtain a copy of the original design from the engineer. 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. 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. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files LKP Engineering, Luiza Petrovska DEPARTMENT OF ENVIRONMENTAL HEALTH (970)328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us EAGLE COUNTY August 29, 2008 Robert Levine PO Box 5005 Rochester, NH 03867 RAYMOND P. MERRY, REHS Director RE: Final approval of Individual Sewage Disposal System ISDS Permit #2130R-01; Tax parcel #210530201001; Property location: 2428 Casteel Creek Rd., Edwards Dear Mr. Levine, This letter is to inform you that the above -referenced ISDS Permit has been inspected and finalized. Your septic system has been sized to accommodate an 8 bedroom residence. Enclosed is a copy to retain for your records. Additional information about the maintenance of your septic system as well as information about private wells can be accessed through web site links provided on the Environmental Health Department's home page at Imttp://www.eaglecounty.us/envHealth/ Be aware that changes in the use of your property or alterations of your building may require commensurate changes to, or relocation of, your septic system. Landscape features, trees with tap roots, irrigation systems and parking areas above the drain field can cause premature system failure. It is equally important that you notice and immediately repair dripping faucets and hissing toilets as this will certainly cause the system to fail. By following a few simple guidelines, like avoiding grease or other additives down the drain and making sure your septic tank is on a pumping schedule, your system has been designed to last for many years. If you have any questions regarding this information, please contact us at (970) 328-8755. Sincerely, Terri Vroman Administrative Technician IV cc: ISDS pen -nit folder Eagle County Building Department Chrono efile Encl: Final ISDS Permit Informative materials OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 0B/16/2001 08:35 97092690B9 LKP ENGINEERING INC PAGE 02 August 16, 2001 S. Robert -Levine -RE; Septic System Revisions — Main- Residence c/o Kyle Webb, KH Webb Architects Lots I & 2, Casteel Creek Ranch 953 S - Frontage Road West,- Suite 216 Eagle County,, Colorado Vail, CO 81657 1 1 -Project No, 20103 ffl� At the request from Marc Trudeau with Thomas and Warner Construction, on August 9, 13, and 15, 2001, we visited the construction site at Casteel Creek Ranch, The purpose of our site visit was to observe the leachfield for the main residence. It appears that the leachfield that was completed and inspected on August 26, 1998, had been damaged by construction activities. Steve Jewett -had- the ends of all the infiltrator trenches open for an -inspection. We found that due -to heavy traffic, over the leachfield,-the infiltrators have been pushed into the ground and'the infiltrative area of the leachfield has been damaged and reduced. The backfill over the leachfield 'is greater than the recommended three feet, and the ground surface over the leachfield is very irregular with many low spots that can accumulate surface runoff and overload the system. Also, water from the main residence, from drains- and uses other than the ones included in the design capacity of the system (roof drains, terrace, deck, etc..,) have been draining into the leachfield. Based on the condition of the leachfield, we recommend that a new leachfield be constructed. Five, new trenches should be excavated between the existing trenches with infiltrators. The distance between the existing trenches with infiltrators is I I feet center to center, which will allow to safely construct five new trenches into undisturbed soil. These trenches should be 24 inches deep. The -bottom of the trenches should be raked. Do not construct the new trenches in wet soil. Eighty, ne infiltrator camber should be constructed in the new trenches, while the old ones are abandoned. The infiltrators will be connected with serial distribution. Inspection ports should be constructed in the first and last infiltrator of each trench. New type of discharge should be provided for the drainage needs from the main residence, which are not part of the design criteria for the septic system. The grade above the leachfield should be such as to provide rapid runoff away froze the leachfield, and not accumulate on top of the leachfield. Please t contact &Yj, ty Environmental'Health Department for a Repair Permit., If you have contact e do not hesitate to call. Sincerely, % LKP Engineerin .16 .O/ '-.i:25 1 29 2 4, �euiza Petrovska, A President ffA 16ONfrilm'10 Copies faxed to! Ray Mary at the Eagle County Divironmemal Health Department at 328 - 0349 Kyle Webb at 477-2965, and Marc Trudeau at Thomas & Warner Construction LLC at 926-9081 C WFO Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax 10V "A LKP. Engineering, Inc. CIVIUGEOTECUNICAL September 20, 2001 Mr. Ray Merry Environmental Health Department Dear Mr. Merry: RE: Inspection of the Leachrield Repair Levine Residence Lot 2, Casteel Creek Ranch 2428 Casteel Creek Road Eagle County, Colorado Project No. 96102 - Permit No. 213OR-01 For the repair of the leachfield at 2428 Casteel Creek Road, Casteel Creek Ranch, Eagle County, Colorado, Eighty Standard Infiltrator Chambers were installed in five trenches, with the trenches placed between the trenches of the old leachfield. There was a minimum of 6 feet ,separation between the trenches. The infiltrators were connected with serial distribution. The new leachfield was re connected to the effluent line coming from the main residence. Final inspection of the inspection ports was not performed. If you have any questions, please do not hesitate to call. Sincerely, ca 61, I. Engineering, Inc. ci "`'S ty 29526 �4ui,al=vsk�!, PE President NAV J:\—WP 12-1-KP11996\961020S1-Rrpair.wpd P.O. Box 2837, Edwards, CO 81632, (970) 926-9088'ret, (970) 926-9089 Fax coaco7raic - lJoil XVJ 0i LKP Engineering, Inc. CIVAJGEOTEMNICAL August 16, 2001 S. Robert Levine RE: Septic System Revisions - Main Residence c/o Kyle Webb, Kid Webb Architects Lots I & 2, Casteel Creek Ranch 953 S. Frontage Road West, Suite 216 Eagle County, Colorado Vail, CO 81657 Project No. 20103 Dear Kyle: At the request from Marc Trudeau with Thomas and Warner Construction. on August 9, 13, and 15, 2001, we visited the construction site at Casteel Creek Ranch. The purpose of our site visit was to observe the leachfield for the main residence. It appears that the leachfield that was completed and inspected on August 26, 1998, had been damaged by construction activities. Steve Jewett had the ends of all the infiltrator trenches open for an inspection. We found that due to heavy traffic over the leachfield, the infiltrators have been pushed into the ground and the infiltrative area of the leachfield has been damaged and reduced. The backfill over the leachfield is greater than the recommended three feet, and the ground surface over the leachfield is very irregular with many low spots that can accumulate surface runoff and overload the system. Also, water ftorn the main residence, from drains and use,,.; other than the ones included in the design capacity of the system (roof drains, terrace, deck, etc..,) have been draining into the leachfield. Based on the condition of the leachfield, we recommend that a new leachfield be constructed. Five, new trenches should be excavated between the existing trenches with infiltrators. The distance between the existing trenches with infiltrators is 11 feet center to center, which will allow to safely construct five new trenches into undisturbed soil. These trenches should be 24 inches deep. The bottom of the trenches should be raked. Do not construct the new trenches in wet soil. Eighty, ne infiltrator camber should be constructed in the new trenches, while the old ones are abandoned. The infiltrators will be connected with serial distribution. Inspection ports should be constructed in the first and last infiltrator of each trench. New type of discharge should be provided for the drainage needs from the main residence, vdiich are not part of the design criteria for the septic system. The grade above the leachfield should be such as to provide rapid runoff away from the leachfield, and not accumulate on top of the leachfield. Please contact t X eykunty Environmental Health Department for a Repair Pen -nit. g If you have a e do not hesitate to call, Sincerely, % �p Y�r * LKP Engineerin 29526 2 -10 L4, r �Iuilza Petrovska, A President %j4'N A "0, Copies faxed to: Ray Mary. at the Eagle County Environmental Health Department at 328 - 0349 Kyle Webb at 417-2965, and Marc Trudeau at Thomas & Warner Construction LLC at 926-9081 C..WyPilc*lt<>fclduc\WPDOCS'W01OJsd,main-rev,�%')?D P.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax roar07coic - WO.X I Xle J LIB Engineering, Inc. CI UGEOTECHMCAL February 8, 1999 Mr. Bob Levine c/o Kyle H. Webb AIA Morter Architects 143 East Meadow Drive Vail, CO 81657 Dear Mr. Levine: RE: Inspection of Septic System Installation Levine Residence Lot 2, Casteel Creek Ranch Eagle County, Colorado Project No. 96102 - Permit No. 1750-98 At the request of Mr, Curt McDonald, the superintendent from Structural Associates, on August 26 and October 21, and November 27, 1998, we visited the construction site on Lot 2, Casteel Creek Ranch, Eagle County, Colorado. The purpose of our site visits was to observe the installation of the septic system. They installed the system in overall compliance with the septic system design, Drawing No. 96102SL),DWG, last revised August 5, 1998. The system was connected to the main residence as shown on the above named drawing. They installed 2500-gallon, two compartments, a precast, concrete septic tank. From the tank to the leachfield was about 1200 feet, with cleanouts every 100 feet. As -built drawings by the installer Logan Craig, Inc-, showing the layout and the cleanouts between the buildings and the septic tank, and from the septic tank to the leachfield is included with this letter, Eighty Standard Infiltrator Chambers were installed in five trenches with 16 Infiltrators each. The infiltrators were connected with serial distribution. In the last infiltrator of each trench, inspection ports were installed. Horizontal distance from center to center of the trenches, was I I feet or more. All piping was SDR-35, 4-inch PVC, The depth of the trenches was three feet. The soil profile in the trenches was consistent with the soil exposed in the profile hole. If you have any questions, please do not hesitate to call. Sincerely, LICP EnL, Luiza Petrovska, President Enclosure MkIl ( I N II I It ,2 526 CC E Cc' Ms. Heather Savalox, Eagle County Environmental Health Division, fax: 328-0349 C:1OFYrICE1WPWrNN\NIPDOCM96102OSt,WPD P.O. Box 2837, Edwardb, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax, E-mail: lkpeng@snoweap.net cof2co7coic I w0al X1?J 'Y t LISP < Engineering, Inc. CI VIY.IGEO't 1ECI iN1CAL September 20, 2001 Mr. RAy Merry Environmental Health Department Dear Mr. Merry: RE: Inspection of the Leachfleld Repair Levine Residence Lot 2, Casteel Creek Ranch 2428 Casteel Creek Road Eagle County, Colorado Project No. 96102 - permit No. 2130R-01 for the repair. of the leachfield at 2428 Casteel Creek Road, Casteel Creek Ranch, Eagle County, Colorado, Eighty Standard Infiltrator Chambers were installed in five trenches, with the trenches placed between the trenches of the old leachfield. There was a minimum of 6 feet separation between the trenches. The infiltrators were connected with serial distribution. The new leachfreld was re connected to the effluent line coming from the main residence. Final inspection of the inspection ports was not performed. If you have any questions, please do not hesitate to call. Sincerely, •.• pr •.f5�', f` LKP Engineering, Inc. v�v<� ,� 4I 9526 • •' � u Petror�ska, PE cae'';� ••�4'v= President ~^' �J''••.....•••'�ti��,�. 7;\ wP 12-LKP\1996\961 020S1-Xcpair.wpd P.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax n •Ri Tc.rT on-cT-on CO0007CO/C • WoaI Xpa I --- "'( "' XT KPI Eneineerr ng. Inc. MWOEOTEaWCAL October 4- 2001 -,�- Robert Levine We�!_,, K—Iff VVeh-h- Architects 953 S. Frontage Road West, Suite 216 Vail, CO 81657 .year Kyle: RE: Septic System Evaluation - rqain Residence Lot.,,, I & 2. Casteel Creek Ranch Eagle County, CoJorado Project No. 2010"') At the, request from Bart Thomas with Thomas and Warner Construction, on September 18, 2001, we met at the construction site for the main residence, at Casteel Creek' Ranch. The purpose 01 our meeting,,vas to evaluate the interior sources of wastewater connected to the Jeachfield for the main residence. Shane was working on an as-bu.ilt drawing of all the interior and exterior sources of wastewater connected to the leachficld for the main. house. During a telepb.one conversation with Shane (this week), he informed us that he has completed his report and copies were forwarded to your office. IVe have not received a copy of that report. As discussed during the September 18"' meeting, I talked with Mr. Ray Marry of the. Eagle County EnviTonrnental Health Department, about the allowed and disallowed sources of wastewater for the leachfield, and they are: Allowed sources of wastewater f Ton.), residential uses: dishwasher, washing machine, shower/bath, toilet, kitchen sink, lavatories, and floor drains from a mechanical room, Disallowed sources of wastewater: pool discharge, water treatment system, garage drain, roof drains, patio d3.ains, etc... (And any wastewater that will -increase the, maximum design flow or deposit unknown substances that may affect the function and durability of the systern.) Garage drains should have an oil and sand trap from where the water earl discharge to A daylight location. Drains from patios and roof drains can discharge by gravity to a daylight location -away from. the limits of back -fill for the foundation. It is recommended that the wastewater from the pool and.from the water treatment system discharge to a lined detentim) pond with a spillway, where chemicals and minerals can settle down and the water can overflow overland. "jklit Itiit If you have a , V %!�%Vt" j4jV�,,please do not hesitate to call. Sincerely, LKP Engine Luiza Petrov; President 1 7,ob -P Pa. a <! . 29526 AG Copies faxed to: Pay Marry at the Eagle County Environmental Health Department at 32-8 - 0349 Kyle Webb at KH Webb Architects, at 477-2965, and Bail Thomas at Thomas & Warner Construction LLC at 926-9081 P0. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax, OCT-10-2001 WED 12:58PM ID:EAGLE COUNTY ENU HEALTH PAGE:1 LKP Engineering, Inc. C1vf1JGE0TE- C-11NI CAL August 16,2001 S. Robert Levine RE: Septic System Revisions - Main Residence c/o h-yle Webb, KH Webb Architects Lots 1 & 2, Casteel Creek Ranch 953 S. Frontage Road West, Suite 216 Eagle County, Colorado Vail, CO 81657 Project No. 20103 Dear Kyle: At the request from Marc Trudeau with Thomas and Warner Construction. on August 9, 13, and 15, 2001, we visited the construction site at Casteel Creek Ranch. The purpose of our site visit was to observe the leachfield for the main residence. It appears that the leachfield that was completed and inspected on August 26, 1998, had been damaged by construction activities. Steve Jewett had the ends of all the infiltrator trenches open for an inspection. We found that due to heavy traffic over the leachfield, the infiltrators have been pushed into the ground and the infiltrative area of the leachfield has been damaged and reduced. The backfill over the leachfield is greater than the recommended three feet, and the ground surface over the leachfield is very irregular with many low spots that can accumulate surface runoff and overload the system. Also, water from the main residence, from drains and uses other than the one"; included in the design capacity of the system (roof drains, terrace, deck, etc..,) have been draining into the leachfield. Based on the condition of the leachfield, we recommend that a new leachfield be constructed. Five., new trenches should be excavated between the existing trenches with infiltrators. The distance between the existing trenches with infiltrators is 11 feet center to center, which will allow to safely construct five new trenches into undisturbed soil. These trenches should be 24 inches deep. The bottom of the trenches should be raked. Do not construct the new trenches in wet soil. Eighty, ne infiltrator camber should be constructed in the new trenches, ,while the old ones are abandoned. The infiltrators will be connected with serial distribution. Inspection ports should be constructed in the first and last infiltrator of each trench. New type of discharge should be provided for the drainage needs from the main residence, which are not part of the design criteria for the septic system. The grade above the leachfield should be such as to provide rapid runoff away from the leachfield, and not accumulate on top of the leachfield. Please contact t tV6-#WQQunty Environmental Health Department for a Repair Pen -nit. If you have "7 Ye do not hesitate to call, Sincerely, IVVETO LKP EngineerinlItW9 .14 ?\-? - • • 2%W z A v .• S1�Uiza Petrovska, PV�, President -ONA\� �,,�,o Copies faxed to: Ray Mary. at the Eagle County Envirournental Health Department at 328 - 0349 Kyle Webb at 417-2965, and Marc Trudeau at Thomas & Warner Construction LLC at 926-9081 C.\hlyP11t*\",rcldou\NN'PDOCS'30 101sd,mAin-rev.WPD P.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax ---------- - iU/2b/2UU1 1�a'24 13 LKH EN61HEERING INC PAGE 01/02 ff-T. Eng -weering, Inc. C11VTJOEOTECHNICAL a. Robert Levine RE: Detention Ponds - Main Residence c/o Kyle Webb, KJJ Webb Architects Lots I & 2, Casteel Creek Ranch 1953 S, frontage Road West, Suit-1216 Eagle County, Colorado Vail, CO 8167 Project'No. 20103 Dear Kyle: At the request from Shane with 'Momas and Warner Construction, oil Octobel. IS, '4001, - eve met at the construction site for the main. Tesidence, at Casteel Creek Ramclj. Tlje purpose of our meeting was to it).spect the daylight locations for the storm drains for the main residence. Shane faxed us a copy of the as -built revoTt of all the interior and exterior sources of wastewater connected to the leachfield for the .main.. house, He also, gave us verbal description of the individual sources that will be replumbed to discharge at locations different from their original discharge point (the leachfield for the septic systera). them: Following are the sizes of the two proposed detention areas and the sources flowing Into Qctentign,Eond #L 1. Water from the Pool, 4�70 gallons 2. Roof Pod D, 1.480 -square feet I Roof Pod E ', 4200 square, feet 4- Deck Pod E. 732 square feet Total Area, 6412 square feet or 0.1472 acres Based on the Rational Method of Dra-iijage Calculations for small water.5heds, with 95, P--2'7hour, and an area A-O. 1472 acres, the discharge is Q=7560 gallons for an hour duration. Total Volume. pods and pool., equals 11930 gallons or 1595 cubic feet.. The Detention Pond:.,'-,! can be of any shape. For a circular shape and 2 feet deep pond, the required radius is 16 feet. For a square shaped pond. 2 feet deep, the sides will be 28 by 28 feet. P-OBox2837, Uwards,C081632, (970)926-90S8TeL (970)IQ26=9089Fax nr-r-'--JC _nMM I = T M-7 . 11 Mr-IM T M . r-nt r- FM[ ]k 1T rk 111 11 Tll T1 I M:'1t'�!-' . 4 10!-"26/2001 19: 214 9709269089 LICE ENGINEERING INC PAGE 02/02 19 -etenti �n.pojjd #2, I. Water T��.+*��-+ T'-,+ . - A-�UII�11L -51VOO gallons 2. Roof Pod A, 2760 square feet 3. Roof Pod 13. 3490 square feet 4. Roof Pod C, 1840 square feet Deck Pod B513 square feet Total Area, $603 square feet or 0. 1975acTes. used on the Rational Method of Drainage, Callculations for stnall watersheds, with c=0.95^ i=X7,1111011r. and an area A=0,1975 acres, the discharge is Q-10105 gallons for an .hour duration, Total Volume, pods and water treatment unit, equals 10605 QaUons or 1418 cubic feet. Detention Pond 92 canalso, be of any shape. For a circularshapeand 2 feet deep pond, the required radius; is 15 feet, For a square shaped pond, 2 feet deep, the sides �%fl be 27 by 27 feet. Both detention ponds will have a spill,, ay, where chemicals and mineTals can settle down and the. water can overflow overland d for firial discharge. if you have any questions, please do not hesitate to call. Sincerely, LKP Engineeri Luiza Petrovska, President R Eel 29526 Copies faxed to: Ray Marry at the Eagle County Fuviromvental Health Departri-aent at 328 - 649 kyle Webb at K .H Webb Architects, at 477-2965 , and Shane at Thomas & Warner Construction LLC at 926-9091 C:\M.YFiles\cor,eldc)c\WPDOCS\7-0103detention.doe LKP rI Engineering, Inc. C1V1UGE0TRCflMCAL February 8, 1999 Mr. Bob Levine RE: Inspection of Septic System installation c/o Kyle H. Webb AIA Levine Residence Morter Architects Lot 2, Casteel Creek Ranch 143 East Meadow Drive Eagle County, Colorado Vail, CO 81657 Project No. 96102 - Permit No. 1750-98 Dear Mr. Levine: At the request of Mr. Curt McDonald, the superintendent from Structural Associates, on August 26 and October 21, and November 27, 1998, we visited the construction site on Lot 2, Casteel Creek Ranch, Eagle County, Colorado. The purpose of our site visits was to observe the installation of the septic system. They installed the system in overall compliance with the septic system design, Drawing No. 961025D.DWG, last revised August 5, 1998. The system was connected to the main residence as shown on the above named drawing. They installed 2500-gallon, two compartments, a precast, concrete septic tank. From the tank to the leachfield was about 1200 feet, with cleanouts every 100 feet. As -built drawings by the installer Logan Craig, Inc., showing the layout and the cleanouts bet veep the buildings and the septic tank, and from the septic tank to the leachfield is included with this letter. Eighty Standard Infiltrator Chambers were installed in five trenches with 16 Infiltrators each. The infiltrators were connected with serial distribution. In the last infiltrator of each trench, inspection ports were installed. Horizontal distance from center to center of the trenches, was 11 feet or more. All piping was SDR-35, 4-inch PVC. The depth of the trenches was three feet. The soil profile in the trenches was consistent with the soil exposed in the profile hole. If you have any questions, please do not hesitate to call. Sincerely, LKP nginei Luiza Petrovs President Enclosure co: Ms. Heather Savalox, Eagle County Environmental Health Division, fax: 328-0349 C:1OPPICE1'$i'P WIMNVPDOCS'\96ICu0SL W PD P.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax, E-mail: lkpeng@snoweap.net --0 20 73 6 L6 "t LR xt 1:3 Lli WWI'' W �) Lo If. �y Lr) -Ij Lr) U) Z (L) r�' (up c 11) Lpi ilj Ln u) 6 L () .- J) GOeo L C) 4) '7t--C'Y nn-cy--Cln T K w 21P C nnC n'7C n I C - ILIMI I Y'o j 'I m s -N- GRAPHIC SCALE- S�Ptic Tank Ties 0 40 Bo 120 Dntr--; Novembor I?-), [Lgqej .--T T Yl .T 1" 1-5 jb• 22 i� II M= �G'�8+5.5 _ 1T� r �1- GRAPHIC SCALE I =4110, C105toej /-'s-built E:)rciNfnc 5onitoru Li 0 40 9 0 Nove er, 1f3, lciqb floge, 4 TT - fi-T 7C-CT 00—CT-00 cone 07C0 J C tan.? 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