HomeMy WebLinkAbout305 Old Creamery Rd - 210508304001INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 . Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1934-99 BP NO. 12899 OWNER: CREAMERY GULCH LAND COMPANY, INC. PHONE: 970-926-4506 MAILING ADDRESS: P.O. BOX 254, EDWARDS, CO 81632 APPLICANT: BOB VANDERWALKER PHONE: 970-926-1465 SYSTEM LOCATION: 0305 OLD CREAMERY RD., EDWARDS, CO TAX PARCEL NO. 2105-083-04-001 LICENSED INSTALLER: VANDERWALKER CONSTRUCTION, BOB VANDERWALKER LICENSE NO. 54-99 PHONE: 970-926-1465 DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 4 BEDROOM RESIDENCE 1500 GALLON 2-COMPARTMENT SEPTIC TANK 2015 SQUARE FEET OF ABSORPTION AREA VIA 65 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 10/18/99. BE SURE TO MAINTAIN ALL PROPERTY LINE AND RESIDENTIAL SET BACK REQUIREMENTS AS LISTED IN CHAPTER IV OF THE EAGLE COUNTY LAND USE REGULATIONS. THE FOLLOWING SET BACKS MUST ALSO BE MAINTAINED: 108' FROM ANY WELL; 33' FROM ANY DRY GULCH; 58' FROM NAY LAKES, STREAMS WATER COURSES OR IRRIGATION DITCHES DO NOT INSTALL IN WET WEATHER. ENGINEER IS RESPONSIBLE FOR FINAL CERTIFICATION. DO NOT BACK FILL ANY PORTION OF THE IN- STALLATION UNTIL THE ENGINEER HAS INSPECTED AND APPROVED IT. THE BUILDING TEMPORARY CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS B PP VE ENVIRONMENTAL HEALTH APPROVA DATE: aq 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: 2015 SQUAREFEET(VIA 65 TNFTT.TRATnR 11NTTS AF, „jZQTGNgD) INSTALLED CONCRETE SEPTIC TANK: 1500GALLONS IS LOCATED DEGREES AND FEET INCHES WEST FROM FROM THE WEST SIDE OF THE HOUSE. COMMENTS: A 1000 GALLON DOSING TANK THAT DELIVERS 450 GALLONS PER DOSE WAS INSTALLED AFTER THE THE MAIN TANK. FLOAT FUNCTION, ALARMS AND DOSING WERE TESTED BY THE INSTALLER. AN ALARM BOX WAS INSTALLED IN THE GARAGE. FINAL ENGINEER CERTIFICATION RECEIVED 12/18/00. THIS SYSTEM CAN ANY ITEM TE ACCOMMODATE MEETINFOUR REQUIREMENTS WILL BE DENCE . FOR PPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL,. - DATE: JANUARY 12, 2001 U Inuomplete'Applications Will NOT Be Accepted ;;Site Flan MOST be attached) ISDS Permit # G Building Permit APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE. -.EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (Basalt) ************************************************************************** * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * MAKE ALL REMITTANCE PAYABLE'.TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: MAILING ADDRESS: �` . C� . ® � _ z PHONE: W Q APPLICANT/ CONTACT - PERSON : �d W ca Js- C_C ) C 3 PHONE: LICENSED SYSTEMS CONTRACTOR: V" "V,,Q c. , C-,0 NS 5 PHONE: COMPANY/ DBA : ADDRESS: P� � �� 1 Ci ; C,T C." PERMIT APPLICATION IS FOR: ('/NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL) SEWAGE DISPOSAL SYSTEM: Legal Description: La/ Tax Parcel Number: C!�5 0y rjQ. Lot Size: Physical Address: n 3 C7� BUILDING,P PE:. (Check applicable category) (tf Residential/Single Family Number of Bedrooms ( ) Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type TYPE OF WATER SUPPLY: (Check applicable category) ( ) Well ( ) Spring ( ) Surface (1. Public Name of Supplier: *These systems req e b a Registered Professional -Engineer SIGNATURE: Date: AMOUNT PAID: L��U RECEIPT 1: 1 1 L`3 ff DATE: CHECK: �QO CASHIER: LRf GYL711YCCR 11Yti1 llYl.. i December 15, 2000 Mr. Bill McOuckin Creamery Ranch Land Company, Inc. P.O. Box 254 Edwards, CO S 1632 Lear Bill: RE. Iuspection of Septic System Installation Lot 8, Creamery Ranch Subdivision 0305 Old Creamery Road Eagle County, Colorado Prgiect No. 99202 - Permit No.1934-99 At the request of Tere Nottingham, on May 22, June 8, and December 8, 2000, we visited the construction site on Lot 8, Creamery Ranch Subdivision, 0305 Old Creamery Road, 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. 99202SD.DWG, dated October 18, 1999. They ,installed a 1500-gallon, two compsrtinents, a precast, concrete septic tank. The tank was installed 14 feet west of the west side of the foundation. ,A, cleanout was installed between the house and the septic tank..ht addition, and due to the building sewer being too low, a pump tank was installed west of the septic tank. The pump tank was a 1000-gallon, precast concrete tank. Zoeller "Waste -Mate" Model 264 pump was installed in the pump tank. From the pump tank to the first infiltrator of the leachfxeld was 36 feet. The pump was sized to have 450 gallons per dose. The dosing, the floats function and the alarms were tested by Tore Nottingham. The alatm box was installed in the garage, close to the entry door. Sixty-five, Standard Infiltrator Chambers were installed in Eve trenches. Each row of trenches contained thirteen infiltrators. The infiltrators were connected with serial distribution. In. the first and last infiltrator of each trench, inspection ports were installed. Horizontal, distance from center to center of the trenches, was 10 feet or more. All piping was SDR-35, 4-inch PVC. The depth of the trenches was no more than 36 inches. If you have any questions, please do not hesitate to call. Sincerely,az �aa w�avm LI1"n�inerin.;Ian.� WSJ T�+�= uiza. Petrovsk ss President a' '+� ,�, I? • / v ' � �a�w�� �` v-rr CPS° yacac Pn'` An �tiP �ti� ' Ms. Heather Savalox, Eagle County E.avironm,ental Health Division, fax,: 328-0349 Kevin Cook, 926-9899 C:WYVIlEy\O gldccNWP7jOC-51992020Sx.WPD P.O• Bar 2837, tdwards, Colorado 81632 s (970) 926-9088 Tel - WO) 926.9089 Fax np-1-,-afilrin PP M1 •11PM Tn-G MIWTV ChllI I..JCOI TI..I onl=.4 LKP ENGINEERING, INC. P.O. Box 2837 Edwards, CO 81632-2837 (970) 926-9088 Fax (970) 926-9089 PERCOLATION TEST RESULTS Client: Mr. Bill McGukin Location: Lot 8, Creamery Ranch - Creamery Gulch Land Eagle County, Colorado Company, Inc. P.O. Box 254 Edwards, CO 81632 Project No.: 99202 P-1 P-2 P-3 TIME/DEPTH 17-12/16" 21-4/16" 18-6/16" 10 11-15/16" 4/16" 9-9/16" 6/16" 12-14/16" 15/16" 10 12-3/16" 6/16" 9-15/16" 4/16" 13-8/16" 10/16" 10 12-9/16" 6/16" 10-3/16" 2/16" 14-3/16" 11/16" 10 12-15/16" 6/16" 10-5/16" 4/16" 14-9/16" 6/16" 10 13-5/16" 3/16" 10-9/16" 6/16" 15-1/16" 8/16" 10 13-8/16" 3/16" 10-15/16" 6/16" 15-8/16" 7/16" 10 13-10/16" 2/16" 11-3/16" 4/16" 15-14/16" 6/16" PERC RATE 60 MIN/INCH 30 MIN/INCH 23 MIN/INCH AVG PERC 38 MPI AVERAGE, 60 MPI RECOMMENDED FOR DESIGN Average Percolation Hole Diameter: 8 Inches Holes Presoaked: October 16, 1999 Test Run: October 17, 1999 By: Peter Petrovski Soil Profile: 0 -1' Topsoil 1'-7' Light brown, sandy clay, hard No Ground Water 1734—yy lax VZ1UJ—U6J—U4—UU1 Lot #8, Creamery Ranch CGRC,INI I OF I JOB NAME 0305 Old Creamery Rd., Edwards JOB NO. ` B LOCATION v BILL TO DATE STARTED DATE COMPLETED DATE BILLED /, soo jet - j � n-f� ( a't uK 6TJ 6c /� �Ge /o q �f / a�� f •., • a9 JOB COST SUMMARY G - TOTAL SELLING PRICE 9 TOTAL MATERIAL F) 1 — S J O F I ot7 © d-e5 �' TOTAL LABOR O 4. �' / INSURANCE y O ( SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 277 JOB FOLDER Printed in U.SA CA TV PEDESTAL WATER VALVE 1 _ Q ELECTRIC TRANSFORMER - - FOUND PIN & CAP PLS NO. 20695 r� (ELEV = 7548.5) 20.5' L � T / FOUND PIN &CAP PLS NO. 20695 (ELEV. = 7502.8) N 88 °18'58 " E� 316. 43' � s 25' o0 0 1 _ 81.25` ADJUST GRADING TO DRAIN AWAY FROM LEA CHFIELD FP-1 PROFILE HOLE I — — 160, 00_ — - ERIAL DISTRIBUTION SEE DETAIL A -A DEL TA = J5 °3423" R= 775.00 L=210.65 TAN=105.98 CHD=N05730'31 "W CH=210.00 0 b I R b EDGE OF ASPHALT FLOWLINE OF DI TCH 0 P-3 ° ° 39' 25' � n ° 1500 GAL TWOgOMP. C CONC. SEPTIC ANK 6 min- / -� ° � I 1 - _ STAN _DAR0-1NFIL TRA TOR 14' TYPICAL 4" DIAM BLDG SEWER AT 1/4" PER FOOT MAX. L O T O INSPEGT?ON PORT a. CLEANOUT Q 4" diam SDR35 -- -- �� 1,511 ACRES 30' I � o I ( P-2 I I I -- 7500 — I L URBI STOP \ \ N 8743'19" W-263.74' L _ / - - - -- -- N &7°43'19" GIB-293.01 ' FOUND PIN AND CAP \ PLS 20695 (20' WC.) (ELEV. = 7508.2) BOULDER RETAINING WALL LOT 9 VE1 AIL A N. T.S. 0 10 ;HAMBER o \ o 7500 \ FOUND alN & CAP PLS U0. 20695 \ (ELEV. = 7505.8) r \ GRAPHIC SCALE 20 40 80 \ ( IN FEET) \ 1 inch = 20 it. V STANDARD INFILTRATOR PERCOLATION TEST RESULTS Perc No. 1 Perc No. 2 Perc No. 3 60 minutes per inch 30 minutes per inch 23 minutes per inch Percolation rate recommended for design T = 60 minutes per inch. SOIL PROFILE PROFILE HOLE 0 to 1 foot Topsoil 1 to 7 feet Light broown, sandy clay, hard. No Ground Water found. DESIGN CAL CUL A TIONS Design percolation rate T = 60 minutes per inch Number of bedrooms = 4 Maximum daily Flow = Omax Omax = 4 bdrms x 2 persons/bdrm x 75 gallons person/day x 1509 61max = 900 god SEP TIC TANK V = Omax/24hrs x 30 hrs V = 1125 gallons Use 1500 gallon, two compartment precast concrete tank by Copland Concrete or equivalent ABSORPTION AREA A = Omax 5 x VT A = 900155 x v160 = I J94 s. f. Amax = 1138 s. f. Based on Applicatio Rate.' A = 900gpd/0.45 gpd/s. f. A = 2000 s. f. Standard Infiltrator Chamber System in a trench configuration with on allowed 50 p ercen t reduction in the absorption area is recommended. Acorrected = 1000 s. f. Surface area of one Infiltrator Chamber = 75.5 s. f. Use 65 Infiltrator Chambers in five trenches with , IJ Infiltrators in each. No rEs: 1. The building sewer line from the house to the septic tank shall have a maximum slope of 114 inch per foot. Bends in the building sewer shall be limited to 45 degrees. 2. The septic tank shall be installed level. The tank shall have removable covers or manholes to within 8 inches of the finished grade, for inspection and cleaning. J. Excavate three (3) feet wide trenches. The horizontal distance from sidewall to sidewall between the trenches shall be a minimum of six (6) feet. 4. The bottom and the sidewalls of the trenches shall be raked to eliminate smearing. 5. Assemble and install the Infiltrator Chambers in the trenches according to the manufacturers recommendations. 6. Backfill the sidewall area with native on —site soil for proper support. 7. Backfill the trenches with a minimum of 12 inches of tamped soil cover. 8. Avoid vehicle traffic over the system. 9. All installations shall meet the rules and regulations of the Eagle County Environmental Health Division, Chapter 4, Individual Sewage Disposal Systems. 10. The Septic System Installation shall be inspected by the Design Engineer prior to backfilling. 1500 GALLON TWO COMPARTMENT CONCRETE SEPTIC TANK 4'- M T. S. BY COPLAND CONCRETE OR EQUIVALENT PLAN VIEW SIDE VIEW NOTE: SITE PLAN BY RICK HERMES, DATED 10-08-99. w DRAWN B Y.' L. P. CHECKED BY.• L.P. PROJECT NO.: 99202 o� Z rn co O N On M � co �p 00 N Cr) O — vi rn x 3 Ld 00 00 r� O 00 N � x N /'0y rn W I—, O O r- v DA 7F- 10-18— 99 DRAWING NO.: 99202SD. D WG SHEET 1 OF 1