HomeMy WebLinkAbout477 Pilgrim Dr - 210519303011INDIVIDUAL 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. 1108 Please call for final inspection before covering any portion of installed system. OWNER: Addison and Cindy Piper PHONE: MAILING ADDRESS: 2505 Willow Drive, Hamel, MN 55340 AGENT: PHONE: SYSTEM LOCATION: 477 Pilgrim Drive, Pilgrim Downs, Edwards CO 81621 LICENSED INSTALLER: Long T s Excavating LICENSE NO. 16-91 DESIGN ENGINEER OF SYSTEM: Inter Mountain Engineering INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING: CARETAKER UNIT 1000 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT. DISPERSAL AREA REQUIREMENTS: 70 SQUARE FEET OF SEEPAGE BED SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: INSTALL PER ENGINEER DESIGN. Place inspection portals at end of each trench. Provide as built to Eagle County. ENVIRONMENTAL HEALTH OFFICER: DATE: 10/22/91 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 Ill, 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: (TO 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: �DO SQUARE FEET. INSTALLED SEPTIC TANK: /00 O GALLONS DEGREES FEET See ?/"S/a$' SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR: PROPER MATERIALSAND ASSEMBLY \� YES NO COMPLIANCE WITH COUNTY/STATE 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: ENVIRONMENTAL HEALTH OFFICER: DATE: ENVIRONMENTAL HEALTH OFFICER: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS PERMIT APPLICANT/AGENT: OWNER: AMOUNT PAID: RECEIPT N: CHECK N: CASHIER: ENVIRONMENTAL HEALTH OFFICE.`- EAGLE COUNTY Number: P. 0. BOX 179 EAGLE, COLORADO 81631 949-5257 Vail 328-7311 Eagle 927-3823 Basalt PERMIT APPLICATION FEE S150.00 I PERCOLATION TEST FEE S125.00 now AME OF OWNER: Addison and Cindv Pipe AILING ADDRESS: 2505 Willow Drive, Hamel, MN 55340 PHONE: A11E OF APPLICANT (If different from owner): DDRESS: PHONE: DESIGN ENGINEER OF SYSTEM (If applicable): , Alpine Engineering. Inc. ,DDRESS: P.O. Box 97, Edwards, CO 81632 PHONE: 303-926-3373 'ERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: Long's Excavating Aa ` 17/ LICENSED INSTALLER: (xx) YES ( ) AO iDDRESS: PHONE: .303-949-4682 'ERMIT APPLICATION IS FOR: ( x) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR .00ATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Physical Address: 477 Pilgrim Drive, Pilgrim Downs, RdwnrAQ r0 Parcel Number: Lot 7, Filing 4 Lot Size: Legal Description: Lot 7, Filing 4, Pilgrim Downs Subdivisinn 3UILDING OR SERVICE TYPE (Check applicable category): x Residential - Single Family ( ) Residential - Fourplex ( ) Residential - Duplex ( ) Commercial (Type) ( ) Residential - Triplex NUMBER OF PERSONS: NUMBER OF BEDROOMS: 1 bedroom caretaker unit WASTE TYPES Check_applicable categories): ( Commercial or Institutional x ) Dwelling ( ) .Non -Domestic Wastes ) Transient Use (x) Garbage Disposal x Dishwasher (x ) Automatic Washer Spa Tub ( ) Other (Specify): TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: x Septic Tank Composting Toilet ( ) Incineration Toilet Vault Privy ) Greywater ( ) Chemical Toilet ( ) Pit Privy ) Aeration Plant ( ) Recycling, Portable Use ( ) Other ( ) Recycling, Other Use WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE: ( ) YES (x) NO IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: (x ) YES ( ) NO WATER CONSERVATION PLAN: ( ) YES (x } NO NOTE: The Environmental Health Office may reduce the required absorption area upon approval of an adequate water conservation plan. SOURCE AND TYPE OF WATER SUPPLY: (xx) Well ( ) Spring ( ) Creek/Stream Give depth of all wells within 200 feet of system: 250-300' deep 300' +1- a.,a3L If supplied by community water, give name of supplier: SIGNATURE: 41jo', pjw_a� AtP1,VE tn�6t���`�i►� DATE: INFORMATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER: GROUND CONDITIONS: Percent ground slope Depth to Bedrock (Per IF profile hole Depth to Groundwater table SOIL PERCOLATION TEST RESULTS: _ Minutes per inch in Hole #1 Minutes per inch in Hole 02 Minutes per inch in Hole 03 FINAL DISPOSAL BY: Absorption Trench, Bed or Pit ( ) Evapotranspiration Above Ground Dispersal ( ) Sand Filter ( } Under Ground Dispersal ( ) Wastewater Pond ( ) Other AMOUNT PAID: RECEIPT NUMBER DATE: CHECK NUMBER CASHTFR- NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION. MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER (Environmental Health Dept. - Rev. 4/88) ALPINE �-3 a — iGiNURaNG INC p/L �,e/11 Docd/& CONUMUMCATION RECORD aJECT: LOT I- , fiuw6-¢ .� °B N°• RSOM CONSULTED: FIRM: _ A6LG� GOVN7y TELEPHOHE 140. 3RESS: RPOSE OF CONTACT: �AeET/��FD DD/!JAN . 56P—rx- Svigram__ _ DATE: �IGENAj f A'�Ci2 COPIES TO: ��iJ I��°s2L�l AS 7 a T W5--7 • Q"EMOAANOUM AEI TELEPHONE CONFERENCE .MEETING MINUTES QTRANS.LTTAL »»»>=.s..»>.»>:._».:-.TRANS.ITTEOH EREMLTH .=sass....»»» .THE FOLLO1tLNG 11AS DISCUSSED: ' 117 7116_°!G S REV,PPgOgt r It9ZE- , Gv/r/Y /TES /F Yav H-Ave A-JY E2vEsrZOLS . PUL me: GALL, z� 0 Edwards Business Center • P.O. Box 97 • Edwards. Colorado 81632 • Av 30119494W • 303/926-3373 • K Inter -Mountain Engineering Ltd. PERCOLATION TEST RESULTS AND SEPTIC SYSTEM RECOMMENDATIONS FOR LOT 7, FILING 4, PILGRIM DOWNS EAGLE COUNTY, COLORADO PREPARED FOR: MR. ED SCHENCK III PROJECT NO. 90337E SEPTEMBER 1990 Box No. 978 • Avon. Colorado 81620 • 949-5072 Denver 893-1531 1420 Vance Street • Lakewood. Colorado 80215 • Phone: 232-0158 2 ThIA report presents the reaults of percolation tests and provides septic system recommendations for the proposed single family residence on Lot 7, Pilgrim Downs Filing No_ 4• Eagle County, Colorado. This site was investigated and five percolation tests were dug to a minimum depth of 27 inches. Holes were presoaked and percolation tests performed. Results of these tests are included in this report; see PERCOLATION TEST RESULTS. The site'is located on Pilgrim Drive in Pilgrim Downs Subdivision in Eagle County, Colorado. The site of the absorption trenches slopes to the northeast at approximately 20%. Drainage in the area of the proposed absorption trenches is to the northeast. Vegetation consists of grasses. Subsurface conditions in the proposed leach field area are relatively uniform, and consist of 1 1/2 foot of topsoil underlain by silty, sandy, clayey loam to a depth of 8 feet. No groundwater was encountered during excavation. 3 PERCOLAT-ON TEST RESULTS A total of five percolation tests were performed on the site. Results were as follows: Tpst Hole Min/1" Drop Date of Test Ambient Air Temp. 1 24 9/16/90 80 2 30 9/16/90 80 3 24 9/16/90 80 4 60 9/16/90 80 5 30 9/16/90 80 Average time for 1 inch drop = 35.6 minutes DESIGN CRITERIA A single-family residence has been proposed for this site for year-round use. The residence will have a total of five (5) bedrooms, and will be equipped with a garbage disposer and automatic clothes washing machine. Thus design criteria for calculations are: 2 persons/bedroom 75 gallons/person/day-average flow +20% absorption area for garbage disposer +40% absorption area for automatic washer -25% absorption area for dosing tank Maximum flow: 150% of average flow CALCULATIONS A= Q_Y Where A= minimum absorption area (sq. ft.) 5 Q= maximum quantity of sewage flow (gal/day) T= percolation rate (min/inch) Q= 5 x 2 x 75 x 1.5 = 1125 gal/day A= Q�(— = 112535.6 = 1343 sq. ft. 5 5 r 4 +1343 sq. ft. +267 sq. ft.(disposal +20%) +537 sq. ft.(washer +40%) 1811 sq. ft. absorption area From table 5, a minimum area of 300 sq. ft. per bedroom is required. (300 x 5 = 1500 sq. ft., which is less than the 1811 sq. ft. from the previous calculation.) Minimum area of absorption trench is 1811 sq. ft. If Advanced Drainage Systems, Inc. SB2 10 inch "gravel -less" leach bed tubing is used, one lineal foot of pipe is required for each three square feet of absorption trench area: thus 606 lineal feet is required. From Table 4 (section 4.07.01 of the Eagle County Regulations), a 1500 gallon septic tank is required. Based on the preceding calculations it is recommended to install a 1500-gallon compartmented septic tank followed by a minimum 1811 square foot seepage trench. The seepage trench should lie a.minimum of 10 feet from all property lines and 20 feet from the proposed residence. An inspection of the system should be made by a representative of the Eagle County Environmental Health Department prior to backfilling. The installation and material specifications must comply with the Eagle County Individual Sewage Disposal System Regulations. 5 As an alternative to the standard 1811 square foot seepage trench, 606 lineal feet of SB2 10-inch diameter "gravel -less" leach bed tubing (as manufactured by Advanced Drainage Systems, Inc.) can be embedded in the native soils of the site. A dosing chamber with siphon will be installed. The dosing chamber will allow for periodic high rate discharge to the field. This will prolong the life of the drainage field. The dose discharge should be approximately 600 gallons. This report has been prepared for the exclusive use of Mr. Ed Schenck III for the specific application to the proposed single-family residence on Lot 7, Filing 4, Pilgrim Downs• Eagle County, Colorado. The findings and recommendations of this report have been obtained in accordance with accepted professional engineering practices. There is no other warranty, either expressed or implied. If we can be of further assistance, please call. Sincerely, Inter -Mountain Engineering Ltd. Gray Pearson, P.E. Project Engineer APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT PIPER RESIDENCE LOT 7, FILING 4, PILGRIM DOWNS EAGLE, COLORADO OCTOBER 8, 1991 PREPARED BY: ALPINE ENGINEERING, INC. P.O. BOX 97 EDWARDS, CO 81632 (303) 926-3373 INTRODUCTION In September of 1990, InterMountain Engineering submitted an application for a septic system for Lot 7, Filing 4, Pilgrim Downs. The residence, now existing, has a total of 5 bedrooms. Currently, a 1 bedroom caretakers unit is proposed to be added to the lot. The desired location of the caretaker unit is below the existing septic tank and absorption trenches, so that it is proposed to provide a new septic tank and absorption trench area for the new caretaker unit. Adequate space exists to construct additional trenches adjacent to the existing field. PERCOLATION TEST/SOIL PROFILE The proposed caretaker absorption trench is to be located immediately adjacent to the existing absorption trench. Percolation rates performed by InterMountain Engineering for the existing field should correspond to the soil characteristics for the caretaker unit. The average percolation rate was 36 minutes/inch. PROPOSED USE: 1 Bedroom Caretaker Unit. DESIGN CRITERIA: 1 Bedroom 2 Person/Bedroom or 3/5 Persons/Unit Design Flow = 150% Average Daily Flow Design Flow = (1BR)(2 Person/BR)(75 GAL/PER/DAY)(150%) Design Flow = 225 GPD Design Flow — (3.5�GPD sons/Unit)(75 GAL/PER/DAY)(150%) Design Flow = 3 USE 394 GPD SEPTIC TANK SIZE Size = (30/24)394 = 500 gallons Table 4, Eagle County Regulations, Minimum Size = 750 gallons Smallest size readily available = 1000 gallons USE 1000 GALLON SEPTIC TANK 1 ABSORPTION TANK AREA Percolation rate = 36 minutes per inch A = (Q/5)1(T = (394/5)v 36 = 473 SF 40% reduction for infiltrator 139 SF Area required = 284 SF PAY Infiltrator = 3' wide = 284/3 = 95' linear feet required 1 TRENCH, 16 UNITS (100' LONG) REQUIRED �00 CHECK FOR LESS THAN 2000 GALLON PER DAY TOTAL USE V�! 5 Bedroom House 1 Bedroom Caretaker 6 Bedrooms 2 Person/BR)(75 GAL/PERS/DAY)(150%) = 1350 GPD 1350 GPD is less than 2000 GPD, ok. 2 U-1. xul UJ� 1 - -- + I---- --- CYNTHIA PIPER 2505 Willow Drive t Hamel, Minnesota 55340 612-473-2623 FAX ' 612.473-6879 FAX TRANSMISSION TO_-__ `� _�j--d_- ------------ FAX NUMBER_--'iq�� ORGANIZATION_ _ ----_- _--___-----_ DATE----- - -% O ------------------------ NO. OF PAGES_— f----------�_ ----- Please call 1-800-811.0397 if pages are missing a fJtl I`m.xit 2zZ Ski. ?#1 i�A, dre /' - 7J/ � e a�( pa'4�� �Qed,�A-f -- © z p ^11 S Pa,,,Q ffa/o5 193 0.3 0» 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 NO. 1108-89 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. REPAIR PERMIT NO. 2142R-01 BP NO. OWNER: TAD AND CINDY PIPER PHONE: 612-868-2190 MAILING ADDRESS: C/O PJH TOWER, 222 SOUTH 9TH , MINNEAPOLIS, MN 55402 APPLICANT: DAGMAR HUBER PHONE: 970-926-5046 SYSTEM LOCATION: 0477 PILGRIM DOWNS DRIVE, EDWARDS, CO TAX PARCEL NO. 2105-193-03-011 LICENSED INSTALLER: EDWARDS EXCAVATING, DON JOHNSON LICENSE NO. 52-01 PHONE: 970-926-3395 DESIGN ENGINEER: PHONE NO. INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 1 BEDROOM RESIDENCE EXISTING 1000 GALLON SEPTIC TANK, REPLACING 496 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 16 INFILTRATOR UNITS, AS REQUESTED. SPECIAL REQUIREMENTS: INSTALL THE NEW TRENCH ADJACENT TO THE FAILED ONE, BUT AT LEAST SIX FEET AWAY FROM IT, AND INSTALL AN INSPECTION PORTAL IN IT. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUESTIONS. ENVIRONMENTAL HEALTH APPROVA . ,J!AI DATE: SEPTEMBER 21, 2001 CONDITIONS: I. 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: 4 9 6 SQUARE FEET (VIA 16 INFILTRATOR UNITS ) COMMENTS: THE FINAL INSPECTION WAS DONE BY WILLIAM CARLSON ON OCTOBER 2, 2001_ THE NEW TRENCH WAS INSTALLED 21 FEET FROM THE FATT,Fn TRF.Nrg THIS —SYSTEM IS LARGE ENOUGH TO ACCOMMODATE THE ONE BEDROOM CARETAKER'S UNIT, ANY ITEM NOT MEETING REQUIREMENTS WILL BE CT BE AL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. �? ENVIRONMENTAL HEALTH APPROVAL DATE: OCTOBER 3, 2001 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: September 21, 2001 TO: Edwards Excavating FROM: Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Issuance of Individual Sewage Disposal System Repair Permit #2142R-01, Tax Parcel #2105-193-03-011. Property Location: 0477 Pilgrim Drive, Edwards, CO., Piper residence. Enclosed is your ISDS REpair Permit 92142R-01. It is valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. If you have not been contracted to install this system please contact Eagle County Environmental Health. Also enclosed is the ISDS Final Inspection Completeness Form. The items on this form need to be completed before you call for your final inspection. Also, please note any special conditions which may have been placed on the permit. Do not back fill any part of the installation until it has been inspected. If all items are not completed, a reinspection fee of $47.00 must be paid before a reinspection is made. Please call our office well in advance to allow for scheduling of final inspection. Your building permit TCO will not be issued until final approval has been given for the ISDS Permit. 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 Enclosures: ISDS Repair Permit # 2142R-01; ISDS Final Inspection Completeness Form - EAGLE- Cvnirf - : REALTH P.O. BOX 179 EAGLE, CO 81631 PRODUC1204-t ISin91e Sheets) 245-1(Padded) ®® Inc.. Groton, Mass. 01471. To 0rdv PHONE TOLL FREE 1-BOD-225-WO JOB Z � C/ ,z l SHEET NO. CALCULATED BY OF DATE CHECKEDBY DATE 1108 21 42R-01 Tax#21 051 930301 1 1VS' l 11 `01 JOB AC Lot 7, Filing 4 Pilgrim Downs Lot 7,Filing 4, PIPER � ��� NO. Pilgrim Downs, Edwards 477 Pi l2rim Drive -1-1 „; -1 — -i m T)ri vP_ BILL TO DATE STARTED DATE COMPLETED DATE BILLED Q— 5�2�z '�� - - � 7 If 4 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 JOB FOLDER Product 278 /=-® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER f Printed in U.S.A. -01 EXISTING ABSORPTION TRENCHES EXISTING _ / GROUND \ I I I O ,/l i I Q_ PROPOSED ABSORPTION TRENCH PROVIDE FILL AS REQUIRED TO 2% —► OBTAIN 2' COVER OVER INFILTRATOR I' MIN., 1.5' MAX. FLOWLINE (NOTED ON PLANS) SECTION A -A LOT 17 FILING NO. 7 \ LOT 6 FILING NO. 3 TOPOGRAPHIC MAP PILGRIM DOWNS, FILING N0. 4 EAGLE COUNTY, COLORADO Seeding We recommend that the disposal field be waded after installation of the subsurface disposal system. k good native grass cover will promote evapotranspiration from the field. We recommend using a seed mix such as a 'Foothills, Future, or prairie' sixes available at local food and seed stores. These nixes do not require irrigation and develop a growth 10 to 15 inches high. 'No automatic sprinkler system should be installed above the disposal field. Operation and maintenance plan The owner must realise pan ossito swage disposal system is considerably different from public sewer services. The owner must be aware of and assume the responsibility for continued maiatenanco of the system. We recommend the pumping of the septic tanks at the end Dl the first year of use to monitor slwdgo accumulation and at a ■iaimum of every 2 years afterward. There are also daily considerations, such as not patting plastic or other nmubiodogrsdable material down the sewage disposal system. ►lso, water use must be carefully monitored so toilets are not allowed to run when seals malfunction. To illustrate the point, it should be noted a ruaaing toi'-rt will cansumu in excess of 1000 gallons per day If allowed to run. ixcassivo loading (such as from running twilets) will flood and irrevocably harm the system, and stress the omsits welt. We also caution you against installation of a water softener. The high levels of salt fro■ the backwash of a water softener is detrimental to all owite sewage disposal systems and a seParato drywall should be eonstruetod'for the backwash waste If a water softener is installed. No landscaping or plastic can bo installed over the disposal field which will reduce evapotranspiration from tha field. N 33'04'56' 537.08' i L 17'39'32" R = 539.50 T 83.80 L 166.28 1 EDGE OF ASPHALT SCALE 1 " 30 Z� = 39'07'21' R = 200.00 T - 71.D6 L = 136.56 PROVIDE S' MINIMUM CLEAR HORIZONTAL BETWEEN TREES AMID SEWER PIPES AND SEPTIC TANK. PROVIDE INSPECTION PORTALS PER EAGLE COUNTY REGULATIONS. 4 PROVIDE RISERS ON SEPTIC TANK TO FINISH GRADE. COMPLY WITH ALL EAGLE COUNTY REGULATIONS REGARDING SEPTIC SYSTEM INSTALLATION } INSTALL INFILTRATOR SYSTEM PER MANUFACTURER'S RECOMMENDATIONS AND EAGLE COUNTY HEALTH DEPART. REQUIREMENTS. ALL COMPACTION OF TRENCHES IS TO BE PER SOILS bg ENGINEER'S RNAnMENDATIONS'. GRAVITY.SEWER LINE IS TO BE 4" SCHEDULE 40 PVC. PROVIDE 5'" MINIMUM COVER ON FORCE MAIN DATE: 10-8-91 SEWER CLEAN -OUT DETAIL N T S