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HomeMy WebLinkAbout1859 Wolcott Springs Rd - 194126100069INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81531 Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1300 Please call for final inspection before covering any portion of installed system. OWNER: Louis & Patricia Medeiros PHONE: 926-2446 MAILING ADDRESS: P.O. Box 433 city: Edwards Slate: CO Zip: 81632 APPLICANT: SAA PHONE: SYSTEM LOCATION: 1859 Wolcott Springs TAX PARCEL NUMBER: 1941-264-00-069 LICENSED INSTALLER: Ell, LICENSE NO: DESIGN ENGINEER OF SYSTEM: Alpine Engineering - Glen Palmer INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1500 GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: ' I SQUARE FEET OF SEEPAGE BED _ SQUARE FEET OF TRENCH BOTTOM. ll as SPECIAL REQUIREMENTS: Install per engineer's revised drawing of ENVIRONMENTAL HEALTH APPROVAL: DATE: ` 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 CAUSE FOR 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: 1 168 SQUARE FEET. INSTALLED SEPTIC TANK: 1500 GALLON DEGREES FEETFROM See as -built SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY _X YES _ NO COMPLIANCE WITH COUNTY / STATE REQUIREMENTS: X YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: ENVIRONMENTAL HEALTH APPROVAL: V ZI DATE: ENVIRONMENTAL HEALTH APPRO DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT A CHECK # ISDS Permit # j 30D Building Permit # 6� oe APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM P ENVIRONMENTAL HEALTH OFFICE-. EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 32 927-3823(Basalt) PERMIT APPLICATION FEE " $150.00 PERCOLATION TEST FEE PROPERTY OWNER: 19 5 �- 1 —1PIZIS MAILING ADDRESSAD D Q�k �3 UI Q d c Cb 8/63Z PHONE APPLICANT/CONTACT PERSON: LayIS rl e 2LS PHONE: 9J,c- l� LICENSED SYSTEMS CONTRACTOR: rLLIbTC 'Lumglk."s ADDRESS:- G ,4,, fu w, Ga PHONE • PERMIT APPLICATION IS FOR: (�() NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: S.e-cc- -t:;w„,s+t;,p 6�21-C 6 ga --,rt `.es, y0f, E,grlr-6a Parcel Number: ' I9` I-d(oq-00 -U6y Lot size: 3$.,7a?s' +Qc:z4r, Physical Address:_ IQS �j Woc.Gb� ,0 iuAc A5A_0 ,.vl,,,,,,-�-�, 'PILO-� BUILDING TYPE: (Check (� Residential / ( ) Residential / ( ) Commercial / TYPE OF WATER SUPPLY: applicable category) tCl{z Single Family Number of Bedrooms 5 `— Multi -Family* Number of Bedrooms -�� Industrial* Type .Well CK) Spring ( ) Surface ( ) Public ( ) Name of Supplier: *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" SIGNATURE • DATE • AMOUNT PAID: �.5�%JM Q RECEIPT# %-1 DATE: 3 A3 CHECK # CASHIER: ' COMMUNITY DEVELOPMENT DEPARTMENT (303) 328-8730 EAGLE COUNTY, COLORADO February 23, 1995 Louis & Patricia Medeiros P.O. Box 433 Edwards, CO 81632 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX: (303) 328-7185 RE: Final of ISDS Permit No. 1300-94 Parcel 1941-264-00-0691, Property located at: 1859 Wolcott Springs, Wolcott. Dear Mr. & Mrs. Medeiros, 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 328-8755. J cerely, Jeff Fedrizzi Environmental Health Specialist ENCL: Information Brochure Final ISDS Permit enclosures ChenONorthern, Inc. Consulting Engineers and Scientists November 19, 1993 Mr. Louis Madeiros P.O. Box 62 Avon, CO 81620 5080 Road 154 Glenwood Springs, Colorado 81601 303 945-7458 303 945-2363 Facsimile Subject: Percolation Testing, Proposed Residence, Tract 7, Wolcott Springs Subdivision, Eagle County, Colorado Job No. 4 117 94-1 Dear Mr. Madeiros: As requested, we have performed percolation testing at the subject site. The work was done in accordance with our Agreement for Geotechnical Engineering Services to you dated November 15, 1993. We previously observed the excavation for the proposed residence and presented our observations and foundation design recommendations in a letter dated November 4, 1993, Job No. 4 117 94. Percolation testing was performed in the area of the proposed leach field in three previously excavated and pre-soaked holes. One profile pit had been excavated with a backhoe to a depth of about 8 feet. The soils observed in the profile pit consisted of about 4 feet of dark brown organic topsoil overlying brown silty sand with gravel. No bedrock or groundwater was observed in the profile pit. Results of the percolation testing are shown on Table I. The reported average percolation rates are variable but the proposed leach field area should be suitable for a conventional infiltration septic system. While at the site we observed and sampled a stockpile of soil which is proposed as foundation wall backfill. A gradation analysis of the stockpiled material is attached. Based on the results of the gradation analysis and our experience we feel the lateral earth pressure on foundation walls can be computed using an equivalent fluid pressure of 45 pcf for backfill consisting of the stockpiled soil. If you have any questions or if we can be of further assistance, please contact our office. Sincerely, CHEN-NORTHERN, Thomas L. Allen, P. F Rev. By: FRC TLA/rh cc: Alpine Engineering A member of the HIH group of companies a HYDROMETER ANALYSIS SIEVE ANALYSIS TIME READINGS US STANDARD SERIES CLEAP SQUARE OPENINGS HR 7 IAR 2a In �����r• NN����N������aim ZZO -��=��Nw�����N��N�� ZZZ N������ 2�0020=2 IMMUZZI 001 002 005 119 1 • 037 074 149 952 191 381./1 42 1 DIAMETER OF PARTICLE IN MILLIMETERS SAND GRAVEL CLAY TO SILT FINE MEDIUM COARSE FINE COARSE C088LES GRAVEL 44 % SAND 27 % SILT AND CLAY 29 °a LIQUID LIMIT �7o PLASTICITY INDI-X •t SAMPLE OF Clayey gravel w/sand FROM Stockpile HYDROMETER ANALYSIS SIEVE ANALYSIS TIME READINGS US STANDARD SERIES CLEAR SOUARE OPENINGS 24 HR 7 HR •In �Nl•���� �N��NI��NNN�N��/ �Nl•��������Nl�✓•NN����M MMM�o������ 11 11 11 11• • 1 1 •1 -- 0.4 aC C U 152 DIAMETER OF PARTICLE IN MILLIMETERS CLAY TO SILT SAND GRAVEL COBBLES FINE MEDIUM COARSE FINE COARSE GRAVEL % SAND % SILT AND CLAY 4; LIQUID LIMIT PLASTICITY INDEX SAMPLE OF FROM 0 Jz Q 0Cr z W 00 a 4 117 94-1 IChen0Northern,Inc I GRADATION TEST RESULTS Fig. 1 H rD F W H all oz m 0 ti Q COO In 4 10 evil oI NI NI NI NI NI NI NI NI NI NI NI NI I �I "1 �41 �I �I Iz �I N I N I . I N I N I N I N I N( N I N I N I N I I I N I H I N I 60 I ti l 40I 1 1 1 1 1 1 1 1 1 1 1 1t ^ I 1 I I I I I I I I 1 1 I N Is 3 t E m a) tw a z �0 w� �a �O F., U a w O Q cn zz pa 0 ti l N I N I ti l N "I ~I MI -tI"I ~I"I`"I"I"tI`"IN O O O O CDO O O O O O O tI - t� 7 h h 14:1 \O 44I 44I 44I 1-4I N O h zlllllll- MII 18 ALPINE ENGINEERING INC January 14, 1994 Ms. Tania Busch -Weak Eagle County Health Department P. O. Box 179 Eagle CO 81631 RE: Louis Medeiros Septic System Dear Ms. Busch -Weak: RECEIVED EAGLE COUNTY COMMUNITY DEVELOPMENT Mr. Medeiros wanted to explore the possibility of relocating his septic tank and absorption area east, where it will provide shorter, more direct sewer service connections to the residence and barn, and locate the septic tank in a location where it is closer to a road to be pumped. Before we presented a revised plan to Eagle County, we wanted to verify percolation and soil profile results. The results are attached, which indicate similar soil conditions as the previously proposed absorption area. Please review the revised site plan. If you have any questions, please call. Sincerely, t Glenn Palmer, PE enclosure GP:sm Edwards Business Center • P.O. Box 97 • Edwards, Colorado 81632 • 303/926-3373 • FAX 303/926-3390 SEPTIC SYSTEM APPLICATION LOT 7, WOLCOTT SPRINGS SUBDIVISION Prepared for: Louis Medeiros P.O. Box 433 Edwards, CO 81632 Prepared by: Alpine Engineering, Inc. P.O. Box 97 Edwards, CO 81632 KEV(SETj1-(o--R4 INTRODUCTION , The Wolcott Springs Subdivision is located south of I-70 and east of Bellyache Ridge Road, southeast of the I-70 Wolcott interchange. The site slopes at approximately 3 to 1 (horizontal to vertical) to the north. PROPOSED USE A 4 bedroom house, along with a bam which is to have a one bedroom guest unit is proposed to be constructed on the lot. A three bedroom mobile home is to be temporarily located at the site, which will be removed upon completion of construction of the house. QUANTITY OF SEWAGE 4 BEDROOM HOUSE 1 BEDROOM BARN (5BR)(2people/br)(75gpd)(150%) = 1125 gallons SEPTIC TANK SIZE (1125gpd/24)30 hrs = 1406 gallons - say 1500 gallons PERCOLATION TESTS, SOIL PROFILE HOLE Percolation tests and the soil profile review were completed by Chen -Northern, per attached report. Perc Test Hole 1 15 min/in 2 44 min/in 3 33 min/in Our interpretation of Chen's percolation test results are as follows: (use last 40 to 60 minutes of 2 hour duration test). Perc Test #1 Perc Test #2 Perc Test #3 26 in - 23 in = 14 min/inch 40 mins 16.9 in - 15.0 in = 32 min/inch 60 mins 18.1 in - 16.2 in = 32 min/inch 60 mins AVERAGE = 26 min/inch Date of Test: 1-12-94 (Soil and frost excavated with a backhoe, holes dug and pre -wetted for three hours to prevent freezing before testing) Hole #1 Hole #2 Hole #3 0 min 28.1 17.7 18.9 10 min 28.8 18.3 19.5 20 min 29.4 18.9 20.1 30 min 30.0 19.4 20.6 40 min 30.6 19.9 21.0 50 min 31.1 20.3 21.4 6'0 min 31.6 20.7 21.8 Last 10 min 20 min/in 25 min/in 25 min/in Last 30 min 18.8 min/in 23.1 min/in 25 min/in Average Perc. Rate = 23 min/inch - use 26 min/inch Soil Profile Hole The results of the soil profile hole observed by Chen Northern appear to be consistent with the soil profile hole dug for revised absorption area: about 4 feet of dark brown organic topsoil overlying brown silty sand with gravel. No bedrock or groundwater, or soil mottling was observed in the profile hole. USE SAME ABSORPTION AREA AS PREVIOUSLY CALCULATED. ABSORPTION TRENCHES A = Q T°S = 1125 260s = 1147 SF 50% reduction 5 5 50% reduction for infiltrators = 573.5 SF Check with application rate A = 1125 gpd = 937.5 1.2 gpd/sf 50% reduction for infiltrators = 468 sf USE 574 SF 2 trenches @ 100' long, 16 units @ 6.25' long HORIZONTAL DISTANCES To well, the distance required is 100 + 8 + 108', ok c v N I - I / / / r T V 3 a Y ;TQ z R u 11 J 0 c 4 Z � C N _NQwr// / s 1300-93 - parcel #1941-264-00-069 JOB NAME 1859 Wolcott Springs MEDEIROS JOB NO. JOB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED :'SSLA C1 t- IIn L 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 277 ®® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER Printed in U.S.A.