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HomeMy WebLinkAbout175 Lynns Ct - 239122204012 - 1428-94IS EXPIREDINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway - Eagle, Colorado 81631 Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. Please call for final inspection before covering any portion of installed system. OWNER: Marcy Bogner PERMIT NO. 1428 PHONE: 927-8582 MAILING ADDRESS: P.O. Box 797 City: Basalt State: CID Zip: 81621 APPLICANT: Same PHONE: 927-4941 SYSTEM LOCATION:__ 0175 L nns Court TAX PARCEL NUMBER: LICENSED INSTALLER: .Toe_ Zamora DESIGN ENGINEER OF SYSTEM: hl�, / Schmueser Gordon M INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1000 GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 600 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: Install as per engineer's design; however cleanouts at the end of each trench. ENVIRONMENTAL HEALTH 91-222-09-012 E No: 05-94 rake trench sidewalls, and install DATE: September 13,1995 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: SQUARE FEET. INSTALLED SEPTIC TANK: GALLON DEGREES FEET FROM SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY —YES —NO COMPLIANCE WITH COUNTY / STATE REQUIREMENTS: _ YES _ NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A REANSPECTION WHEN WORK IS CORRECTED. COMMENTS: ENVIRONMENTAL HEALTH APP ENVIRONMENTAL HEALTH APP PPLICANT I AGENT: ERMIT FEE PERCOLATION TEST FEE (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS OWNER: RECEIPT # CHECK# — DATE: ISDS Permit ,_ !`l M q Building Permit , APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE-- EAGLE COUNTY P.Q. BOX 179 EAGLE, CO 81631 328-8755/927-3823(Basalt) PERMIT APPLICATION FEE $1.50.00 PERCOLATION TEST FEE $200.0c PROPERTY OWNER: ���c �� F ©GtjC�, MAILING ADDRESS : R D t) APPLICANT/CONTACT PERSON: S,0 LICENSED SYSTEMS CONTRACTOR: Joe Z ADDRESS; 19 9S3 9 4 C4kS0J0gLr pHoNLY. 163 .,.i PERMIT APPLICATION IS FOR: 01 NEW INSTALLATION ( ) ALTERATION (j REPAIR LOCATION OF PROPOSED•INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: �� �n �� f—i4 c, As P_rJ / -F q; CK) Parcel Number: �.�� ��. r1L;PJCs NO,� S i ll�\-Lot size: �5'r Ach'dtewn Physical Address: 019� L tiN-S Gj ti' Ae5odgE11,C C6a� BUILDING TYPE: (Check applicable Category) (Vf Residential / Single Family Number of Bedrooms ( ) Residential / Multi -Family* Number of Bedrooms ( ) Commercial / Industrial* Type TYPE 'OF WATER SUPPLY: Weli(kl' Spring ( ) Surface ( ) Public ( ) Name of Supplier: *These systems require design by a Registered Professional Engine,!r NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" 14 f SIGNATURE: DATE: �tylrie'dk�k�eir�ie94*�r7k*ir'*'�Cy1rLt7,t�4't)ir7t�Cyk�C�t�c �e9e�k9r�k'9eok4t***yk�*�e�F'*�e�k�c3r*�k�e�krok�9c•*�k*�F7ti'*�k**'�ekk�ro4�Fkde�e•* AMOUNT PAID: l —0� c —RECEIFT# DATE: ��� � Iq 1 — CfiECik CASHIER • ... .. ... , ' � , ! g'.Y,Y'cy''�� ri:�.*•. .�,,:�r1.rie a r;yta-,r' 't' rrX�, 7 c� Community Development Department (970) 328-8730 Fax: (970) 328-7185 TDD: (1970) 328-8797 EAGLE COUNTY, COLORADO Date: September 13, 1995 TO: Zamora Excavating FROM: Environmental Health Division 4e Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Issuance of Individual Sewage Disposal System Permit No. 1428-94 Tax Parcel #2391-222-09-012 Property Location: 0175 Lynns Court, Carbondale, CO, Bogner residence. Enclosed is your ISDS Permit No. 1428-94.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. 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. 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 Nelson Environmental & Wastewater Solutions Ltd E Property Address: 0175 Lynns Court W S Legal Description: Lot 12, Aspen Mountain View, Filing #3 Property Owner: Name Marcy Bogner Address P. O. Box 797, Basalt, CO 81621 Phone 927-0619 Contractor: Excavating Contractor: Name Unknown. Name Zamora Excavating Address AddressP. O. Box 574 Carbondale, CO 81623 Phone Phone 963-1399 Saturation and Swelling o Smeared surfaces removed X Yes o Gravel Added X Yes o Date and Time presoak water added 10/3/94 A 10:00 a.m. o Amount of presoak water added 30 gallons /hole o Water remaining in holes after presoak? Hole 1: Yes x No Hole 2: Yes x No Hole 3: Yes x No Percolation Rate Measurement Hole 1: 16 minutes/inch Hole 1: 15 minutes/inch Hole 3: 18 minutes/inch AVERAGE 17 minutes/inch Groundwater: o Not Encountered to 8 ft. o Estimated depth to high seasonal water if not encountered 180 feet o Is area believed to be subject to seasonal fluctuations which could result in a seasonal water table? _ Yes X No Slope in absorption area 10% to the SSE Bedrock o Not Encountered o Estimated depth if not encountered-50 ft. o Type of bedrock: Sandstone Claystone Siltstone X Other:Basalt X Fractured Weathered o Is bedrock believed to be permeable? X Yes No I certify that the above information is correct and complete to the best of my knowledge and that all tests were performed in accordance with the provisions of Eagle County Individual Sewage Disposal System Regulations, Section 4.05.01 through 4.05.08. Robert F. Nelson President P.O. Box 6961 Snowmass Village, CO.81615 Office (303) 923.3289 Home (303) 923.2766 Nelson Environmental & Wastewater Solutions, Ltd E W December 2, 1994 S Ms. Marcy Bogner P. O. Box 797 _ Basalt, CO 81621 Subject: Soils Evaluation and Percolation Tests for Individual Sewage System Design for Lot 12, the Summit, Filing 3, Aspen Mountain View Subdivision, Eagle County, CO at 0175 Lynn's Court Dear Marcy, As requested, Nelson Environmental and Wastewater Solutions, Ltd., performed a soils study and percolation tests to recommend a design for a septic system for the proposed residence. We conducted this study according to Sections 4.04 and 4.05 , Chapter IV (Individual Sewage Disposal Systems) of the Eagle County Code on October 3, 1994. We have based our recommendations on the subsurface conditions encountered. You should furnish this letter and the completed engineering plans to the Eagle County Environmental Health Department to obtain a permit to construct this individual sewage system. Proposed Construction: This planned residence is a three bedroom, two bathroom, two-story house. The approximate location of the proposed residence and sewage disposal field are shown on Figure 1. Without water conserving toilets, the ultimate wastewater flow from this residence is estimated to be 450 gallons per day (GPD). Site Conditions: The investigated site is a vacant 1.611-acre lot in the Aspen. Mountain View Subdivision on B Missouri Heights. ecau- se of the plat recording, on -site sewage disposal systems within this subdivision are required to be designed by a registered professional engineer. We refer you to Dan Cokley of Schmeuser, Gordon and Meyer Engineering in Glenwood Springs (945-1004) for this site -specific septic system design. In order to complete the septic system design, please provide him a completed site plan as soon as possible. The property i.s served by subdivision wells. The ground surface, which appears natural in the proposed area of the absorption field, slopes to the Southeast at a 10% grade. There was a typical vegetation pattern of oak brush, sagebrush, and grasses and over the property. There is a large irrigation ditch bordering the southerly property line. Also, a rather deep ravine that appears to be an abandoned irrigation ditch crosses the lot from the North to the West. We understand that this ravine is to be filled with the soil from the house excavation. P.O. Box 6961 Snowmass Village, CO.81615 Office (303) 923.3289 Home (303) 923, 2766 Bogner Property Septic System Site Evaluation December 2, 1994 Page 2 Subsurface Conditions: A soil profile pit, within 25 feet of the proposed absorption area, was excavated to a depth of seven and one-half feet. No ground water was encountered in the profile excavation. Bedrock was not present within profile pit. The soil textures encountered were a silty clay topsoil about eighteen inches deep, and a noncalcareous, reddish sandy clay to the bottom of the profile hole. Percolation Testing: The subsurface soil conditions were evaluated with the standard percolation test procedures at the approximate location shown on Figure 1. The test holes were hand dug in the bottom of shallow backhoe excavations to a depth of thirty-nine to forty-five inches below the ground surface. The subsoil in which the percolation testing was run, consisted of sandy clay or clay loam. This soil was well consolidated, and showed little tendency to swell. However, smearing or compaction caused by the excavating equipment was observed in the backhoe excavations. Percolation testing was performed in the proposed absorption area South of the building site. The percolation holes were hand dug in the location of the proposed absorption field at the bottom of backhoe excavations prepared earlier. Three inches of gravel were placed in the bottom of each hole. The percolation holes were pre-soaked the evening before the percolation testing by adding five gallons of water to each hole. Water was then added approximately every two hours for six hours before beginning the percolation test. The results of the percolation testing are presented in Table I. These results indicate the clay loam soils have an average percolation rate of 17 minutes per inch and are acceptable for an infiltration design for the on -site sewage system. There was little variability in the percolation test measurements over the reading periods. Minimum Eagle County Requirements: The soils and terrain in the area of the proposed building do not present any significant limitations to the construction of an on -site sewage disposal system. The minimum Eagle County requirements for this installation are based on a system loaded at an average of 450 gallons per day. This flow would require a septic tank with a volume of at least 1000 gallons and a minimum of 700 square feet of standard absorption trench. It. is important to maintain a setback of at least 50 feet from the absorption field to the large irrigation ditch on the South property line. Bogner Property Septic System Site Evaluation December 2, 1994 Page 3 Limitations: This report has been prepared according to generally accepted practices in this area for use for sewage disposal design purposes. The conclusions and recommendations submitted in this report are based upon data obtained from our site visits at the location indicated. There is some possibility that the nature and extent of variations in the subsurface soils across the site may not have been evident at the time of this investigation, and may need additional evaluation if further excavation reveals conditions different from those described. This office should be advised of any unusual situations as soon as possible so we may reevaluate our recommendations. If you have questions or if we may be of further assistance, please call the office. Sincerely, A��AIZ4— Robert F. Nelson President Attachments cc: Dan Cokley Schmeuser, Gordon, Meyer, Engineers p ` Nelson Environmental & Wastewater Solutions Ltd: _E W TABLE I S PERCOLATION TEST RESULT FORM Hole Length Depth at Depth at Drop in Average Hole Depth of Interval Start of Interval End of Interval Water Level Percolation No. (in.) (Mnutes) (Inches) (Inches) (Inches) Rate(Min./Inch) 1 45 10 7 9/16 6 15/16 5/8 10 6 15/16 6 3/8 9/16 10 6 3/8 5 3/4 5/8 10 5 3/4 5 1/8 5/8 10 51/8 41/2 5/8 16 2 41 10 8 1/8 7 3/8 3/4 10 7 3/8 6 3/4 5/8 10 6 3/4 6 1/16 11/16 10 6 1/16 5 7/16 5/8 10 5 7/16 4 3/4 11/16 15 3 45 10 8 3/4 8 3/16 9/16 10 8 3/16 7 9/16 5/8 10 7 9/16 7 9/16 10 7 6 3/8 5/8 10 6 3/8 5 13/16 9/16 18 Marcy Bogner Property Lot 12, Aspen Montain View, Filing 3 0175 Lynns Court r� .� ...rn ...,.�,..:.... ter,...... I n/M lnn COMMUNITY DEVELOPMENT DEPARTMENT (303)328-8730 EAGLE COUNTY, COLORADO December 2, 1994 Marcy Bogner P.O. Box 797 Basalt, CO 81621 Dear Applicant, 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX: (303) 328-7185 The Environmental Health Division would like to notify you to make a formal request to extend your Individual Sewage Disposal System(ISDS) Permit #1428-94 into the 1995 construction year. The Environmental Health Division discontinued percolation tests on November 15, 1994 and final inspections on December 2, 1994 due to climatic conditions. ISDS permits are active for 120 days after the date of issue if no Building Permit has been issued for the same property. If a Building Permit has been issued for the same property the ISDS will expire at the same time as the building permit. If you still plan to apply for a Building Permit this year or in the early months of 1995 you will need to have a percolation test conducted before your Building Permit will be released. You will have to contact a Registered Professional Engineering(RPE) firm to conduct your percolation test. If you have had your permit issued and have not had your final inspection completed, but plan on constructing the system in the next few weeks, please give our office a call and we will evaluate your permit on a case by case situation. Please give the Environmental Health office a call at 328-8755, if you have any questions regarding your permit extension process. cc: ISDS Permit #1428-94 File 1411 jclq --___.-_____H _. �t.IA j 1i T, Cl S C 0 A S ✓� c� r.C� Community Development Department (970) 328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO December 12, 1995 Dear Applicant, Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 The Environmental Health Division would like to notify you to make a formal request to e�ctend your Individual Sewage Disposal System(ISDS) Permit #/40-yg5into the 1996 construction year. The Environmental Health Division discontinued percolation tests on November 15, 1995 and.final inspections on December 2, 1995 due to climatic conditions. . ISDS permits are active for 120 days after the date of issue if no Building Permit has been issued for the same property. If a Building Permit has been issued for the same property the ISDS will expire at the same time as the building permit. If you still plan to apply for a Building Permit this year or in the early months of 1996 you will need to have a percolation test conducted before your Building Permit will be released. You will have to contact a Registered Professional Engineering(RPE) firm to conduct your percolation test. If you have had your permit issued and have not had your final inspection completed, but plan on constructing the system in the next few weeks, please give our office a call and we will evaluate your permit on a case by case situation. Please give the Environmental Health office a call at 328-8755, if you have any questions regarding your permit extension process. cc: ISDS Permit #iq�&-`i�-File 'Am k 1,� Co���l i e-�fCAa /-'I 7 S D S �� 14' kin L �,oj -- 6ar Sa rr m � �l s 0 G /i c (Z' F'o. bob �l1 51kSAUi co 110- 9-'q- 9SFS2- 1428-94 BO.GNER Marcy J. JQB NAME Lot 12 Filing 3 Oak Ridge III Aspen Mtn JOB NO, 0175 Lynn's Court 9gQ1-999_niA" TION BILL TO DATE STARTED DATE COMPLETED DATE. BILLED lz�h q/M 7q I -h !��Z42r�� JOB COST SUMM Y 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 Printed in U.S.A. .r t PLUG NOTE.• CLEANOUT TO BE LOCATED AT ALL HORZ/VERT CHANGES IN DIRECTION FLOW 1 45 PVC - 4" PVC WYE OR ELBOW CLEAN -OUT DETAIL-, 45 PVC El80W FLOW 4" TEE (REMOVE FOR INSPECTION) 4" PVC 12" I &W. COVER N NOTE. INSTALL INFILTRATOR PER MANUFACTURER'S REQUIREMENTS AND/OR RECOMMENDATIONS. NATIVE BACKFILL 4" NO BOTTOM OF TRENCH 3.0' COUPLING INF/L TRA TOR SHELL NfIL TRA TOR SECT/ON N. T. S. GENERAL NOTES. - DESIGN CALCULATIONS BOGNER I.S.D.S. I. All materials, installation practices, setback EAGLE COUNTY, COLORADO requirements, etc., shall comply with the Eagle County Individual Sewage Disposal System Regulations. 1. DESIGN PERCOLATION RATE (NATIVE) = 17 MINUTES/INCH The absorption trench shall .be constructed so that the BY NELSON ENVIRONMENTAL, 10/3/94 bottom level +/— 0.1 inches. Place trench in_ natural ground; 2. 3 BEDROOM HOUSE DESIGN. no portion of `the trench shall be placed in fill. Provide 2 PERSONS PER BEDROOM positive drainage away from the trench. 75 GALLONS PER PERSON DAY J. 7he location of the trench may be field adjusted to better 3. DETERMINE AVERAGE DAILY FLOW: fit the site, provided a// setbacks are met, and Health Officer and Engineer are notified. Q = (3)(2)(75) = 450 GALLONS PER DAY � 4. Piping to system shall be 4" ASTM 2729 PVC pipe. 4. DESIGN FLOW AT 150% PEAKING FACTOR: 1 5. The area disturbed by construction shall be reseeded with Q = 450 (1.5) = 675 GALLONS PER DAY �x native grasses to prevent erosion. 5. SEPTIC TANK CAPACITY: 6. Use risers as needed to bring septic tank access hatch r\� within 6" of. finished grade. 30 HOURS DETENTION 675 GALLONS PER DAY) = 844 GALLONS �D 24 HOURS PER DAY /ry 7ASTM 3034 PVC pipe or pipe of equal strength or other pipe proper/y supported to prevent failure by settling shall extend USE 1000 GALLON SEPTIC TANK PER CODE MINIMUM from from tank for a distance of at least five feet (5) from the inlet and outlet ends. 6. SIZE ABSORPTION AREA: S. The Contractor and Owner shall take whatever measures A (NATIVE) _ (Q)(SQRT(T)) WHERE: Q= PEAK DESIGN FLOW are necessary to assure that a} the septic tank and 5 A= ABSORPTION AREA y; sewer lines are completely water tight to prevent DSQ.FIT. RCOLATION RATE �� - infiltration of groundwater into the system, and b) the system is installed to prevent freezing of A (NATIVE) = t675)(SQRT(17)) 556.6'� Irj x � gravity sewer lines. 5 `7 9. The County Health Officer and Engineer shall be notified when construction commences and kept abreast of the construction THE ABOVE ABSORPTION AREA REPRESENTS THE AREA NECESSARY progress so that sufficient inspection can be performed to FOR A TRENCH TYPE SYSTEM. assure conformance with these plans. 7. ADJUSTMENTS TO ABSORPTION AREA: v It is the Contractor's responsibility to verify FOR INFILTRATOR TRENCH: DECREASE AREA BY A FACTOR OF 0.50 l y locations of utilities that may affect location of �.� facilities drawn. Verification is to be made with the 8. FOR USE OF TRENCH TYPE SYSTEM: Owner and the affected utility company. J � • �� A 556.62 * 0.5 11. Substitution of materials (i. e. pipe, tanks, etc.) is = = 278.31 SQ. FT. acceptable provided verification and acceptance by the Engineer and the Environmental Health Officer is made. 1 S. F.IX = 92.77 L.F. S STAL 96 L.F. OF INFILTRATOR TRENCH (18 UNITS TOTAL) 12. The location and elevation of the house is schematic. (, FECTI AREA = 288 S.F. It is paramount that verification of sewer line location and elevation be checked with building plans prior to construction. ,/ jpI �'� .i, X �' Wa �13. Site map supplied by Architect. O BY --' 11V1>1 VID UAL S&VA UL DISPOSAL SYSTEM