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HomeMy WebLinkAbout5348 Frying Pan Rd - 246701303001EAGLE 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. PERMIT NO. 1392 Please call for final inspection before covering any portion of installed system. OWNER: Meredith & Cornellia Long PHONE: MAILINGADDRESS:5348 Frying Pan Road Clry; Basalt State: CO ZIP: 81621 APPLICANT: Bob Nelson PHONE: 923-3289 SYSTEMLOCATION: Lot #1, Hamby Subdivision TAX PARCEL NUMBER: 2467-013-03-001 LICENSED INSTALLER: Terry Gerbaz LICENSE NO: 22-94 DESIGN ENGINEER OF SYSTEM: Bob Nelson INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 125 0 GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: 750 SQUARE FEET OF SEEPAGE BED SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: Install as per engineer's design and plumb distribution line from dosing chambe to drain the line back to the chamber and not the mound laterals. Showremr line from caretaker unit on the "a built" drawings. 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: 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 RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: ENVIRONMENTAL HEALTH APPROVAL: DATE: ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT 1 AGENT: OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK # Incomplete Applications will NOT Be Accepted (Site Plan MUST be attached) ISDS Permit # -_— Building Permit # ii_ APPLICATZON VoR INDXVZD AL SBWAOB DrBPOSI�L 8Y9T=jPLSXXT ENVIRONMENTAL HEALTH OFFICE EAGLE COUNTYI' P. O. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (Basalt) * PERMIT APPLICATION FEE $150.00 PERCOIAaTION TES ;'.FEE $200.00. * . MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TRFJkSURER°' PROPERTY OWNER: /"l E c�a��� _(o N�LL�fi 1- 01-40 MAILING ADDRESS; G rv�tN�1©r9D s c`7' �HaNEs APPLICANT/CONTACT PERSON: of , ZTn ���IONE: 2� 1 29' T LICENSED SYSTEMS CONTRACTOR. S�PR� C ���B�i �i ,JI HONE: 2 '��3,� COMPANY / DBA : IUT.SMAd z 6M- DRESS : d755-�sEx Zf)AbP- ASP, -Ai, ,— PERMIT APPLICATION IS FOR: { } NEW INSTALLATION ( } ALTERATION REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: °1A141q,31 SJIBIWVIISIDIij Tax Parcel Number: �y % 1 Lest Size: Physical Address: y BUILDING TYPE:. (Check applicable category) ( ) Residential/Single Family (X Residential%Multi--Family* ( ) Commercial./Industrial* TYPE OF WATER SUPPLY: (Check applicable category) Well ( a Spring ( 3 Surface ( } Public Name of Supplier: Number i?f Bedrooms _ Number jiof Bedrooms Type I *These systems require des'g by a Registered Professional Engine r i SIGNATURE: Date: 71Y1,1141 AMOUNT PAID: RECEIPT #: IZ-0 DATE:II CHECK CA SHI-PR : ,� r RECEIIVED* G -1 Y3 4 COMMUNITY DEVELOPMENT DEPARTMENT (303)328-8730 DATE: TO: FROM: RE: 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX: (303) 328-7185 EAGLE COUNTY, COLORADO July 26, 1994 Jerry Gerbaz Environmental Health Division Issuance of Individual Sewage Disposal System Permit No. 1392-94 tax Parcel # 2467-013-03-001 Property Located at: 5348 Frying Pan Road Enclosed is your ISDS Permit No. 1392 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. Please call our office well in advance for the final inspection. 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. 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 Jeff Fedrizzi at 328-8755. cc: files COMMUNITY DEVELOPMENT DEPARTMENT (303)328-8730 EAGLE COUNTY, COLORADO December 2, 1994 Meredith/Cornellia Long 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 #1392-94 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 #1392-94 File .i July 5, 1994 Mr. Gerd Zeller Aspen Snowmass Construction, Inc. 729 W. Hallam Aspen, CO 81611 Subject: Individual Sewage System Design for the Meredith and Cornellia Long Residence on Lot 1, Hamby Subdivision, numbered as 5348 Frying Pan Road Dear Gerd, As requested, Nelson Environmental and Wastewater Solutions, Ltd., has reviewed the site for the design and construction of a replacement septic system for the remodeled residence at the subject site. This letter details our design recommendations. We will furnish this letter and a permit application to the Eagle County Environmental Health Department at our earliest convenience to obtain a permit to construct this new individual sewage system. Proposed Construction and Building Site: The existing remodeled two-story residence is to be a three -bedroom, three bathroom house. There is a one bedroom one bath unit in the wood frame garage. The property is served by an individual well and is approximately 4.18 acres in size. The lot presents a significant limitation to the construction of an on -site sewage disposal system because of a high water table, at approximately one and one half feet below the surface of the ground. The natural ground surface in t e proposed area of the absorption field, slopes gently to the Southwest at less than a 5% grade. There are no natural drainages or active irrigation ditches apparent in the area. The existing residential septic system consists of an inoperative metal "Cavittete" aeration plant and an undetermined absorption field. It is to be replaced. Recommended On -site Wastewater Disposal Design: Following the Eagle County Regulations, the suggested design incorporates the alternatives listed. Design assumptions: 1) Total average daily flow fordesgn = 600 gallons P.O. Box 6961 Snowmass Village, CO.81615 Office (303) 923.3289 Home (303) 923.2766 Long Residence Lot I Hamby Subdivisio, n 5348 Frying Pan Road Individual Sewage System Design June 18, 1994 Page 2 2) Infiltration rate in the sandy loam soils at a depth of two feet is to be 1.2 gallons per square foot per day, but is not significant because the mound elevation and dimensions to separate the aravef bed from a �teble by four feet will provide a basal area below the mound of 3774 square feet and a loading rate of only. 16 gallons per square foot per day. 3) A sand mound system will be used to obtain the four foot separation from the high water table to the bottom of the gravel in the disposal area. 4) A pump and dosing chamber are to be used to distribute and equalize flow to the black water mound absorption area gravel bed. We have attached details and sketches of the proposed system so that you may follow the construction and how the planned septic system will fit on the property. We are also attaching the mound construction guidelines for your reference at the request of the Eagle County Environmental Health Department. If you have questions or if we may be of further assistance, please call the office. Sincerely, Robert F. Nelson President Attachments cc: Eagle County Environmental Health Stutsman Gerbaz Excavating Laver Of-FMW'F2bf1r- Sandy Loom Sail 44 , jii� j . Pipe 3/40 Clean Rack Send Fill Reviewed By: 1 A" Perforated =tLaterals I% — owersion for %' 'Surfece Water i V* 6A Layer LONG RESIDENCE On -site Sewage System 5348 Frying Pan Rd. Lot 1, Hamby Sub. Eagle County, CO NEWS, Ltd. P.O. Box 6961 Snowmass Village, CO 81615 (303)923-3289 Nelson Environmental & Wastewater Solutions, .Ltd E W general Design Notes Sand Mound On -site Wastewater System Meredith and Cornellia Long_Residence Lot 1, Hamby Subdivision 5'48 Frying Pan Road Residence is a 3 Br, 3 Bath Main House with a detached 1Br, 1 Bath Caretaker Unit High Water Table is at 18 inches below the surface of the ground. General Notes: 1) All sewer and distribution lines in the system, including the manifold from the pump to the elevated sand mound are to be Schedule 40 PVC 2) Sand imported to construct the mound will meet the following characteristics for particle size specifications: <20% greater than 2.0 mm >25% 0.25 mm to 2.0 mm <35% 0.05 mm to 0.25 mm <10% 0.002 mm to 0.05 mm Effective diameter - D10 = 0.15 - 0.30 mm Maximum Coefficient of Uniformity -D60/D 10 = 6 3) Tanks are to be water tight and anchored 4) The sewage effluent pump is to be a 1/2 HP Hydromatic pump, or equivalent, capable of delivering a flow of 77 gallons per minute against a head of 13 feet. 5) The mound perimeter should be staked and all vegetation cut and removed. The topsoil should be cut and removed for six inches below the basal area of the mound and plowed. This area should be level. 6) The three inch (3 ") delivery pipe and one and one quarter iiro;aLl_ i manifold�_'� the dosing chamber should slope unifo nft back to the dosing chamber so it may drain after dosing. Back fill and compact soil around delivery pipe is require . P.O. Box 6961 Snowmass Village, CO.81615 Office (303) 923.3289 Home (303) 923.2766 Long Residence General Design Notes July 5, 1994 Page 2 7) Mercury control floats and a quality alarm system with a mercury float should be used to turn the pump on and off and trigger an audible alarm in the house. 8) The aggregate in the gravel bed should be covered with geotextile synthetic fabric. 9) The dose volume, set by the spacing of the mercury float switches in the dosing chamber, is to be ten times the lateral volume, i. e. ± 130 gallons. Reviewed by: X cu CD m i � J /- i EXIST. Utll. JT[Ljn APP}. FENCE JOE LCCAF-N t � �" 74.28' --- g3'10't6' W J \ � '- o � AND �T�fNq,!Brgl„ry�- 3ARACE WOOD FRAME -- 67.4" APP?: rENCE W4E �LOCATN — x---x \ L 0 T ------------ FOUND RERAR W/ALU.U. CAP P.L.S. #10732 ------------ V(r CJt1JJ� VJ•TJ JV_JGJLlVV L41J i'it�f_�JVIY� 114�YY�JfI-I1l IFSI.iL- VJ 140D I ReV PC$ h 'k I � - t,4 4 3,A aua A vewwme- -PA i i. y Fi-o w 1w 150 6001 -%1 DE Spent R-0W = t sa% Or VCRAG,97 A14Y 100 bs F, &0 (p, M r, o j S / a A J 5) S. ex �o" = 745- Sq Pr. C,44WL SED Ap"EA =' 3's.-S&f A lzo/ 4 6,7z) BASAL LOAIDtNC �- _ ` �/ , I N� LJO. Li I ZO 30Vd Qll'SM3N 'NOS-13N We 99ZZEZGCOC Et:Ge t661/9Z/LG Sand Mound On —site Sewage System 4 NORTH SCALE: 1''=30' CARETAKER UNIT 2—STORY WOOD FRAME HOUSES � 1250 GALLON CONCRETE SEPTIC TANK GRAVEL BED SAND MOUND (To be Field Locat as Necessary) 1000 GALLON CONCRETE PUMPING CHAMBER _`17,, 6 �1) Reviewe _ rs' 26078 LONG RESIDENCE On -site Sewage System 5348 Frying Pan Rd. Lot 1, Hamby Sub. Eagle County, CO NEWS, Ltd. P.O. Box 6961 Snowm.ass Village, CO 81615 (303)923-3289 GENERAL DETAILS Sand Mound System Components Inspection Port 9...I Area of Mound (R­­ 6" of ..4 and 1-1) 2 Hydrornatic Pump Pump P.d.t.1 1250 Gallon Concrete 1000 Gallon Concrete Septic Tank Pumping Chamber I Gravel Bed (7 x 72') 4& won Reviewed By:., Schedule 40 PVC 3'' Discharge Line LONG RESIDENCE On -site Sewage System 5348 Frying Pan Rd. Lot 1, Hamby Sub. Eagle County, CO NEWS, Ltd. P.O. Box 6961 Snowmass Village, CO 81615 (303)923-3289 GENERAL SAND MOUND DETAIL Cross —Section 4'' INSPECTION PORT 1 1/4'' DISTRIBUTION FILTER FABRIC Selected Masonry Sand (as specified) T 6 M Permeable Soil Water Table Scale- 1'' = 5' 7 FT I U'Aa_t UZLD Pj_'LC ? 4'' To 6'' Topsoi ------------- - ---------------- bog ---------- '6"[r6 b It 4­6 4D _�o \ ABSORPTION BED Lk) Ila P, Reviewed By: - 40 PVC��78 Chamber Av- LONG RESIDENCE On -site Sewage System 5348 Frying Pan Rd. Lot 1, Hamby Sub. Eagle County, CO NEWS, Ltd. P.O. Box 6961 Snowmass Village, CO 81615 �j (303)923-3289 I" - 151 INSPECTION PORTS A GRAVEL BED SAND MOUN FROM PUMPING CHAMBER 3'' SCHEDULE 40 PVC 1 1/4 '' SCHEDULE PVC (CAPPED AT END) PLACED 2 1 /2 FT. 0. C 37 FT Revi z I LONG RESIDENCE On --site Sewage System 5348 Frying Pan Rd. Lot 1, Hamby Sub. Eagle County, CO NEWS, Ltd. P.O. Box 6961 Snowmass Village, CO 81615 (303)923-3289 210 .0 r. • V u a -0 N �o • u �+ .u4 ya .. a4 w �aG N A "oNa•° 0xvu 'o u'dO +, 40 • � w0 V.i 0 k0a w4 C Aj &4 ri a V to 0 44 • w ,.ice a aua .0C La a O V 4i C� •.+ u "4 o A A4 CL + • A aAuw a .i 90 a Ali-.4C O N o .& u aC s ba w 4r N N Y O O a M a A& • .0 > A4 ? a O Al q .0 ►a. & N .0A0 00 •.0 C: A w #4 a • >% N• A4 • ._. 4 0A N 9: p 044 O &. 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G A a• y4 4 o v 10 •r4 10 • � N • i • 'O %+�.o�bi.w4�i 4�64+�wa 4•nu �&�.4W aa� �� � 0�4� m'��.oab&'vi 0:+l�s 4/1 h 40 04 r4 rr4 1392-94 Parcel# 2467-013-03-001 JOB NAME 5348 Frying Pan Road Meredith Long JOB NO. JOH LOCATION - -- BILL TO — DATE STARTED DATE COMPLETED DATE BILLED t e �� fj OVIL ss L 1 G� - t �a�tlr %,f0 ✓l t3 i r ! K r 4, i x�e a yr" - - JOB COST SUMMARY '` •� '' TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR I 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, MASS. 01471 JOB FOLDER Printed in U.SA ON�A;�,o _ is 5 vv q o o . -7So hz , 61-a ol �C/�