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Home My WebLink About220 Mountain View Rd - 239122401005 - 1016-90ISINDIVIDUAL 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. 1016 / Please call for final inspection before covering any portion of installed system. OWNER: V PHONE: MAILING ADDRESS: ^+hr,r ilr phi - ](]a mo Mrnmt-nin View Rd-, Carbondale, C0 81623 AGENT: Jack Miller & Assoc., 601 E. Bleeper, Aspen, CO 81612 PHONE: SYSTEM LOCATION: Lot 6, Oak Ridge I- Aspen View Sub LICENSED INSTALLER: LICENSE NO. DESIGN ENGINEER OF SYSTEM - INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING: 1000 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT. DISPERSAL AREA REQUIREMENTS: c6 Q � Sett S(aM /e SQUARE FEET OF SEEPAGE BED SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: required engineer designed System by plat note. Place inspection portals in leach field ENVIRONMENTAL HEALTH OFFICER: DATE: rz _zl i CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED /N 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 1/1, 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:®�SQUARE FEET. VIA o$seut INSTALLED SEPTIC TANK: /00 GALLONS DEGREES - FEET SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR: Y PROPER MATERIALS AND 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 RE -INSPECTION WHEN ORK IS COMPLETED. COMMENTS: 1+�C++� 117 J (lL(' .S�/may/L�'/�lf rSr. d i�Ss?Ktl� sr , ENVIRONMENTAL HEALTH OFFICER: DATE: !6 ENVIRONMENTAL HEALTH OFFICER: DATE: (RE -INSPECTION IF 70 ESSARY) RETAIN WITH RECEIPT RECORDS PERMIT APPLICANT/AGENT: OWNER: AMOUNT PAID: RECEIPT N: CHECK #: CASHIER: APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT Pr+ �135 :`f 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 $150.00 PERCOLATION TEST FEE $125.00 NAME OF OWNER: MAILING ADDRESS: d2djko /Y '/' l"oi PHONE: NAME OF APPLICANT (If different from owner): ADDRESS: 6,-7l L� B[ PHONE: 3°3 ZZ�� ?U DESIGN ENGINEER OF SYSTEM (If applicable): �G%�fj�/y'd /V cle# ADDRESS: PHONE: _ 1 bo 4-- PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: //ham --3 463-I3 I LICENSED INSTALLER• ( )YES ( ) NO ADDRESS: PHONE: PERMIT APPLICATION IS FOR: NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Physical Address • Gd 2 -- AW Zqwp— f - � Parcel Number: e23f?- Q - 00S Lot Size: 2 Legal Description:4.11 BUILDING OR SERVICE TYPE ( ) Residential ( ) Residential ( ) Residential NUMBER OF PERSONS: (Check applicable category): - Single Family ( ) Residential - Duplex ( ) Commercial - Fourplex (Type) - Triplex NUMBER OF BEDROOMS: 1-9 WASTE TYPES Check applicable categories): Commercial or Institutional Dwelling ( ) Non -Domestic Wastes ( ) Transient Use ( ) Garbage Disposal Dishwasher ( ) Automatic Washer (,P4) Spa Tub ( } Other (Specify): A444W TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: 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 ( ) NO IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: ( ) YES ( ) NO WATER CONSERVATION PLAN: ( ) YES ( ) 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: ( ) Well ( ) Spring ( ) Creek/Stream Give depth of all wells within 200 feet of system: If uppli d by community water, give name of supplier: SIGNATURE: DATE: ~c( G INFORMATIONgELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER: GROUND CONDITIONS: Percent ground slope ie%a Depth to Bedrock (Per 8F profile hole Depth to Groundwater table , g SOIL PERCOLATION TEST RESULTS: 2 0 Minutes per inch in Hole #1 35- Minutes per inch in Hole #2 Minutes per inch in Hole #3 Absorption Trench, Bed or Pit ( ) Evapotranspiration Above Ground Dispersal (,V) Sand Filter ( ) Under Ground Dispersal ( ) Wastewater Pond { ) Other . AMOUNT PAID: O RECEIPT NUMBER rHFrK NIIMRFR NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION. MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER". (Environmental Health Dept. - Rev. 4/ 8) DATE: COMMUNITY DEVELOPMENT DEPARTMENT (303) 328.8730 EAGLE COUNTY, COLORADO Date: September 12, 1990 725 CHAMBERS AVE. P.O. BOX 179 EAGLE, COLORADO 81631 FAX (303) 328-7207 RE: Issuance of Individual Sewage Disposal System Permit No. 1016 Enclosed is your ISDS Permit No. 1016 This copy of the permit must be posted on the installation site. You must call our office for final inspection before covering any portion of the installed system. If you have and questions, please feel free to contact us at the following numbers for your calling area: Vail/Avon 949-5257; Basalt/El Jebel 927-3823; Eagle area 328-8730. Sincerely, #A0C Roger Hosea Asst. Environmental Health officer Community Development cc: ISDS file RH/alm. ROUTE FORM ff t EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICE -9 Name Date Routed S / ),u Application No. (Location) Please review the attached Individual Sewage Disposal System Permit Application and return it with this completed form the the Environmental Health Office. PLANNING: Complies with - YES NO REVIEWED BY DATE Subdivision Regulations: Zoning Regulations: Recommend Approval: COMMENTS: BUILDING: Complies with - Building Permit Applied For: Building Permit Issued: Recommend Approval: COMMENTS: ENGINEER: Complies with - Roads: Grading: Drainage: Recommend Approval: COMMENTS: YES NO REVIEWED BY DATE YES NO REVIEWED BY DATE ENVIRONMENTAL HEALTH: Complies with - YES Floodplain Permit Necessary: I.S.D.S. Regs. Compliance: Recommend Approval: COMMENTS: NO REVIEWED BY 0 DATE (970) 945-1004 FAX (970) 945-5948 May 15, 1996 ENGINEERS SG SURVEYORS M SCHMUESER GORDON MEYER Ray Merry Eagle County Environmental Health Department P.O. Box 850 Eagle, CO 81631 RE: The Belk Individual Sewage Disposal System Lot 6, Oakridge 1, Aspen View Estates, Eagle County, Colorado Dear Ray, 118 West 6th, Suite 200 Glenwood Springs, CO 81601 Per your request, we are providing this follow up letter to our May 3 correspondence to yourself regarding the above mentioned individual sewage disposal system. We have also attached a copy of an improvement survey which shows the location of the septic system and leach field for the Belk Residence as built. In my review of this improvement survey and the information provided by Mr. Belk, it appears that all setbacks for the septic system have been maintained. Upon review of this letter, if you have any questions or comments, please don't hesitate to call. C I JSS:bh/96061A.01 Community Development Department (970)328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO May 16, 1996 Gary Belk 0220 Mountain View Rd. Carbondale, CO 81623 RE: Final of ISDS Permit No. 1016-90, Parcel #2391-224-01-005. Property location: Lot 6, Oak Ridge I- Aspen View Subdivision. Dear Mr. Belk, Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 This letter is to inform you that the above referenced ISDS Permit has been evaluated by a Registered Professional Engineer to obtain final approval. Your building permit submitted for the garage raised the issue of this system having not yet received final approval. Our intent was to assure the garage would not impact the septic system and to gain information regarding the adequacy of your installed system. Please be advised that we have received information from SGM Engineering which evaluates the system's adequacy. We will accept this documentation for you to receive final approval of your system. In the event of future problems with this system, you would be required to repair the system at your expense. 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. These would need to be designed by a Registered Professional Engineer. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at 328-8755. n*-------1.__ ENCL:Information Brochure Final ISDS Permit cc: ISDS File #1016-90 INDIVIDUAL SEWAGE DISPOSAL CALCULATIONS FOR BELK, LOT 6. OAKRIDGE 1. ASPEN MOUNTAIN VIEW, EAGLE COUNTY CO 1. DETERMINE FLOWS: 3 BEDROOM IN PROPOSED RESIDENCE 2 PERSONS/BEDROOM/DAY 75 GALLONS PER PERSON PER DAY TOTAL AVERAGE DAILY FLOW = (3)(2)(75)= 450 GPD 2. PERCOLATION RATE FOR DESIGN 20.0 MINUTES PER INCH. 3. REQUIRED SEPTIC CAPACITY: FOR A 3 BEDROOM HOME= 1000 GALLONS 4. DETERMINE FIELD AREA: FOR ABSORPTION: A= ((Q)SQRT(T))/5 A= ((450)SQRT(20.0))/5 A= 403 SQUARE FEET WHERE: A=FIELD AREA Q=FLOW RATE T=PERCOLATION RATE 5. PEAK FLOW AT 150% PER COLORADO DEPARTMENT OF HEALTH REGULATIONS AND ADJUST FIELD SIZE ACCORDINGLY. A=1.5x403 C 05.0 SQUARE FEET 6. AREAL ADJUSTMEN D SIZE FOR USE OF INFILTRATOR. DECREASE AREA BY A FACTOR OF 0°/ �v k� A=605.04.5 =M SQUARE FEET I �' • /#)- f r� 6A*AL J TMEN',TO�D SIZE'F.,OR ER AI D DISP SEAL (FA TOR BY 1. AND 1.) \ A=�03x1. 1.2=9 URFtE FEET', 8. DETERMINE AREA OF EACH INFILTRATOR TRENCH. (AS BUILT- 4 TRENCHES) A=509/4= 127.3 SQUARE FEET/TRENCH 9. DETERMINE NUMBER OF INFILTRATOR UNITS PER TRENCH. (USING STANDARDINFILTRATOR CHAMBER WITH 18.75 SQUARE FEET PER UNIT) NO. OF UNITS= 127.3/18.75 = 6.8 UNITS/TRENCH (USE 7 UNITS/TRENCH) 10. TOTAL UNITS IN INDIVIDUAL SEWAGE DISPOSAL SYSTEM: l� (A 541 7x4= 28 INFILTRATOR UNITS (STANDARD INFILTRAT^\ CHAMBERS) 1. NUMBER OF O[DKOOMS=J NUMBER OF PE!RHNS/B0RN&2 75 GALLONS PER PERSON PER DAY 2. FOR A 3 BEDROOM HOUS[, PKOV0[ 'NN GALLON SEPTIC TANK. (CONCRETE OR FIBERGLASS) 3. DEPTH OF BEDROCK > 8' (PER EAGLE COUNTY) DEPTH OF GROUND WATER — NNE FORD (PER EAGLE COUNTY) DESIGN PERCOLATION RATE= 20 MPl (PER EAGLE COUNTY) LOADING RATE = 0.72 GALLONS/SF/DAY ' 4, USING ADS S8-2 LEACHFlELD SYSTEM No D0. SYSTEM DESIGNED A8UUND 3 FT. WIDE STANDARD TRENCH TYPE SYSTEM, A= 1.5(104)/L.R.—(V.0 5 5(0) A= !.5(450)N.72—(0.055(450))= 912.75 S.F. LENGTH= 76.06 FT. PER RUN 0FPRE (FOUR RUNS OF PIPE ARE REQUIRED) / TOTAL LENGTH OF PIK= 30L24 FT, 9 5. CONSTRUCT B42SYSTEM SUCH TOT TE RUNS OF PRE HE LOBED lN SERIES. [ September 28, 1990 Mr. Roger Hosea Eagle County Environmental Health Department P.O. Box 179. Eagle, CO 81631 RE: Bruzzio ISDS Dear Roger: 1UU1 Urand Avenue, Suite 2-E Glenwood Springs, Colorado 81601 (303) 945-1004 (303) 925-6501 Fax (303) 945-5948 RE NED 0 C1 0 1 1990 EAGLE COUNTY COMMUNITY DEVELOPMENT This letter will serve as a report to discuss the proposed revised design for the Bruzzio ISDS. As you recall, the original design incorporated the use of either one of two alternatives, both of which were located on the west side of the proposed house. Since equipment has arrived on site, the resources have been made available to research other areas on the site to locate the septic system. With this in mind, it was found that no bed rock existed within the depths to preclude the use of a SB-2 leach field system. We have designed this SB-2 leach field system around the parameters that we no longer have any conflict with bedrock, no groundwater exists and there is a 20 minute per inch (mpi) percolation rate. We have attached details which would be applicable for installation of this system as it applies to this site. Also, we have attached a sheet which identifies the design calculations for the SB-2 leach field system for this site. In the details (or sketches) attached, you will find a revised photocopy by hand lettering which identi- fies the proposed new location of the septic field for the Bruzzio .residence. Following that, are the typical SB-2 installation guidelines authored by Advanced Drainage Systems (ADS). The sketches behind the installation guidelines are compiled by ADS. The sketches are typical details which ADS used for installation of the SB-2 system. You will note that we have included the clean -out port as a detail. We are suggesting that the clean -out port (or inspection port) be installed at each end of every run of pipe. Also, we have attached the connecting lateral serial distribution detail to be used with this project. Initially, we are proposing to install four trenches, each at a length of 76.60 feet. Each pipe would be connected together via means of the connecting lateral serial distribution detail. The effluent line from the septic tank will be run into the uppermost run of pipe. We are recommending with this system that the runs of pipe be separated by a horizontal distance of 10 feet, or more. In September 28, 1990 Mr. Roger Hosea Page two addition, we suggest that the invert out of the septic tank be located at a higher elevation than the connecting lateral from the upper run of pipe to the next run of pipe down. After reviewing the enclosed information, if you have any questions or comments, please do not hesitate to call. Sincerely, SCHMUESER GORDON MEYER, INC. i _ hfereyo S. Simonson, P.E. JSS:lec/90103 Enclosure Application # 336�f PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT. JgM 0 NER : Ata,,L a y LEGAL DESCRIPTION: 6d�- 6 M1 '71 1/, rrr S MAILING ADDRESS: S d6 f 040 t 6lh TYPE OF DWELLING: NUMBER OF BEDROOMS Ic TEST HOLES PRE-SOAKED: YES_ NO TIME wamrp nrpTT4 L771T T Tf7Tmn 1 2 3 1 -- - 2 - - -- 3 1 - 2 3 1 2 .vi.0 r nvc 13J i:, 0' *6 -4� 30 :31 Z 12-iz Z6 i 3 %4 l�k 3/c �O zD �•� 2' fT�cc .qO '(-rr3/y 3 3iy :_ jy zb zo 14, SD Z 7 'iy 12-0 l 161 zo Z� , 00 'Ot d Z Sly Z 7 zL -- Z 8' o b : 0 6 : 0 7 Z 7 3/y Time to drop last inch Z6-, s PERC RATE: Z,S MINIMUM SEPTIC TANK SIZE: [UO� MINIMUM LEACH FIELD SIZE : COMMENTS: ��lC �hraee✓' ek- ed- SP�t.i�cwi m r�� Yl ii`�Pi e n � ,`,1 L,ea! �_e-e-Cef, PERC TEST � DONE BY: &�� i/ /41- DATE: Environmental -Health officer rev. 6/90ks h 5 (970) 945-1004 FAX (970) 945-5948 May 3, 1996 ENGINEERS SURVEYORS SG M SCHMUESER GORDON MEYER Mr. Ray Merry Eagle County Planning and Engineering Department PO Box 850 Eagle CO 81631 RE: Belk Individual Sewage Disposal System, Lot 6, Oakridge 1, Aspen View Estates, Eagle County, CO Dear Ray: 118 West 6th, Suite 200 Glenwood Springs, CO 81601 This letter's intent is to provide you information regarding the final size and type of septic system installed for the previously known "Bruzzio Residence" septic system located at the above -mentioned address. In 1990, Schmueser Gordon Meyer worked with Jack Miller Associates and Pine Crest Construction regarding the construction of the system. Schmueser Gordon Meyer provided a design of the system of which two alternatives were proposed. Neither of these alternatives, as proposed, were constructed. In fact, the location of the leach field was reevaluated by the contractor during the time of construction and was redesigned by someone other than Schmueser Gordon Meyer. Therefore, no request of inspections of Schmueser Gordon Meyer were made by the contractor. As of recent, Gary and Phyllis Belk have purchased this residence and have attempted to work through the building permit process to construct an out building for this residence. Through this process, it was determined that a temporary certificate of occupancy was still in effect for this residence and that no official C.O. had been issued. The reason for the non -issuance of the certificate of occupancy was that there had been no final inspection of the septic system nor certification that the system was installed per plans and specifications. Therefore, this letter will address this issue not as exactly stated in the previous sentence, but to define the as -built conditions and apply these as -built conditions to information known to exist at the time of the construction of the facility and to those conditions that exist today. You will note that we have attached a set of calculations entitled "Individual Sewage Disposal Calculations for Belk, Lot 6, Oakridge 1, Aspen Mountain View, Eagle County, CO." On this set of calculations, you will find the theoretical requirement of the septic system were it to be designed as an infiltrator type system. What was found in the field as an as -built condition was four rows of infiltrator chamber -less leach field systems with an approximate length of 40 feet. Based on these as -built conditions, it appears that in comparison with the sewage disposal calculations (attached), the system is adequately designed for the three -bedroom residence. The 40-foot length of the leach field (or infiltrator runs) agrees favorably with the theoretically calculated 42 feet. This also agrees with the basis that each run would have seven infiltrator units in its construction. Each infiltrator unit is six -feet long, thus the May 3,1996 Mr. Ray Merry Page 2 theoretical length of the system would be 42 feet. Finally, it was determined that the septic tank for the system is that of a 1,000 gallon volume. This volume is adequate for a three - bedroom residence. Please note that the attached calculations are based upon Colorado Department of Health methodology. Upon your review of the enclosed information in this letter, if you have any questions or comments, please don't hesitate to call. Sincerely, ERG R N MEYER, INC. y�l a.�� ®o REs,�;�/ aOJC0000 • �,�.�/// �i C4NY ja o AR •ment `hirilu�AENtiNae` cc: Gary Belk JS:st/96061 A.1 SCHMUESER GORDON MEYER, INC. 1V1U-7V 1XrLl; 11r L.J71—GL4—Ul—UVJ Lot 6, Oak Ridge I JOB NAME . Aspen View Subdivision JOB NO. JOB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED 61` " n d ' � u G. O fJY ! L 7 k ` L 111 �j^ 1'4J' 3 r no t';Vt 0-1—/ / 1 " f i (�lR C -Gl.' �. L' � G/r L� -'t ! l f-crV F? r �• � JOB COST SUMMARY TOTAL SELLING PRICE ii TOTAL MATERIAL TOTAL LABOR G' PV� GS INSURANCE f�G/U e GvJ, 6e iK vu,, SALES TAX MISC. COSTS 0-0 S 6 /'1 30 41 90 % b S TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 (Q@ NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 .SOB FOLDER Printed in U.S.A. 0 aril {^nin (; Cl .i'Sr2e-n�h Vd'ewG _ _ r _� _ - _ - _ _ - - - -_ _ . - -_ --_ -- - - - - - = - - - - - - - - - - _- -- - - - --- _ - -- - _ -- -_- - --- - - - -- _ -_ - .� s _ _ _ - 3 •- - -- ___ , _ _ _ __ _, -� - - - - __ - - _- �- -.... �. _ _ ... �_ - z. _ ___ ," - .:- j_ _ _ _ _ _ _ _ _ _ _ __ _. r _ _ _ _ y 'I _ - - - _ - _ _ _ __ _ _ _ _ _ _ _ _ _ - _ _ _ - _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ - - - _ -. - - - _- _ _ _ - _ _ _ _ _ - _ _ _ _ _ _ - _ - _ __ � _ _ - _ __ - _ - _ -.- .. .. _ _ _ - __ _ _ _ _- .. _ _ _ _ _ _ _ _� �-.- .-_-___._- _ 2 -... 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