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Home My WebLink About11620 Frying Pan Rd - 246911301004INDIVIDUAL 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. PERMIT NO. 1385 Please call for final inspection before covering any portion of installed system. OWNER: John Morris PHONE: 417 863-8446 MAILING ADDRESS: 1935 S. Cambell Springfeild City: state: MO Zip: APPLICANT: Jerome Gamba & Associates PHONE: 945-2550 SYSTEM LOCATION: 11620 Frying Pan Rd. TAX PARCEL NUMBER: 2469-113-00-005 LICENSED INSTALLER: Aspen EarthmOVing LICENSE NO: 56-94 DESIGN ENGINEER OF SYSTEM: Gamba and associates INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1000 GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: 219 SQUARE FEET OF SEEPAGE BED SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: Install as Per Engineers Design ENVIRONMENTAL HEALTH APPROVAL DATE: Z CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL RE 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 AR EA: 281.25 SQUAREFEET. Via 9 infiltrator units installed in a bed configu,z INSTALLED SEPTIC TANK: 1000 GALLON DEGREES FEETFROM See engineer site plan and letter t 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 as specified in engineer's letter 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: 9 / 7 / 9 4 ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK # d SENT BY: 3-22-84 3:56AM :C4mmuniiyueveiopmen:- 3038451410:g 5/ 5 Incomplete Applications Will NOT Be Accepted (Site Plan MUST be attached) i ISDS Permit # !� �� Building Permit APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (Basalt) * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COU14TY TREASURER" PROPERTY OWNER: MAILING ADDRESS: J q3's S.msec c_ , S(zL►JG Pt> &I n PHONE/3 APPLICANT/CONTACT PERSON: J&"ME AMR.4 .L' PHONE: 5 -Z55O I �Z � 1 �Cl✓ u/YiL7V i ems - ck S42 ✓eo s LICENSED SYSTEMS CONTRACTOR: `"-'""t Lc�t,�raijF,&PHONE:_�{�" COMPANY/DBA: _�`�" ► x.� bk _ ADDRESS: Z -4 ► I I_ PERMIT APPLICATION IS FOR: V-� NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: LA SE6;r'10AJ //, -. 8 5-) e es W. 6Z�Pm Tax Parcel Number: �� -�--� J��_.� '�`'- 'Lot Size: O.Z Af— Physical Address: ( 14oW FA-`-OA14 lP,&#J goad, -F,aSAGT C-0 BUILDING TYPE: (Check applicable category) Residential/Single Family { } Residential /Multi -Family* ( ) Commercial/Industrial* TYPE OF WATER SUPPLY: (-� rie11 ( } ( ) Public Name (check applicable category) Spring ( ) Surface of Supplier: Number Number Type _ of Bedrooms Z of Bedrooms *These systems re uire design by a Registered Professional Engineer SIGNATURE: Jv��YOG/�s� Date: AMOUNT PAID: J.� RECEIPT #: 12-5 1 DATE: �� CHECK #: `& -GZ CASHIER: COMMUNITY DEVELOPMENT DEPARTMENT (303)328-8730 EAGLE COUNTY, COLORADO September 7, 1994 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX: (303) 328-7185 John Morris 1935 S. Cambell Springfield, MO 65898 RE: Final of ISDS Permit No. 1385-94 Parcel # 2469-113-00-005, Property located at: 11620 Frying Pan Rd., Basalt Dear Mr. Morris, 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. Sincerely, Laura Fawcett Environmental Health Specialist ENCL: Information Brochure Final ISDS Permit enclosures COMMUNITY DEVELOPMENT DEPARTMENT (303)328-8730 DATE: TO: FROM: EAGLE COUNTY; COLORADO August 8, 1994 Aspwn Earthmoving Environmental Health Division 500 BROADWAY P.O. BOX 179 EAGLE. COLORADO 81631 FAX: (303) 328-7185 RE: Issuance of Individual Sewage Disposal System Permit No. 1385-94 tax Parcel # 2469-113-00-005 Property Located at: 11620 Frying Pan Rd Enclosed is your ISDS Permit No. 1385 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 the Environmental Health Division at 328-8755. cc: files JEROME GAMBA & ASSOCIATES, INC. CONSULTING ENGINEERS & LAND SURVEYORS 113 9TH STREET, SUITE 214 P.O. BOX 1458 GLENWOOD SPRINGS, COLORADO 81602-1458 PHONE: (303) 945-2550 FAX: (303) 945-1410 Eagle County Health Department Attn: Ray Merry 501 Eagle Street Eagle, CO 81631 P.O. BOX 4808 PAGOSA SPRINGS, COLORADO 81157 PHONE: (303) 731-5743 FAX: (303) 731.4778 Re: Morris Individual Septic Disposal System Frying Pan River Dear Ray; too This letter is regard to the septic system inspection for the Morris residence on the Frying Pan River. The General Contractor on this project is Jack Wilkie Builder, Inc. and the sub contractor for the installation of the septic system is Aspen Earthmoving. Jerome Gamba & Associates, Inc. performed an inspection of the septic system on August 17, 1994. The septic tank was a one-piece tank and pump chamber supplied by Front Range Precast Concrete out of Boulder, Colorado. The septic tank had all apparatus installed as per construction drawings. The pump installed was a HYDROMATIC OSP33. The pump capacity with 6' of dynamic head is approximately 58 gallons per minute. The sand bed was installed using the sand mixture which incorporated more fine soils than specked on the construction drawings (see attached sieve analysis from Roaring Fork Sand & Gravel). The sand filter bed was somewhat larger than the construction drawnigs due to the difficult of excavation of the talus material. The dimensions of the sand filter bed as measured in the field were 17'+ in width and 231+ in length. All minimum distances were maintained and the location of the septic system was surveyed and staked by Jerome Gamba & Associates. The actual location of the system was consistent with the surveyed location. It is the opinion of Jerome Gamba & Associates, Inc., that the septic system as constructed meets all applicable minimum standards and specifications as set by Eagle County and the manufacturers recommendations and is ;in substantial conformance to the approved plans dated June 24, 1994. If you have any further questions regarding this system please feel free to contact us at our Glenwood Springs office at 945-2550. Sincerely yours; Jerome Gamba & Associates, Inc. Chris Strouse, Design Engineer 93207/insp.ltr cc: JackWilkie :* ASPEN EHRTHMOUING 303927a012 08-12-94 12:12PM 142I #3 ROARAIKG FCRK AGGR9GAT15 n- Kdtorial Analyala Material Date Date Plt Location - -------------- Time w rw�wwwww�warr� � ------------------------------------- '+"itiLRt by ww��arwww'h j: Wt. Gafors drying .......... of Water :4 Wt, after drying ,5` rc aoiatur• www w�.ww�M+rww�w� J • f r• a■■ a a r r IS `■ r •i r a r r a a e•■ aAlan ■ a a a r r r r r r r a rr r r r i s s r r r O a• --+yi,L Size Recsinsa n Recainoc! x Aawsinq Spec&. �wr.rr / i r i i Environmental Protection Operations Development Agency Washington DC 20460 Municipal Environmental Research Laboratory Cincinnati OH 45268 Technology Transfer 6 EPA Design Manual Onsite, Wastewater Treatment and Disposal Systems 7.2.4.6 Considerations for Multi -Home and Commercial Wastewaters Designs of the mound system for larger flows follow the same design principles as for smaller flows. In cluster systems serving more than five homes, however, peak flow estimates can be reduced because of flow attenuation, but contributions from infiltration through the collection system must be included. Peak flow estimates should be based on the to- tal number of people to be served (see Chapter 4). Rates of infiltra- tion vary with the type of collection sewer used (19)(20). With commercial flows, the character of the wastewater is an important consideration. Proper pretreatment is necessary if the character is significantly different than domestic wastewater. Modifications to the design of the mound system may be desirable for larger flows on sloping sites or in slowly permeable soils. In both instances, the absorption area should be broken up into a series of trenches or smaller beds. This is beneficial on sloping sites because the beds can be tiered to reduce the amount of fill required (see Figure 7-14). Depths of fill material below beds should not exceed 4 to 5 ft (1.3 to 1.7 m) because differential settling will cause the bed to set- tle unevenly. If the system is tiered, each trench or bed must be dosed individually. This can be done by automatic valving or alternating pumps or siphons. In sites with slowly .permeable soils, breaking the absorption area into smaller trenches or beds helps distribute the effluent over much wider areas. Spacing of the beds or trenches should be sufficient so that the wastewater contributed from one trench or bed is absorbed by the natural soil before it reaches the lower trench or bed (see Table 7-10). The beds or trenches should be as long as the site allows. A long bed, bro- ken into several shorter systems, each served by a pump or siphon, is preferred over two or more short parallel beds, especially in soils where the effluent moves downslope. Flexibility in operation should also be incorporated into systems serv- ing larger flows, since a failure can create a significant problem. Alternating bed- *systems should be considered. A three -bed system is suggested where each bed contains 50% of the required absorption area (19). Two beds are always in operation, providing 100% of the needed infiltrative surface. The third bed is alternated into service on a yearly schedule. Thus, each field is in service for two years and "rested" for one year to rejuvenate. The third bed also acts as a standby unit in case one bed fails. The idle fields can be put into service immediately while the failed bed is rehabilitated. 256 tolerant, as the upper portion of the mound can become dry during the summer. 7.2.4.5 Operation and Maintenance a. Routine Maintenance A properly designed and constructed mound should operate satisfactorily with virtually no regular maintenance. b. Rehabilitation Three failure conditions may occur within the mound. They are (1) se- vere clogging at the bottom of the absorption area, (2) severe clogging at the fill material and natural soil interface, and (3) plugging of the distribution network. Usually these failures can be easily corrected.. If severe clogging occurs at the bottom of the absorption bed, its cause should first be determined. If it is due to failure to maintain the pretreatment unit, hydrogen peroxide to oxidize the accumulated organics at the infiltrative surface could be used. The chemical can be applied directly to the bed or through the dosing chamber. Because of the dan- ger in handling this strong oxidant, this treatment should be done by professionals. If the clogging is due to overloading or unusual wastewater charac- teristics, efforts should be made to reduce the wastewater volume or strength. It may be necessary to enlarge the -mound. The mound cap should be removed and the aggregate in the absorption bed stripped out. The area downslope of the mound should be plowed and additional fill added to enlarge the mound to the proper size. The absorption bed can then be reconstructed. Severe clogging at the fill and natural soil interface will cause sur- face seepage at the base of the mound. This area should be permitted to dry and the downslope area plowed. Additional fill can then be added. If this does not correct the problem, the site may have to be abandoned. Partial plugging of the distribution piping may be detected by extremely long dosing times. The ends of the distribution laterals should be ex- posed and the pump activated to flush out any solid material. If neces- sary, the pipe can be rodded.. 255 b. Fill Placement Step 1: Place the fill material on the upslope edges of the plowed area. Keep trucks off the plowed area. Minimize traffic on the downslope side. Step 2: Move the fill material into place using a small track type tractor with a blade. Always keep a minimum of 6 in. of mate- rial beneath the tracks of the tractor to minimize compaction of the natural soil. The fill material should be worked in this manner until the height of the fill reaches the elevation of the top of the absorption bed. Step 3: With the blade of the tractor, form the absorption bed. Hand level the bottom of the bed, checking it for the proper eleva- tion. Shape the sides to the desired slope. c. Distribution Network Placement Step 1: Carefully place the coarse aggregate in the bed. Do not create ruts in the bottom of the bed. Level. the aggregate to a minimum depth of 6 in. (15 cm). Step 2: Assemble the distribution network on the aggregate. The mani- fold should be placed so it will drain between doses, either out the laterals or back into the pump chamber. The laterals should be laid level. Step 3: Pl.ace additional aggregate to a depth of at least 2 in. (5 cm) over the crown of the pipe. Step 4: Place a suitable backfill barrier over the aggregate. d. Covering Step 1: Place a finer textured soil material such as clay or silt loam --over the top of the bed to a minimum depth of 6 in. (15 cm). Step 2: Place 6 in. (15 cm) of good quality topsoil over the entire mound surface. Step 3: Plant grass over the entire mound using grasses adapted to the area. Shrubs can be planted around the base and up the si de - slopes. Shrubs should be somewhat moisture tolerant since the downslope perimeter may become moist during early spring and late fall. Plantings on top of the mound should be drought 254 q, r.7 Step 7: Design Effluent Distribution Network. See Section 7.2.8(f). 7.2.4.4 Construction a. Site Preparation Good construction techniques are essential if the mound is to function properly. The following techniques should be considered: Step 1: Rope off the site to prevent damage to the area during other construction activity on the lot. Vehicular traffic over the area should be prohibited to avoid soil compaction. Step 2: Stake out the mound perimeter and bed in the proper orienta- tion. Reference stakes set some distance from the mound peri- meter are also required in case the corner stakes are dis- turbed. Step 3: Cut and remove any excessive vegetation. Trees should be cut at ground surface and the stumps left in place. Step 4: Measure the average ground elevation al.ong the upslope edge of the bed to determine the bottom elevation of the'bed. Step 5: Install the delivery pipe from the dosing chamber to the mound. Lay the pipe below the frost line or slope it uniformly back to the dosing chamber so it may drain after dosing. Back fill and compact the soil around the pipe. Step 6: Plow the area within the mound perimeter. Use a two bottom or larger moldboard plow, plowing 7 to 8 in. (18 to 20 cm) deep parallel to the contour. Single bottom plows should not be us- ed, as the trace wheel runs in every furrow, compacting the soil. Each furrow should be thrown upslope. A chisel plow may be used in place of a moldboard plow. Roughening the surface with backhoe teeth may be satisfactory, especially in wooded sites with stumps. Rototilling is not recommended because of the damage it does to the soil structure. However, rototilling may be used in granular soils, such as sands. Plowing should not be done when the soil is too wet. Smearing and compaction of the soil will occur. If a sample of the soil taken from the plow depth forms a wire when rolled between the palms, the soil is too wet. If it crumbles, plowing may proceed. 253 JOB f 1385-94 2469-911-3005 11620 Frying Pan Road, Basalt JOB NO. - _ JOB FOLDED Printed [n U.S.A