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HomeMy WebLinkAbout624 Big Dipper Rd - 194134101010INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O.. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 r YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1 5 O 0 Please call for final inspection before covering any portion of installed system. ow,ER: Russell Gies PHONE: (970) 328-6372 MIAILING ADDRESS: P • 0 • Box 664 Oily, Eagle Stawco Zip: 81631 APPLICANT: Russell Gies PHONE: (970) 328-6372 SYS'6EMLOCATION: 624 Big Dipper Rd. (Bellyache) TAX PARCEL NUMBER: 1941-341-01-010 LICENSED INSTALLER: Double M Excavating, Larry Morgan LICENSE NO: 55-95 ' StGI4ENGINEEROFSYSTEM: Alpine Engineering, Linn Schorr /Summit Sewers, Inc. IWTALLATION HEREBY GRANTED FOR THE FOLLOWING: O GALLON TANK White Water Aerobic Treatment, plus 500 gallon dosing tank (y0 J ABSORPTION AREA REQUIREMENTS: , absorption area via drip irrigation. 835 SQUARE FEET OF SEEPAE E BE9------ 3eb*RE­FEE eF�RENeH�- J CIALREQUIREMENTS: Install as per engineer's design dated 12/14/95. 1. Field verify 4' separation to bedrock, 2.Representative o ummitSewers, Inc. must e presenturing ins a" -a ion, 3_ 411bmit mainenance agreement to Eagle County Environmental Health upon completion of stem. As -built drawing and com letel e intenance agr en pessary to recei final approval. SWIRONMENTAL HEALTH APPROVAL: s i L�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. FWAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NIO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PUBOR TO COVERING ANY PORTION OF THE SYSTEM. t:NSTALLEDABSORPTION ORDISPERSAL AREA: 835 SQUAREFEET. via drip irrigation IMTALLEDSEPTICTANK: 980/ 500 GALLON 420 DEGREES 16 FEET FROM rornPr c)f 1-ha hnnGP i SSrM TANK ACCESS TO WITHIN S* OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY X 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. COMENTS: Engineer certification received 7-30-96, maintenance agreement received 7-30-96, recorded with County Clerk and Recorder on 8-7-96- ENVIRONMENTAL HEALTH APPROVAL: DATE: ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APP K 598148 B-702 p-161 08/07/96 12:4 P PG 1 OY l Sara J . Fisher Eagle County Clerk & Recorder E EG DOCf N 0.00 ,"Site Plan MUST be attached) rr�i ISDS Permit # APPLICATION ZOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (El Jebel) ************************************************************************** * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * * * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" ************************************************************************** PROPERTY OWNER: MAILING ADDRESS: V6SELL 6/6S &4 C-4 ALA e'o PHONE: (9,;�.q) 52$- & 37z C, -too l APPLICANT/CONTACT PERSON: S17,WF- AS HBOVE PHONE: MAILING ADDRESS: LICENSED ISDS CONTRACTOR: -AR-Al MOR&Af✓ PHONE: 070 COMPANY/DBA: 1�0� M CW.5;rPVer10A1 ADDRESS: 0�21j /0S7' L$n/E GYPS✓m GD PERMIT APPLICATIONf IS FOR: CX) New Installation ( ) Alteration ( ) Repair LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Building Permit # (if known) Legal Description: Subdivision: APD6,,Filing: ZBlock: Lot No. 32 Tax Parcel Number: - / --:3 _/ _r Lot S i z e :. 9• u ¢ /4 Street Address : (a 2 -,/ '516, R D *************************************************************************** BUILDING TYPE: (Check applicable category) IV N Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* TYPE OF WATER SUPPLY: ( ) Well ( ) Public Name (Check applicable category) Spring ( ) Surface of Supplier: Number Number Type _ of Bedrooms of Bedrooms *These syste, s/requi e esi n by a Registered Professional Engi eer SIGNATURE: ll Date: 5 l g TO BE COMPLETED OY THE COUNTY �, AMOUNT PAID: (5Z7�U73 RECEIPT #: ©�� DATE: CHECK #: 417/ (� CASHIER: Community Development Department (970)328-8730 Fax: ('970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO Date: 12/22/95 TO: Long's Excavating FROM: Environmental Health Division Eagle Countv Building P.O. Box 1 1 9 500 Broadway Eagle, Colorado 8 163 1 -0 1 79 RE: Issuance of Individual Sewage Disposal System Permit No. 1500-95 Tax Parcel #1941-341-01-010 Property Location: 624 Big Dipper Rd., Bellyache Ridge. Geis residence. Enclosed is your ISDS Permit No. 1500-95. 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 Summit Sewers, Inc., Keith Gilbert Alpine Engineering, Linn Schorr Community Development Department (970)328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO August 9, 1996 Russell Gies P.O. Box 664 Eagle, CO 81631 RE: Final of ISDS Permit No. 1500-95 Parcel #1941-341-01-010. Property location: 624 Big Dipper Rd., Bellyache Ridge, Wolcott, CO. Dear Mr. Gies: 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 inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. 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, r Janet Kohl Environmental Health Department Eagle County Community Development ENCL:Information Brochure Final ISDS Permit cc: files 07/30/199G 21:16 71939SG527 GIL13EPTS SUMMIT SEWER SYSTEMS, INC. KEITH AND JENNY GILBERT Telephone 7194395-6537 3305 Q0VNTY RD 361 FOX 719-395-6537 BUENA VISTA, CO $7211 2EALTH DX"' ATrN: NM RAY I�MRRY P.O. BOX 179 500 BROADWAY EAGLE, CO 8 1631 REF: SEWER SYSTEM FOR LOT 932 BELLEYACHRIDGE EAULE COUNTY, CO STNCERELY, QMBERT SL%DMT SEWER SYSMM,q,.ThJ&. t PACE 03 07/30/96 21:13 TX/RX NO.2247 P.003 m 07/30/1996 21:16 7193956537 GILDEPT3 SUMMIT SEWER SYSTEMS, INC. 01TH AND JENNY OfLBERT ToJophorhe 71.9-395-&53 &'M5 COUNTY RD 367 Fax 73 9-395-6537 BUENA VISTA, CO 81211 =7 P-0, BOX 179 500 13ROADWAY EAGLE, -Co 81631 REF: SERVICE CONTRACT FOR LOT #32, BELLYEACHE RIDGE EAGLE COUNTY, CO-- # - CLEANING OF COMPRESSOR AIR FILTER - CYCLING TRVIER M[ECHANTSM - INSPECTING DFJPFIELD - FLUSRNQ DRIPFIELD (Bf-ANNUALLY) If IT !�L BE ML; RE2V-'UNSIBILITY OF TBE HOMEOWNER. (IE, ELECTRICAL EXPENSE, FLTW-OUT FEES, vi t kErIll UILBERT SUM�HT SEWER SYSTEMS, INC. PAGE 892 07/30/96 21:13 TX/RX N0.2247 P.002 m ALPINE ENGINEERING, INC. October 3, 1995 Mr. Russell Gies The Collaborative Group P.O. Box 730 Mintum, CO 81645 RE: Belly Ache Ridge Subdivision, Lot 32, Gies Residence, ISDS Application Dear Mr. Gies: In response to my conversation yesterday with Ms. Missie Trujillo, Eagle County Department of Health and Environment, I am providing the following information concerning the above - referenced project: Z3) The system has been designed to be in compliance with Eagle County ISDS ggulations; sorp ion renc ; 0e5 Alpine Engineering, Inc. (AEI) will field verify that the depth of bedrock below,---nches is greater than 4 feet; 6) The following separations will be maintained per Eagle County ISDS Regulations: 5 feet from absorption trenches to potable water supply lines, 10 feet from septic tank to potable water supply lines; 0od7)Due to loading rate considerations, the absorption area calculations have been ified: 675 gpd x (0.5 reduction for infiltrators) = 422 ft2 0.8 gal/ft2 = 140 ft of infiltrators (1 = 4 x 35 foot trenches Edwards Business Center • P.O. Box 97 • Edwards, Colorado 81632 • (970) 926-3373 • Fax (970) 926-3390 Mr. Russell Gies October 3, 1995 Page 2 8) Bedrock is relatively shallow over the entire site. The absorption trench locations were chosen where soil depths were found from observation trenches to be approximately 4-5 feet deep. This area was also blasted. of -6 • 1 • •" • •. • •" • • 1<9j- The dos ng--vue wiil-be: 67- = 169 al s 4 The volume of the force main (2" diameters e: 121(0 083 : more detailed pum sizing and information on electronics and cor�t�ol panels, AEI reco ends contacting To Platter, Auqatec, Inca 00-748-2708). In ear future Davis Ex vating will be move a large quantity of dirt t e B&B Excavating it for the Bentgrass at rdillera project. Gle Zenner suggested "pigg acking" on this project to transport importe ils required for this n. If you have any stions concerning this information, please do of hesitate to call me. Sincerely, ALPINE ENGINEERING, INC. Linn Schorr Environmental Engineer cc:- Missie Trujillo } ALPINE ENGINEERING, INC. July 17, 1995 Mr. Russell Gies The. Collaborative Group P.O. Box 730 Minturn, CO 81645 RE: Septic System Design, Gies Residence Dear Mr. Gies: Per your request, a percolcation test and septic system sizing calculations were performed for an Individual Sewage Disposal System permit application for Lot 12, Bellyache Ridge Subdivision, Filing 2, Eagle County, Colorado. Two profile pits were excavated in the proposed area of the absorption trenches, extending to a depth of 4 feet each. Soils encountered in the pits consisted of: 2 inches top soil followed by a sandy silt with cobble - sized rock fragments to the extent of the pits. In both pits, bedrock was encountered at 4 feet. On July 17, 1995, three percolation tests were performed at the proposed absorption trench location. Test holes were hand -dug to a depth of 1.5 to 2 feet; the holes could not be advanced farther due to large rock fragments. Soils encountered included 2 inches of topsoil followed by a sandy silt with cobble -sized rock fragments to the extent of the holes. Neither groundwater nor indication of a seasonal high water table was encountered in any of the holes or test pits. The average percolation rate of the three test was 11 minutes per inch (MPI). Two of the tests indicated sufficient percolation rates (5-60 MPI) for an absorption system; one of the tests indicated a rate faster than 5 MPI. The proposed location of the-ttbs6ption ftTnrhei-4 topographically above the house. Alpine Engineering recommends a lift station to bring effluent from the septic tank up to the absorption trenches. Since bedrock appears to be approximately 4 feet below ground surface in the proposed area of the infiltration trenches, Alpine Engineering recommends the construction'of a mound system in order to situate. the bottom of the infiltrators at least 4 feet above bedrock. Edwards Business Center • P.O. Box 97 • Edwards, Colorado 81632 • (970) 926-3373 • Fax (970) 926-3390 Mr. Russell Gies July 21, 1995 Page 2 SYSTEM DESIGN,--' PROPOSED USE A three (3) bedroom residential single family dwelling is proposed to be constructed on the property. QUANTITY OF SEWAGE (3 Bedrooms)(2 persons/bedroom)(75 gpd)(1.5 peaking factor) = 675 gpd SEPTIC TANK SIZE 675 gpd x 30 hrs/day = 844 gallons 24 hrs/day Round to 1,000 gallon capacity septic tank. TRENCH DESIGN A = Q/5 (T)os A = (675 gpd/5) (11 mpi)0.5 A = 448 SF with a 50% reduction for infiltrators = 224 SF Length of trench: L = 224 SF/3 ft. wide trench = 75 ft. = 3 x 25ft trenches. Alpine recommends the following materials for construction: 1) 1,000 gallon pre -cast concrete septic tank; 2) 4" PVC SDR 35 sewer line; 3) Clean outs should be placed in the line as needed at bends; 4) lift station to be fed from septic tank equiped with pump (approximately 300 gallon capacity tank with low float switch for dosing and high float switch for malfunction alarm. High float switch should be wired to audible alarm in the house. Mr. Russell Gies July 21, 1995 Page 3 Lift station pump should be sized appropriately for expected effluent quantities and total pressure head once exact locations and elevations of absorption trenches and lift station have been determined.); 5) infiltrator units, 4 units in each of three trenches, connected in series; 6) native fill material from planned cut areas for mounding. Trenches should be aligned parallel to contours. Fill material should be placed to provide at least 4 feet between bottom of trenches and bedrock. Tops of infiltrators should be covered with 12" to 18" of fill and revegetated with appropriate seed mix. Observation ports should be provided per Eagle County regulations. If you have any questions concerning this conceptual design, please do not hesitate to call me. Alpine Engineering should be notified prior to any changes to the system. Alpine Engineering will provide inspection prior to backfilling. The contractor is responsible for providing as-builts to the engineer following construction. Sincerely; ALPINE ENGINEERING, INC. Linn Schorr Environmental Engineer Enclosure ISDS PrRMIT: \ C>C7 — DATE: ISDS FINAL INSPECTION " "� COMPLETENESS FORM v' Tank is 1. Tank Material: t�.,�n14'�r b t C] Tank is located ft. and a d N degrccs frompuSer C4hn� (permanent landmark) Tmalc is located __Lft. and degrees from (permanent landmark) ` �C 1' Tank set level. Tank lids within V of finished grade. -y- Sias of field .. fi2 units lineal ft. > Technology I �a Clcanout is installed iT bet-,veen tank and house (+ i1100 ft) There is a "T" that go s down 14 inches in the inlet and outlet of the tank. r Inlet and outlet is sealed with tar tape, rubber gasket, etc, Tank has two compact erns with the lamer compartment closest to the house, V _- Measure distance and telative direction to field. 4;�r1 Ile" ✓ Depth of Geld' _ _ ft. Soil interface raked, l+ttny _ Inspection portals at th end of each trench. Proper distance to setb eks. 4•4�'�� Chambers properly installed per manufacturers specifications, (Chambers latched, end plates^rc) txl?l rocks removed from tr riches, etc,) t .�00 �'� ► 4� �` _ Other, s10 It4ttl�fittit{511\1R��`�i4 —Inspection meets reAufrerncnts. —Copy Copy form to installed's ACTION TAKEN: N file if recommendmioGns for itmtprovement wire suggested. .}— 1N �•'kQ. w,,V R.tL 1z`1r 1 YVII. 1 ov1e �1E,p� ,,,�` {� Sr iLn:�y-e+.�a (j1�]�y��[�y� lLr8 �¢},�,+� �'►v� c�3. t� n 5 �11 p+AtS� ,�jwS��P.`�4� Q V'4 CJV�n W 3 t ^ 1 �.i � � � 5 � �.� 0.'�, � i" T� �'1��• W tom^ Setbacks cpY oc \ (( l{�ct ZP drw+ti�'f Yot�wJi C A V Q t.et v.� i JA Water house Property Lake Dry Crule Tank Drain �attfrz�QS well Potable Lin s Line Stream Field 104 23 ?D 10 50 25 10 10 5 10 30 10 10 Tank 50 10 ALPINE ENGINEERING, INC. December 14, 1995 Mr. Ray Merry Eagle County Department of Environmental Health P.O. Box 179 Eagle, CO 81631 RE(;t_-_1VED, DEC 1 51995 .�OMMUNiTY DEVELOPMENT RE: ISDS Permit Application, Lot 32, Belly Ache Ridge Subdivision, Gies Residence Dear Ray: I am providing sizing calculations and design for the above -referenced site. EFFLUENT QUANTITY 3 bedrooms x 150 gpd/bedroom x 1.5 peaking factor = 675 gpd DRIP FIELD LAYOUT Drip fields will be set to dose 10 minutes every 2 hours at 100 gallons per dose, resulting in up to 120 minutes of dosing per day (assuming float switch is at dosing level). Each emitter will handle 1.5 gph at 25 psi. 225 emitters will be required. Emitters will be spaced at 2 foot intervals; 500 ft of dripline will supply 250 emitters. LOADING RATE On July 17, 1995, three percolation tests were performed at the proposed absorption trench location. Test holes were hand -dug to a depth of 1.5 to 2 feet; the holes could not be advanced farther due to large rock fragments. Soils encountered included 2 inches of topsoil followed by a sandy silt with cobble -sized rock fragments to the extent of the holes. Neither groundwater nor indication of a seasonal high water table was encountered in any of the holes or test pits. The average percolation rate of the three test was 11 minutes per inch (MPI). Two of the tests indicated sufficient percolation rates (5-60 MPI) for an absorption system; one of the tests indicated a rate faster than 5 MPI. Two profile pits were excavated in the proposed area of the absorption trenches, extending to a depth of 4 feet each. Soils encountered in the pits consisted of: 2 inches top soil followed by a sandy silt with cobble -sized rock fragments to the extent of the pits. In both pits, bedrock was encountered at 4 feet. Edwards Business Center • P.O. Box 97 • Edwards, Colorado 81632 • (970) 926-3373 • Fax (970) 926-3390 Soils on site are a sandy loam. According to "Geoflow Subsurface Irrigation, Design and Installation Manual" soils of this type may be loaded at a rate of 1.3 gallons per square foot per day (see Table 1, Minimum Surface Area Required to dispose of 100 gpd). The area that will be used for this installation will be 835 square feet which will result in a hydraulic loading rate of 0.81 gallons per square foot per day. INSTALLATION The blasted area on site will be excavated and large rocks will be removed. Sandy loam from the excavated area and sandy loam from elsewhere on the site will be used to backfill the area to 4 feet above bedrock. 1 inch of sand or gravel will be laid, then the drip grid will be installed at this level and covered with 1 foot of native fill, followed by a 2 inch bed of straw, followed by 2 feet of native fill. 4 foot separation to bedrock and sandy loam soils will be field -verified at the time of installation. The drip grid is to be used only with the Whitewater Aerobic Treatment Plant in stalled as per manufacturer's installation instructions, and only with a Summit Sewer Systems, Inc. representative present. Sincerely, ALPINE ENGINEERING, INC. Linn Schorr Environmental Engineer Enclosure pO RECl ;, V 2M3 �t N. _ NAL E� particularly if applied in "pulses" or short doses several times per day near the soil surface where the soil dries the quickest, this would keep the soil absorption rate at the highest value and minimize the potential of water surfacing on poor soil conditions. As stated previously, this design criteria will under -load the system at all times except when the soil is at or near saturation from rainfall. If designing for an efficient irrigation system, the water supply may not be sufficient to meet the demands of a lawn or landscaped area during peak water demand months. This problem can be overcome by either of two solutions: add additional fresh -water make-up to the system during the growing season to supply the needed water for plants in question; or split the system into two or more fields with necessary valves and only use one of the fields during the peak water demand months and alternate the fields during winter months or extremely wet periods Table 2 shows the recommended hydraulic loading rates for various soil conditions, using a safety factor of 12 with regard to the equilibrium saturated hydraulic conductivity rate of the soil. These loading rates assumes a treated, disinfected effluent with BOD and TSS values of less than 20 mg/1 is produced in the pre treatment system. Table 1. Minimum surface area required to dispose of 100 gpd Soil absorption rates Design Total Soil Est.Soil Hydraulic. Hydraulic Area type Perc. Conduc- Loading required rate tivity. rate ft2 / 100gal min/in i n/hr gal / ft2-day per day Coarse- sand <5 >2 2.0 52 Fine sand 5-10 1.5-2 1.6 65 Sandy loam 10-20 1.0-1.5 1.3 80 loam 20-30 0.75-1.0 0.9 115 Clay loam 30-45 0.5-0.75 0.6 175 Sift -clay loam 45-60 0.3-0.5 0.4 260 Clay non -swell 60-90 0.2-0.3 0.2 520 Clay - swell 90-120 0.1-0.2 0.1 1040 Poor clay >120 <0.1 0.075 1380 Soil layers and types. The quality and homogeneity of the soil may present a problem. If the soil was not properly prepared and there are pieces of construction debris, rocks and non- uniform soils, it is very difficult to obtain a uniform water spread. In all cases, but particularly if the soil is compacted, soil properties can be greatly improved by ripping and disking, sifting the coarser material and laying it down first. The ideal soil is 12" to 18" deep, uniform, has an equal amount of fine sand, loam and clay, and is on top of a deep layer of pea gravel and coarse sand that provides drainage. ALPINE ENGINEERING, INC. Gies Residence Percolation Test Results - 7/17/95 TIME HOLE #1 IHOLE#2 HOLE #3 DEPTH MPI DEPTH MPI DEPTH MPI 11:15 0.60 0.45 0.51 11:20 0.84 1.74 0.50 8.33 0.59 5.21 11:25 0.92 5.21 0.54 10.42 0.63 10.42 11:30 empty 0.56 20.83 0.69 6.94 11:35 0.59 13.89 0.73 10.42 11:40 0.60 41.67 0.77 10.42 11:45 0.64 10.42 0.81 10.42 11:50 0.66 20.83 0.83 20.83 11:55 0.67 41.67 0.87 10.42 12:00 0.68 41.67 0.89 20.83 AVERAGE 3.47 18.67 9.45 TOTAL SYSTEM CAPACITY 980 GALLON TOTAL CAPACITY DRIP FIELD SIZE IS VARIABLE DEC-88-1995 01:22 SUMMIT SEWER SYSTEM 92% P.01 wrl '•i [7' THICK) NEW BOTTOM T 500' OF DRIP LINE EVENLY SPACED WITHIN EXCAVATED AREA 25' 1- 35' z DEC-03-1995 01:35 SUMMIT SEUEP. SYSTEM 92% P.01 HEPWORTH-PAWLAK GEOTECHNICAL, INC. 5020 Road 154 Glenwood Springs, CO 81601 a September 20, 1995 Russell Gies c/o The Collaborative Group P.O. Box 730 Minturn, Colorado 81645 Fax 970 945-8454 Phone 970 945-7988 Job No. 195 426 Subject: I, Observation of Excavation, Proposed Residence, Lot 32, Big Dipper Road, Belly Ache Ridge, Eagle County, Colorado Dear Russell: As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. met with you and observed the excavation at the subject site on September 6, 1995 to evaluate the soils exposed for foundation support. The findings of our work and recommendations for the foundation design are presented in this report. The work was done in accordance with our agreement for geotechnical engineering services to you, dated September 5, 1995. The residence is proposed to be one and two stories of wood frame above crawl space. The garage area will be cut into the hillside and have a slab -on -grade ground floor. Spread footings sized for a maximum bearing pressure of 2,500 psf have been assumed for support. At the time of our visit to the site, the building excavation had been cut in multiple levels from I to 14 feet below the adjacent ground surface. The garage area was deeply cut into the hillside and the crawl space area essentially daylighted from the slope. The soils exposed in the bottom of the crawl space area excavation consisted of a mixture of rock fragments in a sandy silt and clay matrix. Results of swell -consolidation testing performed on a sample of the matrix soil, shown on Fig. 1, indicate low compressibility under natural low moisture and moderate to high compressibility when wetted and loaded. The deep part of the garage cut had been overshot by blasting and the loosened material leveled to footing grade by driving over with a trackhoe. No free water was encountered in the excavation and the soils were slightly moist to moist: The soils have variable settlement potential and there is a risk of differential settlement, especially if they become wetted. The natural bedrock is essentially incompressible, but the overshot area could compress under loading, depending on the effectiveness of the compaction. The total soil depth above bedrock is expected to be 3 to 5 feet, based on the profiles exposed in the excavation. Considering the conditions exposed in the excavation and the nature of the proposed construction, spread footings placed on the natural soil and bedrock designed for an allowable bearing pressure of 2,500 psf can be used for support of the proposed residence. There could be post -construction settlements up to about 1 to 2 inches if the bearing soils become wetted. Deepening the bearing levels onto the sandstone bedrock should essentially eliminate the settlement risk. Footings should be a minimum width of Russell Gies September 20, 1995 Page 2 16 inches for continuous walls and 2 feet for columns. Loose and disturbed soils at the foundation bearing level within the excavation should be removed and the bearing level extended down to the undisturbed natural soils. Exterior footings should be provided with adequate soil cover above their bearing elevations for frost protection. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 14 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 45 pcf for on -site soil backfill (excluding oversized rock). A perimeter foundation drain should be provided to prevent temporary buildup of hydrostatic pressure behind the walls and prevent wetting of each level of excavation. Structural fill placed within floor slab areas can consist of the on -site soils compacted to at least 95 % of standard Proctor density at a moisture content near optimum. Backfill placed around the structure should be compacted and the surface graded to prevent ponding within at least 10 feet of the building. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and do not include subsurface exploration to evaluate the subsurface conditions within the loaded depth of foundation influence. This study is based on the assumption that soils beneath the footings have equal or better support than those exposed. The risk of foundation movement may be greater than indicated in this report because of possible variations in the subsurface conditions. In order to reveal the nature and extent of variations in the subsurface conditions below the excavation, drilling would be required. It is possible the data obtained by subsurface exploration could change the recommendations contained in this letter. If there are any questions or if we may be of further assistance, please let us know. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Steven L. Pawlak, P.E. SLP/kmk Attachment H-P GEOTECH M 1 2 3 0 0. 4 s�. 0 0 9 1.1 7 Moisture Content = 9.6 percent Dry Unit Weight = 85 pcf Sample of: sandy silt and clay - with gravel From: bottom of crawl space excavation' i I ! I I ; I I ► � I I( Compression I Com I UponWettinif p I I� I I I ! I I I ( ! I I I I I ( I II i jHLl I II i. II I I•:I ! I II► 1 a I- I f I 0.1 1.0 -; u APPLIED PRESSURE - ksf 195 426 IGEOTECHNICALPAWLAKHEPWORTH- ,I c. 1 SWELL-CONSOLIDATION TEST RESULTS Fig 1- � 07/30,11996 21:16 7193956537 GIL13E2TS PAGE 02 598149 B-702 P-162 08/07/96 01:14P PG 1 OF I REC DIOU N Sara J. Fisher Eagle County Clerk & Recorder 0.00 SUMMIT SEWER SYSTEMS, INC. KIBTH AND JENNY GILBERT Telephone 71.9-39$-6537 367 33305 COUNTY RE) Fa< 779-395-6537 allENA VWA, cc) 8729i EAGLE COUNTY HEALTH DEPARTMENT P.O. 13OX 179 500 BROADWAY EAGLE, CO 81631 REF: SERVICE CONTRACT FOR LOT 432, BELLYEACHE RDDCYE EAGLE COUNTY, CO-' SUMMIT SEWER SYSTEMS, INC. WILL PROVIDE STANDARD MONTHLY MAINTENANCE SERVICES FOR THE WBITEWATER. AEROBIC SEWER SYSTEMS INSTALLED AT THE ABOVE LOCATION AT NO CHARGE TO 'THE HOMEOWNER FOR A PERIOD OF TWO (2) YEARS- AT THE END OF TMS TIME PERIOD, A NEW CONTRACT WZ BE NEGOTIATED. THE STANDARD MAINTENANCE INCLUDES: - CLEANIN4a OF COMPRESSOR AIR FILTER - CYCLING TIMER MECHANISM - INSPECTING DRIPFIELD - FLUSHING DRIPFIELD {BI-ANNUALLY) - PERFORMING 4 BI-ANNUAL SAIN"LJNGS FOR SOLIDS CONTENT ALL OPERATING EXPENSES OR REPLACEMENT ITEMS NOT COVERED UNDER NIANUFACTUREWS WARRANTY wnL BE TEE RESPONSIBILITY OF THE HOMEOWNER. (EE. ELECTRICAL EXPENSE, PUMP -OUT FEES, ETC) IF THE OWNERSHIP OF THE UNIT CHANGES HANDS, TMS CONTRACT SHALL BE NULL AND VOID, AND ANEW CONTRACT BE SIGNED BY THE NEW OWNERS AS PART OF THE SALE OF THE PROPERTY. A FEE SHALL BE CHARGED TO THE NEW OWNERS FOR SAID CONTRACT. THE FEE WILL BE OF A STANDARD RATE EQUIVALENT TO THE COST OF SR%4JLA'k CONTRACTS AT THE TIME THE NEW CONTRACT IS VRJTrEN. kETTH CTILBERT SUMMIT SEWER SYSTEMS, INC. 07/30/96 21:13 TX/RX N0.2247 P.002 m 07,130/1996 21:16 7193956537 GILBERTS PAGE 63F, X@598150 B-702 P-163 08/07/96 01:20P -PG I OF C Sara J. Fisher Eagle ount'y Clerk & Recorder SUMMIT SEWER SYSTEMS, INC. REC DOC 0.00 KEITH AND JENNY GILBERT Telephone 719-395-6537 'OW5 COUNN RD 363 FCX 719-395-�,W BUENA VISTA, CO 87 211 EAGLE COUNTY ENVMONMENTAL HEALTH DEPT. ATTN: MR. RAY MERRY P.0, BOX 179 500 BROADWAY EAGLE, CO 81631 REF: SEWER SYSTEM FOR LOT 932 BELLEYACH RIDGE EAGLE COUNTY, CO THIS IS TO CERTIFY THAT ThE VVENMWATER. AFROBIC SEWER TREATMENT SYSTEM HAS BEEN INSTALLED IN ACCORDANCE WITH THE JENGINEER!S DESIGN AND THE MANUFACTURER!S INSTALLATION GUIDLINES. IF ANY ADDITIONAL INFORMATION IS REQUIRED, PLEASE FEEL FREE TO CONTACT ME. SINCERELY, ITH C111-BERT SUMMIT SEWER SYSTEMS, INC. ci 07/30/96 21:13 TX/RX N0.2247 P.003 0 SUMMIT SEWER SYSTEMS, INC. KEITH AND JENNY GILBERT Telephone 719-395-6537 Fax 719-395-6537 33305 COUNTY RD 361 BUENA VISTA, CO 81211 EAGLE COUNTY HEALTH DEPARTMENT P.O. BOX 179 500 BROADWAY EAGLE, CO 81631 REF: SEWER SYSTEM FOR LOT #32, BELLYACHE RIDGE, EAGLE COUNTY, CO. DRIP FIELD LAYOUT: 3 BEDROOMS @ 150 GAL. EACH X 150% = 675 GPD. (EACH UNIT) SET DRIP FIELDS TO DOSE 10 MINUTES EVERY 2 HOURS (100 GAL/DOSE), 120 MINUTES OF DOSING PER DAY, (ASSUMING FLOAT SWITCH IS AT DOSING LEVEL). EACH EMITTER WILL HANDLE 1.5 GPH @ 25 PSI. 675 GPD/(1.5 GPH (2 HOUR DOSING/DAY)) = 225 EMITTERS. WITH 2 FT. OF SPACING BETWEEN EMITTERS, 500 FT. OF DRIPLINE WILL SUPPLY 250 EMITTERS. AUG PRATE = 10-20 MIN/IN. (SANDY LOAM) b.75 X 80 = 540 SQ/FT. WI LASTED AREA OF 25'x35', TOTAL SURFACE AREA = 835 SQ/FT. HYD. LOADING FOR SANDY LOAM = 1.3 GAL / SQ/FT / DAY. W/ 835 15 SQ/FT AND 675 GPD`, HYD. LOADING = O. WGAL / SQ/FT /DAY. RECOVEL) DEC 121995 ''OMMuNITY OEVPLOP 0 R E�;"7 2M3 0 NAL From: KEITH AND JENNY GILBERT SUMMIT SEWER SYSTEMS, INC. Fax: 719395b537 Voice: 719-1954537 To: LIN at: ALPINE ENG. Page 2 of 2 Saturday, December 09, 1995 3ATAS AM EXCAVATE BLASTED AREA, 9EPRQGK— (FIELD VERIFY SEPARATION) IMPORT P OF SAND OR SANDY LOANbIN ORDER TO INCREASE PERC RATE TO 10-20 MIN/IN. BED WITH " OF SAND OR GRAVEL. BUILD DRIP GRID UTILIZING 500' OF DRIP LINE, Q EVENLY SPACED THROUGHOUT ENTIRE EXCAVATED AREA. ADD F OF NATIVE FILL. BED WITH 2" OF STRAW. ADD 2' OF NATIVE FILL. e�. DRIP GRID TO BE USED ONLY WITH THE WHITEWATER AEROBIC TREATMENT PLANT INSTALLED AS PER MANUFACTURER'S ' INSTALLATION INSTRUCTIONS, AND ONLY WITH A SUMMIT SEWER r SYSTEMS, INC. REPRESENTATIVE PRESENT. From: KEITH AND JENNY GILBERT SUMMIT SEWER SYSTEMS, INC. Fax: 71939586V Voice: T19395-653T To: LIN at: ALPINE ENG. Pagel of I Saturday, December 09,1996 3:19:34 AM itf-111M J-4 1141101'W 11 1 1, I f I - MOM, x, DRIP FIELD SIZE IS VARIABLE DEC-08-1995 01:22 SUMMIT SEWER SYSTEM 92% P.01 From: KW I H AND JENNY GILBERT SUMMIT SEWER SYSTEMS, INC. Fax: 719-395-I5W Voice: 719395,5537 To: LIN at: ALPINE ENG. Page I of I Saturday, December 09, IM 3:33= AM — 111111" iii, 11, 1111111 , yill-. -TV � ii 111111111, . 11,11M ft 1111" , T, ju n 1; lll �li a Ili i 111,11 lip IkW aT UA-11—Iffs-Mi. V �Xf J I �j -I �.A M (I - THICK) z T 500OF DRIP LINE EVENLY SPACED WITHIN 251 EXCAVATED AREA MA M Mw DEC-08-1995 01:36 SUMMIT SEWER SYSTEM 92% P. 01 Community Development Department (970)328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLO] Date: October 16, 1995 TO: Double M Excavating FROM: Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway ;1e, --Oi�or-ado 81631-0179 RE: Issuance of Individual Sewage Dispo3�al- System Permit No. 1533-95 Tax Parcel #1941-341-0-i-o-1-{}— Property Location: 624 Big Dipper Rd., Bellyachhe Ridge, Wolcott, CO. Gies residence. Enclosed is your ISDS Permit No. 1534-95. 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. Permits issued before November 15, 1995 must be completed by December 1, 1995. 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 Linn Schorr, Alpine Engineering, Inc. !--aA`?iC)'7.-V FOUND PIN & CAP L.S. No. 5933 I 41 I � . . I . . � . . - . I I . I I I I .. . I . . I --------------------,--------.— - -------- ---- -.-- --- -- ---- � I ,- .- ------------ ----.--- - - I � . . I I . . I . I . , � � I I -----, - ----- ---- — -- ---- -- —I------ -------- -- -- I - . I 11 . I . . . -- --- --- — --- I . � - ------- -- - — K I I I ---- ---- -- --- - -- -- ,-,�- �. 19 I --- ---------- --- -, � i -- - - - - I '*`�-5 �. 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