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HomeMy WebLinkAbout3148 Upper Cattle Creek Rd - 239123200001 - 1090-91IS - 0551IS - 0876ISINDIVIDUAL 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. q 1� 0 9'0' Please call for final inspection before covering any portion of installed system. OWNER: James W. Griffith Jr. PHONE: 963-2943 MAILING ADDRESS: 3148 Upper Cattle Creek Rd, Carbondale, CO 81623 AGENT: PHONE: SYSTEMLOCATION: 3148 Upper Cattle Creek Rd, Carbondale LICENSED INSTALLER: James Griffith, Jr. LICENSE NO. 4-91 DESIGN ENGINEER OF SYSTEM: INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING: 1250 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT. DISPERSAL ARf=A REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 210 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: Owner requesting 10" SB2 = 80' of 10" SB2 in trenches. Install inspection portals at end of trenches. ENVIRONMENTAL HEALTH OFFICER: 1-11 41�;� - DATE: 10/8/91 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, 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 Ill, 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 ORDISPERSAL AREA: 340 SQUARE FEET. Y/R IOD of Id .SB2 / INSTALLED SEPTIC TANK: 1� // GALLONS �40 DEGREES N S� FEET ?�m AIIV coehier pP aryyAc,/ Z SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR: 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 ADE.ARRANGE A RE -INSPECTION WHEN WORKIS COMPETED. COMMENTS: /S-UIr a I iOo em Aou) *'. /"0//S/Ze, %r a t �e'l*'a a�al,o.v ems,AFP14-1 15 Stee/ Pr 3 be,4w,- S_ ENVIRONMENTAL HEALTH OFFICER: DATE: // /41_ 9/ ENVIRONMENTAL HEALTH OFFICER: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS PERMIT APPLICANT/AGENT: OWNER: AMOUNT PAID: RECEIPT #: CHECK #: CASHIER: ISDS Permit # 2_0 Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-8730/927-3823(Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $125.00 ************************************************************************** PROPERTY OWNER: �A IPCMVS 0- / m A¢./ 'F-• O a, F-Fr-rW MAILING ADDRESS:31,40 kippwa- its GZ"Yap PHONE: C? APPLICANT/CONTACT PERSON: PHONE: 9 �o3 --'XA LICENSED SYSTEMS CONTRACTOR: �� 4-Q-11 ADDRESS: PHONE PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: - Parcel Number: Lot size: .,q7 uLax Physical Address i�f�yon,t z iI.5, �cy-y_, TZO-o BUILDING TRIPE : - ( Check ( ) Residential / (-)-Residential / ( ) Commercial / HOT TUB WATER CONSERVATION PLAN: TYPE OF WATER SUPPLY: Give depth of all applicable category) Single Family Number of Bedrooms 2— Multi-Family* Number of Bedrooms Industrial* Type Yes ( ).. No Yes ( ) No ( ) Well( ) Spring Surface ( ) Public ( ) Name of Supplier: wells within 200 feet of system: No,v,7 *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" SIGNATURE: DATE: f?i * �� G C/ AMOUNT PAI RECEIPT#�S S� _ DATE: I� CHECK # q61 Q CASHIER: TIME LOG Travel Perc Final COMMUNITY DEVELOPMENT DEPARTMENT (303) 328-8730 EAGLE COUNTY, COLORADO November 14, 1991 James W. Griffith Jr. 3148 Upper Cattle Creek Rd Carbondale, CO 81623 RE: Final of ISDS Permit No. 1090 Dear Mr. Griffith: 725 CHAMBERS AVE. P.O. BOX 179 EAGLE, COLORADO 81631 FAX (303) 328.7207 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. Also enclosed are informational sheets regarding the care of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division, P.O. Box 179, Eagle, Colorado 81631. We can also be reached, depending on your calling area, at the following numbers: Eagle Valley 328-8730; Basalt/El Jebel 927-3823. Sincerely, C. Kelley Carhart Office Assistant ckc Encl: Information Sheets Final ISDS Permit cc: Chrono File ISDS File Building Permit File ni Y3 - 7`7 G.t-v0� ► 4s C�� v MSt V)W 9 4 ISDS PERMIT # AM&O PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT. OWNER: � LEGAL DESCRIPTION:3%z/9 U9b��,A, A/ MAILING ADDRESS: TYPE OF DWELLING: 5F/ ,, NUMBER OF BEDROOMS TEST HOLES PRE-SOAKED: YES NO TTMF. nv VAT T nitM" 1 2 3 1 2 3 1 2 3 1 2 3 0, 1 05 0(, 07 11.5 I1.0 1 17,25 4.375 Z.875 3.5 /D /I iZ I'}b I�,�j 7 D•D 2.5 1 1.5 2.75 Z. 3.3 I.$ 3� /_5 l� �% 16.0 A-0 �1 75 2.0 1.5 1.75 2.5 3.3 21 4 Zo 16,%75 15.0 17-6 1'75 1.0 .75 15.7 5 4.7 s y5 zG 11,0 16,D 7q,0 I. i2-5 I5 1.5 L1q 3.3 3,3 161 31) 3) 3 1�.315 17.5 z�{5 1.375 l 0 5 3b S to 71 " 35�,5 2.s,5 r 1.75 1.0 1.0 4.7 5 5 $ 1.0 1.0 % _ 1 /Pf•.s7 /i/O.// II zz,o zo.75 27,p 5 1.25 .5 / Z/ l6 Time to drop last inch S /o-�S J / I'vo PERC RATE: ,j MINIMUM SEPTIC TANK SIZE: rlla/�ta- J�J N20 MINIMUM LEACH FI/ELD SIZE: jo/ RZ1 oviow r�ve�t� /p'sg2- s 70' � ��56z 1_4 7ift e5 COMMENTS: 1ns •r �/ 14197ee 1111 .r %a j�S dry/ fyerc%LP�. PERC TEST DONEAY:1 _A'�3 r �/� 9� DATE: EnViX'onmeAtal Health Officer rev. 6/90ks _I= X ZD/ I ri vi �r 1 Zli,w 5; J ,op S4' r� i N -act q-a L4 a'1z DIAMOND G RANCH Jarnes W. Griffith, Jr. 3148 Upper Cattle Creek Road Carbondale, Colorado 81623 303-963-2943 � To Date - t n"0,4 M 4V4 Subject 2 Anxf-4' -D *51 (- -i I N oq . .. . ..... (kAj c- 21 -.AJ -x Lz Ls iv n"v ,�. J L. o i tN4 LILL-��'Dowj -v t Ino -a L q T- -4 4-V) -T T- V C ov THE co".'Ji wr DIAMOND G RANCH James W. Griffith, Jr. 3148 UPPer Cattle Creek Road Carbondale, Colorado 81623 303-963-2943 To C Date -Lo - 1 ---01 1 Subject Se%nc- %0Q -PCRIA-Sig F�o IN r) t'r pi C,A,o lijer-_ L,0 C_ArT. eL-V\A V, AefV-- CIO 4'.." *-e- of" T" -D- ' v ou e-n, ?0, N PAQ03 I -VA THE WRJTKwfu Co. RX&R4.41, IN 4nm4jl1 RECEIVED OCT 0 1 10 EAGLE COUNTY COMMUNITY DEVELOPMENT ol Chen € Northern, i nc. G �osullmcl Umprieos alml scienlisis XX SUBSOIL SZUDY FOR FOUNDATION DESIGN / PROPOSED RESIDENCE 3148 UPPER CATTLE CREEK ROAD p \ yG&RFfD OO M Y, COIARADO Job No. 4 300 90 Prepared For: Jim and Mary Griffith 3148 Upper Cattle Creek Road Carbondale CO 81623-9748 W 5080 Rued 154 Glenwood SpriNls. Colorado 81601 303 945.7459 303 946.2363 Facsimile May 15, 1990 TABLE OF 00KI12't5 CONCLUSION PURPOSE AND SOOPE OF STUDY PROPOSED OONSTRUCTION SITE CONDITION FIELD EXPLORATION SUBSOIL CONDITIONS FOUNDATION RECOMMENDATIONS FLOOR SLABS UNDERDRAIN SYSTEM SURFACE DRAINAGE LI=ATIONS FIGURE 1 - LOCATION OF EXPLORATORY BOR iGS FIGURE 2 - LOGS OF EXPLORATORY BORINGS FIGURE 3 - LEGEND AND NOTES FIGURE 4 - SWELL -CONSOLIDATION TEST RESULTS.,' FIGURE 5 - GRADATION TFST RESULT'S TABLE I - SUMMARY OF LABORATORY TEST RESULTS 1 1 2 2 2 3 4 5 5 6 7 CONCLUSIONS The proposed residence should be founded with spread footings bearing on the natural granular so ls'�and designed for an allowable soil bearing pressure of 2000 psf. Other design and construction criteria relating to geotechnical aspects of the proposed residence are presented in the body of the report. ..•. •• • s This report presents the results of a subsoil study for a proposed residence to be located at 3148 Upper Cattle Creek Road, Garfield County, Colorado. The project site is shown on Fig. 1. The study was conducted in accordance with our agreement for geotechnical engineering services to Jim and Mary Griffith, dated April 3, 1990. A field exploration program consisting of exploratory borings was conducted to obtain information on subsurface conditions. Samples obtained during the field exploration were tested in the laboratory to determine their engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. The results of the field exploration and laboratory testing are presented in the report. This report has been prepared to summarize the data obtained during this study and to present our conclusions and recommendations based on the proposed construction and the subsoil conditions encountered. Design parameters and a discussion of geotechnical engineering considerations related to construction of the proposed residence are included in the report. W PROPOSED OONSINXTION The proposed 5000 square foot residence will be one story of wood I.ame construction with an attached garage. Ground floor will either be slab -on -grade or structural over a crawl space. Grading for the structure is expected to be relatively minor with cut depths between about 6 to 8 feet. We. -assume relatively light foundation loadings, typical of the proposed type. construction. If building loadings, location or grading plans change significantly from those described above, we should be notified to reevaluate the reccMrendations contained in this report. SITE OONDITIONS The proposed building area is located on a west facing hillside. The topography of the area is generally flat with slopes of 7% to 10% down to the west. An existing gravel road is located to the north of the building area. The road leads to an existing two-story wood frame house located about 300 feet east of the proposed building area. There is an, existing pond reportedly about 8 feet deep located south of the existing house. A drainage swale runs from the pond area down to the south of the proposed building area. The building area is vegetated with grass. There are willows and brush along the drainage swale to the south. oil 0*'X�CO)IVZB V • The field exploration for the project was conducted on April 4, 1990. Two exploratory borings were drilled at the locations Shawn on Fig. 1 to evaluate the subsurface conditions. The borings were advanced with 4-inch diameter continuous flight augers powered by a truck mounted CME-55 drill rig. The borings were logged by a representative of Chen -Northern, Inc. -3- Samples-of the subsoils were taken with 1 3/8-inch and 2-inch I.D. spoon samplers. The samplers were driven into the subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASIM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the. penetration resistance values are shown on the Logs of Exploratory Borings, Fig. 2. The samples were returned to our laboratory for review by the project engineer and testing. i The subsoil conditions encountered at the site are shown graphically on Fig. 2. The subsoils consist of 4 1/2 to 5 feet of topsoil overlying 5 1/2 to 7 1/2 feet of relatively dense, clayey sandy gravels containing cobbles and boulders. Very stiff to hard sandy silty clay with occasional gravel and cobbles was encountered below depths of 10 1/2 to 12 feet down to the maxir= depth explored, 21 feet. laboratory testing performed on samples obtained from the borings included natural moisture content, density, gradation analyses and Atterberg limits testing. Swell -consolidation tests results,.,shown on Fig. 4, indicate that the upper organic topsoil is highly compressible. The lower sandy clays have low to moderate compressibility. Results of a gradation analysis performed on small diameter drive samples (minus 1 1/2-inch fraction) of the natural granular soils are shown on Fig. 5. Atterberg limits testing indicates the clay fraction of the subsoils is of medium plasticity. The laboratory testing is summarized in Table I. -4- No free water was encountered in the borings at the time of drilling or < when checked two days later. The subsoils were generally moist. FORMTION REOOMMENDATIONS Considering the subsoil conditions encountered in the exPloratory borings and the nature of the proposed construction, we recomwnd the residence be founded with spread footings bearing on the natural granular soils below all topsoil. The building foundation excavation may extetxd into the underlying clays. We expect bearing on the clays will be acceptable. The design and construction criteria presented below should be observed for a spread footing foundation system. The construction criteria should be considered when preparing project documents. 1) Footings placed on the undisturbed natural granular soils should be designed for an allowable soil bearing pressure of 2000 psf. Based on experience, we expect settlement of footings designed and constructed as discussed in this section will be about l inch or less. 2) All existing fill, topsoil and any loose or disturbed soils should be removed and the footing bearing level extended down to relatively dense natural granular soils. 3) The footings should have a minimum width of 16 inches for continuous walls and 2 feet for isolated pads. 4) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. placement of foundations at least 36 inches below exterior grade is typically used in this area. 5) Continuous foundation walls should be reinforced top and bottom to span an unsupported length of at least 10 feet. Foundation walls acting as -5 retaining structures should also be designed to resist a lateral earth pressure corresponding to an equivalent fluid unit weight of 50 pcf. G) A representative of the soil engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. The natural on -site soils, exclusive of.topsoil, are suitable to support lightly to moderately loaded slab -on -grade construction. TO reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and'slab reinforcement should be established by the designer based on experience and the interned slab use. A minimum 4-inch layer of free -draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of Minus 2-inch aggregate with less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard proctor density at a moisture content near Optimum- Required fill can consist of the on -site gravels devoid of vegetation, topsoil and oversized rock. DI V Di Although free water was not encountered during our exploration, it has been our experience in mountainous areas that local perdu d groundwater may develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below grade construction, such as retaining walls, crawl space and basement areas be Protected from wetting and hydrostatic pressure buildup by an undezdrain system. The drains should consist of drain tile placed in the bottom of the wall backfill surrounded above the invert level with free -draining granular material. The drain should be placed at least 1 foot. below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet. Free -draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 2 feet deep. The following drainage precautions should be observed during construction and maintained at all times after the residence has been ccupleted: 1)' Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximcnn standard proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. Free - draining wall backfill should be capped with about 2 feet of the on -site soils to reduce surface water infiltration. 4) Roof dawmPouts and drains should discharge well beyond the limits of all backfill. -7- •LINIITATIONS This report has been prepared in accordance with generally accepted soil and foundation engineering practices in this area for use by the client for design purposes. The conclusions and recommendations submitted in this report are based upon the data cbtained from the exploratory borings drilled at the locations indicated on Fig. 1 and the proposed type of construction. The nature and extent of subsurface variations across the site may not become evident until excavation is performed. If during construction, fill, soil, rock or water conditions appear to be different from those described herein, this office should be advised at once so reevaluation of the recommendations may be made. We recommend on -site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the soil engineer. Sincerely, CF I NORMMN, INC. By. Daniel E. Hardin, P.E. Reviewed By Steven L. Pawlak, P.E. DEH,/ec cc: Morter Architects, Attn: Jim Morter IJ 00 � r � .000 1 BORING I PROPOSED '� / _ i BUILDING —J / AREA 000,� ro el IN 44 BORIN 2 / cp \ / _— \\�,; J� APPROXIMATE SCALE EXISTING POND rvl / 8' DEEP ��--"� _ EXISTING HOUSE 100, �J 14 500 90 1 ChenONorthern,Inc I LOCATION OF EXPLORATORY BORINGS I Fig. I LCUGIVU. ® Topsoil; organic sandy clay, silty, slightly gravelly, occasional cob to medium stiff, moist, dark brown to black, tiles, soft © Clay (CL); silty, sandy, with occasional gravel and cobble -size basalt fragments, very stiff to hard, moist, reddish brown. rrRmyj Gravel. (GC) and cobbles, clayey, sandy, subangular basalt fragments, dense moist, brown. , Relatively undisturbed drive sample; 2-inch I.D. California liner sample. Drive sample; standard penetration test (SPT), 1 3/8-inch I.D. split spoon sample, ASTM D-1586. 5/12 Drive sample blow count; indicates that 5 blows of a 140-pound hammer falling 30 inches were required to drive the California or. SPT sampler 12 inches. NOTES: 1. Exploratory borings were drilled on April 4, 1990 with a 4-inch diameter continuous flight power auger. 2. Locations of exploratory borings were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory borings were obtained by interpolation between c on the site plan provided. 4. The exploratory boring locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between material ;,,apes and transitions may:;be gradual. 6. No free 4f:.;er was encountered in the bor:=gs at the time of drilling or when checked k,wo days later. Fluctuations in water level may occur with time. 7. Laboratory Tasting Results: WC = Water Cootent (%) DD = Dry Density (pcf) +4 = Percent retained on No. 4 sieve -200 = Percent passing No. 200 sieve LL = Liquid Limit (%) PI = Plasticity Index (%) 4 300 90 1 ChenoNortheM,Inc Legend and Notes Fig. 3 Boring 1 Boring 2 Elev. = 66' Elev. = 74' 4 75 - 75 G 70 OV IV WC123 70 DD=99 0. 50/3 65 0� 10/25 65 5/12 .; a) DD=84 LL=344 +� a, PI=17LL- v 60 o0 31/12 0 60 +' > °o +4=63 =200=11 17/ 12 WC=24 a, ;• .o DD=102 > a, w do w 55 o. •� o; 40/12 .00 55 20/12 50 30/12 50 a5 45 Note: Explanation of symbols presented on Fig. 3. 4 300 90, J -ChenONOrthern,Inc Logs of Exploratory Borings Fig. 2 0 0 1 E 2 O U 3 4 5 6 7 8 Ehl.,111111IM111Moisture Content 23 percent Moll 11111MIllBoring ■■IlilIIl■■1111111■■Illllu, ��111111��■1111111■■11111�, ■■I�IIIIEs��Il�IIII■■Illllh ■■1 11111111il.1111111 ■■11��lll��lllllll����i��il ■�11 il�■�imu■■�nmi �■INIII�■1�11111■■Illllgl 9L 0.1 Z 0 i 3 1 lu APPLIED PRESSURE — ksf 1uu Moisture Content 24 percent Dry Unit Weight 102 pc1 Sampleof: sandy clay From: Boring 2 at 15 feet oil ■■uu��■�mm■■��ma U.) Lu lu luu APPLIED PRESSURE — ksf 4 300 90 1 Chen -Northern, Inc. I SWELL -CONSOLIDATION TEST RESULTS I Fig. 4 CA-1-79 NIIIIIIIIIIIIIIIIII�1 � 11NIIIIIIIIIIIIIIIIII ■ 11111111111111111111111 VIIIIIIIIIIIIII�1111 �� �11111111111111111111� 1 1111111111111111111■ 0 c D m O m m m m c r Ch .Pb o- 1090-91 J4- JOB NAM1 IL � `z4 JosNo. JOB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED JOB COST SUMMARY TOTAL SELLING PRICE ZY__ I A '� :✓. I �+( f mall TOTAL MATERIAL TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOIAER Product 278 ®® NEW ENC * s //- /3 - 9/ 'OLDER Printed in U.S.A, b y k —f. f 7 � T ll +j( 1 =J ti O , I r I AiiTi1T' 16 z � -O i v e i } �1 ^r r T� �I �► i q :. I: :.::.::.:.:.::.: J 1 iLL s ,03 n I N n '. ..:.•. :•.� ..•.:,...em.�.s�. 4000 ;:..`...:•: : •• " I .•._..• . '...".: . i L w II -77 •. ..•..•....•.•.•.•.. •.•..•..•.. ------------- L ! •i I 0 �' : := aX. i . 1 . z. L- "�»t- � � \ I „ f. \✓ it _ :�•`�-sue::; ' �-XI�TEi, � Eta r r 7; Ton is :•:•i 1 't27 rtEtA4a4N 4W, 1b \ HIGH 1-•IATC-c � Rip up.P)- J 94 1 l � F �J ..... W C ,z,� '� LU _ cc = O, cn < J o Q J cn z 0 V Q a E-- o a o Q... LL L a M m cc Cc L CC cc) � < v UJ J M ° of 2 2 •sheets INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT Eagle County Department of Environmental Health PERMIT N2 0876 P.O. Box 850 - 550 Broadway Eagle, Colorado 81631 Telephone: 328-7311 or 949-5257 or 927-3823 YELLOW COPY OF PERMIT MUST PLEASE CALL FOR FINAL INSPECTION BEFORE BE POSTED AT INSTALLATION SITE COVERING ANY PORTION OF INSTALLED SYSTEM Owner: James W. Griffith, Jr. Telephone: 963-2943 Address: 3148 Upper Cattle Creek Road Carbondale, CO 81623 System Location: Same >M6AM Installer: Andy Schwal l er - Divide Corporation License Number: Conditional installation approval is hereby granted for the following: Minimum requirements: 1�0 0 Gallon Septic Tank or Aerated Treatment unit Absorption area of dispersal area computed as follows: Percolation rate:_ Inch in Minutes Absorption area per bedroom Sq. Ft. Number of Bedrooms 3 X Sq. Ft. minimum requirement per bedroom - equals Total Sq. Ft. minimum requirement Special Requirements: Minimum 1000 gallon septic tank- 24n fppt of in" SR 2 equals two (2 ) oot lengths of 10" SB 2 with a diver Date: 9-26-88 Environmental Health Officer:- Sid Fox CONDITIONS: 1. All installations must comply with all requirements of the Eagle County Individual Sewage Disposal System Regulations, adopted pursuant to authority granted in 25710-104, 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 III, 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: 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. I11}l�!}� 8F 1b'S INSTALLED ABSORPTION OR DISPERSAL AREA: q0 - Q. FT. INSTALLED SEPTIC TANK: 000 GALLONS; DEGREES; FEET DESIGN ENGINEER OF SYSTEM: __ Also biC b ea- (� /Z i ^► INSTALLER OF SYSTEM: _b Iyi PI ((22 - S( SZh(JJA-110-d PHONE:. SEPTIC TANK CLEANOUT TO WITHIN 12"OF FINAL GRADE OR / AERATED ACCESS PORTS ABOVE GRADE: YESy NO PROPER MATERIALS AND ASSEMBLY: YES i✓ NO COMPLIANCE WITH PERMIT REQUIREMENTS: YES NO COMPLIANCE WITH COUNTY / STATE REGULATION REQUIREMENTS: YES �NO COMMENTS: (Any item checked NO requires correction before final approval of system is made. Arrange a re -inspection when work is completed.) DATE (Final Approval) ENVIRONMENTAL HEALTH OFFICER DATE (Re -Inspection) ENVIRONMENTAL HEALTH OFFICER: RETAIN WITH RECEIPT RECORDS PERMIT Name of Applicant: James W. Griffith, Jr. Name of Owner: Same Amount Paid: $275.00 Receipt Number: 399 Date: 9-6-88 Cashier: J . Brophy Checks 2027 and 2028 White and Pink Copies - Environmental Health Department Yellow Copy - Applicant / Owner APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT \ ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY No. 3 230 \ 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: TRrr1em W . Gv. .,'r+Tk MAILING ADDRESS: 31%48 Upj2y,g C*mg� C+effyy_ T,-xro PHONE: 963 -a S 51.3 NAME OF APPLICANT (If different from owner): - - ADDRESS: PHONE: DESIGN ENGINEER OF SYSTEM (If applicable): ADDRESS: PHONE: PERSON RICENSEDBINSTALLERSTA(LAjIOESOF SY(<):NO jVjZWin- Ea e . u.1Lvo 5ctwq 1ra ADDRESS: 1716 Emma 200P'►SYt,.-r, Q 4162/ 9PHONE: 927- 50?- PERMIT APPLICATION IS FOR: (X() NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Physical Address: Z) 4IyPPave CAj rLs-( �c e*-x Kv,%O Ca*LJ%0rA&,.1X' CO eL6a3 Parcel Number: Lot Size: Legal Description: 5eaF A-rrau.F,jn BUILDING OR SERVICE TYPE (Check applicable category): x' Residential - Single Family ( ) Residential - Fourplex ( ) Residential - Duplex ( ) Commercial (Type) ( ) Residential - Triplex NUMBER OF PERSONS: I NUMBER OF BEDROOMS: 3 WASTE TYPES Check applicable categories): Commercial or Institutional (X) Dwelling ( ) Non -Domestic Wastes ( ) Transient Use ( X ) Garbage Disposal ( x) Dishwasher ( X) Automatic Washer ( ) Spa Tub ( ) Other (Specify): TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: k 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 ( X) NO IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: (X) 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: ( V) Well ( ) Spring ( ) Creek/Stream Give depth of all wells within 200 feet of system: ,5rr,&ft � war,., q"1 - 45011177O 6 If supplied by�comm nity water, give name of supplier: SIGANTURE: DATE: 9006® INFORMATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER: GROUND CONDITIONS: Percent ground slope 5170 SOIL Depth to Bedrock (Per 8' profile hole) plC Depth to Groundwater table Ole_ PERCOLATION TEST RESULTS: _ Minutes per inch in Hole#1 Q0 rM P,� Minutes per inch in Hole #2 )qo`Z-ir- Minutes per inch in Hole #3 FINAL DISPOSAL BY: ( ) Absorption Trench, Bed or Pit ( ) Evapotranspiration ( ) Above Ground Dispersal ( ) Sand Filter ( ) Under Ground Dispersal �® �( ) Wastewater Pond ( ) Other C8 AMOUNT PAID: �_ RECET NUMBER DATE: NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION. (Environmental Health Dept. - Rev. 4/88) PERCOLATION TEST ENVIRONMENTAL HEALTH DEPARTMENT Eagle County FEE: $125.00 ISDS APPLICATION NO. 3 -a 3C�' OWNER: LEGAL DESCRIPTION: RURAL ADDRESS: TYPE OF DWELLING: e!M NUMBER OF BEDROOMS: DATE OF PERCOLATION TEST: 2-2-2 TYPE OF SOIL: TEST HOLES PRE-SOAKED: YES, NO TIME WATER DEPTH INCHES OF FALL RATE 1 2 3 11 2 3 1 2 3 1 2 3 d3 7,4 1 ` :'5 /irS 3'l8r2e 3 PERCOLATION RATE: jW1 P-1 RECOMMENDED MINIMUM SEPTIC TANK SIZE: 1 0 0 c) RECOMMENDED MINIMUM LEACH FIELD SIZE: Vff __ RECOMMENDED MINIMUM SQUARE FOOTAGE PER BEDROOM: 7 X SITE HAS BEEN REVIEWED AND TESTED FOR PERCOLATION RATE. Environmental Health Officer Date COMMENTS: I70' X 2 Val I dou-coenes. y,^ C w, S Rev. 5/31/84 EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICE sim Griffith jr. Name • B2.30 Date Routed 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: NIA Zoning Regulations: �0 Recommend Approval:. ✓ COMMENTS: BUILDING: Complies with - Building Permit Applied For: Buildina Permit Issued: Recommend Approval: COMMENTS: ENGINEER: Complies with - Roads: Grading: Drainage: Recommend Approval: COMMENTS: YES NO REVIEWED BY DATE v q7_� YES NO REVIEWED BY DATE ENVIRONMENTAL HEALTH: Complies with - YES NO REVIEUED BY Q4TE Floodplain Permit Necessary: I.S.D.S. Regs. Compliance: Recommend Approval: COMMENTS: J'1101Ov& ( C300 GA- t 00 STPT o-F to"' 562. �a Qtje+1,S 0 JOB NAME JOB NO. XIL JOB LOCATION BILL TO DATE STARTED 3 �}S upper Cates Of) Ca bur DATE COMPLETED I DATE BILLED JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL PERMIT # 876 OWNER: James W. Griffiths, Jr. LOCATION: 3148 Upper Cattle Creek Road, Carbondale INSTALLER: Andy Schwaller- Divide Corporation SIZE OF TANK: 1000 Gallons DWELLING: 3 BR Residence PERC RATE: 40 MPI ABSORPTION AREA: 240 Lineal feet of SB2 10" FINALIZED: 10-5-88 BY: Sid Fox 10B r / _E LLD: 1 S)OWINCA RANCH ROAD J E XIST I NGa STREAM EXISTING POWER POLE- 1 -27 O4' � dj a $ z I 1ct SC' � i - I PROPOSED WELL i LOCATION SITE PLAN...FOR- CARETAKERS HOUSE APMESS:E A OWNS OWNER: JAMES W. GRIFFITH JR. ADDRESS:3148 UPPER CATTLE CREEK ROAD CARBONDALECO. a l Ga TELEPHONE NO.: - 9lb3. 2945 1 COUNTY: E-AcaLE SITE SW Y4 OF THE SW Y4 , SECTION ?-3 LOCATION ' TWP. ? S RW-L 87 W G P M. MIST FROM SECTION LINES • c=' FT. FROM SOUTH SEC. UNE TO CTR. PT. OF "OUSE ' S (o0i FT. FROM WEST SEC. U E DRAFTSMh,WI . PHILL1P MICRA.S . PAYNE ADDRESS ; SAME A OWNER TELEPHONE ' MO. 303 - 9,03 - 2943 DATE-: 9 _ $ _ ... SGAt_E : 1 n ._� IO` _ SHEET p1= i EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PLEASE CALL FOR FINAL P. 0. Box 850 - 550 Broadway PERMIT MUST BE POSTED INSPECTION BEFORE COVERING Eagle, Colorado 81631 AT INSTALLATION SITE ANY PORTION OF INSTALLED SYSTEM 328-7311 or 949-5257 or 927-3823 PERMIT NO. No- 55 1 OWNER: William Hignett ADDRESS: P.O. Box B, Aspen, CO 81611 SYSTEM LOCATION: Lot 92, Blue Creek Ranch Subdivision LICENSED INSTALLER: owner will be responsible as installer is Not LICENSE NUMBER: **CONDITIONAL INSTALLATION APPROVAL is hereb licensed y granted for the following: MINIMUM REQUIREMENTS:1,000 gallon septic tank or aerated treatment unit. Absorption area or dispersal area computed as follows: PERCOLATION RATE: 1 inch in 10 minutes. Absorption Area per Bedroom 200 sq. ft. No. of Bedrooms 3 x 200 sq. ft. minimum requirement per bedroom 600 total sq. ft. minimum requirement. SPECIAL REQUIREMENTS: This 1'SDS° was engi'nee G"i=ed T p engineAr desigp must be followed for installation. DATE: November 18, 1981 INSPECTOR: Erik W. Edeen **CONDITIONS: 1. All installation must comply with all requirements of the County Individual Sewage Disposal System Regulations, adopted pursuant to authority granted in 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 building and zoning 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 III, 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: No system shall be deemed to be in compliance with the Eagle County Individual Sewage Disposal System Regulations until the installed system is approved prior to covering any part. Installed Absorption or Dispersal Area: sq. ft. Installed Septic Tank: gallons.�o��� Design Engineer of Syst . &eZ"`- 4 1� Installer of System: r�r-/j ,— Phone: Septic tank cleanout to within 12" of final ade or aerated access ports above grade? Yes No _ Proper materials and assembly? Yes fie' Compliance with permit requirements? Yes No Compliance with County/State regulations requirements? Yes No COMMENTS: (Any item checked "No" requires correction before final approval of system is made. Arrange a re -inspection when work is completed.) DATE: //- 1% -/ INSPECTOR: RF-TN-PFrTTnN nATF• TNCPP Tn p PLEASE RMIRM THIS POP.TInN 141TH YnUR SITE PLAN AND FEE(S) ,,28--7311 949- 5 57 7 - 3 • r M EN V I ROEIaT 1L HE„L i H BOX 850 EAGLE, COLORADO 81631 PER1'1IT FEE _ $150 PERCOLATION TEST FEE = S50 APPLICATION FOR INDIVIDUAL SE'. -'!AGE DISPOSAL SYSTEM PER111T NO. Z/y NAME OF OWNER: MQ, C-,hie= ADDRESS: FIN rp NSPew -Co. &Hail PHIWIE: 92S-4S7'7_— NAMI OF APPLICANT (IF DIFFERENT FROM O1,lNER): ADDRESS DESIGN ENGINEER OF SYSTEM (IF APPLICABLE): PHONE: ADDRESS: 4012 S. ggLkwo 5p, �..Tr A-% C�L6Nc���a0 g�(�PH0NE: _94<&.� ZpgZt PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: ��_d►����.,t A�o_'TC�I.�P�1J,�S ADDRESS: / PHONE. PERMIT APPLICATION IS FOR: (Xj New Installation ( ) Alteration ( ) Repair LOCATION OF PROPOSED FACILITY: County E1=LE. Lot Size tZ�.ac.N Igo.• City or Town, if within City or Town Limits LEGAL DESCRIPTION: STREET (RURAL) ADDRESS: 92 IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY? (X) Yes ( ) No BUILDING OR SERVICE TYPE: (Check applicable category) (X) Residential - Single-family dwelling ( ) Residential - Duplex ( ) Commercial - State usage # Persons 2 0 Residential - Triplex Residential - Quadplex # Bedrooms WASTE TYPES: (Check all applicable) ( ) Commercial or Institutional (X) Dwelling ( ) Non -domestic wastes ( ) Transient Use ( ) Other SOURCE AND TYPE OF 14ATER SUPPLY: ( K) Well ( ) Spring Give depth of all wells within 200 feet of the system: If supplied by community water, give name of supplier: TYPE OF INDIVIDUAL SEWAGE IDISPOSA.L SYSTEM, PROPOSED: (Al Septic Tank ( ) Aeration Plant ( ) ' .�aUl1, P'r'Ivy 1 i L_!Lr S,L.iIii� iUtisi 7 ( ) Pit Privy ( ) Incineration Toilet ( ) ( ) Greywater ( ) Other ( ) Garbage Grinder ( x) Dishwasher ( X) Automatic Masher ( ) Creek or Stream Chemical Toilet T.__yc_1 Illy, n.t[, CIJ.en IJJ.. Recycling, Other Use WILL EFFLUENT BE DISCHARGED DIRECTL'r INTO IWATERS OF THE STATE? ( ) Yes ()C) No Signature Date INFORMATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER GROUND CONDITIONS: Percent Ground Slope: `' Depth to Bedrock (per 8' Profile Hole C '7 G(� Depth to Groundwater Table SOIL PERCOLATION TEST RESULTS: �� h P Minutes per inch in Hole No. 1 Minutes per inch in Hole No. 2 ,f l( t1i nutes per inch in Hole No. 3 FINAL DISPOSAL BY: ( ) Absorption Trench, Bed or Pit ( ) Evapotranspiration ( ) Above Ground Dispersal ( ) Sand Filter ( ) Underground Dispersal ( ) 'Wastewater Pond ( ) Other f Bu;fLDINGDIVISION INSPECTION REQUEST P::O. Box 179 PHONE: 328-7311 E A G LE C O U N J Y D),TE 4--JOB NAME TIME RECEIVED V AM PM CALLER BUILDING FOOTING FOUNDATION FRAMING FINAL PARTIAL LOCATION: COVER INSULATION SHEETROCK VENEER ROOF PARTIAL LOCATION: PLUMBING ROUGH STANDPIPE FINAL W D C S PARTIAL LOCATION: MECHANICAL ELECTRICAL VENTILATION HEATING HOODS TEMPORARY ROUGH FINAL SMOKE DETECTOR PARTIAL LOCATION: PARTIAL LOCATION: ❑ OTHER ❑ PARTIAL. LOCATION READY FOR INSPECTION. r' 1 MON , ' TUE WED THUR FRI AM PM COMMENTS: G / GAG �- ❑ APPROVED ❑ DISAPPROVED\ ❑ REINSPECT ❑ UPON THE FOLLOWING CORRECTIONS: CORRECTIONS DATE EAGLE COUNTY ENVIRONMENTAL HEALTH ROUTE FORM // - /6- F / NAME 9/i DATE ROUTED �,� ���� APPLIC. N0. LOCATION Please review the attached Individual Sewage Disposal System Permit Application and return it and this completed form to the Environmental Health Office. PLANNING: Complies with: YES NO REVIE14ED BY PATE Subdivision Regulations: Zoning Regulations: Recommend Approval: COMMENTS: BUILDING: Building Permit Applied For: Building Permit Issued: Recommend Approval: COMMENTS: 70 / ENGINEER: Complies with: Roads: Grading: Drainage: Recommend Approval: COMMENTS: ENVIRONMENTAL HEALTH: Floodplain Permit Necessary: I.S.D.S. Regs. Compliance: Recommend Approval: COMMENTS: YES NO REVIEWED BY DATE YES NO REVIEWED BY DATE YES NO REVIEWED BY DATE � i CONSTRUCTION PERMIT APPLICATION Jurisdiction of EAGLE COUNTY USE THIS FORM WHEN APPLYING FOR ANY OR.A-LL--QF THE FOLLOWING PERMITS: CIRCLE THOSE THAT APPLY— [ A ] Building [ B ]' Plumbing [ C ] Electrical [ D ] Mechanical [ E ] Road Cut/Right of Way [ F ] Individual Sewage Disposal System [ G ] Grading [ H ] Sign Applicant to complete numbered spaces only. JOB ADDRESS 1 LEGAL DEAL LOT NO. BLK TRACT 1 ❑SFE ATTACHED SHEET 1 OWNER 2` MAIL ADDRESS ZIP PHONE CONTRACTOR 3 ,. MAILADDRESS PHONE LICENSE NO. ARCHITECT OR DESIGNER 4 MAIL ADDRESS PHONE LICENSE NO. ENGINEER 5 MAIL ADDRESS PHONE LICENSE NO. LENDER 6 MAILADDRESS BRANCH USE OF BUILDING 7 No, of Dwelling Units 8 Class of work: ❑ NEW ❑ ADDITION O ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE 9 Describe work: 10 Change of use from Change of use to 11 Valuation of work: $ 14 Total floor area of structure: 12 Acreage or sq. footage of lot: 15 Height of structure above finish grade: 13 Sq. footage of lot coverage: 16 Special Conditions and Additional Information: 17 Energy Award: SITE PLAN MUST BE INCLUDED WITH THIS APPLICATION: exceptions are listed in Eagle County Building Resolution. For site plan preparation instructions refer to Eagle County publication "Graphic & Submittal Requirements for Site Plans". 18 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS _ /f APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT DATE HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER (IF OWNER BUILDER) DATE APPLICATION ACCEPTED BY PLANS CHECKED BY APPROVED FOR ISSUANCE BY White Copy —INSPECTOR Canary Copy —APPLICANT Pink Copy —ENVIRONMENTAL HEALTH Gold Copy —ASSESSOR JOB NAM[ 0551 Hignett Creek Ranch Cattle Creek Lot 92 Blue Sub 3148 Upper IIT JOB NO� � S� Ana � ncerrnni BILL TO DATE STARTED DATE COMPLETED DATE BILLED JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL PERMIT # 551 OWNER: William * gnett LOCATION: Lot 92 - Blue Creek Ranch Subdivision INSTALLER: Owner Design Engineer - Dave Grounds SIZE OF TANK: 1,000 gallons DWELLING: Residential - 3 bedrooms x 200 sq.ft. PERC RATE: one inch/10 minutes (600 sq.ft.) TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT Finalized -)-' -11 l _. 11-16-81 By: Erik Edeen _DER 11 Printed in USA f Untreated Building Paper or 1'61 1 6 2" of Hoy or Straw 0 TOPSOIL p a - — o -- f f I/2- 21/2 Washedr Grovel m F t 1 � 3" O Perforated P V.C. ASTM D2729 R ABSORPTION TRENCH GENERAL NOTES: 1) All materials and field ccastruction to meet Eagle County regulations on Individual Sewage Disposal Systems. 2) Location of septic tank arl leachfield are approximate and may require field adjustment. to be 3-inch diameter Sewer and Drain ASTM D2729. 3} 4) tali sewer pipe The septic tank shall be bedded on three inches of minus 1/2-inch 5) material. All connections to the septic tank and distribution boxes shall be grog ited and leakproof. 6) 5' of cast iron or 3034 PVC shall be used for house connection and at inlet and outlet of septic tank. DESIGN CRITERIA AND CALCULATI)NS: 1) Percolation rate 10 min./inch 2) 3 bedrooms 3) Regnirec trench area 600 sq. f t. 4) Septic tank required - 1000 gallon SITE PLAN FOR SEPTIC SYSTEM -\\--I\Tonk w X t\ 94.9 E X I S T I N G HOUSE NOTES: 1) Contour inte 7al - 1 foot 2) Benchmark -(,round at southwest house corner - Elev. 194.9' 3) O designs s a tree moo_ Q o A ENVIRONMENTAL. HE�Lf� PJ 20 0 20 410 SCALE: I inch = 20 feet SITE PLAN FOR SEPTIC SYSTEM ounta'n engineering 6 lond vvrvvytnp co. 406 So. Hyland Sauore Sups A I Glenwood Springs, Colorado &601 (303)445-2U43 PREPARED FOR Bill Hignett DRN. BY DSD CKD. BY DWG SHEET OF DATE 1 i /I j/R1 I SCALE „= 20' I JOB NO.