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HomeMy WebLinkAbout14 Canyon Ct-MainHouse - 193926101008KOACO MC 190 L e7 opt f a5D 6'i9LLe)N ed'lyel fTEON IN/ET lJET t r '.&4"fY /71N, / - w f J f / e 10 /vT. 'S ,T- 4" C' I P/Pr &_-A`E %y /FT /1/N: WA"A �'Of TEI�. SEi9GE0 TO &9,5 //V - d✓� Cr9UL h'iNG C'D/�JPDI//1I0 \I '1 J: -19L %51 ti//T/i R&45el5 R (34hi/'IF T llz/�,V12: w sir,-G'� E P//ft,SE 3"' YEN)1PE D Pai✓Ei4 ��1/PPL �„��, � .� z : � DlJT,: J�,�?E�/ ENCE �Zc_ �SU/�lt' CGYER _ y �,• O D„�P/ENG �`EfIC lNL �T PL�9c T/C' P/PE -_ POL Y�TiY YG Ei1-'E OR /8 //V, ,,r r—) /i .Z"i9'OfJPT4/i' C°r>G'PL�°N� ✓9l t! TlJ ,Z (..7 rf/ oe, /%)%Z' f'L Ur !r,//TH l�E�`T Ti:11el' fEC',�PT/C1 E //.SY DR v;191 kz D/S�''h�lhGE' PIPE flLfl/P/7 FLD.�T TD D'E TD �5"l1DiD Y/�l�fJL �9L�9f��.�"l /'lc�G°rV'T�`D DN As/ z Z ,VEXT Ta ©rVTh'D� SOX _ a 41 MAR 11 1981 -- ENVIRONMENTAL HEALTH- 1'�©UrVO TDB DF EXIST/�/G �EEPr9v'�" TiPE�S/�'iyES G'iY©E /1/r9L �Q' D/'.�1/N/9G'E• p .2"Li9YEfr' DF STif'/9h/ fIYE� -'9TZD , ell 5/9N x ,> �„ PEl�FDr�h+T�I] r �; yP� E�D77D/7 Df i9L L Tif'ENi`iES E1 EYr9./G�iV ., i i//1 `i. _ �iDG f.�ENO � „TEE fdTTD/'� .�iF 7E� ll�:717L5171�9z L 4 c"T P//x' /N EN'TEff DF T�%rVi( 4;fe&7 6I TE' T/G'rYT; fii�TEfr'/D 4F cI. S1 EEYE TD 8� F/ZZ ED �uPh'.9LT/C i.SEf}G�`�i' �f'D1irS✓D P, Y, C', f'/P�' f�/YD NOS G'�Ol/TED h/frT"iPT/G'� T. 6�44/7' ShrftL 2 t5F -IEFT TD vw/ 4T LE�94 T .e4 'ENERAL 'COTES: 1) ALL MATERIALS, INSTALLATION PRACTICES, SETBACK REQUIREMENTS, ETC. SHALL CONFORM TO THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS. 2) THE POLYETHYLENE OR FIBERGLASS SUMP SHALL BE INSTALLED BELOW THE LOWER FLOOR SLAB REQUIRED BY THE RESIDENCES' PLUMBING. ALL 'PLUMBING SHALL BE IN ACCORDANCE WITH APPLICABLE PLUMBING CODE. 3) THE ENGINEER A,,*b EAGLE COUNTY SHALL BE NOTIFIED WHEN CONSTRUCTIM COMtIENCES AND KEPT ABREAST OF THE CONSTR,'CTION PROGRESS SO THAT SUFFICIENT INSPECTION CAN BE PERFORMED TO ASSURE CONFORMANCE WITH THESE PLANS. 4) IMPORTANT: THE OWNER IS HEPEIN NOTIFIED THAT THE PUMP SPECIFIED IS UOT A GRINDER PMlP AND ONLY CAPABLE OF HANDLING 2" SPHERICAL SOLIDS, THERFORE, CARE MUST BE EXERCISED IN FLUSHLIG OF TOILETS TO ASSURE TROUBLE -FREE OPERATIO14 OF THE SYSTEM. AT THE OPTION OF THE OWNER, A PAYERS WG 20 OF EQUAL GRINDER PUMP MAY BE INSTALLED WHICH WILL PROVIDE GREATER SOLIDS HAtNDLI14G ABILITY. DESIGN CRITERIA: 1) 3 BEDROOMS x 2 PERSONS PER BEDROOM x 75 GPCD = DESIGN FLOW (Q) 450 GPD 2) PERCOLATION FATE (T) 20 tuft, j1°i. BY SA,, JOHNSON 3) ABSORPTION AREA A * .QfT Aa 450 A = 402.5 sq. ft. WITH GARBAGE DISPOSAL & WASHING MACHINE AREA NEEDS TO INCREASE BY 6OZ, THEREFORE A'r65O' SQ. FT. 4) LENGTH Of TRENCH NEEDED (L) _ 'AREA A) = 650 = 217 FT. 5) TRENCH WIOTh (W) _ 3 FT, TREN rC WIDTH 7F TRERCH DEPTH FILLED WITH GRAVEL BELOW PIPE (D) 4 FT. LENGTH OF TRENCH NEEDED (L) = 217 FT, NEW LENGTH OF TRENCH * L (W + 2) / W + 1 + 2D TIED LENGTH OF TRENCH a 217 (3 + 2) / 3 + 1 + 2(4' ) NEW LENGTH OF TR r3CH91 - NO. REVISION DATE BY SAM JOHN$ON LOT 7, RED CANYON ACRES JOB NO. 60,325 DRAYVN. RM ON -SITE SYSTEM APPR. 8JF PLAN SECTION c9 DETAILS SCALE Rio ��� nA E L A GL E COUNTY COLORADO SEE ELDORADO ENGINEERING COMPANY CONSULTING ENGINEERS RESISTEREp LAND SURVEYOR: P.O.. BOX 669 GLENWOOD SPRINGS, COLORADO 81601 TELEPHONE 1-303-945-8596 - OF