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Home My WebLink About4199 Trough Rd - 169107100021 (2)INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATIONSITE. ALTERATION PERMIT NO.2191A-02 BP #S 14782-14785 OWNER: RIO RANCHO LLC PHONE: 970-653-4431 MAILING ADDRESS: STAR ROUTE #3, BOND, CO 80423 APPLICANT: GLENN PALMER, ALPINE ENGINEERING PHONE: 970-926-3373 SYSTEM LOCATION: 4199 TROUGH RD., BOND, CO TAX PARCEL NO. 1691-071-00-021 LICENSED INSTALLER: BOB'S EXCAVATING AND HOME REPAIR, BOB FORD LICENSE NO. 10-02 PHONE: 970-653-4281 DESIGN ENGINEER: ALPINE ENGINEERING, GLENN PALMER PHONE NO. 970-926-3373 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR CABINS 2, 3, 4, 5, 6, 7, 8 & 9 2-1000 GALLON CONCRETE 2 COMPARTMENT SEPTIC TANKS, 1550 SQUARE FEET OF ABSORPTION AREA CREDIT VIA 50 HD10 INFILTRATOR UNITS SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER'S DESIGN DATED 7/20/02. CABINS 2, 3, & 4 WILL CONNECT TO A NEW 1000 GALLON SEPTIC TANK AND 2 SHALLOW TRENCHES OF 8 HD10 INFILTRATOR UNITS SERIALLY DISTRIBUTED FOR A TOTAL 16 UNITS (496 SQ FT OF ABSORPTION AREA) THAT WILL BE CONNECTED TO THE OTHER NEW DRAIN FIELD AREA FOR ADDITIONAL SAFE GUARD. CABINS 5, 6, & 7 WILL CONNECT TO A NEW 1000 GAL- LON SEPTIC TANK AND 2 SHALLOW TRENCHES OF 15 HD10 INFILTRATOR UNITS AND 1 SHALLOW TRENCH OF 4 STANDARD INFILTRATORS FOR A TO- TAL OF 34 UNITS (1054 SQ FT OF ABSORPTION AREA CREDIT.) THIS DRAIN FIELD WILL ALSO SERVE CABINS 8 & 9 (LAUNDRY FACILITIES ADDED) AS THE EXISTING DRAIN FIELD NOW SERVING THEM IS TO BE ABANDONED. INSTALL CLEAN -OUTS BETWEEN THE RESPECTIVE TANKS AND EACH CABIN WITH NO 90' ELBOWS IN THE BUILDING SEWER LINES, AND INSTALL INSPECTION PORTALS IN EACH TRENCH. RAKE ALL TRENCH SURFACES TO PRE- VENT THE SMEARING OF SOILS AND DO NOT INSTALL IN WET WEATHER. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR THE FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. THE BUILDINGS' CERTIFICATE OF OCCUPANCY WON'T BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEENJINSPEC ENVIRONMENTAL HEALTH APPROVAL: ,k_� DATE: MARCH 24, 2003 CONDITIONS: _-___._ ..............-_-...____._--_ _ 1. ALL INSTALLATIONS MUST COMPLY WIT 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 WILL RESULT IN 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 AREA: SQUARE FEET (VIA ) INSTALLED CONCRETE SEPTIC TANK: 1000 GALLONS LOCATED _ DEGREES AND _ FEET _ INCHES FROM INSTALLED CONCRETE SEPTIC TANK: 1000 GALLONS LOCATED _ DEGREES AND _ FEET _ INCHES FROM COMMENTS: ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: FROM RANCHO DEL RIO PHONE NO. : 970 6534355 May. 02 2002 10:26AM P1 Incomplete Rpplicati.ona Will NOT Be Accepted (Site Plan NUST be attaebed) Ism Permit # ;-I ,J Building Permit # APPLICATION FOR INDIVIDUAL SEW),OE DISPOSAL SYSTEM PERVIT ENVIRONMENTAL HLALTH OFFICE - 2AGL8 COUNTY P . 0. BOX 17:) EAGLE, CO e1631 Eagle (970) 32e-97S5, Fax (97M2e-03l9, El Jebel (970) 927-3823 rasa:*+ta#iisaaaaa,t�tasaaaataaaaAsa�ta*r+sst+rr*a+ae++as*sararlesssestc►+++wr • FEE SCHEDULE + * APPLICATION FEE $350.00 '► + THIS FZZ INCLUDES TH$ XEDS PI ALIT, SITE RVALVATION (PERCOLATION TEST, + * SOIL PROFILE DBSERVATION) AND FINIAL INSPECTION " * ADDITIONAL FZ8S MAY BE CHARGED IF A RVINSPECPION IS NEC£SSARY, OR A a + PRE -CONSTRUCTION SITE VZSTT OR CONSULTAT:rox i6 NEEDED ¢ • RErUSPECTION FEE $47.00, PRE-CORPTRJCTION SITE VISIT FEE $85.00 A * HIOCE ALL REMITTANCE PAYABLE TO: "EA34S: COUNTY TREASJR2RVI + isa.�*AaAaa•�i aia}iai#A.�iaai►i Aaiaaakaaaa Aaaaa4�a#a*#*a#Aw*a#Apia rd w}�+4++s*aw PROPERTY OWN211; LUC � �%S�F� ��F�►1 NAILING At)DP.ESB: TAT ;e��rF�` j��P rio co. 8b PxOrtE: `I�o��53-yy3! A.PPLICAvT/CONTACT PERSON: laLEN&. j%4�� ° _ LICENSED SYSTEMS CONTRACTOQ: 800 PoR:r,' ^_ PHONE: 97co-b53-9281 COMPANY/011A : ADDRESS; *h+++wf.Rwu*TV* #7**+++*V*********a0*a44aa **+wa,*******♦►av PERMIT'APPLICATION IS FOR: ( ) NEW INSTALLATION W ALTERATION ( ) REPAIR LOCATION!' 0? PROPOSED iNDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal. Description: TWv PARCWL,S. :ncaT�� : a c 2,4�7- BF?. 2F4-7 .r2S, �' 2L� Tax ttarcel Numbez : % e `� G 3 ( Lot $ i ze : APp c Phys:.cal Address: t. - 1.11,L I L ' BUILDIN5 I*WE: (check applicable category) ( ) WE: Family Number of Bedrooms ( ) EResidential/Multi-Family* Nuni er of Bedrooms OKI Commercial/Industrial* Type *These ,sywtems rt-quire design by a Registsrel professional Engineer 7YPL OF WhTER SUPPLY: (Check applicable eat-agory) (x) Well ( ) Spring ( ) surface ( ) Public Nam& of SuDDlier: APPLICANT SIGNATURE: =i �� Date : *##s+x*YAK *•w pf A+r*+!**An##a#**d**+Fi#+#i iif+s;*•f few**4***,a*yq*#xtii+at**a+a*i A��c-]-- ---. MOt3N'T' :�A9: D RECEIPT # : : � � "� / DA'1`F.: CHECK # t „_,'�� i / CASHIER: .r. Z•d re, vi -77-0/�- E'LE69460LG JNIU334IJN3 3NIdlU dLZ:ZO 20 i0 Few Via. 'e y AJL,_, NE ,.. maim � ENGINEERING-- INC. Alpine Engineering, Inc./P.O. Box 97/Edwards, Colorado/81632/970-926-3373/FAX 970-926-3390 ll� 1 fez _- . .. ' TRANSMIT"`(.._ A E: JJOB TITLE:�i�t-� . !d Name: �cYM Name: Company. tC—A&C.E GO f-teAu Company. J�kQC",Z) bt1. Company. Fax: Fax: Fax: Name: Name: Name: Company. Company. Company. Fax: Fax: Fax: Number of pages (including cover sheet) REMARKS: C tw 4wrou• S!J, LPMV)ays RECEIVED 2 5—+ P1 4,4 01 1rc IRONMENTq RNENT /PP&7':�' l;��'��' Me Y&19 ptrir- ► Pl IA'l, 717e 40Z ALPINE ENGINEERING, INC. Mr.� �41 C��,�...� "v Ate,-),. Eagle County Health Department P.O. Box 179 Eagle, CO 81631 Re: Rancho Del Rio Septic System Dear Please find attached Eagle Counties Department of Health application for approval for septic systems, a check in the amount of $350.00, and a site plan. Existing Conditions The Rancho Del Rio site consists of primitive cabins for rent, generally rooming houses, a small store, an owners residence, aprivate bathhouse for cabin renters, a private campg►•ound, and KK's BBQ (food sale), which have all pass processed/permitted for ISDS through Eagle County. Existinv Proposed Cabin # l Al Arts/crafts store — no plumbing 2 Al BB 3 Al BB 4 Al BBB4 5 Al BBB5 6 replace BBBB 7 replace BBBB 8 B BBBB 9 B BBBB 10 C2 C2 no change 1 I C I C l no change 12 C 1 C 1 no change office worker A2 A2 no change y office bedroom A2 deleted mobile home A2 A2 KK's A2 A2 Bathhouse A2 A2 (usage reduced) A 1 — 1 bedroom cabin, no plumbing, use bathhouse (bathhouse septic system) for toilet, shower, wash A2 — drains directly to bathhouse septic system B — 1 bedroom cabin, kitchen sink, shower, water, toilet — drains to field ("8&917) f C 1 — 1 bedroom cabin rooming house (50gpd/person) drains to field "10, 11, 12" Edwards Business Center • P.O. Box 97 • Edwards, Colorado 81632 • (970) 926-3373 • Fax (970) 926-3390 C2 — 1 bedroom residence (75gpd/person) drains to field "10, 11, 12" BB - 1 bedroom cabin, kitchen sink, shower, water toilet (laundry done in bathhouse). Drains to new I&Vj Field "2, 3, 4"� I �( BBB4 — 1 bedroom cabin, kitchen sinkA.cinedator toilet (laundry + shower done in bathhouse). Drains to New field "2, 3, 4") i BBB5 1 bedroom cabin, kitchen sin `incine ator toilet (laundry and shower done in bathhouse) Drains to Field "5, 6, 7, 8, 9" BBBB — 1 bedroom cabin, kitchen sink, shower, water toilet (laundry done in bathhouse) drains to new field "5, 6, 7, 8, 9" Water Use Breakdown Estimated Estimated Eagle Co. Regulations, Single Family House, GPD/ erson Cottage/Cabin, no toilet (incinerate) No laundry; has shower & lavatory, kitchen sink Cottage/Cabin with flush toilet no laundry , (cabins 89) 50GPDlperson @ cottage Cottage with incinerator toilet,no laundry, NO shower, has kitchen sink and lavatory. Bath/shower 14.7 GPD 13 12 12 Sink/Kitchen 4:4 4.5 4.5 4.5 4.5 Laundry 19.5 - - 15 Lavatory 8.4 " 3.5 3.5 3.5 3.5 Toilet 24.8 17 15 Dishwasher 1.8 none none none Garbage Grinder 1.4 none none none Total 75GPD 21GPD 37GPD 50GPD 10 (adjusted for 50 pd) Per Eagle County Regulations: Cottages and seasonal occupancy 50gpd/ff-' — Rooming house 50gpd/P�rs� f ESTIMATED SEWAGE FOR CABINS WITH INCINERATOR TOILET (non -discharge) NO LAUNDRY AND MISC. VARIATIONS. Summary of Cabin Features 3 °o > ' 0 0 ° L w 0 cn c m cn o w a o a o m. m a a Cn Y c cQ N CL 00) N 0 > co C aa) O J C. N t L L (� O m O L O L a m Q Q. a o (9 a C9 Cabin #1 #2 2, 3, 4 x x x x x 53 38 15 #3 2,3,4 x x x x x 53 38 #4 5-9 x x x x 50 15 _15 35 #5 5-9 x _ x x x 50 15 35 #6 5-9 x x x x x 53 38 15 #7 5-9 x x x x x 53 38 15 #8 5-9 x x I x x No*2 75 60 15*2 #9 5-9 x x x x No*2 75 601 15*2 #10 10-12 x x x x No*2 75 75 0 #11 10-12 x x x x I future 90 75 15*2 #12 10-12 x x x x future 90 75 15*2 Mobile Home No*1 751 751 75 * I - 3 persons total in the mobile home (-"_�2 — Future washing machine in cabins: 15 gpd/person for washing machine was added to the bath house and 19 gpd for washing/laundry added to the cabin to allow for both options (laundry either place). V.e,, -7 Jzaldz Estimated Sewage Generation Exist "Bathhouse" Field KK's BBQ pot/pan washing 30gpd x 150% = 45gpd 5 cabins (1,2,3,4,5) X 2 persons/cabin x 50gpd x 150%= 750gpd 1 bedroom office x 2 persons x 75gpd x 150%= 225gpd 1 day worker x 15gpd x 150%= 27.5gpd mobile home x 4 persons max x 752pd x 150%= 4502nd TOTAL= 1,498gpd Proposed "Bathhouse" Field KK's BBQ pot/pan washing 30gpd x 150%= 45gpd 10 cabins laundry (2-9, 11 & 12) x 2 person x 15gpd x 150%= 450gpd 2 cabins shower (4&5) x 2 persons x 12gpd x 150%= 72gpd 2 cabins handwash (4&5) x 2 persons x 8gpd x 150%= 48gpd Office bedroom (deleted) I day worker x 15gpd x 150%= 27.5gpd Mobile home x 4 persons x 75gpd x 150%= 450gpd TOTAL = 1,093gpd Well setback = 100' + 8' (93/100) = 107' (Reduction of 475gpd to the field) exist tank = (2 — 1,000 gallon tanks, first unbaffled, second baffled) exist field = 36 infiltrator units Required tank size = 1,093gpd x (30/24) = 1,366 gallons: 915 first, 450 second Exist septic tank 1,000 first, 670 second, 330 third Existing and proposed field "10, 11, 12" (no change) Cabins l 1 and 12 have hookups for possible washing machines. (2) 1 bedroom, I bed cabins (911,12) x 2 persons/bedroom x 75gpd x 150%= 450gpd (#10) 1 bedroom residence x 2 persons x 75gpd persons x 150% = 225gpd TOTAL = 675gpd Exist 1,250 gallon septic tank 18 infiltrator units 3 bedrooms, minimum 1,000 gallon tank<1,250, OK. Proposed Field "5, 6, 7, 8, 9" 2 cabins with shower, kitchen sink, lavatory, toilet C (.+") 2 cabins x 1 bedroom x2 persons/bedroom x 38gpd x 150%0 = 228gpd (1 cabin with kitchen sink, lavatory, incinerator toilet) 1 cabin x l bedroom x 2 ersons/bedroom x 15gpd x 150% 45Q d 2 cabins with shower, kitchen sink, lavatory, toilet, future laundry (9+ct 2 cabins xl bedroom x2 persons/bedroom x 60 gpd x 150% = 360 gpd TOTAL = 633 gpd PL-cv 712a�0r- Proposed Septic Tank Field "5, 6, 7, 8 9" Cabins 8&9 go to exist 1,000 gallon tank Cabins 5, 6 & 7 go to proposed 1,000 gallon tank (1,000 gallon is a standard, non special order size.) (or 1,000 gallon for 3 bedrooms.) The existing absorption area is to be relocated. Septic System 02, 3, 4 2 cabins x 2 persons/cabin x 38gpd x 150% = 228apd 1 cabin (incinerator toilet, no shower) x 2 persons x 15apd x 150% = 45apd TOTAL = 273gpd 3 bedrooms, mininnun 1,000 gallon tank. New field. Percolation Tests and Application Rate 3 percolation tests were performed. The last 10 minutes of the 3 tests were 16.7, 16.7 and20.8 min/inch, for an average of 20min/hr. A new soil profile hole was dug (March 2002) to confirm soil conditions. The soil appears to consist of silty sands with an occasional 6" — P diameter rock. An application rate of 0.6 appears to fit soil texture and percolation rate conditions. Absorption Area Field 2,3,4 Qpeak = 273gpd A = 273gpd/.6gpd/sf x 50% red = 228sf #units = 228sf/15.5 = 14.7 units Gives two equal rows of 8 + 8 = 16 units (two rows 50' long) Septic Tank =#2, 3 +4 goes to field #2, 3, 4 Field 5, 6 7, 8, 9 Qpeak = 633gpd A = 633gpd/.6gpd/sf x 50% red = 527.5sf #units = 527.5sf/15.5 = 34 units - 15 units, 15 units, Gives two equal rows of 14 units 4units. iTwo rows 87.5' long) 0, 71 Z %L7 L Septic Tanks Cabins #8, 9 drain to exist 1,000 gallon tank. Cabins 5, 6 & 7 to drain to new 1,000 gallon septic tank Glenn Palmer - r n`�. _ Colorado River `."r• L�"Bla.Jac,k '9 ck a�b. L \' I L STATE.1 Oil _ 1 ems; •---I: , o�('i>, ,,+ �, -� r _, L_ �- 1 IN L;4�, mil . r ogo i-�`--j- -1 .r11_ 13y•� '' �`� Im I f.,� GRAND CO ' � f i l oco ` — t i � IX7 GrJr BL_M'PUBL-IC LAN I (Zi p l D A R A P A I 10 zj 'KATE' N A T 1.0 N r N�l 1': Ar:L !{eCaNle. N,,,`1 eI 113-y C4, 1, 5TL Pwl •l Nn.r• � � • �� I�' - h- l._._ r r,• _!I I dF�`r� ih,crr' _ y70.7�� — Ski Iva, sy�1J ` - f154 �, 'l 5 i HAI d FJ q- VO ' v 7 c.s / 1,I 5vhn��Crak ST 'li I �/ lit, �cuv .1120 IN t\ i3 1 t WESTERN,',,�/✓ 544 1,00 RIO 682 !1r� 0�0 J ' �? f% - - 24', 4: - j o• ' Doti l .07202 717.. M.C'p _ = of \x7649 4418 I BM f i +7072 _ _p�\ I - - 1 del Rio \ _ 8 _ - I -- is (, 9 4417 • I it �. � - 0. 7650 w _ `V 4416 8762 l f 7922 FEET RT zz- ?'30" 1690000 FEET (NORTH) 363 364 35'^ 365 106 ° 37' 30" Mapped, edited, and published by the Geological Survey Control by USGS, NOS/NOAA, and U. S. Forest Service MN 1 z Topography by photogrammetric methods from aerial GN 1000 0 to photographs taken 1971. Field checked 1972 1 Projection: Colorado coordinate system, ia• �— 1'p0' 249 MILS (PIA � _ _ • north zone (Lambert conformal conic) is MILS (/fAlJ 10,000-foot grid ticks based on Colorado Tones AM. NATIc coordinate system, north and central 1000-metre Universal Transverse Mercator grid ticks, urM cRlo Arid 1972 MAcr+eTlc NORTH zone 13, Shown In blue• 1927 n North Americadatum. DECLINATION AT CENTER OF SHEET F;ne red dashed lines indicate selected fence lines ' _ .THIS- MAP^CDC TABLE 7-2 RECOMMENDED RATES CF WASTEWATER APPLICATION FOR TREN'H AND BED BOTTOM AREAS (4)(15(121a Percolatior, Application Soil Texture _ Rate Rateb min/in. gad/ft2 Gravel, coarse sand <1 Not suitablec Coarse to medium sand 1 - 5 1.2 Fine sand, loamy sand 6 - 15 0.8 Sandy loam, loam 16 - 30 ,.6 v Loam, porous silt loam 31 - 60 U.45 Silty clay loam, clay loamd 61 - 120 0.2e a May be suitable estimates for sidewall infiltration rates. b Rates based on septic tank effluent from a domest'c waste source. A factor of safety may be desirable for wastes of significantly different character. c Soi 1 s with perc-11ati on rates <1 min/in. can be used if the soil is replaced with a suitably thick (>2 ft) layer of loamy sand or sand. d Soils without expandable clays. e these soils may be easily damaged during constructiun. 214 BAN' CEL�10 F—X 1 STI SYSTEM #1 OF 3 Revised 4/17/95 ISDS Permit i Building Permit I I APPLICATIONi 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.Ci * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 7 PROPERTY OWNER: Yarmonv `fountain Partnership MAILING ADDRESS: State Route #3, Bond, Colorado, 80403PHONE: 303/653-4431 Glenn Palmer, Alpine PHONE: 303/926-3373 APPLICANT/CONTACT PERSON: Engineering, .Inc. LICENSED SYSTEMS CONTRACTOR: Clark Ewing ADDRESS: PRONE: 303/653-4410 PERMIT APPLICATION IS FOR: (X) NEW INSTALLATION Q) ALTERATION ( ) REPAI LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: Parcel Number: Physical Address: Rancho Del Rio Lot size: BUILDING TYPE: (Check applicable category) Number of Bedrooms ( ) Residential / Single Family ( ) Residential / Multi -Family* Number of Bedrooms ;pIpg- Industrial* Type (3) 1 bedroom cabins TYPE OF WATER SUPPLY: Public Well Spring ( ) Surface ( ) ) Name of Supplier: *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: AE,OUNT PAID: RECEIPTr"r CHECK ff 'f yx1Viv 1 vv S A-p Igo � rec e t V.e. a Co P� 0� A cfw I DATE: _ CASHIER: We f IL ig r,/ SYSTEM #2 OF 3 Revised 4/17/91 1 ST_1k)C-#2-/3 ISDS Permit I Building Permit t APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRON,1ENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-8755/927-3823(Basalt) PE,TLMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.Ci *************************************************************************7 PROPERTY OWNER: Yarmony `fountain Partnership MAILING ADDRESS • State Route #3 Bond, Colorado, 80403 PHONE: 303/653-4431 Glenn Palmer, Alpine PHOiiE: 303/926-33./3 APPLICANT/CONTACT PERSON: Engineering, Inc. LICENSED SYSTEMS CONTRACTOR: Clark Ew' - - - ADDRESS: PHONE: 303/653-4410 , PERMIT APPLICATIONi IS FOR: (X) NEW INSTALLATION (x) ALTE_RATION ( ) REPA1= LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: Parcel Number: Physical Address: Rancho Del Rio of size: BUILDING TYPE: (Check applicable category) umber of Bedrooms ( ) Residential / Single Family ( ) Residential Multi -Family* Number of Bedrooms (2) 1 bedroom cabins (#10 & #11), 1 bedroom full time residential cabin TYPE OF TER SUPPLY: Well) Spring ( ) Surface ( ) Public ( ) Name of Supplier: *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" DATE: SIGNATURE: AMOUNT PAID: RECEIPTOO CHECK #_ DATE • _ CASHIER: Paacso cF-L 21a 15T( SYSTEM #3 OF 3 Revised .4/17/94 ISDS Permit 1 Building Permit I APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT E!r7IRO►` TMENTAL 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.Ci * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 7 PROPERTY OWNER: Yarmony Mountain Partnership MAILING ADDRESS: State Route #3, Bond, Colorado, 80403PHONE.: 303/653-4431 APPLICANT/CONTACT PERSON: Glenn Palmer, Alpine PHONE: 303/926-3373 Engineering, Inc. LICENSED SYSTEMS CONTRACTOR: Clark Ewing -- - ADDRESS • PHONE: 303/653-4410 PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION (`�) ALTERATION { ) REP l= LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: Parcel Number: Physical Address: Rancho Del Rio of size: BUILDING TYPE: (Check applicable category) ( ) Residential /. Single Family Number of Bedrooms ( ) Residential / Multi -Family* Number of Bedrooms m rcial * pe (� Bathouse $ Single Service (paper), Food Service ; existing 2 br mobile home 1 Bed oom Office Residence, & Offi e o TYPE OF WATER SUPP e ) Spring ( ) Surface ( ) Public ( ) Name of Supplier: L *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" DATE: SIGNATURE: AY.OUNT PAID: RECEIPTT CHECK • CASHIER• FROM : RANCHO DEL RIO PHONEMar. 13 41Jt3G N0. : 970 6534355 - jar -7��k ctac J�PJ'r?oxtr�nrftr 17 wes-t f?aca=s t'•�,s+��o C.• l�a0t �oo� c�A1• (1oNtut6 XFF,"rrlcrt7 S'rN6<8 C. 1j e 4 foWAkF-V rs,JG /-/N-'S. •3a34 PYC 24 W' 13FcouJ Cnt ">6 . _.._......._.._fAc`c� 6AL ��FFl�O 1Atcl.�' ,�o f.✓c.YEs of Er9/'Tf1 c c �/y 7f 6 L f o , 5;g;" FROM RANCHO DEL R1O PHONE NO. 970 bS,546t>b mar. 1 J GbbG 11 - YJ14-1 rc 6t656d (?6310,5406- fit- t D • l�Li� 3y.y 31 fg- i S� 24 Y Z� zps' qtj i a �'FG'1ic SYSTt�"'t %�a�lD A��QSekPTiotit e� His RS' I�t/STrs'LZCG� ,3� FROM : RANCHO DEL RIO coMPOSTIONG TOILETS PHONE NO. : 970 6534355 Sep. 13 2001 04:20PM P1 Sun -Mar Model Selection Self-contained Unfts• All Sut,_l..far self-contained units come with evcsythtttg.neuded (or installation They an; walurless a tegwm no plumbing Installation K very (flick and easy since the only task is to assemble the 2" or vent stick supplitd with the unit. Capacity ratings vary With the size of the Bio-Drum, and the>n ratings can be doubled for short periods. Even so, it is always better to have a good safety margin, ai it possttsla, we- suggest YOU pick a unit with more capacity than you need Excel -NE Our acst sett" —needs no ofecefciry or .eater tv r. Sun -Mars unique $io-Drum dr-sign proved so successful that n non-electric version was created. For yearn, this large -rapacity, easyto•maintain strut has �� been the right choice for those without pow4r, or those who wish to conserve it. The " a l anu y-ef(ea" of the q" vent pipe facilitates airflow and elunutatus the need for elar-trines Handles a fanuly o! 4-4 for conaim use and 2 3 for residetitlal use, with ample capacity for guests. f 1, 12 volt fan inut;eses capacity and evaporation rnr heavy residential use. 1.4 watts Unit, 57 Ibs. SuPPing• 95 ibs 22.5- W x 29,, Hu 32" L. # Crlsl fScoel-NE #LT151 Reg, $also Sale $825 M 12V Fan $46 Excel Ifth Capac+ty AC with hen and neaffrig element 0 � Offers thv same high -capacity Bio-Drum as the Excel -NE, but evapornting and cootposting capacity is increased by a thenuosmancally mntrolleel heating element to the rinse. and a 110 volt fan in the unit. Easy to maintain, just plug it in, arirl peat moss and turn the Arum a. ctirectd. Capacity u b.8 people for vacation use, and 3-5 in residential use. 1.50 watts. r th 80 um Slapping. S00 Ibc 27" W x 35" f i x 3.5" L. #C7101 Excel R-9. sioso Sale $980 Sk scr4501 Pail & looter 046 f The Excel is also available 1n an ACIDC version that amtex with duel vent 7\: stacks. When you need to conserve power, you trot operate it without -' ' electricity or with the 12 volrian, which Is included with the E.^teet Handy tAC/DC. 1�e pl 1fil� o those oar grid plant ing to convert to AC' power. tit those simply wanting to conserve the powei as well as the water! See the electrical and capaciry ratings lot the betel and Excel-NL+ to gauge power draw and ca f,aciry Li AC or nC mode. Unit. 601bs Shipping, 110 lbs. 22.5" W x 32.5" N x 33"i. OCT104 excel AC/DC Aeg.81190 Sale$1060 4ft Compact sfegant ar P.nf� Ac ..:a �•u� .�,•"a�. perfect foe those with a sown home or a private cottage Engineered to incorporate the Sun -Ma Bio=Dnun into an ,elegant to daaiV a whose looks win complement any bathroom. Capacrry i. 3gn -q people for vacation use and l-2 people for residential use. 130 watt,'. Unit 501bs. 5hipphty, 901bs. 22" W x 27,5" I'l x 33" L. #Cl'106 Compact . AOV.9950 . Sale S880 g► urine Diverting 'toilets SOIYC n ices clement in wane manngemerat. Urine is biologically nerila and a great source tit nil ogcn vital to a heaully tieYwater system This: toilet separatos unmt and usas just 3 :• of wateq,to flush, Build Your own CumpostLt j chanabrr for Ids.t"rit i%`Lb break dosvrnlnrp sanitary humus for use as a soil eiasoncer. Without. water this pevraxs goes fast, Top aty porculaui ensures hyglrne and great, looks. le flush C17420 $572 e IItuh C77421 $673 ANY PRICE. Buv FROM uS, FIND A i.OWER PRICE IN 30 .OAY5 Pk WE'REFUnit) Tuc niccro�.r•v, 58 L 1.7a F-I L- F_ I I I F- r- I I U i I I rZ rZ K 1 11 U tF ,ppiroximate Edge of n River. August, 1993 ?A, 0 C)- C> ......... . band Existi field mWectiao Poftcd (Typ) ir 4 Unft 2V LV 9&76Ttang Cabin 12 'Jtijyam" I il I to '_ Cabin 11 Cabin ID Pro (Re :07 Exwtic �lstbgIQat* W QWID" s Cbt*i a Gravel Drive SeeGeneral watiee on Sheet 2 onSt ed Cabins -ed) CO co CO Fptoposed -10001, Se tic Tank ..:-.-,- M- 15 Units. Proposed 100!0!g:Ij.- Septic Tank Cm .01 Proposed Field 2.3.4 b A 273,GPD Proposed Field 5.6, 8.9 Y A Proposed ConstrUCO 4 0 =717 TI IC I M QDNI Tn Cnr-'l 17 f-r-11 11,17V C71,11 I U=nl -rU on'r= - 0 b /U.7Cb11a7Ili U A ! p1 Amftl ENGINEERING INC. Alpinc Engine,-WQ�. Inc=/P=O, Box 97/Edwo.r-i43, Colorado/81632/970-926-3373/fAX 970-526-339101 FACSIMILE TRANSMISSION ,GATE: ]Job 11TLE: '1Fwe"c =6 Pito I1rio.-,e:A7 �.¢?4f . j/ tia ne: dame: II C2' lComPF— 6t� LUFt>4� i1ij4 company.. romper,- l f Fox! Psi, fax: F'a x: Name: Name: VGme: 1 Company. Comp con Y. Compony. t ax: Y ox: Fax: i 11-lu l`ic'{f'}1Gi[+YG-jes � 'tCiUCi�iTt3 CGv_f is?�� 9 ��(� f j a� �` rYG°�v} t' AI / L REMARKS: 1 IPe 1 }ol Tj+ (J T La! `` r a l � 1 �i MQP-4 Q-Pn,M7 T1 1C 1 �:). M71DM Tr) - C=nr-1 C (`Ill IKITV Chll 1 Ul=nl TU .- 1 V W V . 1. 1 f G "1-r L11C GI1UII'lGCKII'lU . lU.7ebJJZJU P. i2 March 14, 2vv3, Mr. Ray Merry Eagle County Health Department Via Facsimile: Re. Rancho Del Rio Septic System Dear Ray: Following is a summary of the basis for determining sewage generation for cottages with no laundry or toilets. A water use breakdown for a single-family house is provided in the Eagle County regulations based upon 75 GPDlperson: Water Use Breakdown Eagle County Regulations Single Family House rPn/ erson oath/Shower 14.7 GPD Sink/Kitchen 4.4 Laundry 19.5 Lavatory 8.4 Toilet 24.8 Dishwasher 1.8 Garbage Grinder 1.4 i ozal 75 G15 This table has existed in the Eagle County Land Use Regulations for many years and in my opinion is based upon the (old) standard 3.5 - 4 gallons per flush toilets and non, water conservation devices. As an example, I have attached two (2) water invoices for nay house that represent recently installed low Bush toilets and 2 GPM shower head restrictors_ The invoices show that my family of four (4) uses 3,000 to 4,000 gallons per month (31 days per invoice). 4,000 gal/31 days/4 people = 33 gpd/person Edwards Business Center • BC, Box 97 • Edwards, Colorado 81632 • (970) 926-337, • Fax (970)'925-3390 INIA c-I R-ref R-`i Ti iF I P! ni7rPM T i- ! F7cf ^i i= fin! WTY PW— WgLinf TW foe" _'M .— — __ at. & ro nLr 1nG Ci1U 111CCIC 111U .7 fuziebi.' bu P. J (Note: I work 5 days a week, 2 kids are in school 5 days a week, wife works 3 days a week; not at Dome). Add: 4 people x 2 flushes x 1.5 gallons/flush 12 gallons 4 people x 2 wash hands x .5 gallon 4 gallons if four (4) people in the house full time = 49 GYD/person Since various references (including Eagle County's ISDS Regulations) identify cottage/cabin uses at 50 gpd/person and since 50 gpd app�rs to be a reasonable azno'.ant (my family that lives to a single family house uses 50 pgd), I then broke down the "various cottage uses to arrive at 50 gpd. Bath/Shower 1. Cabins are to have showers, (Not baths, which use more water;. Cabins will have low flow fixtures; reduce 20% from 14.7 gpd to 12 gpd. Sink/Kitchen 2. I would expect kitchen sink uses to be similar as a single-family house; held the same at 4.5 gpd/person. Laundry 3. I understand that cabins may be rented on a weekly basis where much of�-`� the dirty laundry would be taken home to wash. I would also assume that�'`� washing machines are the smaller compact type to fit in the smiall cottage, which would use smaller amounts of water. However, for option #2, I kept the same laundry use as a single-family home of 19.5 gpd. Lavatory 4. Based upon 7 uses per day at .5 gallonsluse = 3.5 gallons/person1day Toilet 5. Old 3.5 gallon/flush toilets: 7 flushes @ 3.5 gallon/flush = 24 gpd New toilets Trial # 1 10flushes x s..3 gal of lglush = 15 ga io7!!d y Trial #2 7 flashes x 1.5 gallon1flush =10 gallon/day MaP-4 P-PMM7 Ti 1G I P- fAPPM, Tf"t-FBI G r nII L iTt MA I WC-_n: TLJ onr_=. 77 ••.-•• iv .,.. i i. icro •ILr lI7G GI1U111CGIC111t7. 7 rU.7Cb.�.y.`1U Please see the attached table, which summarizes the information above. Additional Area for Absorption Area: The absorption field near cabins 8 and 9 are being relocated in order to provide minimum horizontal set'vacks between fields. (See attached plan) iyou have an � 400 A. �,I ? f y y questions, please call me. Sincerely, Glenn D. Palmer, PE GDPIms enclosures P.4 MnP-1 A-PiAR-, TI iF 1 P- MARM Tn- r7a(l P r'nI IMTV MA I W- Chf TW onr-c. A .. a. 1 V V V 1 1 . 1 V G I ILr LIIC CI1U 117 C Gm 117U � fU�Cb.34bU �s 1 IM y- i U-9 � I O U-i r-- �� C) O O U C U� N 46 a �tvLr) CU') c �� ICU �D l Utz 1 c�> m I I .n Q QS J zTu?olnccoC G q1 3 v Z0ZzzC3 l N� �rz I J a0 (7 Y C C N .� 2 cltfl� c O - Inc c E '=c�nc � mNtd� c asma �LL zMrZZLa z M W C o �j oNU cIO c c� z zzzo N ; N 0 t3c�� r2 t- iZ �l Ql t �_ toO]fgJ �F-aC71-- M.- MAP- I R-PGiirl.i TI IF 1 ?= vlAPM Tn _ FA(:,'i 1= rn INTY PKIL 1 4-IGOI TW Dnf=CZ - I ILI -- LIIG C 11 U 111 G C 1% 111 V .'7 /UzlCb.JJzjU 1 a �av 00 O 03 IF � U tV r In trs p 0 t�(0�� N 47 LD Z W � N A E U I O } C C O O C D w N0 0 r :� � _E co o V C O U � -CL 3 j C T C O N V�1 (f; - N � P- Lo �' � Ul LO :3 C Q Cl ~ 1-7 t�3 O v tali yam+ O p C V O �G - L m i UO N 7 +j CL @ ) j " O L CM 0 7 a @ o cei 5 I Ln 1 E 'Fa v O I a�i 3 a, � co N US �`namza�� ` . to a In r° Y� CL at o Q fl,n s o m a 0 U- 3 -grow aro ai o m ?r U aI—:`w c° o x M— rnO ruT OW 0>11 o- cmZZ 0 0 In C 0 a o I l0 �a a (Da- a C� Lq (D o 0 (? ut g b w b m y t L Q}}} C L C �/♦L�[� V 0 �2 m to Fo C] 0 I—� MMP-4P-PM(A, TI1{= '1P-MQPM Tn-CO(-1 F MIIKITY FKllI R.IGOI TW POF_`C -C .. sv __ 11G1 LIIG GI7V 117CCIC 111V EAGLE RIVER WATER $c SAIVIl'ATi01V DISTRICT 846 Forest Road • Vail, Colorado 81887 *****AUTO**S-DIGIT 81632 s GLENN PALMER PO BOX 101 EDWARDS CO 816tt32-0101 ii jj FF 11 u11VISIIIIIrrrrlrn �rIrIL'I1111l I�1 {r 11171'I L�Ii r11111I 1l III a ruzico,aa�u '..ACCOUNT NO. DUE DATE AMOUNT DUE AMOUNT ENCLOSED 25853000 01/07/2003 39.99 • Please sign and make checks payable to ERW&SD • Please write account number on check . When paying in person please bring enure statement SEE REVERSE SIDE FOR EXPLANATION OF CHARGES, CUSTOMER RESPONSIBILITIES, PAYMENT OPTIONS AND CHANGE OF �ADDRESS NOTIFICATION b EAGLE RIVER WATER & SANITATION DISTRICT 846 FOREST ROAD VAIL COLORADO 81857-5075 11311 IJIIIIII ( fr/ _ RETURN THIS STUB WITH PAYMENT (�[IEi 1'7� .irnl e / -,W 01 BILLING INQUIRIES 476-7480 ACCOUNT NO. JSERVICE ADDRESS `7 SEE (970) FAX (970) 476-8357 E-MAIL, customerservice0envsd.or 25$53000 0033 OLD COUNTY LN lA ' DATE OF BILLING ONSUMPTION READ DATE PRESENT READ PREVIOUS MO. READ PRE NT MO TH SAME MO. ST YEAR 1�/1��2ijn2 12112/2002 1720 1717 3 S CODE CODE DESCRIPTION T READ PERIOD: 11/11/2002 THRU 12/12/2002 31 days BALANCE FORWARD 42.73 CACH ACH PAYMENT -42.73 RU07 EDWARDS WATER USAGE 8.22 SE01 SEWER 18.85 WA07 EDWARDS BASE 12.92 �zv Vill ->DO NOT PAY <- We will deb t your bank acnt. Please do your part and continue to conserve water through the winter months. For information regarding water conservation, please visit our website (www.erwsd.orq). Customer Service Hours: Monday through Friday from 7 a.m. to 5 p.m. 970.477.5451. I I EAGLE RIVER WATER & SANITATION DISTRICT MIN P6 FOREST F1OAD, VAIL, COLORADO 81557 39-99 MOP-1 R—PPR7 TI IF 1 a! IAgPMr Tn- Fc:tm F rni IWTr PM1I 1_11=i3I TI-I vnr_c'- -7 i i . 1.7C r7Lr 111G CiIU 111MMK 111U EAGLE RIVER WATER & SANITATION DISTRICT N6 Forest Road • Vall. Colorado 81657 *****AUT0**5-DIGIT 81632 S-M GLENN PALMER PO BOX 101 EDWARDS CO 81632-010{1 { 4 4 114111111111111111111111111111f111111111i11111111ii111111,1111 b 1UUebjjUU P.H ACCOUNT NO. -,: DUE DATE -AMOUNT DUE AMOUNT ENCLOSED 25853000 03/05/2003 44.18 • Please sign and make checks SEE. REVERSE SIDE FOR EXPLANATION OF payable to ERW&SD CHARGES, CUSTOMER RESPONSIBILITIES, PAYMENT OPTIONS AND CHANGE OF • Please write account ADDRESS NOTIFICATION number an check • When paying in person Please bring entire statement EAGLE RIVER WATER & SANITATION DISTRICT 846 FOREST ROAD VAILCOLORADO 81657-5075 His 11111111111111 1111 1111(191111 11111111111111 1 111 11111111801 RETURN THIS STUB WITH PAYMENT BILLING INQUIRIES (970) 476-7480 ACCOUNT NO. SERVICE ADDRESS 5FE FAX (970) 476-8357 E-MAIL: customerservice@emd.org 25853000 0033 OLD COUNT` LN 1.0 DATE OF BILLING CONSUMPTION 02I14/2003 READ DATE PRESENT READ PREVIOUS MO. READ PRESENT MONTH SAME MD. LAST YE AR 02/10/2003 1727 1723 4 q CODE CODE DESCRIPTION AMOUNT READ PERIOD: 01/10/2003 THRU 02/10/2003 31 days BALANCE FORWARD 41.38 CACH ACH PAYMENT -41.38 I RU07 EDWARDS WATER USAGE 11.20 SE01 SEWER 19.80 WA07 EDWARDS BASE 1 13.18 ->DO NOT FAQ [- We will debit your bank acnt. Please do your part and continue to conserve I water through the winter months. For information regarding water conservation, please visit our website (www.erwsd.org). Customer Service Hours: Monday through Friday from 7 a.m. to 5 p.m. 97.0.477.5451 EAGLE RVER WATER & SANITATION DISTRICT + 846 FOREST ROAD, VAIL, COLORADO 81557 44.18 MAP-1 R-PR1717. TI IF 1 P _ fi,'-`iPf1 Tn! PQf .'i 3= rni IKITY MA i W- :iai TW onr c. a .- L V U J V U. 0 0 0 f1Lr 1IlC Gllb 1IlCCKl Ilb � f UUebjj:7U p.e AEA March 19, 28b3 Janet Ecaag% CO Health Dept Dear Janet: Invert elevations have not been provided on the AEI septic system plan: accurate topographic information is not available in order to provide this information. The contractor should lay out and field verify the inverts as required per information provide below, prior to constructing any septic system improvements. ,!Notify AE! if additional information is required. Following are recommendations for the slopes and invert elevations for the Rancho Del Rio septic system plan: 1. Provide 4' minimum ever and 2% minimum slope on sewer lines between the cabins and the septic tanks. 2. Provide 1% min slope on the sewer line downstream of the septic tanks. 3. Provide a maximum of 1 to 1.5 feet. of cover over the infiltrator units. 4. If less than 4feet of cover on sewer lines between the cabins and the septic tanks is required in order to provide requirements #1-3 above, provide 1" thickness of rigid Styrofoam insulation thickness for every foot of cover provided less than 4'. Sincerely, Genn Palmer AEI h93R-QfA-afAfA� TUI 1 MQ- 1 MOM Tr1. Cd(--1 C FT51 IKITV CK11 1 UC )1 TU ALPINE ENGINEERING, INC; Edwards Business Center. • PD. Box 97 • Edwards, Colorado 81632 (970) 926-3373 •_Fax (970) 926=3390 Water Use Breakdown Estimated - Estimated Eagle Co. Regulations, Single Family House, GPD/person Cottage/Cabin, no toilet (incinerate) No. laundry;. has shower & lavatory, -' kitchen sink Cottage/Cabin with'flush toilet no laundry (cabins 89) 50GPD/person @ - cottage Cottage with incinerator toilet, -no, laundry, NO shower, has kitchen sink, and lavatory. Bath/shower 14.7 GPD 13 12 12 Sink/Kitchen : 4.4 ' 4.5 4.5 4.5 4.5 Laundry 19:5 _ _ 15 Lavatory 8.4 - 3.5 3.5 15 3.5 Toilet 24.8 17 15 Dishwasher 1.8 none none none Garbage, Grinder 1.4 none none none Total; 75GPD 21 GPD 37GPD 50GPD 10 (adjusted for 50 pd) Estimated Sewage Generation Exist "Bathhouse" Field KK's BBQ'pot/pan.Washing 30gpd x 150% _, 45gpd 5 cabins (1-,2,3,4,5) X 2 persons/cabin x 50gpd x 1500/6= ,750gpd 1 bedroom office x 2 persons x 75gpd x 150%= 225gpd 1 dayyworke'r x 15gpd x 150%= 27.5gpd mobile home x 4 persons max x 75gpd x 150%_ 450gpd TOTAL— 1,498gpd Proposed "Bathhouse" Field KK's BBQ pot/pan washing 30gpd x 150%= - 45gpd 10 cabins laundry (2-9, 11&12) x 2 person x l5gpd x:1:50%=_ 450gpd 2 cabins shower (4&5) x 2 persons x 1.2gpd x 150%= 72gpd 2 cabins handwash (4&5) x 2 persons x 8gpd x, 150%= 48gpd- Office bedroom (deleted) 1 day worker x 15gpd x 150%= - 27:5gpd , Mobile home x 4 persons x 75gpd x 150%= 450gpd TOTAL = 1;093gpd Well setback = 100' + 8' (93/100) = 107' (Reduction of 475gpd to the field) . exist tank ='(2 — 1,000 gallon tanks, first unbaffled, second baffled) , exist field— 36 infiltrator units Required tank- size 1,093gpd x (30/24) = 1 ;3 66 gallons: 915 first, 450 second. -Exist septic tank : 1"000 first, 670 second, 330 third " Existing and proposed field "10,11,12" (no change) Cabins 'I and.,12 have hookups for possible washing machines. , (2) 1. bedroom, 1 bed cabins (#11:,12) x 2 persons/bedroom x 75gpd x 150%= 450gpd (# 10) 1 bedroom residence x 2 persons x 75gpd persons x.150% 225pd - TOTAL = 675gpd Exist' l,250 gallon septic tank 18 infiltrator units 3 bedrooms, minimum 1,000 gallon tan k<1,250; OK. Proposed Field 45, 6, 7, 8, 9" 4 cabins with shower, kitchen sink, lavatory, toilet 4 cabins x 1 bedroom x 2 persons/bedroom x 38gpd x 150% _ 456gpd (1 cabin with;, kitchen sink, lavatory, incinerator toilet) . _ 1 cabin x 1 bedroom x 2 persons/bedroom x 15gpd x 150% - ' 45gpd TOTAL — 501gpd Septic System Current Q,Pea k Proposed Q Peak Exist Septic Tank, :: Proposed, Septic Tank Exist Field, Proposed Field GPD; ._ GPD GALLON GALLON. SF SF Bathhouse 1A08 1,093 .' 2,000 - use exist 36 units, 558sf "10, 11, 121 675 525 1,250 use exist 18-units, 279sf "5,6,7,8,9"'. 228 501 1,000- use exist 712, units, 1,865sf ;relocate 14 units, 217sf "2 4" • 0 273 - 1,000 - 30 units, 465sf 2,401 2,392 TABLE 7-2 RECOMMENDED RATES CF WASTEWATER APPLICATION FOR TREN'H AND BED BOTTOM AREAS (4)(I1)(121a Percolation Application Soil Texture _ Rate Rateb min/in. gpd/ft2 Gravel, coarse sand <1 Not suitablec Coarse to medium sand 1 - 5 1.2 Fine sand, loamy sand 6 - 15 0.8 Sandy loam, loam 16 - 30 ;, 6 „ Loam, pe-ous silt loan 31 - 60 0.45 Silty clay loam, clay loamy fl - 120 0.2e a May be Suitable estimates for si dewal l infiltration rates. b Rates based on septic tank effluent from a domest'c waste source. A factor of safety may be desirable for wastes of significantly different character. c Soi 1 s with perc,+l ati on rates <1 min/in. can be used if the soil is replaced with a suitably thick (>2 ft) layer of loamy sand or sand. d Soils without expandable clays. e 1 hese Soils may be easily damaged during constructs un. 214 SYSTEM #1 OF 3 Revised 4/17/95 ISDS Permit • Building Permit # APPLICATIONi 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.Ci * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 7 PROPERTY OWNER: Yarmony Mountain Partnership MAILING ADDRESS: State Route #3, Bond, Colorado, 80403pHONE; 303/653-4431 APPLICANT/CONTACT PERSON' Glenn Palmer, Alpine PHONE: 303/926-3373 Engineerinh,.Inc. LICENSED SYSTEMS CONTRACTOR: Clark Ewing ADDRESS: PHONE: 303/653-4410 PERMIT APPLICATIONi IS FOR: ( ) NEW INSTALLATION () ALTERATION ( ) REPAY LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SY TEM: Legal Description: Parcel Number: Physical Address: Rancho Del Rio t size' BUILDING TYPE: (Check applicable category) ( ) Residential / Single Family Number of Bedrooms ( ) Residential / Multi -Family* Number of Bedrooms Industrial* Type (3) 1 bedroom cabins TYPE OF WATER SUPPLY: WellO Spring ( ) Surface ( ) Public ( ) Name of Supplier: i *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: AMOUNT PAID: RECEIPT CHECK #_ DATE: _ CASHIER: Vs A"-°1,,CA - (1,cms �rr Pot -,c�v be( 12,0 C-r 0r,� 1n� rec e i U , a Cofj of t 5`T 1 k)6r#Z/3 SYSTEM #2 OF 3 'ft��_' Revised 4/17/91 ISDS Permit I 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.C, PROPERTY OWNER: Yarmony Mountain Partnership MAILING ADDRESS • State Route #3 Bond, Colorado, 80403 PHONE• 303/653-4431 APPLICANT/CONTACT PERSON: Glenn Palmer, Alpine PHONE: 303/926-3373 Engineering, Inc. LICENSED SYSTEMS CONTRACTOR: Clark Ewing ADDRESS • PHONE: 303/653-4410 PERMIT APPLICATION IS FOR: (X) NEW INSTALLATION (X) ALTERATION ( ) REPAr LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYS EM: Legal Description: Parcel Number: Physical Address: Rancho Del Rio Lot size: BUILDING TYPE: (Check applicable category) ( ) Residential / Single Family Number of Bedrooms ( ) Residential /, Multi -Family* Number of Bedrooms TYPE OF (2)�1 bedroom cabins (#10 & #11), 1 bedroom full time residential cabin PLY: Well V) Spring ( ) Surface ( ) Public ( ) Name of Supplier: *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: ***•xyc***fir �r•k•k*ie yr•k**t t �r***t �r.t*ic•k5F*ie***fir***fir*•!e*�.•Ar Yr Yt***•k***it**ir k*ic***ir k*1r*fir is �"+ AMOUNT PAID: RECEIPT# DATE: CHECK # CASHIER: P.►-Jcso DF-L- tziv � 5 T I SYSTEM #3 OF 3 Revised.4/17/94 ISDS Permit 1 Building Permit I APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRO►`ti•IENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOY 179 EAGLE, CO 81631 328-8755/927-3823(Basalt) PEP -MIT APPLICATION FEE $150.0.0 PERCOLATION TEST FEE $200.Ci * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 7 PROPERTY OWNER: Yarmony Mountain Partnership MAILING ADDRESS • State Route #3, Bond, Colorado, 80403PHONE: 303/653-4431 APPLICANT/CONTACT PERSON•_ Glenn Palmer, Alpine PHONE: 303/926-3373 Engineering, Inc. LICENSED SYSTEMS CONTRACTOR: Clark Ewing ADDRESS: 'PHONE: 30 3 / 65 3-4410 PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION (�) ALTERATION ( ) REPAr LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SY'S-TEM: Legal Description: Parcel Number: Physical Address: Rancho Del Rio BUILDING TYPE: (Check ( ) Residential / ( ) Residential / TYPE OF WAT of size: applicable category) Single Family Number of Bedrooms Multi -Family* Number of Bedrooms Public ( ) Name of Supplier: L *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: A2".OUNT PAID: RECEIPTS DATE:_ CHECK # CASHIER: PHONE NO. : 970 6.534355 _ Mar. FROM RANCHO DEL RIO 6R 4f f 7 ZQ (sr 7��k t�,aS l,�PPR.�Xrr7nr�lY l x r�t�Ger{O � �t•5 C•'!1ADd ^ t j is �-�•-� , % . �JaNeft�/�lcsa Y u/ /6 n f�E�oCTc�4 d 6 %j L 4 COWAX "'r1,dG �lat�s ` ~� •� p } y f'Ye �t" f)rp �� o .... _..._......._..:fAG4� GA.G . ovaJ�fi�'� to �6 1 � . 3q - t g g. 1 a 'A T N ? o Y y� � �a �,✓ yEs a,F �rv�rtrcb,�r� tp= , to ff n4FA'r0 a rN�• a r tNpo,�r PcR r il.` r�c'l� �"Gt//�� /f?.e0 Y ,�,y`t ��9.5" �%• fi'�9� %yr.� �� /� � FROM : RANCHO DEL RI O PHONE NO. 97Ei by 34 55� rear. �J c�ec t t - r�4r,rl rc 6I65C,Aj( 37J 5 u -17 ;�o.,� 1,�,`. it •. k 4 7� t, qi 5�'�'G'1iC SYsTG�t %��D fA43Sor�PTio�i e� Ht✓� �5' /�t/S7'i9LL�l� �� ft1i�K �L*�%�G� j��'t' :��' � r �9'� fJT 1r'Ar✓�f/o I»1 �'/c� s•�Yc'd!><IG jaw Ns� Cy,,,�i,P/S' f�/I.� �i'r� Gi�iSar✓ �; �=j'/��c'� �. < F FROM : RANCHO DEL RIO COMPOSTIONG TOILETS PHONE NO. : 970 6534355 Sep. 13 2001 04:20PM P1 Will - Sun -Ma= Model Selection seu-cantalned Vnft Ali Sun -Mar self-contairned units came with evt•rythlug neoded for installation. They atu waturiess ar tttquiN no plumbing. Installation is very gtuck and easy, since the only task is to assemhle the 2" 1 ; vent stack supplltd with the unit. Copadly ratings vary with the size of the Bio-Drum, and the>rn ratings can be doubled for short periods. Even $a, It is always better to have a good safety margin, an if poeyiWa, . wt suggest yalt pick it unit with more capacity than you need. Excel -NE Our Ueyt rretfad-rraedff no 01--mcid or water •late' N f 3' { SUn-MnY9 4nlquo. Bla-Drum design proved do successful that a non•ehiculc version was created. For eavi, this 1 e• been the right chotee fort ee ewhorw(ntairi tout has those a, 9x w• power, or those wish to It. "chimrneyelfect" vent nt ,�� a The conserve the 4" pipa [adllWtesalrho Handles a fanuly of 4-8 for c rtnnrT neety cottage use and 2�3 for msidential w wuhh amlpir 12 volt fan inciva'ses capacity and i vaparadon for heavy Caparithe: forUt g,tor 1, residential use. 1..4 watts. SupPing• 95 lb, 22.5' W x 29" H), 32" L. Unit, 57 lbs. #Crt00 Excel -ME Rc9, saso Sale S825 Imo► #Crlsl 12V Pan $46 J.i . Excel t ff h Cepaclty AC with fen and headrtq element Offers the! same high -capacity Bio-llrum a e the Excel -NE, but vorntiny and crpo onipostlng capacity is increased by,, themtosiadcally cantmlled hearing a element in the tirtse. and a 110 volt fan in the unit. Ensy to maintain; just plug it in, amt peat moss and turn the drum as directed. Capacity is b.8 people for vacation use, and 35 in re identtAl use. 1.50 watts. Umt 601u,, Slipping. 100 lbs. 27" W x 35^ 11 x 3.5" L. #Cri01 6�tce1 -9. sioso Sale $980 W OCT4501 Fat1 & 3f0ter $46 L f' .• ttxtft , The. Excel is also avpilable in an AC/DC version that comes with di'al vent •y,��tri . 7 r �1%>> stacks. When you need to conserve power, you ran operate It withow decufc ty or with the 12 volt Ian, which i<included with the J�Mj:I ACillC. Handy - J®. ' to)'those oft gnd ptannfag to convert to AC' power. or MUSS �0 those simply wanting to conserve the power as well as the writer! Sac the elcctricat and cdp(Iclry ratings for the !_]sect and Excel -NU to gauge draw power and capacity In AC or 1)C molts. Unit, lbs. 22.5" W x 32.5" H x 33" L. 60 lbu Shipping, 110 OCT104 Excel AC/DC Rag. anso Sale$1060 M Compact ~r&' b709dn110-prof kAC Pcrfecttoe those with a SRWll home ora private ci,tteta E,, ii c oaata the Sun. g iPrteered to . ® O o*P Mar patented lath, run' into au elegant roundtd dasign ��}} 0 whose looks will complement any bathroom. Cdpacity i. 3-4 people for vacation use and 1-2 people for rrsidenbw use. 130 watt.. Unit 50 lbs. Shipping. 90 Ibs. 22" W x 27.5" H x 33" L. ffcrlOS Compact Reg.9950 Sale S880 tom► Uriue Diverging lbilets Solvp.4 key clement in waste manngementt. Urine is biologically ner,6 nd a great source of mrogcn vital to a healthy rr'eywater.system This: toilea separates trrim, and uva,s just 3 L 61 !wateq,to flush, Buikt.your own cumposti n j chamber for Ids, boat wM break down into sanitary humus for use as a % :enhancer. Without water this pnuccsq goes fast. Top MY Porcelain ensures hygiene and great. tuoks. to QUsh C77420 $572 :e flush CT7421 $673 ANY PRICE. BUY FROM US. FIND o. n.OWHR PRICF IN 30.OAY9 & WE'REFUNn Tuc nicccor:.,.-mot Laboratory 950 West Beaver Creek Blvd. Avon CO 81620 Phone: (970) 477-5460 Fax: (970) 845-7218 d'REMN I ni I E - _'_ - Phone: Fax: Cc: Pages including Cover: 3 Date -.- Remarks: [3 Urgent 13 For Review [3 Please Reply Q Please Comment Comments: Slp.ndard Tual Coliforni Test ICUjVot Write Tn This Spac SJi 4r'. coCagle River VJatrrand laini€iition'Diicl#Sdt1tc Tinx It ll()50 Wa::E.Rcaver Creek Blvd- • Avon. CQ 81G20 PWS1D�F 9T0-a,7�.:545 :970 R4 �2L8Ir1x�nr# ati�, � t 7 I ;H,fi , Titfi,e: (>I f t - � �,: t".v .. .: i-i4�l2 7%T:jl .. -t�;►�tijF-.J�'{U. �. � r. SS %je lnformAlvW 0 Cummunity d NON -Community ; Q.k�riJnl =;wr `'lcbsfTare LCP.sulfv- • Routine s_i•t71i'y.i[k;�►±"u��n`.l4°tla a 7�i y1r 4�fa! iin"orm` A�i=>EoCr!esent❑ SEei!al Purp)4C rJllld ., .sr�„i• e_,;,�.. itnttfrh. 17`�;T7! t r_ � t(,)1i�; '�i1t i�l `xlrr4ls1. i� -t. Sample Dutr. Luca[ii n AddrcsS" scrit 'a ° Y_ Sun IcTimC `S (incL(it}' ' ZiP) '+ ""V s'. �." P % T t. !'I^ ttil x ;i ;ts7&tt;7;�i rtotr!c I": x ( ount•lonncersKluBT a iZCtitlll 1 Address ;g3Ssl�sil. fT 1?A�R A� - `1l1 �cl�r :k�# his"tip;[ u.: ,[: 1 3"• t _; 2�. Clty/Stale/Zip !"? r NC,TF.: it al! in1'urmauc,?p"Is not suyj Ed�d,S htlIDnl' �7 ,toy '1' itai(nn5_ s n i ling instructions uud i;x'lianuttuns. TItCs'tR�x. ncs nut C71_ C U t. nu+: � ,� - - _`";' ,-: - - ,•_' f°:,=,Yt;:. ehemicals thut Con[() impact dri�tkln ristcr`4ufe tturdn�Ltilr't[ ,4't,D1duEdikt. 'nlilitrm Test {{ 77 C:aglr keel W:uet paid Smdctrinn I)isu'icl. c(� !4� .I .._ - .. ry50 \\ . (benvcc Cwc ISlvtl • Ayopi _ ('c_l h I h2t1 PWS ID# t)70 477 54(i2 97u'; i5 7218 r;t. ;anlnplf' InglagRnatinn: ❑ Comnuunty ❑ NON-Ct,mnttillay ❑ PrIVULe ❑ Routine ❑ Raw ❑ GIY)tnld ❑ Surface %%I.'I Special Purpose ❑ Fini.:hed ❑ Repeat ter month of h Sample [late (�f Cocarittn AArirc--.c � �,q i e ---- Sample Tillie „� 13- (incL CiLy & Zip) _y ......_._ _ C472--3 Chlorine Residual Rot tu•n to r �- S Phone (0 f'�,3 ✓� Address ._,-.._�'Ct Z"L:" ■ City/StatelZip NOTL tf all inf,ation is not supp.1 r d- die snmpl • will h tis and 1 Sec revere for time Ilmiratinns. sampling: instructions and explanations. This test does not check for hazardous chemicals that could impact drinking. water safety, nor dues it check for specific pathogens. Do Not Write Ln. 'This S ce halt:, Time Rt Date_ l Ime t)E 'hrom ,genic / Fluoro; epic Substrate Results-, Total C'oliform 0 Present Absent L-.c'oh ❑ Present Absent Conrntenls: Standard Total Coliforni Test � Do Not Write In This Space CO � — YW5 117ir` Lagle River Water and Sanitation I)isrricr 95(1 West Deaver Creek Htvd. • Avon. C:() R 16-10 470-477-5462 970- W5-7'_i2S tax 0�� Date Time- �� r pp�� 1 cle-?ed Date 3 Timc i,(::3tl;1 innpl i Infornt ttiortt t..I i oitmntitti LJ NON-Cunamuntly ❑ Private I I Roninr. CI Raw ❑ Ground ❑ Surface ❑ Special Purpose ❑ lintxhed ❑ Repeat for month of les; Sample Dale [.tx:ation Add ` ( Lq' _........ ... S trrtplC Tirnc +E . LdYr4.(incl. City & Ltp) ---.5� t �?-� County.__ Sampler _ Chlorine Re-Sidua[ mg/l +_ _ _i }} Return to _ Phone .?�3 Address City/SnnelZip ( ------ NOTE: I( all ,reformation is not supntied- the s�>upj�}Yi��iG_7itscat'deil. See. reverse for erne firmtations. sampling instructions and explanatioirs. This test floes not chetic for ha=rdous chemicals that could impact drinking water mfety, nor does it check for specific pathogens. Lag<ic River Wutcr and Sanilaliun Diatrtc-t P COI l t)50 Wcsr Heaver (:rock Ft MI. • Avon_ CC) s1020 YWS 1 ri L 970-477-5462 970 845•.7218 fax 511mnlC. Infurm;ari m: ❑ Community ❑ NON-('ntnt►umity ❑ Private ❑ Routine ❑ Raw U CLIOund ❑ Sur -lace ❑ Special Purpose ❑Finitlted ❑ Rrpeal for month of Santplc Date CI l.xcation Addresa U,l ,/� - - —• Sample TinlC �='na City & Zip) tG county _ - _--j _ ._.``,.��.:Sampler �'{ _ (`hlorine Residual ntgjl �"—verve..] -.r .. Return to f Ituui: t c �- S� Address _ �-� City/statelzip -, ,. �` t--� NO rr: 1►' an infnrt17�G1211,15�tt]l SUf2t31ja d. Ihr. sample. will br. diSOJ:rI;d. See k%,VCht: (or tittle fimiuuions. sampling instluctinn.; and c:xpht+ktili4ja5 This test does not cheek fry%- ha'/.ardour chemicals that could impact drinking pller safety, nor d4wK it check for specific ptillkog;ens. ('J,t.rorsgeni 1 Fluorogenic Substrate Result Total Col iCorin ❑ Present Absent. Eroli n present Absent Coinntents: Do Not Write In Thix Space NJ llate - Time yck-- 61t�licd 'Time __._�_w %J�> t� s1 ar m=nic J Fluorol; We Substrate K cults: Total C'oliform ❑ Present l'bsent E.eo i ❑ Present Absent CononeitlS.- r ^ . oummunur omnx-Co°"unity Umvale. oxOUtin" om= oomomu nm"m= oSpecial purpnsc 0n"klw Onapmomo^xxu^r_________ � ymmpicou,,7Locaflwluuore,`U�t.-��_�� » nampleTi=_J~ o:|.citx& Zip)— ~ DoNot Write In This Spare Timc Total Colifom OPrment Absent 2191-02 Tax#1691-071-001)21 JOB NAME- 4199 Trough Rd. RIO RANCHO LLC Rancho Del Rio, Bond JOB NO. -f 4 - Pdmed m USA ff,Q- 'Yff" 'e", �i 1 t'on 11 YOV1nuh�( l!ti' ��n•G� S . /\GU�Lh� re-tc6w< co-eo4taL� ,- - GAY ell a,/4, !lam [7r S,' SU l b�2 'tom (f�Ci��TL'zCQ �t 1, 4 �,� f-v:-,• '^ q ro �l iollG�th(2 �� act�S.� /s at ow o) ,mow /, o0o w r L—d i SS U 4 e- , � " /►`S ��5't` �^ 1�'�tI✓S 7 � OoZ , /Vo /Q nG�/�ot.0 c� �h c- d I /GCe J ; � a L 6Z -, A s � , > d' 7 w t I I L vn n z. -�O a, /Lex-L> // Lj 1JL! �' Tyi+—�c��/ c �, ' 1y� �""'a ,'T� i �►�v l / Gl. � , fncl F+t l /(� wui`�s ��i / /� y )� GL�-�rx Lc, t.� c �T� �; I c �N- Az" TA .tip-u, Recycled Content 10% Post -Consumer _77T 77777 DIM "S' C3 FAR AfY'Mlq rOMIN M_ ESTIMATED SEWAGE- FOR CABINS. WITH INCINERATOR TOILET r (non—distcho gs) No LAUNDRY AND MISC. VARIATIONS Cabins 8 and 9 go Cabins - 5. 6 cndz7 -to existing 11.000'_Tcnk-_� go to proposed 750-1.000 gallon tan —spec k� (1.000 allon is -the standard ial order -size) 9 non GALLON CAPACITY 1000 MODEL No. 41145-9 DIM OAO 4*-0" DIM '13' 11!-0" WATER DEPTH DIM *C0 3-3!* DIM "D" X-5* DIM "E7 4-6' DIM or. 2'-60 WEIGHT 15.231 NOTESe CONCRETE.. 28 DAY COMPRESSIVE STRENGDi fc 4500 psi 2. DESIGNED FOR AASHTO HS-20 LOADING .1 DESIGNED ACCORDING TO ASTM C857-87 AND CM-83 �4. FILL w/ CLEAN WATER POOR T0 START—UP nF SYRTFU Lake Water Course SEPTIC TANK 2 PLACES Spring. Well% Suction Lines Potable Water Dwelling Ocupied Bulidhg Property Lines Irrigation Ditch or Stream Dry Gulches Septic Tank Scale: 1' 2'-0* SINGLE VAULT SYSTEM Absoption trench 100 2 5- 20 10 50 25 10 1000 GALLON CAPACITY Septic Tanks 50 10 5 10 50 10 MONOLITHIC BASE DESIGN Building Sewer 50 10 0 0 50 10 additional required when over 1 000gpd IL z GRND= 6'-0" Minimum 00 U) X 31-01 J*_O Elm IN M INV= t -ABSORPTION FIELD SECTION Z 0 TYPICAL. Scale: 1' 2*- 0" General Notes I.- Contact Alpine Engineering. Inc. at least 48-hours prior to installing any -septic system improvement - General Notes Contlnuftd 7- Compact sewer trenches to 90% standard proctor density. or per soil engineer's General Notes Continu recommendation& 15. The Owner must realize an on -site sewage disposal system Is considerabi different from y public sewer serAce& The Owner must be aware of and assume the responsibility for 21- Camping vehicles equipped with plurob" fixtures shall not be permitted In a compground t 4. Provide risers an septic tanks to finish grade. continued mointenonce of the system. We recommend the pumping of the septic at the end of the first year of use to monitor sludge accumulation and a minimum of every two yews (a) unless connected to the water and sewerage system. 0 4. Comply with all Eagle County and Colorado Department of Health regulations regarding afterwards. There are also daily considerations; such as not putting plastic or other - nort--blodegrodable - OR Z septic system Installation. material down the sewage disposal systerm Also, water use must be carefully monitored so toilets to or (b) unless all wastes are contained Is a sewage holding tank In a gelf-contakied camping are not allowed run when sods malfunction. To Illustrate the vehicle - 5. Provide Inspection portals per Eagle County regulations. point it should be noted that a running toilet would consume In excess of 1000 gallons per day. If allowed to run. Excessive loading (such as from running toilets), will flood and Irrevocably or (c) the drain outlets from the camping vehicle are capped, -22783 E 6. Provide minimum 5' horizontal distance between trees and sewer lines and septic tank. harm the system and strew the on -site "I 0 or (d) the drain outlets are connected io a naled container located outside the camping 7. Fleld-olign sewer to avoid existing trees. buildings and structure& I& We also caution you against installation of a water softener. The high levels of salt from vehicle. C the back wash of a water softener 13 detrimenal s and L C X C4 C14 ___q Provide 4� minimum cover and 22 minimum slope from building to septic tank. 1 X il sepor ate drywell should be constructed for backwash waste If a water softener Is Installed. 24. Camping vehicles. not equipped With plumbing with plumbing fixturm shall not be 0 _X X minimum slope after septic tank With cover as required to provide 1* to 1.V cover over No landscaping or plastic can be installed over the disposal field that will reduce the permitted in a campground unless. f Infiltratom evapotranspiration from the (d) effective means are provided to collext and contain cHshwashin% bathing. Li Li 9. Provide cleanouts at bench6 and at I OV spacing (but not between dosing tank and tee� 17. Provide minimum 10* separation between water and sewer Me& Or encase per Colorado Department of Health regulation& Z L Z Z or (b) other liquid waste material and to properly dispose of these wastes by approved LLJ co IQ Sewerline to be schedule 40 PVC under roods. SDR35 elsewhere. I& Provide to location ties to sewer cleanouts. septic tank.- and absorption trench corners 09 means. C3 0 B 11. Provide 6' minimum between trench wcdl&' required by Eagle County for as-bult% and submit to AE3. 2& Provide grease traps for food[ service operation. __10 .19. 12. Do not begin any sewer construction prior to notification of Alpine Engineering. Inc.. Glenn 40 SDR 35 PVC 0 22 min. slope. V bury before septic tank. 1.5X after tank. 26. Provide new portable toilet 'at remots north side of site.:. Palmer 970-926-3373. The septic system Is also to be Inspected by Alpine Engineering. Inc. prior to backfUl; contact them for this purpose as well.- 20. All septic tanks to be concrete. 27. Absorption trenches, mK 2W from building - 14. We recommend that the Absorption Field be seeded after installation of the suhsu rface 21. Rest; -oom (300-500 gallon) tank can be plastic (PE� 211 FBI the existing septic tanks to be dmdoned (north of bathhouse and west of Jeff "S HEET'' disposal eyaterM good native gross cover will promote evapotranspiration from th a field. We reconnmen d using a geed mix such as Foothills. Posture or Proirle mix available at local feed --22. Provide 2V min, setbacks betweet leach fields cad water w%im& Gibson's cabin) with sand or dirt. The ex sting absorption areas are to be obandonedand left 09 is (undisturbedl 2� OF -2 and seed stores. These mixes do not require irrigation and develop a growth 10 to 15 Inches - high. No automatic sprinkler system should be Installed above the disposal field. - f BRIAN T. KELLY- -REGISTERED LAND SURVEYOR - - _ - NO. 24318 - - - - - NOTICE. ACCORDING TO COLORADO LAW YOU MUST COMMEN(� _ 1 f 3 10 Proposed Construction - - � - - = ANY LEGAL AC ON BASED UPON DEFECT S SURVEY _ ACTION ANY TIN THIS - } _ _- _ __ _ _ - - / _ -_ - _ � ;_- - . WITHIN THREE YEARS AFTER YOU FlRST DISCOVER SUCH DERcT. t = -� IN NO EVENT MAY ANY ACTION- BASED UPON ANY DEFECT N- THIS SURVEY BE COMMENCED MORE 10 YEARS FROM E THAN TH - - - - - - - =' N - SHOWN HEREON. _ DATE OF CERTIFICATIONH _ _ _ j- = - - - - � - - - - _ -_ — x - OF O t,J - - _ J 3 - y - - o a Q 6. o. M.