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Home My WebLink About2280 Spring Creek Rd - 211115302003 (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 INSTALLATION SITE. PERMIT NO. 2162-01 BP NO. 13991 OWNER: ANN R. CATHCART PHONE: 970-524-2706 MAILING ADDRESS: P.O. BOX 1146, VAIL, CO 81658 APPLICANT: GLENN PALMER, ALPINE ENGINEERING PHONE: 970-926-3373 SYSTEM LOCATION: 2280 SPRING CREEK RD., GYPSUM CO 81637 TAX PARCEL NO. 2111-153-02-003 LICENSED INSTALLER: L LICENSE NO. ",� PHONE: •97Q-949-416-8i DESIGN ENGINEER: GLENN PALMER, ALPINE ENGINEERING PHONE NO. 970-926-3373 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM QU �E"j''�T,S FOR THE LEARNING CAMP MAIN LODGE GALLON ONE COMPARTMENT SEPTIC TANA ANDA 10000 GALLON GREASE INTERCEPTOR INSTALLED IN FRONT OF THE��F6— jot'jp 6�0-x-- �` SIPHON 1 dSaI( TAN THAT 9ELIVERS ALTERNATING DOSES OF 225 GALLONS TO 2 SEPARATE LEACH FIELDS THAT TOTAL 6695 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 213 INFILTRATOR UNITS, 103 UNITS IN FIELD A, AND 108 UNITS IN FIELD B. SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER'S DESIGN DATED DECEMBER 28, 2001. INSTALL IN SERIAL DISTRIBUTION IN TRENCHES, WITH CLEANOUTS BETWEEN THE TANKS AND THE BUILDING, AT ALL BENDS IN THE EFFLUENT LINE, AND EVERY 100 FEET EXCEPT BETWEEN THE DOSING TANK AND THE TEE. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS, DO NOT INSTALL IN WET WEATHER, AND IN- STALL INSPECTION PORTALS IN EACH TRENCH. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR FINAL IN- SPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALTAATION, OR W H ANY QUESTIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPAN BE ISSU TIL T PTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: ATE: JANUARY 17, 2002 CONDITIONS: I. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND 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: 6695 SQUAREFEET(VIA 213 INFILTRATOR UNITS AS PER T)FSTr,N ) INSTALLED CONCRETE SEPTIC TANK: 2500 GALLONS IS LOCATED DEGREES AND FEET INCHES FROM INSTALLED CONCRETE SEPTIC TANK: 1000 GALLONS IS LOCATED DEGREES AND FEET INCHES FROM COMMENTS: ENGINEER'S FINAL CERTIFICATION AND AS —BUILT DRAWTNO RF.C:FTVF.D ON MAY 4n, ?nn2 qFF AS —BUILT FOR SYSTEM COMPONENT LOCATIONS. 1 ANY ITEM NOT MEETING REQUIREMENTS WI BE EC E F E FI APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: .TUNE 17, 2002 Lo pef-,- Lor 3 . ISDS Permit Building Permit # l APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 91631 328-8755/927-3823(Basalt) PERMIT APPLICATION FEE $150.00 P*R*O*A**ON TEST *******SEE*$*00.00 PROPERTY OWNER: A N W , GAT MAILING ADDRESS: 70 - 52 1-/-Z 7D6 APPLICANT/CONTACT PERSON: GLE"Ai pgIHEt�;' A, )NE PHONE: 97o-,,,-337-, LICENSED SYSTEMS CONTRACTOR:- UNICNplw Al A S o F 7 1 ! (1 of ADDRESS: rd PERMIT APPLICATION IS FOR: (4 NEW INSTALLATION LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: LTERAryT�ION (() REPAIR Legal Description: LOT 3 F)PAL S 1J cN� BUILDING Parcel Number: - 1,5 -(� _ �� Lot size:_(I.DDytL e-7 Physical Address: 2Z �� JP� 6 G2E, v p TYPE: (Check ( ) Residential / Residential / Commercial / TYPE OF WATER SUPPLY: applicable category) Single Family Number of Bedrooms Multi -Family* Number of Bedrooms Industrial* Type Cr4► *P Labe 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" SIGNATURE: AMOUNT PAID: 5�0 RECEIPT#�13I DATE: CHECK # CASHIER• DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX (970) 328-8788 TDD: (970) 328-8797 TOLL FREE: 800-225-8136 www.eagle-county.com EAGLE COUNTY, COLORADO June 17, 2002 Ann R. Cathcart P.O. Box 1146 Vail, CO 81658 Raymond P. Merry, REHS Director RE: Final of ISDS Permit #2162-01, Tax Parcel #2111-153-02-003. Property location: main lodge, 2280 Spring Creek Rd., Gypsum, CO. Dear Ms. Cathcart: This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your building may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at (970) 328-8755. Sincerely, r / GA4_ ... . _ . Janet Kohl Eagle County Environmental Health Department ENCL: Informational Brochure Final ISDS Permit cc: files OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 SEPTIC SYSTEM APPLICATION VAIL LEARNING CAMP LOTS 19 2, & 3 UTE SPRINGS SUBDIVISION EAGLE COUNTY, COLORADO JULY 2001 (Revised December 27, 2001) Prepared for: Ann Cathcart Vail Learning Camp P.O. Box 1146 Vail, Co 81658 Prepared by: Alpine Engineering, Inc. P.O. Box 97 Edwards, Co 81632 (970 926-3373 R EG�s D. �F9 'o 22753 �I Z g, TABLE OF CONTENTS Introduction................................................................................................................................ 1 SepticUse................................................................................................................................... 2 Grease Interceptor, Septic Tank Size.......................................................................................... 3 SoilProfile Hole......................................................................................................................... 4 PercTests.................................................................................................................................... 4 AbsorptionArea.......................................................................................................................... 5 Setbacks................................................................................................................................... 5,6 LodgeSchematic...................................................................................................................... 7,8 DosingChamber....................................................................................................................... 10 SepticTank............................................................................................................................... 11 GreaseInterceptor..................................................................................................................... 12 Typical Absorption Field Section.............................................................................................. 13 DevapInformation............................................................................................................... 14-18 DevapReferences................................................................................................................ 19-23 ApplicationRates...................................................................................................................... 24 i Introduction The Vail Valley Learning Camp is proposing to operate within the Ute Springs Subdivision. The camp is an overnight camp which operates predominantly in the summer, approximately as follows: • June, July, August: full use: 50 students, 15 teachers • Sept. — May: %4 use: 12 students, 3 teachers A Lodge is proposed to be constructed on Lot 3 for the purposes of: • Kitchen • Bathhouse • Laundry-- • Bathroom • Infirmary , /- 2 Students are to sleep in 6 yurts to be placed on Lots, 1+2, with 2 Devap (Biological Mediation System Composting) toilet systems located near the yurts for nighttime use (at one location, boys, iris . Hand wash will be provided, with running water from the Lode. The Devap systems have successfully been in operation for a number of years at Vail, Beaver Creek, Arrowhead, Telluride, Deer Valley and Copper Mountain ski areas. The Devap system is an odorless, waterless, non -discharging system. Composting toilets are proposed to reduce water consumption for the well permit, and provide for horizontal setbacks to the existing well and meet setback requirements to the pond and stream. (See sheets 7, 8) The composting toilets require a small amount of water to operate, which is to be provided by a water service line, which will also be used for handwashing. Due to the long distance from the Lodge (where the water treatment exists), it will be very expensive to pipe treated water to the restrooms. The well water has over 250mg/1 of sulphates: we are roposing to u e reverse osmosis treatment for drinking water and run r/o water to the restroom. �i c,� 5'C9 Lal� k 4 be paper service. 2 standard water tank toilets are to be provided in the Lodge, for infirmar teacher use only: it will either be locked, signed, or located in a bedroom to restrict u ent use. A third devap system will be located in the Lodge for general use (see schematic attached. . The students will sleep in the yurts, and have their classes/sessions on the yurt decks during the day: they will only go to the Lodge for mealtime. Most of the day will be spent at the yurts, on - site, or off -site not at the Lodge. Proposed Use: 50 students + 15 teachers A. 50 students 50 students, resort camp @50gpd/person = minus paper service = 50 students (3 meals/day)(3-1.5 gal. Meal) _ minus toilet use (devap) = 50 students x 6 use/day x 3 gal/flush= or 50 students (work camp w/out toilet @35gpd = minus paper service Use average = (1,525+ 1,375)/2= (equals 29gpd/person) B. Teachers 15 teachers (29gpd/person)= plus 15 teachers x 3 toilet uses/day at the Lodge @1.5 gal/flush= plus 1 infirmary x 6 uses/day a 1.5 = Teachers, use 2,500gpd 225gpd 900gpd 1,375gpd 1,750 225gpd 1,525gpd 1,450gpd 435gpd 67.5gpd 9 gpd 511.5gpd Yurt Devap System (Lot 1 + 2) Non -Discharging Composting Toilet System, handwash discharges to septic system Hand washing at yurt restrooms 50 students x 6 use/day x lquart/wash = 11.25gpd 15 teachers x 3 uses/day x 1 quart/wash = 75gpd 86.3gpd Peak use = 86.3 x 150% = 129gpd Lot 3 (Lodge) Use Students 1450gpd Teachers 511.5gpd Minus Yurt hand wash (1291md) Average Total use = 1832.5gpd Peak use=1832.5 (150%) = 2748gpd • State review of septic required over 2000gpd average flow, entire system (yurt & Lodge) =1832.5gpd average flow • (1041 permit over 10 single family equivalents = 3500gpd, entire system = 2748gpd) No 1041 permit required. 2 Existing Lot 1 (Estimated for horizontal setback check) 2 bedroom house (existing) I bedroom trailer (existing) 3 bedrooms x 2 persons/Br. x 75gpd x 150% = 675gpd Maximum setback = 100' to well, 50' to river, irrigation ditch, pond. Grease Interceptor 65 meals, 3 times per day 8:00 a.m. — 7:00 p.m. = 8 hour operation *2 65 meals/hr x 6 (* 1) x 2.5 x 1.0 (*2) = 975 gallons (say 1000 gallons grease interceptor) Recommend 1" conduit for power for aerobejet aeration system. (future, if odor, � etc.) /� � nn Q �� t f fib' i /l ('9`� lU f= /�d_l" �e'(J� * 1 paper service, but maybe dishwasher for pots and silverware. *2 - 8 hour operation, breakfast is typically cereal or breakfast rolls (not cooked), lunches are typically sandwiches, not cooked. Septic Tanks •Lodge Qpeak = 2748gpd Tank = 2748gpd x 30hours/24 = 3436 gallons Use 3500 gallon septic tank. •Restroom (De ap/c ost type: Handwash only.) eak = 29 d 0/40 — 161 gallons Used plastic WE ) septic tank :only at handwash. tention . Auto Siphon /or pump An auto siphon is proposed as a means to split the flow equally to 2 absorption areas for the Lodge, and gain the benefit of dosing. Propose 4 doses/day using average use, to both fields. Qavg = 1832.5gpd/4 = 458 gallons/dose (Z field* ZZ&-Jc AI f-evoa fQ Oe, 6' manhole = IIR2 = II(3)2 (7.48) = 211.4 gallons/ft. J 458 gallons/211.4 gallons/ft = 2.2' deep fluid depths. *Soil Profile Hole Two soil profile holes were available, apparently dug for utility construction to the North and East of Lodge. Both profile holes were similar, if not the same: 3-4' deep of silty/sandy loam, 1' deep layer of sandy gravelly silty loam, then 1 to 2' of silty sandy loam, over evaporite bedrock One hole was 6.2' deep, the other 5.6' deep where an evaporite (possible gypsum) was encountered. The evaporite was very hard, but appeared to percolate water (it is more likely absorbing water) - and was considered an impervious layer. Since the infiltrators will be 1 %2' deep; there should be 4' of percolative material below the infiltrators/absorption area to the evaporite - bedrock. (The evaporite reacts to acid, so it is likely a calciferous evaporite, and not gypsum). The soil appeared to be uniform across the proposed leach field area, except for some areas on the west/upper side of lots 2 & 3. It appears that if a pump option is used, and a field placed above the lodge, 1-2 infiltrator trenches may cut thru this other soil type. This soil did not have as much vegetation growing on it, but appeared to have more roots in it, was hard to dig and slightly cemented: it would break into pieces, that by hand could be pulverized into fine silt and sand. I was concerned that the soil could be gypsiferous, and therefore ran a specific perc test within the soil which was prewetted and tested for 1 3/4 hours (perc test #2). The hole actually percolated faster than the other holes in the typical soil condition. Percolation Tests 4 percolation tests were run in the area of the Lodge Lot 3 absorption area. Since there are at least 2 options for leach field locations, it is recommended that the system be reviewed, adjusted, and if necessary obtain perc tests in actual field areas, and/or verify soils and percolation during the inspections of septic system construction. Hole Description Depth Perc Hole 1 In typical soil 2' 2 In harder loam, possible evaporite 1.05' 3 lmtypical soil 2.5' 4 Iln typical soil 2.5' Percolation Tests Hole Time 1 8:14 8:24 8:34 8:44 8:54 9:04 9:14 9:24 9:34 9:44 2 15 25 35 45 55 5 15 25 35 45 3 16 26 36 46 56 6 16 26 36 46 4 17 27 37 47 57 7 17 27 37 47* Perc rate last 120 min. Last 10mi 1 10.52 1 0.71 0.83 1 0.93 0.99 1.06 1 1.1 1.18 1 1.23 1.25 4min/in 42 min/in 2 0.52 0.74 0.88 0.98 .45/1.05 0.61 0.75 0.88 0.95 1.02 12 min/in 3 0.79 0.96 1.09 1.16 1.23 1.31 1.35 1.39 1.43 1.48 19 min/in 4 0.79 1.05 1.32 1.41 1.49 1.57 1.65 dry 10.5 min/in *hole #2 refilled at 8:54 11 Absorption Area The slowest, last 10 minutes of the 4 percolation tests was 42 minutes/inch. The average of the perc tests, last 20 minutes was (24+12+19)/3 = 18 min/in. For the application rate, the soil could be classified as a "sandy loam, loam" or "Loam, porous silt loam", with application rates of .6gpd/sf. and .45gpd/sf. respectively: based upon percolation rates, the average of the last 20 minutes (18 min/in) indicates an application rate of .45gpd/sf., and the slowest last 10 minutes (42 min/in) of .6gpd/sf. *Lodge Absorption Area "A" Qpeak = 2748/2 — 1374 gpd Percolation rate A = (Q/5) SIT = (1374/5) q42 = 1781sf. Application rate (Lodge) A = 1374/.45gpd/sf = 3053sf. filtration reduction = 1609sf. 1609sf/15.5 sf/infiltration = 104 units 7 trenches @ 15 units/trench =105 units v(f- 7 trenches @ 93.75' long. *Lodge Absorption Area "B" Qpeak = 1374gpd + 129gpd = 1503gpd PPrrnl-qtinn rstP A = (Q/5) SIT = (1503/5) q42 = 1948sf. Application rate (Lodge) A = 1503/.45gpd/sf = 3340sf. 50% infiltration reduction = 3340(.5) = 1670sf. 1670sf/15.5 sf/infiltration = 108 units dry Top 3 rows @ 100' long Lower 4 rows @ 93.75' long 5 Yurt Restroom Absorption Area Handwash goes to Lodge Field "A" Setbacks The largest (most restrictive) setback is the absorption area to well, @ 100' + 8' per 100 gallons over 1000gpd. No septic system horizontal setbacks overlap one another. Setbacks were checked as follows. Qpeak = 1374gpd/field "A", 1503 gpd/field "B" Leach Field to: Well Stream Prop. Line Yurt/Dwelling Qpeak gpd Lodge "A" 130 80' 10' 20' 1374 Lodge "B" 141 91'*2 10' 20' 1503 Yurt Restrooms 0 0'*2 10' 20' 129gpd to field "B" Exist Lot 1 100' 50' 10' 20' 675 • Septic tank to building: minimum 5' • Septic Tank to potable water supply: 10' minimum *2 Stream/water course setbacks overlap and impact the existing irrigation ditch. The existing irrigation ditch is lined with an impervious liner: If the liner is not adequate, the irrigation ditch fall within the stream/water course setback and may need to be piped. rol ISDS PERMIT # PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEATER U W 1V tx: U KA--,, •PHSYSICAL ADDRESS: LEGAL DESCRIPTION: MAILING ADDRESS: TYPE OF DWELLING:_(°,tnmA4u4.t� aI1-�Q NUMBER OF BEDROOMS: "'-�"--W- W W. W W W.t... ... ... ... ... ... - TEST HOLES PRE-SOAKED: YES NO SOIL TIME WATER DEPTH INCHES OF FALL RATE PROFILE TIME TO DROP LAST INCH: PERC RATE: MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE: ENVIRONMENTAL HEALTH SPECIALIST DATE Jan Ud Ue UJ: bop HLFINL LNUINLEKINU J'!UJ2�r3jj7j *-,PINE N ENGINEERING INC. Alpine Engineering, Inc./P.O. Box 97/Edwards; Colorado/81632/970-926-3373/FAX 970--926-3390 FACSIMILE TRANSMISSION DATE. -q - Z007- JJOB 111tE: UEAR-w a0G CAMP V7"E PeAA.115-5 Nome: Ible-G C -qxr-4,Pw Marne: u. " A.tip, ("Ot p Nome: Company 64 m G P 1164'nrm Company. Company. IFax: J -2z " 19� 1! e Fax: �� `%` 3S J % Fax: Name: Name: Name: Company. Company. Company. Fax: Fax: Fax: Number of pages (Including cover sheet) REMARKS: P;li VV 5e c s i-06-" , ag el r . C/,P hV r s ka'l` 0 f / 8,r - V'PV f vjeor f 2 i �► �►. G 014 4VI+ 4, in`s I, it f 4e Ir eel 4y,,L kve 1 A10 T Iey c ' �( ��--�- tAlGiNEEKINU !J'lU8?-bJJ7:3 o M :AaL.;9, 61- 44 /jj ING INC '1 1970 orcdo/aliel T... - 7 -926737Z�4,X 970-926-3390 I-Au-31tviiL-L- zRANSMISSION uec uy ui ua:uup HLVINE ENUINEERING 9709263373 p.2 lies ur ul ud:uup HI -VINE tPll+IMEEKIMU Proposed Use: 50 students + 15 teachers A. 50 50 students, resort camp (a;50gpo1persoii = minus paper service = 50 students (3 meals/day)(3-1.5 gal. Meal) minus toilet Use (de devab) = 50 ; tudcnts x 6 use dai' x J eal/flush= or 50 students (work camp Wout toilet @35gpd = M.nus r:iper so ,°i4c Use averaze = (1,525+ 1,376)/2= (equals 29gpd/person) B. Teachers 15 teachers (29gpd/person)= plus 15 teachers x 3 toilet uses/day at the Lodge q,1.5 gal/flush- plus 1 infirmary x 6 uses/day @1.5 Teachers, use U"/U8EEi33'/3 2,500gpd 225gpd 90,ft d 1,325gpd 'IV fY . - ....l�. 2t5��u 1,.525gpd 1,450gpd 435gpd 1.5gpd 9 gpd 511.5and Yurt Devap System (Lot 1 + 2j Non -Discharging Composting System K*i17 > Q. ' `11and washing at yrri restrooms 50 students x Cuse/day x iquart/Nvash = -15 gpd 15 teachers x 3 uses/doyx , quait_/wash 1"212 pd , 86.3gpd Pear use = 86.3 x 150%= 329gpd LaE J ilauuj'z;j a'Vz Students 1450gpd Teachers 3 l J .5gpd Minusurt hand (llk_pd Average Total use = 1832.5gpd Peak use =1832. 5 (150%) = 2748gpd - Mate review of septic required over 2000gpd average flow, entire system (yurt &. Lodge) gpd average flow Z B760 jve4L- f 6w, e (1 (lA j per -tit over 14 single hur. ally ; quivalents = 350Ogpd, entire sys`era w 2748gpd) No 1041 permit required. p.3 uee u-f ui uj:uip HLV1NE ENU1NEEK1NU 9709263373 p.4 Lees a-t ui uj: Ulp HLFINE i=NUINEEKINU 87US263373 p.5 t�a i �•�• it ut 77 t t F ¢• �».. js i a e ` `� x.\ may✓ ' ! !J t�,f �� Imo' , f '.� / k Cc}�s 1 �,.6� i �-1;,� I i ,.• i,. Tr� r t• i i�r ----- i c�= it ti ' F?sk s jWh { ?t , L t L2\ .lei Q, Rar° C, .F _ t � 50�-U� -• t .• 1 1 1 6d `�� I y — 7` �r a CL It lit t 7 �i.j t �� 1 6tt}ilfllttlltt z LW� a N -. III�11 _E-d' - _ r „ �fltiiiollt�t l � '\.— �. �� •�� i i i I J � tit . I�1 i;� _ Ir r � 1�� `�.� 4 �� t i I �� dl ♦fin w� �! _ CL _j of t - —•-` .__—._.—.��C••f �v'''-�ry,'!`� 4 Y 1 I '3dC'13n1+39NN 11:16(WIVId J$W3 - ~t iL 0Vt cti` IA ' } �� Ut Lee U-1 u l ud: uep HLF I NL Lt'iU I MLLl I NU 87UH263373 p. 6 1 �tNlm > .z F • is � , 1 i .. :. � `,,,.�r� jr z LL r4 r7v 5>• W � W��•'o ' r � .1 7. r` ��r1r t' fi r 5�s,�y4 � o J��t'4.� ! - r_ ��''r 1 _ 1t I . • / .' ! . ' 7 1• `. f - _ of r t .�-, •5�--'----__—�--�_ i rr �f } 1 1 I r s'� r xr t � t {t�°�y �'1 � C � .� CK - -�` r � !ram t I . .. t i .. , � t� � r i - i^'•\= 4A'�}�7§ _1 .F��" ''�`--•at:,., 1� t t - f,.'�f f, �-_ IY. _i '. it + 1 t }. ir� •� -bp`\. 3tt i'.. 1 ��/F�lj f/f// _�•.j•c r. ht•� r7'. �'`i.. a 6 ivow, AS . � 1 I ~- I ioori t i` ,� 1�' - `s a'!." _!. ��\�i'or � t i jg i :,t`' _ . _ _.^'�• L ta- a!� ` f' `IAL. 03 ` 1 r �r C�� ^_stt I14.-_t�'Y� �--'•�' Vie... �'_ _ - � �1 G Y3`�`�`- 1 ' Ins { i�"f .r+ _ � r'S��•_�- � 1-,..� ,. - VA � .� � ,��~- _ fir^ - ` - - ` � ~:.r,r•-� ,:�/"."'�' s � Mi � moo_ � �\� �• -R �i.' ... t. x 3T old"ter�?t�f t�ti Ar Lj SZ NN La a oV; ttl i a �i �"1 — — — ——.._•.•-• _ ._-..——.—.—.—.—. _ �W 1 1 ,3dC•i31N39NiV'VB Qilll'ltl 1N%3 --_----- --- _------ �- ' ------------------ g------------- '��r----...� 7 PINE m ENGINEERING INC. FA.xEID O Alpine Engineering, Inc./P.O. Box 97/Edwards, Colorado/81632/970-926-3373/FAX 970-926-3390 FACSIMILE TRANSMISSION ATE: iZ- -01 jJ06 TITLE: Name: $r } ii77vvtt Name: ✓L/,� Nome: Compony��ja, '? / Company. a �_ S Company. Fax: _ �i�7 Fax: Fax: Name: Name: Nome: Company. Company. Company. Fax: Fax: Fax: Number of pages (including cover sheet) BVYJ REMARKS: i ti f h s ;15 e G dJC c - - R,e4 7` The: amplerr fr >� ash oaf f Li IPV001i% ty fe-r av i/ c1 rff 7PV s�1-GtPYri� �H w' t C If 1 !,hP h-ftx�d�•: Z_ All 17 44. 11 oposed Use: 50 students + 15 teachers 50 students ) students, resort camp @50gpd/person = inus paper service = 50 students (3 meals/day)(3-1.5 gal. Meal) _ inus toilet use (de devap) = 50 students x 6 use/day x 3 gal/flush= or 0 students (work camp w/out toilet @35gpd = sinus paper service ise average = (1,525+ 1,376)/2= (equals 29gpd/person) 3. Teachers 15 teachers (29gpd/person)= )lus 15 teachers x,�c 3 toilet uses/day at the Lodge 1.5 gal/flush= plus 1 infirmary x 6 uses/day a 1.5 = Teachers, use lZ - v7 2,500gpd 225gpd 900gpd 1,325gpd 1,750 225gpd 1,525gpd 1,450gpd 435gpd 67.5gpd 9 gpd 511.5gpd Yurt Devap System (Lot 1 + 2) Non -Discharging Composting System (Ha&itfw* �i -�o hew *v. el'G -Hand washing at yurt restrooms 50 students x 8 use/day x Iquart/wash = 15 9pd 15 teachers x 3 uses/dav x 1 quart/wash = 11,Z5Wd i 1 86.3gpd Peak use = 86.3 x 150% = 129gpd Lot 3 (Lodge) Use Students 1450gpd Teachers 511.5gpd Minus Yurt hand wash-- (129gpd) Average Total use = 1832.5gpd Peak use=1832.5 (150%) = 2748gpd r� - • State review of septic required over 2000gpd average flow, entire system (yurt & Lodge) III I gpd average flow Z 876 g pd f2a (1041 permit over 10 single family equivalents = 3500gpd, entire system = 2748gpd) No 1041 permit required. 2 4s ZS I IS 190 ` r i I � 3•1 DEEP jl I DEVAP Tm2000 With today's growing population and concern about increasing energy costs and pollution, the need for better waste management technology for public restroom facilities is more important than ever before. Biological Mediation Systems has addressed these issues. Our hands-on field experience, in conjunction with research and development, has resulted in the creation of the DEVAP'11 2000 waste reduction system. It is currently in use in ski resorts, trails, camps, DEVAPT" 2000 Benefits 1. Reduced energy costs 2. Safe for the environment — does not pollute underground water supplies 3. Unequalled performance unlike any other technology 4. Odorless 5. Uses no chemicals 6. High public approval 7. Maintenance personnel agree the DEVAP"' 2000 is the "system of choice!" Providing technology today for the facture f4 highway rest areas, day use areas, parks, guest lodges and luxury homes. Indeed, the DEVAP'"' 2000 is suitable for any location where public restrooms are needed —as well as being ideal for any back country areas where on -site waste reduction is important. For AC/DC application. The DEVAP" 2000 is ail odorless, waterless system, specifically designed for heavy public Ilse. The primary desi,n function of the DEVAPT" 2000 is the treatment and reduction of human waste by evaporation and dehydration Patent No. 5,342.576 Fish Cleaning Stations. OTHER INNOVATIVE PRODUCTS FROM BIOLOGICAL MEDIATION SYSTEMS Prefabricated waterborne restroonis for sewer septic applications. '9'OuTeacK G 0 far Vi �''[Mf iil�'I� � � �,,,,c 1 �- • A)�, -' ) e V �yy v F Fault Evaporator,,ew Fault Technology. Reduce your annual pumping cost. Patent No. M73,661 A M ^ Biological Mediation Systems, Inc. BS A P.O. Box 8248 Fort Collins. Colorado 80526 BIOLOGICAL Phone: 1-800-524-1097 MEDIATION Phone: 1-970 221-5949 SYSTEMS., INC Fax: 1-9-0-221-5748 0 Standard Features In our National Value Engineered Prefabricated Restrooms: FLOOR SYSTEMS Steel and concrete construction for ease of transportation and installation WALL FINISHES Interior Seamless reinforced fiberglass wall system - floor to ceiling - with 4" anodized base Exterior Cement -fiber siding with a 50-year warranty Wood grain texture with vertical 8" or 4" o.c. grooves Stucco or smooth finish Lap siding, smooth or wood grain (Other siding options available) DOORS Steel with steel jams FLOOR FINISHES Epoxy, vinyl or quarry the ROOF MATERIALS 26 gauge steel with a host of color choices 26 gauge steel drip edge 26 gauge steel fascia and soffit cover Ask about other available options ROOF DESIGNS With or without porch Choose from a variety of roof pitches and overhang designs ELECTRICAL All buildings are prewired for AC grid or DC solar electric Other options available. For more information contact Biological Mediation St'stenns 1-800-524-1097 Local governments and businesses are subscribing to 'green business practices' for short and long term economic and environmental advantages. BMSI has designed its systems and structures to / meet this vital, high-performance criteria. MODEL 2-817.5VE 0 � i ■ ■ Ills-7dGa Providing Technology Today ..for the Future A BMS011 Xw'»»A BIOLOGICAL MEDIATION _J— Biological Mediation Systems, Inc. P.O. Box 8248 Fort Collins, Colorado 80526 Phone:1-800.524.1097 Phone:l-970-221-5949 Fax- I_97n.221-5748 TAOUTBAIK - II When the - GREAT r� j outdoors needs a small restroom... O the "Outback" — is the answer! '-------------- 4 I +•J { h I; Wall, INIMMUM17111 MW MODEL 9-1836VE 99 MODEL 6-1828VE ti �1UV1� 112MI - - - - I-----------1 _ I FE-11 i I I I --J (E) WATERLESS TOILETS WATER CONSERVATION TECHNOLOGY FOR PUBLIC RESTROOM FACILITIES Water is our most precious resource. Without it, we could not exist. We drink it, grow food with it, recreate in it, use it for industry and flush it down the toilet. Biological Mediation Systems is the leader in the development of systems designed to conserve water and reduce energy costs. Our hands-on field experience, in connection with research and development, has resulted in the creation of two patented systems, the DEVAPTM 2000 and the Vault Evaporator. Systems: I. DEVAPTM 2000 The DEVAPTM 2000 is a zero discharge on -site waste reduction and treatment system. This system can be used for any application where clean, odorless restrooms are needed. Since the DEVAPTM 2000 effectively reduces and treats waste on site, without a sub -surface drain field, the benefits are numerous. (Please see Important Notice - attached) Benefits: 1. Reduced energy cost savings, since pumping is not usually required 2. Safe for the environment, does not pollute underground water supplies 3. Unequaled performance which does not emulate any other technology 4. Odorless 5. Uses no chemicals 6 Ease of maintenance, maintenance personnel agree the DevapTM 2000 is the "system of choice" 7. High public approval 8. Saves water The DEVAPTM 2000 can be used, and is currently in use, in luxurious homes, guest lodges, ski resorts, trails, camps, offices, highway rest areas, day use areas, parks, etc. Indeed, the DevapTM 2000 is suitable for any location where public restrooms are needed, as well as being ideal for back country areas where on -site waste reduction is important. (For AC or DC application) II. Vault Evaporator The Vault Evaporator is zero discharge on -site waste reduction technology. This patented system was developed to address two very important issues, odors and escalating pumping costs. The Vault Evaporator opens the door for new applications that are not practical or possible with any current standard_vault sysi —This system use mechanical ventilatton to e�l'ectively:control odors, while it reduces waste and the frequency of pumping_ (For AC or DC application) Biological Mediation Systems, Inc., P.O. Box 8248, Fort Collins, CO 80526 Telephone: 800-524-1097 - Telephone: 970-221-5949 - Fax: 970-221-5748 - E-mail: bmsi@cybercell.net HO* THE SYSTEM W9RKS THE DEVAP'" 2000 IS A HUMAN WASTE REDUCTION SYSTEM THAT HAS A PRIMARY DESIGN FUNCTION OF ELIMINATING LIQUID. The DEVAP'" 2000 has been designed to achieve an optimum -controlled environment for the natural aerobic biological reduction of human waste. This system is an odorless, waterless, natural process that uses no chemicals. It has been specifically designed for heavy public use and can be installed in any location. Our DEVAP" SYSTEM accelerates the process of waste reduction through evaporation and dehydration. This system controls the direction of the air as it moves through the conversion tank. This provides a clean and odorless restroom facility. Another unique feature of the DEVAP'" SYSTEM is the control of liquid. Liquid that enters the tank may travel up to 126 feet during the evaporation process. There are two methods of directing liquid to the back of the tank: one is to pipe the urinal drain to the rear of the tank, and the other is through liquid channels on the sides of the center vent that direct liquid to the rear. This increases the liquid retention time and allows thousands of cubic feet of air to pass over the liquid in the bottom as it travels and evaporates. The ventilation fan can regulate the amounf of CFM, depending on usage. The engineered ventilation system is deli ned to regulate the amount'of oxygen (air) that flows through the conversion tank. The amount of air flow (or CFM) can be regulated, depending on the amount of usage. The ventilation system directs the air flow by pulling air into the tank, either through the toilet chutes or air vents. This provides the oxygen for the initial conversion area. Air is then pulled down the two side panels to the lower portion. This again provides the oxy&en for the biological process and a continual air flow for evaporation. The air flow is then directed into the center clean -out vent to be exhausted out of the tank. The maintenance aspect is one of the most important features in the DEVAP' 2000 final design. The removal of the finished material is required at least once a year. The front lower area of the tank provides a clean -out area 18" wide and 60" long. After the first year of use, material is moved into this area from the interior bottom of the tank. Another unique feature is the center vent and side vents allowing the removal of material from the back, center and front of the tank. The material that has been moved into the removal area is allowed to remain until it is thoroughly dry. The DEVAP' SYSTEM prevents liquid from entering the clean -out area. Two interior service tools, an interior light and viewing ports, allow maintenance personnel to ,service the uppee chamber without opening the access door or removing the service tools. PRE -FABRICATED BUILDINGS AND FOUNDATIONS Plan and build your own facility using our system or let us do it for you. We manufacture high -quality buildings and foundations delivered to your site for quick and easy installation. This is economical because we furnish the plans and engineering. There is minimal site distrubance and your costs are fixed. No change orders! For complete specifications and planning information, call 1-800-524-1097. �. United States Department of Forest Coconino CIF 2323 E. Greenlaw Lane Service Flagstaff, AZ 86004 Agriculture FAX: (520) 527-3620 V/TTY: (520) 527-3600 He Code: 7430 Date: March 3, 1998 Mr. Loren Lustig Piney Run Park and Nature Center 30 Martz Rd. Sykesville, Maryland 21784-8125 Dear Mr. Lustig I am hanov to reply to the questions in your letter of February 7, 1998 concerning our evYprien�e with composting toilet buildings and the units from Biological Mediation Systems (BMS) in particular. The Coconino National Forest has been installing composting toilets since 1989 and currently operates 12 composting toilets at 10 different campground and day use recreation sites. All but two of these sites are adjacent to streams and reservoirs. (Note: I will use the term "composting" thoughout this letter to collectively refer to all of the various types of composting or evaporative waste treatment units available.) We have composting units from four different manufacturer's and have settled on the BMS units as our preferred choice. BMS has put a lot of thought into their design. The units are easy to maintain and easily_accomodate shock loading from a holiday weekend. We have received excellent support from BMS after installation. They call whenever they plan to travel through our area to see if we need anything and usually stop by one of the sites to monitor the operation of the unit. In general, composting toilets have worked out well for us. Our visitors like the them for their cleanliness and odor free environment compared to our standard vault toilets. Where we have a site that is environmentally sensitive or has restricted access for a sewage pumper truck we prefer using a composting toilet. We currently have 3 BMS units in operation ranging from 4 years to 6 months old, all are working fine. One of these units was a retrofit of an older composter that proved too small for the usage and was replaced with a BMS unit. The utilization level of these units ranges from about 25% of capacity at a reservation -only equestrian campground to about 60 o at a campground. We have 2 more toilets with BMS units under construction that will go into service this spring. One of the existing and both of the 2 new BMS units are located at recreation sites along Oak Creek near Sedona, AZ. Oak Creek is one the few perennial streams in our area and the state legislature has designated it a "unique waterway," meaning that any wastewater discharge within 1/4 mile of the stream must be the same water quality as the creek or be fully contained in a lined disposal system. The Arizona Department of Environmental Quality (ADEQ) regulates all of our wastewater facilities. We follow their setback requirements of 100' to a live stream or lake, our closest toilet to Oak Creek is about 120'. ADEQ also requires us to install some type of backup device to evaporate or store any excess liquid that can't be evaporated by the composter at our sites along Oak Creek. This is due to problems experienced by most of the earlier composting systems with evaporating all of the liquid waste they received. We have been allowed to locate our toilet buildings just inside the U�S Z� Caring for the Land and Serving People Prmed on Recyded Papef 100 year flood plain as long as the top of our evaporation bed is above the flood plain. These beds look like raised planter beds with a decorative rock surface and they double as interpretive exhibits. A small sign on the side of the bed explains that the composter and evaporation bed are part of a self-contained wastewater treatment system that doesn't use any of the limited drinking water available at the site. At first ADEQ wanted a chain link fence around the raised bed to keep people off of the gravel surface. We asked them to allow us to try these signs instead and they have been very effective at doing the same thing at much less cost and visual impact. We have received quite a few favorable comments about the message we're conveying and it ties in with the conservation message given throughout this particular site. We chose to use a lined evaporation bed adjacent to each of these toilets that takes advantage of the and climate at these sites to dispose of any excess liquid waste. At our toilets equipped with BMS units the amount of excess liquid going to the evaporation bed has been minimal as observed through an inspection port built into the bed. BMS sizes the ventilation system for each site's usage and relative humidity conditions. At one of our sites located away from Oak Creek we have equipped the BMS unit with their DEVAP equipment to evaporate the excess liquid in place of a leach field. This device has worked well. We have not been required to install these backup devices at sites away from Oak Creek. At most of our older composting toilets we constructed a small leach field when soil conditions permitted. A small pump inside the composter operated by a float switch pumps the excess liquid to the leach field. The leach field was located 200-300' from any watercourse The typical volume of excess liquid is usually less than 5 gallons per day, about 10 gal/day on a holiday weekend. Another site with an older composting toilet is built on solid rock next to a boat ramp at a remote reservoir. The composter is connected to a 200 gallon fiberglass tank in the basement to collect the excess liquid. The tank is periodically pumped out by a septage hauler but we have been thinking of fitting the tank with fan and air diffuser to help evaporate the liquid and maybe eliminate the need to pump it out. We would not hesitate to use BMS for any future installations. Their designs, service, and quality of materials have been the best of the four manufacturer's I have dealt with. They are a very innovative company when it comes to restrooms at difficult or sensitive sites. ADEQ has been quite pleased to see us use composting toilets instead of vault or flush toilets because the waste is treated onsite instead of carried elsewhere or put into the soil for disposal. ADEQ intends to use one of our sites on Oak Creek that will be finished this spring as a demonstration site to show nearby landowners what can be accomplished with composting and photovoltaic technology. I hope this information will be of help in allowing your new facility to be built. In my experience, a BMS toilet located within 60' of the reservoir would not be a potential pollution source if properly maintained and located above the maximum spillway flood elevation. In the unfortunate event a composting toilet should be inundated by flood and any waste escapes the unit, the dilution factor is so great as to make it imperceptible, probably no worse than the amount of wildlife excrement that would be washed into the reservoir. Our only experience with leaking composters has been on our older units that depend on effluent pumps to transfer the excess liquid to a leach field or holding tank. Occaissionally the pumps have failed or plugged up with fine sawdust. The liquid level would build up and eventually flow out a vent hole in the chamber and make a puddle on the floor. Clean up was done with a mop, bucket and disinfectant. We have not had this problem with any of our BMS units. Composters have the advantage of being able to readily detect any problems because all of the equipment is exposed and easily inspected whenever the routine maintenance is done. Any leak would be readily noticed and contained in the basement, unlike a buried vault or sewer line. Should you desire any additional information or need to clarify any of the above, please feel free to contact meat 520/527-3591. If you ever happen to be in the vicinity of the Grand Canyon, we are about 80 miles south and would be happy to show you any of our sites. Sincerely, Shannon Clark, P.E. Facilities Engineer 2 Bms BIOLOGICAL MEDIATION SYSTEMS, INC Waste Treatment Systems DEVAPTM 2000, Patent No. 5,342,516 Vault Evaporator, Patent No. 5,573,661 REVAPTM National Value Engineered Structures Prefabricated Public Restrooms Water Flush and Waterless P.O. Box 8248 - Fort Collins, CO 80526 A Shane Group, Inc. Company REFERENCE LIST JOHN COLLINS 303-969-2922 NATIONAL PARK SERVICE/US PUBLIC HEALTH SERVICE DENVER,CO RICHARD PILATZKE 719-526-1730 WATER PROGRAM MANAGER, US ARMY, FORT CARSON DIRECTORATE OF ENVIRONMENTAL COMPLIANCE AND MGMT. TERRY ARMBRUSTER 303-275-5184 U.S. FOREST SERVICE, REGION 2 OFFICE DENVER,COLORADO DAVE ERLENBACHBRENDA LAND 909-599-1267 FOREST SERVICE TECH & DEVELOPMENT CENTER SAN DIMAS, CA TOM BARNES 970-667-4650 COLORADO DEPARTMENT OF TRANSPORTATION LOVELAND, CO JO IVES 970-963-2266 U.S. FOREST SERVICE, WHITE RIVER NATIONAL FOREST JASON RUYBAL 970-385-1323 SAN JUAN NATIONAL FOREST DURANGO,CO JOHN WILSON 770-784-3060 GA DEPARTMENT OF FISH & WILDLIFE ATLANTA,GA DAVID FREEDMAN 404-656-2770 GA DEPARTMENT OF NATURAL RESOURCES JOHN BRUNER 307-777-6235 WY STATE PARKS CHEYENNE, WY PROVIDING TECHNOLOGY TODAY... FOR THE FUTURE GENE KRANING 303-651-8446 CITY OF LONGMONT, CO/PARKS AND RECREATION HERB BROOKS 307-739-2659 JACKSON HOLE SKI AREA JACKSON, WY BARRY DAVIS 303-969-2921 NATIONAL PARK SERVICE/US PUBLIC HEALTH DENVER, CO ED GLASS 516-868-7904 TOWN OF HEMPSTEAD, OVERLOOK PARK, NY NANCY KOBERSTEIN 303-778-8774 MILE HIGH GIRL SCOUTS COUNCIL DALE DISHMAN AURORA RESERVOIR, CITY OF AURORA COLORADO 303-690-1633 LONNIE PINGREE 806-857-0306 LAKE MEREDITH NATIONAL RECREATION AREA 0 TABLE 7-2 RECOMMENDED RATES CF WASTEWATER APPL:rATION FOR TREN'H AND BED BOTTOM AREAS M (li)(Wa Percolation Application Soil Texture _ Ra to Ra teb mi n/i n. 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 a Loam, pc-uus silt lawn 31 - 60 0.45 Silty clay loam, clay loamd F1 - 12G 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 tilstes of significantly different character. c Soi 1 s with percnlati 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 days. e ihese soils may be easily damaged during constructiun. 214 SOIL PROM HOLE NO.1 e Ci z > cc] to Cf) If NTFri Ci SOIL PROFILE 2, HOLE NO.2 I T i- nn iir� i7r t1L4Tn�a Ni riii1- tr-1UIrltt.KInU `J-rUzie_b:j.y*l;�--- - - -- :sr l r f � �� EINC. Alpine Engineering, Inc./P.O. Box 97/Edwords, Colorodd/8I632/970-926--3373/FAX 970-926-3390 FACSIMILE TRANSMISSION SATE: 2, �-ro VZ Jos nTLE, v'« 11 GS NflJ� Name: dame: y, .»•I.Le, to }i'E19I-,LA E Company. Company. Fax: Fax: Fax: Nome: Name: Name: Compony. Company. Company Fax: Fax: Fax: Number of Pages (including cover sheet) P-of 11-01 REMARKS: R -s T7t- ` 5e � vct O F bT��I,"r—s Feb QS 02 08:53a RLPINE ENGINEEKING u S P Af A S V i-X- 5evvtf IV ENGINEERING !NC. Z.2-4127sal Alpine Engineering, Inc./P.O. Box 97/Edward§, Colorado/81632/970-926-3373/F FACSIMILE TRANSMISSION J TITLE, PT Nome: _. -_ ill C-gi, t Seylo, rrnQ, ee , o r C- N9tYie: Company-. 1�._ Company. Z Alwl Company: Fox: Fax: - Fax: Name! Name: Name: Compony. Company. Compony. Fax: Fax: Fax: Number of pages (including cover sheet) + i. TL WJ PALS( REMARKS: Pew Duc # �r IA a :9,EdGftta`O Q 4 - t r" f �'" V J Y der MAY-30-2e0E THU 10:58AM IG:EAGLE COUNTY ENV HEALTH PAGE:1 �IM f 6V®p Af Awe, 411 o r Pie tv 0 A er,4 eol 61.es "o / e4,w � kx-kz, huge" -fzw / Ake ..�✓ ��--fir �� .�� ,�d� bra,:, �� ,��v 5/1� � ' w , MAY-30-2002 THU 10:58AM ID:EAGLE COUNTY ENU HEALTH PAGE,-2 propane3' t7ll-%%& 1 0 1 main lodge 25ve7q.q I I solids tank 3 fam-IffAT11 gray water tank clean out 20' Y4081. 7212 11 grease trap /--OC7 glq1%77 12 5�76JA I 10-,j dosing chamber "vr.w r-O /� � it /VC7 L.C. I DAVIS EXCAVATING 1 5-23-02 ldvfit -t�R-M- �/7755: lee-ch field to lower field M-HY-30-2002 THU 10:59AM ID:EAGLE COUNTY ENV HEALTH PAGE:3 UTE SPRINGS L.C. [ DAVIS EXCAVA Imes �ri�crarfY�ifS� bar 6rz7 199'6" 188, lower leech field 169, 5-2 red shed 03'4" 35,101, - �...._._ 79'_.- 133'4" shed M,AY-30-2002 THU lo::�'�AM !D:EA�aL1= CuLiiiTi' ENV ritf�LTfi 89'4" pump house PAGE; 4 ---.. -- ---- eI ! 01 40 LLJ .1 lb II � �'��` - - - •-�C] � % .J i � .' to . �ii� �' E0.0' cn � 6 � � � i � Jy •._ I I � Cl : ya l Wto c7 a - � I `y { bl 0 i 1 Cc II `� -- a o `, •� i �.. � , :' • o +n f mat 1; ti 1 OT`I T !1 ce lm ID ►y } , & � ..ea"",...� .yes �. �L-•-_ i '�1 ft� ��! 11 ii' t Q''.jfi iixlf pag w o s W UJto jy(y,1j�/i cl 41 _ _._. = � �.. -� � �• .:- -� � � _ � t io20 7 �� :,,,,'""•. - czi tea, i ID EA Wit! I An : 02 ow i Z aXx pp 1 L� o a. .. u »..,- .. O Lo 9 I I 1 1 c U)i i 1 ui iri. I 1 rj d' I G a,_Y a' _4 i � �� ;"*t3.�tlifl�;rig'�311vials�x3 �'-�---•••1 1 0` w B � E ,ozz w �w� j II 1 o r ...-..c ---- J L - ---------------- - yfl e M ! IA- M . I�., MAY-30-2002 T HU iO : 59AM Iu : i-AGLE COUNTY ENV HEALTH PAGE : � Jan-10-02 10:58A P_02 THE LEARNING CAMP January 10, 2002 Bill Carlson Environmental Hcalth Eagle County I = Bill, Pursuant to our morning conversation, l commit that there will be m dishwasher in The Learning Camp Lodge. Because we were not infornmed, when the septic application was submitted in July, that you needed kitchen permit Prior to issuing a Septic permit, please do not hold up our septic permit while we meet your requirements on our kitchen. We will work with you diligently to do so Our project needs to open in June of 2002. We are doing everything possible to meet county requirements but we can not afford any more delays because of the county. 1 hope that you understaaid our position. 1.l.00k forward to working with you. Z n' r much. athcart The Learning Camp P.O. Box 1146 Vail, Colorado 81658 970-524-2706 owww.leamingcamp.00m TnkI-A C71-'1rMr;k'J -r"I 1 4 4 . =l M TM. rflf'1 r Fill II. I— —11 1 1 1— — 1 2162-01 Tax#2111-153-2-003 "j JOB NAr Lot #3, Ute Springs, CATHCART C`7 ✓�� 4p� w) �7 JOB NO. /6 P 2280 Spring Creek Rd., Gypsum Va i 1 T.oarn i nrx (Amn Main T.C)clae BILL TO DATE STARTED DATE COMPLETED DATE BILLED S <7 �" o (� cp K-1-;6-e�'fes" r44,)/J C,�-4 —�� JOB COST SUMMARY �-- e L " TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR INSURANCE aQ "3�0©� ��o S ^c /� '. SALES TAX c,d<9 - f i MISC. 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I - . � - - , -- - � � . - - __ - o � �. - . � : , __ - - - - - - � : - - -� -1 - - � - , - � � , �: .- � - - - � - - . -_ Q -- - , - � � --, -, - , - - - - .- . � - __ - � _ I - �__ � __ - � , - � � - � ____ - - - I - � - ; - - �� I � - . - - � . - - . - - - - I - - - __ - - - , __ - - _� - - : - - . - � . - - - � - - - - - - - '. - - . - - - - - - . � - - � .__ - - - . - - . i- - _. - � - - �_ - � . - I . - , � - - - � _- - � �_, ` � - - - _- - - , . - - - -1 � - � . , ': n7 - - . - - - - - � . . - � - - ; . . , � - - . - - � - � I - I . I : : - - . - - - - - . - . - � - - - - Z � � - � - � - - - - - � , -:-. . - , -, - � . - � . . . - � . , � , . � - � - - -1 - � � . I - . � - - : , I � - - I - . . . - - - � - — ��!-_ :7- �- .. I - - _- ;: � - . I - - - - � - - - - - - - . � - __ - - - . � � - - - - - - - - - 7 . - _� - - __ .__ �_ I � - - - - - M � - - - - �_ � - - � � . - - - - - - . . - . - . - � , - - �:, - � � � � .� -1 - _� - - - , .- I - � . - - - - - - �Z . � - .- �-_ _. - - � - - r - - � . : . � __ I , :* - , - _- -- - .. - - - - , - - - - - : � - - - . � - - � , - - i - - - ,_ - _ __ - - -� t:__-� I- � � �_ � . � __ - - - - - - - -, - - - - - - - 1, - . - __ - - - - - - 7___ . - �_ � _- - - " - - - - � - � - . � - - - - - - � - - __ - 7 - - rr - - _� - '_ �. �, - -� - - �� -_� - - - - - __ __ - � --_, - - ��:� � - -_- � - . - � � , Z - -'r. , � : �_ - - - i- �_ I - � - - r I - - - - - __ � , - , � . - � -_ � � - - - - - - � �� - . - , � - , -- I � - - - - - - � � - , . . - - . - :;� I __ I - . = � - � . - �� - - � � - � �_ ; - . - - - - � - - - - __ - .--- - - - � . - - � -, __ k — - - '. -, � . - - __ - -1 - - -. - ; - - - I � __ - - . - - - - - _ - - . - - - . - __ -, � ;� - . - - - - - . - - - - __ � :z , - - - --- � - - - . - . - - __ ! I- _ � - - __ - - ---- - - - - � .- - � - � - - - - - - __ - - - - - - ; - - : -1 - __ I . . - - - - - 1 - - � . - I � , - , - � - � � . _. - � - - - - . - __ � . - i . - - , - - __ - - - - - - __ - - - Z - . - - - � - - 7 � - �_:_ ,_ -7 . . - � , - - � - .. _;� � - - � , , '_ � ,� - - - - - - . t I - � � __ - - � , - __ - . - - . � - - - - - - __ __ - - . - - - - - - - � - - - - - - __ Z _1: - - - - - - j =- - - - , - - - - . - - - . . -� - 7� - _� - i� - - - , - - - -1 . 3 � ; - - �A = - - - - - - - - - - � - , - � - �__ __ __ - - - - - - � - . � - z - - I - � �� - - r - __ . - - -1 - - - - - .. n - - - - - - - � - I - � - - 7 _- � - � - � . � z . I � __ I - - �1 , - . - � - - _�: I - - - - - - - � - Z - - � � - - - - . � . - - - - I � � � 7 - - - - . - , - - � - . - - - . � - - - : - - - - . - . � - - - __ I - - - - - - - - . - - - - � - � - - - - - - - _- - � � __ - - - - -_ - -- - - - - - � � - - - - - i . . - - I - - __ - - �' - - - . - � �� - . �: - :_ - __ � - . _. - - _� 7.�� X ,:;� - � - - __ , _ - - - w _- � - � .-, - Z - �. - -- , -_ - . - . - - - . - � - - - - � . - - � - - -, - - -, - - - � - - - - Z - - , . - - - - L - - - � - - . � - � - - - - � . - � - - - ; -- - � - . - . - . - - - - - - - - � . . - - .- - . - . - - - - - 1 . - - - � - - - . . - - i 1 - � --� � - '. -, - __ __ , , . I - � - - - - � - __ t - - � .- - - - . - - -1 - - . - � . �� - - - - - - . - - - - - _. � - - . - � - I - - � - - - - - .. - __ __ ___ . - - - - - - .- - �� - - � - - � - I : - - - I � - - - - - . � _ - - - - � . , �� . , -- � . -- - _7 -_ : - , - . - __ � - .- - - � - - . � 7 - I - - - - - - . - - . - - - � i , - . . - - � . - . - - . - . - I - - - - im : � - -�; - - � - - I - � - ---- - - - - - - - - . - � � �_ . _. - - - � - - - - - . �, , - - . - I __ , - - - � - - : � , � ..- . - r - . - " - - � -1 - � � - - . - - - - - � � - - - _ - - : :�__- - - - . - - - - - . �.� - __ - __� - � - - -Y7 , � __ __ -- � - � - -_ - - - _� - - - n- - - - � - ;:� — - - --- -, �__ --- - _ __ � � - - . - - -. - - 7� - - � - � - - , . ;F7777;�� I ____ I . � . _ � - - - - . - - - - � I. 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I I ----.s t -_ .. - � _... . - � - � - _- � __ _- , - - __ - � __ - . - �- - � - . - - - - , - .. - . - - - - - - I - �Z� � .- - . __ - � - - - - - - - :�. � . �_ - . - , - - . - ___ - - . __ � . . - - - - __ � . . - � .: . - -: - - ! . - - - __ - - __ -.1 �� - - . - - - - - - . �%�� -� __ �_ - - -_ i - _� , � � - : __ � � - - - � - - , - - - - - - �_ � - - - . - � � - , , - - - - - i - - - :_ Z :_ - __ _. -1 � - � - � , -- -- � - . - � - . . - - � � - - - - - .- -_ . � � - - , - - - . . _7�7 7___.7_ _,�_m , , - 7� � 7- , - - - __ - - - � t. - I . - - .- , - _�-- �_ - -- : - - - - - __ , f � - - - - - � - . - - � . �� - , - . - - - - . - - - :_ . ,f __ __ - �� __ I - , � - - - - - - . , . - - - I , - - - - .. I __ � I - , - - . - � - � . - .- __ I - - - �_ - Z - � - - - - - - - _. _� __ �_ - � � . - I- � � - - . - I , - - - - I - - - - . . --- __ , - - - - . __ - - - - � -- . _! . Z __ - . 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W - - - I . - - .- � - __ - - - - - __ - - � - __ I- ��_ I- - - - - - - i __ __ , - , - - - � . � - - - _� - 1i � � - - - -_ .� _- . - - ; *� i .- � __ � � __ - - �� - - __ - it - - - - - - . - - . . - I . - - u__ - __ - - I __ - - _: � - . � - , _- - : i . - __ - --f- ,-- - I 1�� f , � - . - - � .- - - - : - . -- - - . - ____ - � � � - .. 7. - - - - I - - - - � - - - - . - - - - . � : . - - a I _- . . ,_ , - - _- -_ - - - , �. - � -- __ - - - ,_ - -, � - - - - Z . : , - � - -- - � � - - �: _. - - . - , - � . I I . - - - . : -', : t - - - - . - __ � I - .; - - - - - - - - - - - - - , - � , - � I - - � - __ - I - ,-, - � - - - , - . - - - - � - I - __ - - � __ �- - , 1:-,. � � ��' -_ t - � � , __ - - � - - - - - t - . � - __ __ __ __ - . - __ - � ;. �� - . - I - - - . - - - - . - -, . . - - - � - to . __ - __ - , I - - - - � - � . . - - � - - - . � . . . - . - - - - - - . - - � - - - - . I I � - I -1 - _� -, - - - __ � � . � __ � ;_ _t � � - . __ . - _ � - - - � 1- - , - - ` - , - � - - - - - - - .. - , : � - -- - - - - - - - I � - . - -_ - - � � , . � �� - - � - - _ _ - - __ - - � , __ -- -"- � � - � � , - - . - . - - I - - - I - - :1 - I M . - - � - - - . . - I ; - - - - - - . �� :_ - : - - __ - - �� - - - J� - � � � __ . , - - - . _f - . .- - . I - . - -1 - - - � - - - - -- � - -- - - - - __ - - - __ -- - -- - � �-- - - - - - , - - � - - . _- . -: - �� - - . , � - - . - � - - t - - . - . - : . . - A - .. � - - . ". 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Z . - - - - - - 1� I - - -, - � - i- , � - - �_ . - - - ,- - - - � - - - . - I � - I - . - I - - - __ - - % - � - - - .- . . I . - I I - - . i I _. - - - - --- __ . - - I - . � - _. . - - . � - - . - - - - . __ - - 7 __ __ - - - - - - -1 - _- -,, Z � , - - - - - .� . _. - - I - . - - - - . - - - - . - __ . - - - - - - -- - - - , IZ. � - - , - . - - I -- % - . � _. � I . - . - - � . - - - --- � � - - �� ,_ 1 _,� .- . - - - - I __ - - - - - - � . :�, . � - � 1 - .. . I - __ - � - - � - - - - . : __ � - - -_ - - - �- - ` - - - __ � - - __ - , - - - - .- I � � � - - -_ - � � - - � . - - - . - - - - - - - , - - - - � . . . - . - - - . . - - - - � - - - - � - - - . - - I - I i� - : - - - - - . � . - �, � - _ , - . . - -1 � - - - - - -1 �� . - - - - . � I - - - - - - - . . - - . - - - , '. i . - . � . � - . - � - - � - I � I . - - - � - . f . - . - � - - - � I � - - � - - - � - - - - - --; I � - �� - - , - - . . __ . I - - - - - - - - : - - �� . � -- -_ - -_ , - - - . - I . - --- e f - -�- � - - - � :. - - - , -- -� - - � - , - - - . - � I - - I Z � �_ . - � - - - � - - I - - - __ __ - - .- i - - . : - - . - - - - . - - - � - . . .- - . � - - � - __ -7 x . - - . � - - � � - - - -- -1. - - . ;_ - - � - I Z __ � . - - - - � - - - - , , - � __� , - __ - - � � �__ - � � , ! - - � � � - - - __ - - - � __ - , __ - - - - - __ . __ - , .�: _� - _' - - - - - . 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I - s . - - . - - __ __ - � - - - . - * - - . . I - . . - - I - - __ - -,-,- - - , -, -�--�.�.�, �_ , _�, - - �, -i - - - � . -_ - - - - , - - � - __ �, __ � 1_ - - __ � - - -� - --- - __ - -, - __ / __ __ __ , I - -� , 5 �-,��,�--"�_-,�,-;-�- -- - ;,-�--LW_--,,, icl 4. Comply with all Eagle Counti and Colorado Department of Health regulations regarding septic system ' - , - -I- - .- - -� � . - . 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I _. - . �_ -1 __:t:____r . - - '�, � _- �-� :� - _: -.-. - __ , - __ - ---- - - I R - � - - __ . � . , � � __� -� , - -,--- - --;�-_ � � � , _ - - �, - - - � �� - - .� _ I - - - � - - . - - - _;_ _"�,,� _-;;, --- , - - � �,,��, .- _� , - - jlt - I - - - I - - - - . - . - s __ . � I --- . - - -.- � __ : - - - . - _. __ I - - . - __ - Z - I r , . ,:�_:��-_-� ,�- ,-,�;-'r-�,- - - . - I - - i . .- - - - - . - � - I - - � - - . - - - I � � . � - - ,� , I , �' - - - ,�,:--_r� � , - � . - `:z , , � �, -5-�Q, -C7, -_ . x�� - - - - - - - - - - - I . � I I - - - . - � - - - . - . . - - -1 -!- �. - - - I - � : - - - I - - . � - - - - . - - - - - I - . . r - - � _. � � - I - . - I -- _-�-.�;,.,--�Z�,;-��,,z '_ ---- - - " , __ - ____',� ', "7'' . Eagle County regulations. - - I . - - - - - - __ � - - - - � � - I . . - . � - - - - . - I - - - ____ - - .. - �t� . . I - . - - - .. - 1. - , "" � ,;, _._ , - , 5. - Provide inspection portals p4r - ___ r . � . � - -1 - . � � - - - . - . � __ - - . - . - - - . - _- I �- � - - -. ., - - - Z�� __1 - . . __ __ __ - . .; - . I __ __ -i - - � - I - _. �, _ _,.,�_, . :��.�� . - __ I - - - - I ��100 - .. __ - __ . - -� .... - - - - 'Z ., r , __ r 1". - -1 - - - __ . -1 - - Z - - � - . - ___ :- I I - � _', __ - - . - - - � __ . - - - . - �._ - - -i I � - - - - - - - - , - __ - __ - -- , , ,� e. , '�' __� - - - F � . __ - - I . . __ - � - - I �� - - . - - � � . � - -..---: .. - - --- - � - - - . ; - . � _ _ , -��-�,,--_,- �0 - - - ,-, I 1_" I - . - � I � - . - .� - 4 , - -;'� - 3?,� AC F . - - � I - - � _�_ , 1-1. - � __ --- . - - - - - , 0� Z_ �,/A / - -",-- - - - . '' __ I -A Z. -.- --- . __.. - ___ - . _. ___ - - - - __ I tl- __ � __ - - . . __ I - - -1. - - - - , :,� - � :/ "- - �4 �7.-�".;1,--ye, - ��, � _ '_ '_ -� - _ __ __ ,�' - I -, - . ,� ]�- - - - _ '. - - : - - _ � - - - - ".,Z �� , . . __ - � I - - _: - - - - --Z -,�,� --.--. . �'�r�'; - - I �' �_ -, � . --- - � , , - , - �:�� _, �-,_ ��_ I - L . , - - - : - i, &,%, Ax - — . _�.' . - _07_ __ � .� f- , I- - __ - - , I q1"' I -.-. - . � - - - .1 � - - s . 4 . - : � v - __ - � ". - .- - . �Nl I I -IV- " � -f -� �1,,�,�, , v-,�. _�,--X -� � -- - - , , I , � - Z , , � "*,?';� ,, ,,,� � � - - -_ , . � t - - - � __ - , - . - - - - - - � , �_ _1 `�� - -- . I - .- - - Z .. - __ - . - , , - ,/_ , � , ,��- --;.,��, . __ - - �eb -�,-,Sk' � _,r�C;-Z,,�,-,,,x.-_- -,�,;�4?r-�--`� � -.%': -,-.;�', ./48; _`_ __ - - - �' ,;�,�, __ - - - � - �� - - - _- - . I _:, - -1:_: !- ..;_ I I - , . , _ � - __ � _`Z 0 __� __ 1PG\1t4 #0 ��_�,,Z�, , __ ,_ -� ,i;- ;�,,,, - - � - i�, . , �_ - - . - . ___ __ . I . - . __ __ - - - - - - / ,\:",� --/ ._�- _", - -.-- � i�,�, - _� , - m 1�111� ",� _1_111��-,-�, .' . I - - - - - - - - - - __ - _. . - - - � - _ -� � � I .. - - � - , - '.-- , � �� .- ' k. : :-- - - - - I . - - - - i I - -1 - ,� .- -�� --- : --- , � . _- - - - _ " _,��!�� - - . - - �.� � - - ., - - ,_ - - - - - 'M'N - - , ',�,�-,.�,;�,,,--,------;,(e,�,-��l�-_,�--;-_��,�----��---"�� - , , �, - , � I �- - - � � __ 4 . - , , , � ./' , � , - - - - - MI. , - - �" _. ---*Z- _;�.!�'� �,� - - , , � ,�_- �, . - . . - � , , -1 ,;: - - � " � A;Z5- e'�,�� _--- � - � - � - . - - - - - - - . N. P,19 .+ , .2,1- %. , ,t . -, -, - `__� . _ - ';-��,;,? �, ; �� ---_-�-,� -. . . . I _. - - I - - - : �%� - - 7 , , ,;,�`,_-_-_,�'_-� M-1 - - - -1 �� , z- ,�� -- - --- f - __�� e �� -�__ 7� �t-_S__� ___,:;_ _�_�� ;��_ - - - 4 - r - - - - j� I- . - - i�, -/ , - , . 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FRAME _; __ __ .z e, �F�;, -, " _- � �� , ___,;:,__ ,� � - , - I � �_ - 47 " " " .� , � - I , , - - - - - :_ - CE-Z 01, --f� -1PE, :x�-.-S ,.�%]Utf , - � - ,- - - - - , - - - I'll - -;-, ----� � -`F, , ,.R, �77 i � - ,,,/ � -11 - �;2 Of �M*,�,-,5_-- - ---- - , I �_,-_�,-.,___, ___1 � - . - - - I - - , ', � - . /� , � ,, ,;�_ - .� . _- - ��-, -*-�r �; �, / __1 - - . U., - _� d? N �_� / 4,,, / ., � � / - , - � -, . - . �- 1, ; . . - - - __ - - - - . - _� _. I - - - -, _. - � Z � I ; - 1z _� - I..- _:�,_ '��'�-- -.3 --,-- - on,.GI distance between trees and sewer lines and septic ton -, � - . __ .- . . - � . - I . - - - __ - - - - _:!� " - __ 11-1 - - -- - - - - - -1 -1 �� __-5, . " �,:�" ` �;',-�� - � �, --- -, �, - I � 1 . - - - , - - ,� . -",-I- ` I,-, � - ,-F-, --_-,�� ,--_-�; _- �_-----`-;�f"-,'--_- __ . , . . - - , __ __ I � ;. - `-` - � - -�-, _� 5 � - �� - " -, , -� _--, , 6. Provide minimum V horiz - . � I - - - . - � - - Z__� .- _� ,47-: - -- , - - e� ", , `� -�, ---,�, -_ . - - -1 t . . - - _ - � - . __ � i , - - . - - __ --- - - - - m - �� , __ �_ - - �,.""�, . - - " , -, I - - I � � I - - - - - - - - I - __ __ - � - - - - . � � � .--- __ . -1 - - .1 - - - - I -, I , �, - � `/ _�` � - _� F - - - - I - __ . . _� . - � - __ �� __ - � - -,- _. � � - F . . I � . - - �� __ - �__ � - - � ..� _r� , , - - - . . _. - �_ L . - - - - - - - . __ - � I - - . - lLj - -- - � -; -- - - - - . __ . - - , - - - - __ _,� -5 _��, . - - . - . �_ Z .. �� I _. __ - � - � - . - - - -1- prj -ARI,, - - . 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U�, � , ,__� .1 -,-. � . - - � - � - - . - . - - I - - - � - , . - - - � __ - - __ .---' - - IV* : � 9144VII / _1� N�1190,_, ��', - � � ; ; , __ -1 � - - - - . _. - - - __ `__t`�x ,-�- --, - -� - �_Ir�,, .,. ;�,_ ', -, _� :��,_ _1� __ j�___, � - -_ . I - , - - - I _ - - . _. - - x, ---,: --�- - 1�_,__�;7`e:�/�_,��/��_ -1, �1, I _X - - . � _-;,tr . - � __ . .- � � 7-- - r , - X-Z, -1 - - - - - ,,� �r� - - " Z _�, 'r __ - _-Xe7v__ � - -, - ', � - - � _. - __ - - _ , , __ - , _6 - �,/�� -,2, ___ - - ,/ - - . - '� - z--- - 'I- - - -- ,� , . . - - - - - __ R Z -- 3 I z- -, � -,, 7�' �. _--, �, - - , - J - -1 � - -20 - .- --- - - --- - - �� - "', - - W - - - , 'f �, - , , , - . - , , - -, ,-,---- __ - -3- - , __ �_� - - - . - -N - _,;� " - -," ?��- '%.',`,,�-,�-�- - - - - ,�� - - t - - � - W, -e - , -, I ` , ,--- - -, � - ff - '. - - - - .- - _ , - � �_ __� 4m __ _ -, �--;'�,,�-_-,-,_�_.",- _�': --�,Z !�-S " - --,' I _� " /� _," 4t -.I- - - - - � , , , . __ ,_,�/_-__--,- , ------- � -1 .�_�,�,� - / -,-- , I --- - - - - - - - I - -, - - - - - - .--- - - ---- - __ - �_, - ;,;, - I �_. � �+ I - - - � - - ,// - - . _� - . __ - _: _� - - ___ �_ - - - . . - ,* - --�� ,��,;X , ,:, - ,�. ,��. , __ -� -- -, - ,--- -, �-- - - � � - � - - - , : _. , - � %-- � S C - _1 - T+41 --- ,�x-- � ,; ,;'�, -, � _�. e �'� ----' - �- -:�.- �; .,��_f_"__.��_ , '__ .---,, - - __ __1 - __ , - , - .- -, , I- . - , _ - - 7 1 - . 'd EZI - . , I _0 - ,,, /. _ - �,� - ; � _,�� ,,�, , � --- - -_�, _;� , ..-,, -,,, � 1�'___, 0 _ - RL - EXISTING - J,; - � IMN - _-, -,�:'�,-; � - - . , , . -_ ! C', I -- -_� - - _ -, - - - - - - - _�_ & kl- ---,2��f--�,,�_--;;-'�, -,-.�,- - _�_ _.. - - - - .. ��/ ,.�; - ----- �-�- _ - - - - - _ . � - - - --- - -,--,- - ,� � - . : , -1 - - - , , / < - , ; \ � , __ - -1 .. �: - ,C7 " � ,'� I - -.--- ---. - ,_�,_ _� - � _ - � t - ', � - -, - - - - . - - �P,� � - �r , - - - � HED � sq� _ '�. - - - I I - - --- -'-- � .- -:,- __ , ': � - - - - (�_ __ " --/--, __ , ,11� - ,Z !--_%r ,1,14 n;�, - - ,�,�'�;--.' ----- �'�;,�-",,;,-;, . ,e-- ., , -,- RM, w � - ,-, - � Q � " - , , -_�_ _--,_� -- . � . - � -, � Y_ � ,,,, .,; � - - \ - ____ --tR _�, ,� -,��,/,: _;x -�� ,�-�_�,;;,.�,jl-":, I . . . - - - I - �_ . -, I A - � - - - - - - - ��, _� . _"_� , ,)"-, ,____-,.�,:,,_, ;-. __ - - - - _�_ �_� - k - _6 . , � �_ �, - - � �_, , - t � __- - �,� _ ,�-;, -,;� /7 � - � , _ - ,�, '._� __ � '3� -- , .-- , , - �, 7 - - / , _ , ' - ` `� I � - , , -, � --- _ � : ___ - - - - � , , __ I __ _� -, ", - __ - ,___.__ _- .7 - -- � - - . L __ A - ��,�__�_ " ,_,_ , - � , - . - . A �� _�-_. - -_ - - � � . .!---+ I - - _ - 1. - - __ - � ��/ - _�, � ___ - -��-_ , , ji 5. -----�� .--- , � �, � (�� __ - _ - __ - I - �31 / � , --- _� - , ---" - _� __ -',- - - - "91 __ ,?A,_-r�,-:!�77',�, . __� I , - -; - , , Iz-.- le��_�_�,Z_, ��,_ 1, �; __% I ` .4 / r� � -1 , Z - - I . . - , ,_ ,�_ - .- _� 'a, 5 o�_ - — - - - , - , . - - . . - - - ___4 -, . . - _� - , , .� � t e __ - . - - - , - t , __ - I _� _�, � : �' . PLATTED BUILDING ENVEL E - /I - __ - __ t t , - , - �� -�', -_ , ,�. - h 4 - ---- f-- - - - � I �_ I - -: ; __-� � -- �_ � - _ -'-- - ---�_____w . . . V 4 - -`�,,� , -_,.- -, - I ,��,,, - - -, � � �'___. __� 1"11 r - _. - - , .- ,-- ----. 0 . . . . . - I - - - . . - _- . - � . - - - . - ,_ , - , - --- X -I,-,_ - - ; 13- Tee must have equal invert out elevations leaving the. tee. - - � - . � - - - � - - - . - - � . �_ . - - - - r� � - - , __ �Z__ - �_ --- - - - - - - - -� __ .- e - - _� If, - " , , " - ',� - ;� �f � - . . - . . - I - - ! -- � -z-;,�_ -�`,�, " �-- . - V7 - I - - - :_ - - , 1� __ - - - - - __ - ,�r_ _-.1.,_ - _� ,e..---- - - -�� - -,-, --- - - - -_�-;,, .��, ff� --_--_-�_- -.;r. ��.� -,;, - - . - -, : _... �:��, - .- - - --, . . �, - - - __ - , - - - - - - "K _7__.� I . __ -11 ..,--�;_---��,_-, ��,_--�; �, �, - ,__�.,--,'-�,� - - --�, �� -�,:�;,�,,;,;�f�--_-.--;.----.---;- - - , _ I L - I - f�- -i - � . - - _'_ - - - --- - - f - -i -�,� _/�_ , ., - " , e �7'1,- _-%,;-, ,_ �_�,;- �,'5.r"-_� z�;�,;,7��,,- . - _ -, 11�' . ---.---.---- -7 IT, , ��-_--; e - _�� - -, - Z_1� - ------- --- --- --- , - : - - , �� _� - - � '. �6 - __ _ ,_ - - __ , , - - . �- , _� - -- �----- f�,J, _1'7:1�_ - 7- - - _ - . � �,, ` __ A- - �, I , , � - - _-1-- __ - _. - - - - � - - :, �_ r __ -_ - - - �_ - - � - - __ - '/ - - � - - . - - - __ - a . - - . - _. - m . _. - - - - �: 4 �. - _-__ -- .1 . - . . - - &I - � - - 1. - __ - - - - r - - . - ,1 - , -,-- I - � - . - - . ,� � - - - - - I- - - - - - - - - - - - - - - . - . - - - I � , . " I -, __�, -, 'j - f - �� _-;� -'----f. - - .)sorption I Field be -seeded -after installation of the subsurface disposal system. - i -_ . - . - - - . . 1. - - - - . . - - - - - - - - - if � I ;_,�'.. - 1- - - �? I 1, , - ��_, - I � ,,� _-�- .. - - - - I _. - - - - __ 7__ __ � - , : I . ."low, - �v�'_ � I AKA�`_` , - -1 - - - , a - I � - - - - - - ��' -, --' - - . - - 1 _._ w - - I � - � � , , -, --\ lv—j ��e' - �,N, - PAKKW_ G`-v-,', __��.�_,Y, �', 5,, �_�'_,J'15? I- '_�";�`�", __ .- `� �_�,�__ '_�' __ __ ,�X___�, - _;e;�- .r - - - - - , - - ?, , - - __ 1� -;, , " --'��,--_---,;"-4-, -� -�:;-�--.'� � -o;�',� --, - � --_,-� , Y-, --e- A. I - - - � . � __ - �N - r.- -� ---1�_z..:,;_�; 1'�,_ 1 _�_7 �f - '� - -�Z� " --:, - -, 114- We recommend that the - . _. L __ __ - . __ _� . - - , - -1 - ___ - - '. �- ,.-.-.- � -.-- - - � q__ � - � I - - _. , --t i _,***�, -?-�--,;- - �,�, � -�� 1 ,", - -, ��,__:�_r �� V I - ,--- _17f___� --w- --_r,_--_,,.---_--�,, . - - � � .: --I - - � Z // - .w,l ( - - __ ,� :. - - - - 1;__� / , A \ r , " ,�� - - - ale� �?_,C,�__��_'Ih� - " � - - �:� "? ir.., �>?�� ., - - '� - - - - - - - _ _.; -,�, - --�-X, , - - . , --- - " ; , -111, , - - - " - --' - - - " , � --- -- - -- ,i -- _. .- - _�;t�'..,,"�, "If � - - - ----- -� - -- - - ---- - - I - 7�,. V , . �� , - - _�� - - - - _; -z- - _ � __ , -� .- -,�,- -� - .- �;�'�,�,_, �, - - � � _: - � I - 4 - " ��-_, ---._-� � - , _- - e,�, - _;_", ��_,'��_'� 7_!_� --' �, - - " - J � - , � ;r��,:� X - , � -,;K �:�_, � .� � � - I - _- - , , rx _ . �, , ,�, - . � - ��Z�-;- - - - �-� --r -, - - - - - - �% I -_""";�; - -_'�-'� ��, .��-,o. ,�- -� _. �,, _�,.�_�-.� _,� - -,,� 7 , ,�-, " _ - - - �___ , ,t;, 1 - ,.�;_ , . ,_ , __ _ __��_ � - , - _ . �__, x- �_ , �,� e � - � ��,,_ - , -,/-;, _� � , " --- . . � - " �_ I 1:_�_ - . - -, -'--- -_- - 4 - _� - - _. � -,, _ ", I _ ; , ". � " - --, �-,�; -'-,',- -, ;�,�, -- - .� . __� , , , _- " ., .1,-;rl,;e�, _- � - � - . - - Z M�' � -1 - � -- - -_- 7 - --t,_ - - I - __; i . _--�_ ' I r., / - _/1_Z. � - - - � L �11 �,'M�r�-,,,� "', - , , � - --,.-��,-e--,'i-�,Y-.'�-'-��-�-'� -r-, - - - , - - -, - - I �_-_, _�_' _� ; � � --� -,; - ---, - - orrim - � - - � . - I . � . - . - - - 41 � 11 11. , I - lel. � ,�,� -_-,-,�-��----,`��,�,,'.f, I __,� __ �_�' 5 �; _1� � --.'�--!��. - --� -� :, _e� - � �11 . - PrOMOt6� evapotranspiration from. the. field.' We rec end using a seed mix - Z . - _. - � , - I - - . _71 - - - _'4. - - �, __ _� � ,, � � - - --- , e- .1 I - - . A -good native ,gross cover Will I � , . - - �=_,'_,__-_�,�� 1_;�1X__;_,_1___ - �.�,'X`�., -��,�; `�,�-� `,�,.�`-?�` - J_ :��t_`�," 7---,��--�-,,?�;�;�,z,�-,��lffl"-��r--;��----- ,`,_-�,";-,� ,� �,,, , - ,,, ,� __�,, -,, . �' - 1 ::� r� I - --si '. ; - - --- - - I:r, .- r . - 11" . . �� ,- e -f, � 1'�-�,�:!,_-x;,- - . . . - - - . - - - - 1 m �`_Z4�__w�Im&��11 - � , .,� ,_ � --�'. - I - - .- - - - -�,�_ � - - - - , -- , - - ,�� - - , -, �� - -, - I - such as Foothills. Postu - - . - - , m -1. ��.,__�"__�_�_,�,_�__, V, ��_ - .- - - - . - - I ___.- j - - %�?�7-�� g�� --- _�� --, , - �� - � 0 - -ii - - - __: - -1 � �_ � - __ - �, ;� . _. - , - -, - - _��w""-� "" - �'�_ izZ�__,_ _. _. - - - __ f : ,�L - - . - , - - -7. - __ - A - - - - - ___ I I W, _11 . - . Z __ � - __ I �. : , � .- I f - __ . - . - 7- �`S8737'WE_�432F I - 1 - - J�X,_erel _� _-___ - ;_4�1 i.�,��:_�.��.�_ -- No automatic sprinkler system sh Id be installed w - - - - � - , __ - - - 77 , - - - - __ �� - i I 11 137 - ,z - 1 1. � - ___ ,-_%�, _� �_, � , , � � .. , � , �` ?��, S require f - , - - .- 777�482J --i - - . - �. - f - V . ,�� -- -- - - ,� , - - � .! z - . - . - I - � � : � - __ - - 7. — - - - _311 - � - . / . , , . - �_, . .- - - - � - - - r_ - -,__---: - - - - - - - - - - - - -- � � - i I I � - , --, _- � - - - - - . - - - - 7 - a - . .11, � . -L . I - _ --- , __T___ 7--777l =2 '_ ,V,Tk;i�,� P_ __ . I I ___ - � �,�, r .1 - I - _. - 2 .... 09. �' ,t: , , - � __ __ re or Prairie mix available at local feed and seed stores. These mixes do not' - � I - - -_ - - , , _, - 'JOG ` - - - - . - j � . - - . - I - - - - - - -- -zl�,t--,, irri I s . � - I .- - . - I - . - . - - , - _ - , W, - - ��-.-�,��_-/� 3 , �' gation and devel . - I __ .1 - - Z . - , - , - �__ . =__ . , ' I" F I I j - -, � -�'-�-- -,---Z -�,- -� - ;�� 25- a, , - _,, � - Z'!'. - --_.,�.- __ � " . F� . .- __� I - __ � , __ -- � - � 1. � - - - - _� �_ - - . e �z-�_ L -:-j - - - - - - �� 1:� f - -I- , . -�,, _---,"�� , - . op a growth I 0 to 15 inche high I - - -1. __ ��;-.;f_�,--�;�--,��'__ - .1 _�� - � ------.-- �, . - - - - - ,_ - . . . . � z I I ,_ - - . _. - . - , - I ��,,e�-`�__-,�, --, 11 .- - , - .- - - -__ I - - - _ . - - - - __ I � � .- - - - . � I . . f - - __ - . - ___ � �' - � :-.- - - ___r-., - - __ - - �11 - __ - -;��-�- - 5�X,_ - -_/� " - - - above the disposal field. �. _- . - __ - - - - - - - w_ I ��,.,/ r, - ,��_ _.4�1'_� _��,�� - . - - - . - - - - - - � - . - - - . I __ Z � 1� - '%�� I , _�______.�: ,'-- _---.j,`1 I- __ - . _. - - - .- � . - � - - - - . - - . - - - . I - __ - - __ *� ��,;:�r � -.' - � , "�� , - , , �, - S-n565,-0�--.------, - 7=77--r-, - - , ., ", ', . -N. --- N� -, 7 - - - - - W - Imi,01 1� " -1 " ---,�,,,- , -" - , - - - - - .- : - -�_--_- _- . - � , � E - - - � .- - �: � I - - - - ____ __ i .- � - . -1 - - � f S , , �__e'-__,�'___'.__�_ 'I, � �� - . . . � � i __ - 'I, - - - � ,;,!:�_ � * - ��.L _;4 - - , �� - � - . - - - - : - - - I - j - ___ - _� __ - . __ - : _. - - - - ,_ - ,,,'.,,,r- -;�7,;a, --� �' �� . - , - - . . - - I I L Z - - - - - - _ , , �t�� - - - ;M� =17�77_ 777 - - ,4 , � , . " ,;". r - . - - - . - - � - - - - - - - I . - � i . . . - � ' I - - ' I - - - - - . - - I - I � - 4� __ - - r � — - — . — . — �_ . — . — — - — - , � __ - - - - - __ -- - ,��, -, , - � , , --- " �- ��,�- , ,,,,�""7=i___11717t_ t` -��s�--,i - - . - : - - -,� -��,� -,-!��-_ r� ,��rl ___�. �_ - - :��--, - ,- -� : - - :_ � � . r -z - - - - - � - � , I - I . - . r - - — . . - � i ... % �-,--/,-',,�.- 1�7� , 7 �., - -,--A -- � ,;.�. , S�,. - - . - - , ,- , - - . . - - - � - � . - - . - . _1-- - - .-� t . I - - . � - . .- - — - — — . — , - __� � � � - � - ` , -- , -- --�-Z�� , __ � , - � . � � , � - � - . - -7 - , - -1 - - - . - #*-- � - j ��_*-�',17%01 _"N�%_�,�4-/ . `�,,�. ,� f,,-, , 4 " - -, ,e 2 --- -, -- 11 - - __ - - __ .4 � --,-- ,-? �-_ _,�", _� __1 __Ii�� 6�,;�-"_�,_,,�,.�'_%-,-- -,� ��-:��--��;-.��-Z,-"��-,-�,s�,�,��-,-;,;-z--"--.-------;-----e�-f*�--�-�,�,�- , - ��t.__ , :�: - - -11 . I : �, ��. - - - __ - � �� - - _;�' - , , ,-,- -, , I - .�� - --/� , - 0 ;_ - , - I - �� _/ I- I V I: \ t!��,7-!7�,4 - - Z` 7 :=77�77 : - 10 - � � � ____ --. - - ' :--. ,-,;-- ,f,,;.,�;x.� - �% � - - . - - . - - - - .1 - - . - - _t�t y 0 er - - - 0 __ I _� .� � , - ".. - I system considerabi different fr m public sew a - - I � - - I __ - _ � . __ - I - - --- - - - � � I I - � t __ .� - - - - .; - ,?,�_,�,--,',--'---�-��-�-.-;-,.�-,".,..�� -, - _V�_ - e_,_ , - 15. The Owner must realize or. on -site sewage disposo is .- .. - __ - - .- . - � �, � . _� - - - . -- � : � I . - - � __ �_ -1 IN __ - - - - __ - - - --- ___ �_ - � � - -- __ r - / . _L_ I � - - N : it %�,- --_-_:�.�,�;�_ :-, --:�,��-�,-,-.,-�-',,��--!�-r��'r",�- -'�,77,10 ��: �; - � - � - , �. � � � - - - I --: -. .__ - - .- - '__�_,� �, _....,., __ I Aw . . - - - __ __ - _� ,%'11� "I , . I - :: - - __ - . I . � - - - � " - A 1� � , - �,: " __.� ',�: - , %_ _. - _; , � ' - . � _. - - I - , � - - - - -,,r ` . - _��. zr�,_ _�,_�,_, . -1, -11 , . - - - - _ - -*�------ - '1� AI _f � ,tl__,� "" --` - .:� __ � "x , _- -- - � .. __ - - . - - - . __ I - - . - - - I - �_ �05 . -, - - -- ,,-- "�� ---�,---',.��-,-�,�-�,----�,-,-,� , - -,.--,��-----��f,e--�.-,,,�-,�,?,,--�..�:-,,, -----;,-; , :1 - - - - - . - -- t - - . � - - I . - - � 6 - - � - , --- , - 0, � __�� __ - __ - --- . - - 2 - I - __ - -1 � , - __/ -_ -, I - - __ - - - - .�_ �� - .,� . I "_ .., . . 7,� , ,�r , z--. �, � �;,-_-�",,--I-.--*;�,-,�'l;�,.:":i- _�,A�- --� - - - . __;�- , -, - -4-, __ ____ . - - - __ - .:�.�� - �_ irst year of use to monitor s udge : � . I - , - __ - - , - - ': - - zt:, 1-1, - - - - � - � � 1, - - , -, �/ - - �� " .Z " -- --, ,-- -� - - - �, -,-�" � -- ;__Z% - ��,`�--- - � - "---��.,-�,�,-�e-;'�----�--f.'-��,-�, -_� -- -- - -- ----- � . I . _. i( . - I ti- . � - - � I � i - . . --------- -/. - -�v- - ��,� , , -,��---W,-�;---�, �. . , � -� - _��` - " - . , � � - '�---�",-� z--%--�--, -,'.--,, -,� M - _ � system. We recommen - __ . - . - - _. _ - - .. - __ - � , �_ __ �,�. , - -;;�:-O; �t-�,;�, --- -� __- - - - - - - - - - - - - - - - _', _ , - � -, - -,�.�,_ -.� - ` . - , _ -__ �_ f- - z � . - i - - - -.- - - - - � - - - I - - � , , - � . . _ - - I - - . - r -I - - - . - - - _.. - - . - - - . I . ,-- , I . . I - - � - . M � � � - - i- __ - _. . - - - . . - - - __ . . - I . .< - � - - -� - .;? - ", - '. - - - - . . - ; - - . - - - - _.- __ I - - - _. I - � - - - - - � , __ - _Sf�rx, �� , I - - ' - __ - __ - . . . - .I- . _'X , �, � �4_,j . - - I � - - � � - - , � - - - ; . - - - � - - - - , � . - _. - - - , --� � - -_ - - , "' - �-,` �_,, �� . - - � - � - - - - __1 ' ��_ �,__k�__11_2r�R_ , �, - - . - - - - . . � - . � . . t - - �Zl I _� ., % �- . .- . , _ - . '. - , , seals malfunction. -To illustrate the point it - _` � ,__ �� - __ - - I - - � - . - - , - - - �� - -�nv- 10 Cp *SHYLO* - - _- % -, ---",�,---,�,-�--��,v,--j/.,o:�/��-:�', -2. _,_11_W�r_4- ��,--��-1,��---",:,�---,�,�l,--�a'--e ,��-,,�--';.,�;�""-�',---'�,�-,f,��-;�, -,,,-;, - - - - - � ,_ -- w . - . - -,- a , ';-�,-��-��----�--.---,-;�__-,,�!�,f', �lIz�,�'�-,�-'--�,e��l-;�,-�'�---', - � , � , �;. "-�',�.�'-'�-f-l-l��"--'.�,:-,�,,� ,'_�' - ;�;:e"�- �,�-,-,_- ;e ----,�- r %;-� putting plastic or other non-tiodegrodable material down the sewage dispos . - - , " - - , " -�- __�', - � . __ __ - - - - - - - - �,_. -;L".;?',`� , � --- ---F-- -- � 1�r' , , �', , ., �-�� -, - ��---�-' -_ - --��,,,_�'z�--/%- -�-,-,��-,�-�,�,;',-, -,T,i�; - __ --- I - - & - I - ., - - - - - - - - - � __ I � _. ,��_ - ` -----, -� - . _ , :�. � _��, . .. � .: , - ,z _-,, ., -,�,� --z - - �- - --- _�, . - - - ,�; >, � . -�--�---,-�,-�_,-;,, f�,_---:_--;:,, - ,�,;; _ X, � a accumulation an - inimum of every two years afterwords� There are also daily considerations; such as not __ - _. __ - - - - I - - - ___ _- - gz� , ,�, ,�,.,f/�;�`:-,_---�_, - -, --�--� _��',` �-,ff�---,` -,--- - . _�, . d a m . - 1-1 - - - /. N � " - -- , � � 11 I - I . � V� -�-�------�,�-�'-�---.----,'��',,�---,-e�Y','�-,-.---�,,'--,,�,--��.---�,---,-��,�- �_---_-�-�-,��- _ �,�-,',-'x'.%-,-_-� 3;'-,`��,-;'e-,- - �1�1,, I - - ---- -----."�- 1�-`,��,-'-,',.;� �_z_ � �j�-_ -_� �-r,-- - ,_�_f, - ,�__ ,�__;, al system. Also. water use must ' , � . -: __ - t . , _� - __ - . - -,Z,! �-- --��,��,;��-�X� ;;;-�� o ,Wr , -, --_� X� � _�, ` f.��_�_:_ e�, - , , - �_, � _,� . - , ,��,� __ � ,-��_ __ � __. - __ - I - " � Z , ,, - , __ _� ,-,. , __ _ e- __ , __ , . - - - - � - , - - ::- - , , . _� - _-� �__,� " - - , , - - � :._ - �. . - - - Z_ - - " _�, - � - '. �,� - 1'cx�_�-�-/, "l'-�,0,;5��,--"-,,�-'s--,'-��-]-,;'�� ,�7�6 " - - _;/ , -�, , - - I -'- __ . - - __ 1. - ,�� _4;o7�__--,--r - __ - � v - , _ - � - - � � - I_- - .N __ I __ - _. ", -1 - - - :�?'�5, __�--'� - - � '� -': - - - ,-.s _Y�__ ,-_--, , ,_P,;-4-_.�-_-�_�,�. - � � - - - - - - � __ .. - - __ __. ,�6��01 V., _ � --.,--.-I�-��-i;Fl-�;�ll:�'-,-,�r��;,---;,� __?, __,___� - . - ��_ - ,.-'I _._� r , �,, - _r -1 . I -�._ � -- 7,- I - - - - - - - - - / -- �-� � , - I ." ��, � �,�-_��-. , , , - - -, - - -- 4�1�;�� 11- , , � - __ - � _- _: , - t��', ,�, - , - 4 - - � -, - . - - t /I . j��,, '. - __ Z_ �_� ,� - _. I , . - � - I - - I I - � - I - - - - I I - - . - f ,; : � �_ __ - , , - - - __ - - . --- ,/ � \, - �-' i - I -- -- .�- ;- ,_ K_ ,��, _-�� - � _ d the pimping of the septic ot.the end of the f � __ - -_ - __ -11 - - . - - I . � - __ - I � - I - �_,% 14� _Alg&,��illl'nW�l - �,� _-', � ___jo�_;,,�',Ajz�-,_,_�_! - " , . ,/ _' ��--- --- -, - _� - � -, ". -` - ----, -,-- `, __.�,,-�,-;��; - , / �, _ . , - of and assume the respons tinued maintenance of the - - , t� '_ _' ' _- , . -- - --- -� - Z, __ � - - � I %0, 7 - ,-- -r- - _�5_�axl_ , ___,� ,_____,� -,�, - . ,_ - , __ -- -;;�� -g�, -- --�., . - __ . I _. __ ; ,�_�01____"__,;�,_, , 1�___f,_" " t-,�,?�� -.--- , ; � .- - - - '14' 1 L ,� �� ,__ - , -, , N, _:'��,.�r�, , ,--, , , - _� , - - - , � - - - _;�;Z - ------------ , - _ 10' - W . �_ - ;'- o' - �, - � _��i - .� "-�-,;r,----��l-�.-��-�,�-x-.;��-?�,�,---��,��--��,---�l%?�'��";-.�---�'�,--.�.-� -, - , Xz�!NK_Xl � - I __ I - __ - - -,, , I - ; ;;I'- - - - - , ibility- for con - - - - - � 'Ort, - t - - __ _',,,__� " - -.--; -_ �__"�__�_, � -1. - , - - - / I -, - � -��- ��-,-,, - - - - "t_��'�_,_, - j - ----,;�_---�,;��-�'..�;-?�----��-,.-�- - - , '�� 4� . . _'�- � � : _': - . - - , , - t \ -Ili - ,:�, :. �__;�,,��_. "_�-,�,;�' 4 � - 7 N, " -' - - _�, I j , - - �, - �,,_� ��_. --t. � - > ---" .� - - , __ � - �� _ �7 -__1_1' . . - I `� - - / K , , . 1 4, , �' _/, � - ---I services. The Owner must be more - , __ , - � . r. . � . __ - ,,_� Z_ .: .� , , V o ___ - , _, -;, - - �, � - d, _�_,W", 'O - - - 6� � __ i, � � \ � � , :, - " , ,; --- - - � . 11 - .,,- ,--- _- - - - __ je -, __ �� , Q , _ '' _1 � I ��M - it , , � - - a , . - . &,! � .11 I . . � I , . r ,�_ " � � �__ , - - �� _-,--�-z�-�',r-, . - ,------ - - _ - , � 0 .(O , 1 - __ I - � _ 'N _/ . _ - . , - � - . - - - ;�.�,','�__ �_ -, - -�� - '� � 75� �� y 5�. - I be carefully monitored - . � - - - AT - I - .YZ -, - - _ , , �. � .- _ - - . - ,�___ _ - . .- . ,�%'.�,---_�? ---�--,��--,--,��-z,,-��,�--��, - , . - 1�1_ , � , �__�!. �� -, so toikts (ire not allowed to run when - - _ - ,� � � - ,�-. - ,�,, _� _ ,_ , ,�: , ./;, , , _. _,� il� _� . -_ - - - . " - - -_-. - - - run. . , . ; � - e." : .�, - � - - - . - � - - IC2 __ __ � -�' /.Mm��ZMJ�Mm, " ,_� � �� , , � _. - __ - . . - .. - - - _ELEV �� - - '_�_ , __ ; �, __ - - : -__ . - - : - _ . - - N� of - 1000.8z- -, -,x,_,� -- --�, -?..'-' - ,-- `50, � � �� _ -11.11 , 4 �e.,-,�,,,-�,,�l-,.:�.!�,�,:y-,r7�,-�----,I�-,�,-A,��.��;��-,��----�,-.e�,�. , , . __ __ __ _.�. - _ PPJ1W-'_-e-�_-, �x_ -- - ��; --,�--,-� - - - �_ " -,5`2'.,,_,- ,'�.�, - --. .r�;� �,� � " should be noted that a ru I - . . � - - - - - - _,� , -, - , '-Z --�� _ " - - -�', - - -, ` ,� _--,"'. �,, - 4:��-4K,.-_�,.-,,�-; ,�,��'�V'11-- . �: !I I \ e��-_ N, ,_ -, �. j�� - , 3 �,:"�'g',, , . ___. _. _: - , : .1 -1 I I ____ - - �_ (". . - - � � . -'�6- � __ � - - --'-�,�"..�� -,-z, -,- �': - nniag toilet would consume in excess of 10M gallons per:doy, if allowed to - I -, _. ___ - � - - , '3� "t " I - - � \ - . ;� . �� ,, � - �_ .� , - � , P ': NY � - - , ?�,� 7,t - - .1 ROPOSED_- - t , ,�, - __ ,� ,� , � --- _3�� ,/ -� -./ I - -��-- _�-_�;,� -!,�' �-�,,_��--�� ,4;��,,�%�,�� , -, (5, - , - I - _.: I - - - - - I __ 2� � ��, Zx _ N �? , '�_,�, -, - - - .�,� -.- ,�;,;�;,-�,;r:��_' �, .-��, 4-- - � �,,_ � '. �. X _;,_ _��, � , - - - , , , '. � " .- , �, " ", - -�:�� - -, -- -�, ;r' --, - ,� -��, _�__ " , 7! _ ,;�, , r ". , 1- - __ - - -he _ - - - - - - - - �:, t "-;,- -, --;�� - - � - ___ - ��, -, 1- I - - . - - - - .- - , - - - - _._�? � ,.� ;-."- � �� ,�v!�: :,!� , , � --_�� "-"!�--` loading (such as fm-n running toilets) will flood and irrevocably harm t system and stress the. _- . - - "-- - �- - - - ---- �, - - _ -, , '. _� - f- �� - .Z - - - ; - - __ - __ _� _. - . � . - _ - . - - 4---- ---: -_--,-� , ,;,_� �_� - -;; r ... W_;�__.Z -11 - � - - - . _�� , � - Excessive - - . - - __' - - ; . .�, , , � __ , ��, .�, - - - -, I - - - _ - - __ �-:�_ __ 14 - ,� . - � M��- --, -3-;-_�-,r , � - � - :�___,4, . - . I - - . �__ - - __ - � - -- - - - - �_[ - � � - 'G . -,��-� WATEF;�I- STORAGV,'- , --'�_�,_�------_----, _�� " - , - �." , - _. " � _ f - - - . 1 - . , r '? . - � , , " . �, - r �, � _X �_ ,;,, ,_!��-, _. _,�� 1. � . - __ - -_ - . - --- - - , - , - - I " - - � - , - - - - -; ----,?�-/, ---�-��-,-;--�,�,.---,,�,�,--�-,� - __-,.,;,� _--,�;,�_� - " , " _�_ , , _., e , -� . '?, ��,'�/& - . I � - , ---;-,�,,�,��-,?�,e'.-,��:.��i�,--�-,�------ �--;'��;-Z;� �,_.-,_ _?�, � ., - - � " �_ . �_ ,-. , ;� - .. - - a; YURTS jj ki i ': _.�_ , - - ;; -� � ,", " , �, , - - . _'? Z�-_�, ,;---,��-_ -, - , - - , -, 11 . - . - . - - - __ - - �1 , - � - . __ � __ - N �� ,.-,,-, 41 __,;� ___. e_��_,�`,_��_?0;�_5_1:1 K,�:e , , -, __ _M, _ ;��. . _� - - - - . - ,- . -� � - . � _n - . - - � - - _. - _� . . - - - - ,� - ,� - ----,- -,--: -_,_-�-�,,�;;- - - - .- - __ ;�rx;',-_---,'_ . - . - - . . __ . � --- . .� - � . . . - -, - __ , - - - - - .- � - �,�� ;e,�;---�__, - �, � __ ,_ - , , :. _ __ �,� -/,., _- ,,, _.. - " __ . - ,� - -- - -�--- -- -,----, -,?-�-_ , , � - -�-- - - . � - . - - __ - - - - - � - - - " ` - , , -, � --- � - __ � . - - : --' __ - I , - -, __ _. - -.-;-. - . . - - I - -1 - �_ - - - - 'V��'V � -, I - - - - - - _�,�, _ - _,, � , , -, � - � e_ - - :,_i _-, --� -- ��:` ;--,'Z - -- - _x�� - � , -, - - � - ----�- --% � 2;7 ��; , --,-;� ; ---- -;, .-, _,�- , I - . � - . t - � - - - I - - � __ _.�. � IF .- r, . , , v�, _,�, _�_,o:�!�.�. _,� � - - - tX � -�- _._,_� , . - - - - - -___ - - ____ _. � � - - f- . - I - - k N '.1 I __ - " � - __ � � - __ . - on -site well - - - � - - - I - __ - __ - �. __ _. __ - __ - __ - Z . - - - _ . - I - - - , � - -A I . - - - `Y��_-!�--. -,---,,�-,__-;;;-; - _�, ,/�,,�,,�_ �� " _�__ ,", �_ � � ,-,-, -,-,��,- ��,A_,_-_-- ,',---, - -0, '. _ � .� - , _�__. I - - I . . . - I , � .: __ � - �,/ ,_;� - - , ,'�;, -� , - _�, � _� , -ZW -�,�--- - r, - , , � - t - - , - I - - 1 � - . __ )\ - - - , - - - - '- ;_ . �,n: .� _� __ ,-"-, -:; � .. - - . - - - - . __ - . - I . __ - - r� . � - - - - - - - - - �- I � . - - . I - . - - - - I - - - . - - � - -.1 __ ___ . - - � ` --- _�7� %,� ?� I -- , %4�;-�,�,�;�,�:-,: fj;� � r, _ - - - _11_. - - - - � .- - - - - - I __ � - - I - r� � - - , -.- - _ _ __�;�.f__ _ _,_// __", ._ ��,_ ,,,-., � - __ � - - - a a : % . - - - - _� . - A - . , . -'- '� , - _/ %_��._ - -- , - - _x , , _� , - .... - The high levels of salt from the b ck w sh . __ - . I I - - . - � � - � - I �_ � I - � . . . - f - - qr_ __ - - I __ , _ _ - - ___ - , _- �� - � ---�� -, ` � I :41 -,: -,�� -�,;, -------;---_'--,-�_,;,;,.�� -�,-� - , ,� I - - - - � 111111=1111I D - _.. - - - I � ,-��,�..',��,--�,--��,- z, 4;7,-%�, ,�;�,�, - -�, -,-- -1�--;�--�_e `�,-'.o -Z-!'��--'�-.- ---"-. , .�-_�� -;P',-� 7'.." �, � -, 'Z ,--�-- ,,� - -, .� �� -_�".; --- " _'�__?4� - - - - - I - - _ . - - - � - � � - - - - -, , -, �, - � � __ - - I - - �_,, - , __ - '� '�_�`!�_,_� �,,�Ie_",__� ,___.___1 - - - - - - �_ - - � . - ,_ � - _-�, -��:'��-,�-� _� _�' ��, ,�,:_-,'��;--- ,-,--,�-,�-X,�--,,� -��-,.';, - , -, , ,./- ` , , -- 7--�� -� -----� --,--�"r--_-_�5,,�-i-, _-,;�,-��-_-- -- - -_ `-� ` �, . - � �d-, . , , - , , , , ", , , -�`,' �,/-.'- - -z';7r --, �, , -��--�-_- - , . e �. �r� -,- ,_,�,_-,_ - � - - -,,,, ; 1 11 , � , �-. -, _ - - - . - - - - �� -.t, � - _e�_ , ;, , , - � � , . , , , , , �� - __ - - - � .� , N - - ,_z - __ _,�, , ", , - --- - -- x-� - , _-� - e', . . - , - - V-4 __�� ,��;, - - . - _1;1;,` , - - _o-"�_�,�_';,� z . �- - - V - - --;,-_--,----, - ___, , ;6,� �,e - ., , :, , - �1;fl-�,_`��',�z_,_,�__, _4_`t?1__,;;/ � - __ .. - � : � C1 - - - - � .-- . . - : - __ _1� I - - I Y, - , - - .; __�__ I . . , - , . -;, I - - � - - " - -��,. - _ _ , _ - 1: 0 . , - - I PAOVIDE- C 3 - - -,,. -.i � �-- _ , _ i�� _ against installation of a water softener --- _. - � � -- -W-, - r; __ \ . . ", - - %� - -��', - _, , , ,_ Z Z 0 - - --------- WRECTRI , ,,<�- r;�_�, e �-,- _� --,� _-�� _�-;' � � o - : W. - -� -- -, - , _%` -�7��.- - ", _;-:i"7,f� -�=,--�-�,;�,, , - _ ,_,�_ __ 16. we also caution you - � . - - - - I � - ,�� ' - � , -;, ,� �, ; - � , - - -X- -�,. .___ , ---- I __ -1 _', . ,�� _ - . - � __ I _ , - - - - - _�� _Zv , - .- _�_ , ,� � - " ,� �,_ � - - --'�",_---_�-� -�,-----,�--';,�,-'�-,�,�-;-,-,-��-,�,�s � ,____ - , - - - . I ?�,_' ,��,25r�,_____ - . � . � - - , - .. , - , �_ - , - �/',-_/ �---";-;-�,Z, , , , - - 100 - - - __ '!� - , . , . - - - - - J�, ,� �Zj� - - � - , , , ,, , - � .-----�-t s'�, � , .- � �v, �� - , . � , - - .-, . - - - . . � __ - - , - - � , , ` - __ -, __ - - - - Xv,-,--fz�,�1 , - __ ,�; I - - - - , - - � -, --;. i - - - ff � , I I - - � - - " - -- ;� i , ,��', ,-�'-, ,----;- ��,-----;-,�;;, `;��`-`;,-�`--,,,�--_� -N-,--,--,��,--,-_,�-�-�--;-,------�?�,�,..-.-!�, �,�, __ � . . T�a - I 3 �_ L_ -0 - -- �----,�-,, - . , - - ___:�_ 1:��,_.f ,�_., �,;,_ .X.1' �.. I I -site sewage disposal systems and a separate drywell should be i -I-.- � :L '. . 119 RESTROOM - - - , ii - -:-: - - �,-,-�-,-e-�-7-----��,�,�---.---,,�i�-,----,-� - - , " -, , - - , , '�, �"-�,�-,-.---,,-,"-,S,l�j�-.-�--"�, �, ___"X_,._ . of 43 water softener is detrimantal to all on _ . . - . � . . - - , ,.-? _,:�M:___ , ,� .. � , .� -1 t - - --: , - - - - , - � - ,�, . I � _,z, --,?- �, .. 5 - . __ - _. - ��'. - � � - -, , - �_ " I,. C� Z . - � backwash - - __ I - - .,-- - . _ � � - - - , .-.,- .-.---��,,'�-�,�,�,�"-l-�/---�-�--,-':'I M_ to - z .. - . - __ __ r- % -- ----- � ., -, ---,- �`�-r -,, , '-",�,,�-,---_;�?,. - _ �, ._�k � � __ _,� - t _r ,� _��_ I - 11 - - - -�,% warte if 4a water softener is installed. - . I . -1. - ,_.-_7 -_ - -, _- ,-,. - -_ �1 - -.:- - _ - �- --4. f . -�� if - I - � - - - - - - - \ - ,\ _ - ,;- .-7;,�--_--�� _ - - :, - '- � - '. ��_ - - � ,,,� _ ',_� - �, , - , - 4" _,�, - ----, - -- __ X - -_ constructed for No landscaping or plastic con be install . ed r� � - . � 1� _?"n�1 , _"_�� - - __ �, -- - ` � , - - ,�,., - - - - ��,-f -,,�,-�,�,��';__,, �_ --,- -i:�,��,`�"_�;-, �,� - - -� � - _� __ � - � --- - . �� - - ( -_ _- �_, m _ � --- �. -, _� , , , . , I � '�','Z:_�_r�',�?��,,_;�:% �,__.�, I � - - -, ;�, �, ,_ r� .�� - , � I �-u / ?;, , - , ,z, - - - __ j;,�F - - _��;v�,_,;_ r , __ � - .. � --- __ - , � .. . - - I t - - - __ - - I- __ _�___ e�____, __ -1 _; � --��,- 1'��`_,-,-;'�'-,- _;�� - ---,�. �_ �, I ,..;k . n from the field." - - . - -1 : __ � - , __ - - . - - T_ I- - - - . . - --- - -.-- - - � I - . - - - � - - - -, - - ,_ - -----, ,_ , �; __ ,,,, f - /� - - - _- - - . , - . - - - _ - - - - __ - I - . - _ w .--,--,, _% - , over the disposal field that oil reduce the evapotranspiratio . - - - .- 7 - - . . .. - - : __ .. - __ - - - - - __ I - - ___ � - - , - - - Z - I � AUCIN � .- ,!� - - _.,�, -..-, . . . - - - - - __ . . �i. � - Pole- lb�ot' - __ . - - _� - - - _� - , e�_,,�-�- - ----W.-,,:��,,x----, -�;-,-_-,�f,�--.--.--, -- ,--;-,, -;--- . - - - _.. . . - L_ - - . - - __ - � i , 4- � - - - - a - - . . . - __ , __ - - - T - - - . 1. - - __ - - - __ - _. 4 -7 , Z�---� --�n,*�-�-- ` -jN ,',t_��-,,';-,'.-'�,,'0 , - 1;;�e � - _. . �, . - I � __ - __ --- - � -- - - - - '�__, ____ - , - - _- % �'� �' ;�_,�"-";"` -40� ,6r,��-X- .;�_ f, - - � - 4 . - - - I - - - - .. - -� ,�--,,-, :';,0 �.�*- ,-,� _`�.,��, - , - ,� � --,, - ".f"_;,i�z�; ,--,,-- ---,�.- T_ . - - . I- i - _- 7�_ -, - ;a - - ,� f - N't ; . � 1� �,'�� - - � --,-�'�;,-',�',"��-�--��-:�;.,-,---��,� �, �, -2, -.;;��,, ��-.-_- -,,, - -� � 0 f -'�% , --,f _,� - ,��,2`,�-- 2 -- Z_ - 9� � , �4 _ , - -, -x%� - ` - - - - __ - - - - - -- 5 , ��_ ,?;��, -A:, -,;, ,��X�,-,--- ,;��,� ; - - .. . . - , - . - � IF ik1.1X ,�, _-_-,_-._ 1, � ___,; '�__ - ,� , _-,�,4� . r . ft ,��, - , - - __1 - - - � I - - �' . __ � ___ -.-/-;,� -� -- , , � �, , , , '. ��, - �_ , , - , - - , . , , ,?- �_ �, �; �_ �',� - . - - ___ - __,___-,�,,,,�,,.,��, -,��--,, -�--, 'Kj�__-_ ,��, - , � / - - _,�, / � � ,�,, 5;�, - -_ --,, ;��--� ,� " _-�, _-,� �- � � . , * - � - _ - � , � ,<; - � I - - -,- - � -- , ,_ , '. : � - � -, : , . - - . �. - --- , , -_ - -f, " �, ,:�, , _- " __ " , 11- _,.',-:'r;',��,'�:, �--� - , _N - - __ , _� - - - _�_, v I W 7 . - - � - - - . - :� � --- - __ - - - - I _� - �,__ __ e - - - -- � " -- �:,�� '-? -�- " --- - , -�, 3, " - � ,� - -1 -�, �_�,_,��.�� - - __ - I .- . - - _ ___ - __ - �_ - - . . . - . - - - � I __ - . __ - __ - - . � - X,�. ' -1-1, - , - , , ,, M - - . t f, _. : I - I - - - __ - - __ - . . .- - - - - - -- , - - -�.' --' --' -��, - -;�- - - '- ',.�, -, ---_-' , - -- , r� - " , , - __ - ______ inimurn 10' seKation between water and sewer lines. Or encose per - - . : - - __ - - � . I - ___9 .1 - - - - - - _- ��-�?_-��z-_,�O�,��ee ,%-��,_'�, ;� -�--� _-_-�_-;; -_�__��'t,�_::_,-�,�,i,_', ��.�;, 4�/ 1 111 2�_!�',�,-�:� 5� z`X - - - _-, __ , , - Colorado Departmen . a - - - - . .- � __ - . � . - _.. . ,I - . Z� I L � __ __ . -XI, � - -- - - A,,e� z -_ 1 - - , '_ _'_', -, , - - . � ------ , , - - " " -- _- ` -.- -, - - - 4 , �,�, 1-13. 17. Provide m - . - - F - _1 �, __ - - . .- I - I- .- . � , - - - - -_ - -_ _ - -2, ,�: ; --' � � - - , - -"-_.:",___ , -1 - - � - - - . . - - - . - OR CONCRETE SEP -�-��---�e�;,�--.-��--.�;�;,-2�'-Ik"��,�---_--,�l-- r_,�__ _ _ - - � � _ - _� - - � � ��; � . - .. . - " 'o, . _�_ . . __ � _,-rl�� -,,� �-_ - , _,�� '�`__ _`____�'_ ,:�_ - ,�_ � - � ,f - -,,-i:nti-.,-----,-', --��- �,,� --;', --- ---�_,�Z', ��._� -_-,�-f,'�;- -%-,f,�-; � - - . - - __ . - � I __ I , :�� _ _m'- - � --I-- __1 � - _- - - ,;,- - �, / ,� - �, � � - - w - . - � . __ - =___,___,�__________ - I - TIC TA* : . ' . --. ?� __ __,�__,_� �'.1-.1,1�%?" _�_,_____�`;�'��____41 _. - _ � , , , Z_ . . , - - - . . . - - - W-500 Q 1-� - - , , � - - ";_,�;_ _�; r 2�,n, �/, �, f, - - - __ - � I - - [,-N---,-,-4,��-��,,-,e�,��-�,,,., ---,, --�//-:-/_'�-�,'�,---,�,�---- % �.-�:*.,-_ � -�-_, -� :, �,�-_:,,,_--07". - - - -- � ---�a, ., �. - j . - - . PLASTIq XIA I ��_ X , - _r� � - - 0- ., ,-,- " �., - , - �_ - - , _, : - � _,3 �� . , - , , --- �� - - , , ;x X �\ , , � _�� ,� , ;; - , , __ , , _ .:- - - __ i - � tj� . , �, ��; - _,�,� - " - f __��e_,��_ ,-,- . _,_',�--,--_,_,_----�_;�_ t- --sccged .i Kj- e_e� - I - _. � __ - - -_ - -- -5��-,--;',�� -�-��5�5_'_l __ I ___ ", �_ - - ,--��- ,,� - -_ -- ��r_�-�-�, ---_,v,,; - - . - Z - - ir- - _v - - - , � -, " - .- �� - - . - _. . -? _- '. - _ - - -A - -:-_�--. _- -1 , - - , -,---_1-_ - � - � - , �-�� r,�, , � ` _ - , - - - .-,., , ��:;�,_ ,�_ . __,, --- - : ____ _,_ . � . - . . � . - __ . - - - __ - - .- - , - . � - � - �_ _-, - Z -_-� t- -_ --�-� - - - , -__ - , " I - __ , , - �r.�, , _, - , -,-- . - -.,�f-7!��' 1 LL Ith regulations- - - - - � - . � , - - - . - � .0 I - � - - - 1, �_ . y t,:� - - ,--- -_--�y--_.;P,�;___ �,, x'-SPV -,;-,_--_;�,-'-,-,'�l-"��'�/�'--,.- ;,_1?5�__��, ��;�;,-,f---�:--Iz,-,;4�-;---"-;��.��,--- - --- -Z-`�-,-- : �_ -`t;-i�--,� -�,, ��,. ,-��-,,�% - !�-.--"---�,;--�;,.��,--",��-,--,�,� � _ ��' 2 , _,�-,,.-, '-,.2 - - Hea - - - -- � . - - -_ . .. . � sketch b � _. - - - I � n2t� - . -1 _Zx, - -,��---,- ,_,_��__" _-,_:X_"-_,_,1�: 1_____,`__1,�'_?,_�1_1, � . � _�� y�-, �, - �� fz� - ,-,r-� __- , - . - . - __ - - - - - - _� .� - I . - - - - __ I � - . 'I, TCH. - � R -,- - _11e�l , -, - ,/ __ mo - - - - . - . . . - .1 � - �� - - I _ I ,L -_ - , � - _.. - - / -_1 '��,, - � , - , -- '�; �� _-_��--%r-� --" -,-_-,;�_---- * . I �, . - - � �:� - _,�, - ,Z.'! ,--�.e,� - / . . - __ - - - - - - - .1 . - - . - - - - - __ - - __ __ k =-- - � � I � I . -- -- 4 -_-�,-,�,�, _ , ,�/�:��,"---�----��-'��-'�-:�-,---,--�� -_ . - - - - - - - -A . � PROPOSED I.- - - . _N ,-,�-y-�f-z,-";,X _-, -_�.��-�, , '� , , -_��-_:�;--f ,_ ,�,/.;, ,,,--_-,�.;�--.�--,_-.,- - _- _-,�,;_ , - - ", -, �, - - - - . . - - - - - - _. - - ,! - -_ _�.. __ - I .- NG UNED DI % - .___ ,%-K �� : - �.',� _� �� , � -, . - - � . I __ "�,.. mer, r_ . �5 :� - �--��_� _'--,��_�_,S;----�; --,,- ___ - -, � ,_ . � - I � . � � - - I - - - - � - I - - - - " `� , _� __ , ____ __ - . - - - � , I . - - " ? �, - - d by� ., I � - - - - , .- t - _.� _,_�_ �, __� =�, . - r __ ( - - ench comers. as require ; . - __ - - - - - - ,V 'I' //_ - . . - - - - - - - - - . __ �` - ". -!��" I - _`_`�__ _f - , ,,, - - - �, _. _�F__,�,, /_.�, _.�__�, -, N'l rption tr - . . - - - - - - _� . - - �A �', , . �-- -,�' -, _",�-7.� i��; ;��;��.,�,�_ , . , - . - - - - __ . - . - - __ . � - - 6 - -�/ `:� . ,71 - W � - ��_ 9 , .-,' , , ", - - - - - - It - , - -, = _. (P & IF REQUIRED ,�, _- �-- -'-��,��;.�---;�---.-;,-�.---,�'�4��M.��- ?� -�-`-,;,- � 3� 1 - , - �_� _,� ,�;Z�;�, -�,;,��- ,-,� -, __ , , - - - _� � - - . - - - 77 1 � _- . - . - - ., - ��!%��___, _1_;,_-___� - __ - ��_-,� 1-.1- , - 18. Prov[de to location ties tc sewer deanouts, septic tank. and obso , , . - - � -- - -, __ -- * 01 ___ f , ,`,-�r- -? ��-_�. kv?�-��-z*,�,---,��j -�-�:-.�,-!�'�-, ,;�f,,'�.'e-�� -_-�-_-_I�,n��. _. ; ,, - , --- _____;_�,,;� " � I ,-z � -, _.a ,r �� % . � I ` - . - - , - - - W - ___ - - Pal - - E)a - - -,- __ I � _�, � - , � "�� -�- - --� -�:e- �,,��.�---�,?--.-�,-�/--.-,�--i; z-,�-,7;"_��z-:;--a�, �--,-- -, - � ,� ,s� , I , N ,�, _- - - I -1 1. RESTROOM I - - I - - I � I ,I �_ - - - - �ss��'jn , - , �W , - __ - - - .. - � . __ . �,� -, �, - � I �� (00 - 0 - � - - , - I . _� �_ - - � - - - - - --- - - -1 . __ � , - - - - - � �,x-.,?��.- //_;:?" " �,, -A- � -,,-;1 X _`tr '__�,._,_��;��,�'�,_ �'�,___o;�;41�1-,I- - - - Eagle County for as-builts. o*J - __ . - - � - - I � � - - - - - - � - I - . . .. * . __ . - .1. . - - - � - - , � - - " - m - I � . - __ - - - - - �_ - - . -.11-11;11 - .- . 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Welt Setback �- - Pond/Ditch -- = 7 - 11 - - Field Table ., - :__ . - - GPD I I - - - . __ - - - 7� - - _L . - I . L - - L Feet - _ __ - Setback -Feet -_ --- Lod Lot -B- 1374+129 1)8 3 Rows 0 100' end 5 Row s 0 93.75' - � 141 - - - � 91 - . . Lodge Lot 2 *A ' L _1374 1]5 L 7 Rows 0 93.75�. _ _ _ � ' _ 'B" 130 - � � 80 2 - - - - � - Yurt Restroorn - - . Connects to Lodge Field � z- . - - - - - . 1 - 00 - - - � . n/a . - : I — � . - - - : . � - - , - - E - �, . - - I '. f - I � __ I -7 - J `z- f % �GALLON CAPACITY 1500 C ONCRETE: - 28 DAY: COMPRESSIVE STRENGTH c 4 pst -28, -COMPRESSIVE STRENGTH Irc -4500 si -CONCRETEt -DAY p MODEI-No-, 4116-SO 2: - DESIGNED FOR -20 LOADI AASHTO HS. NG,� �DIM W, 4�-w�- �2- DESIGNED- FopvAASHTO HS-20 LOADN0-.-!- 4 DESIGNED ACCORDING JO ASTM C857w 87, AND C858-83 'J&. DESIGNED -,ACCORDING JO - ASTM - C857-87, AND C858-83 -UP OF SYS 4- FILL wl CLEAN WATER PRIOR -TO START TEM DIM -B� -.11.-0-. :W/ - -�4-- ]FILL, -CLEAN.IWATER- PRIOR TO -START-UP OF SYSTEM 5.� CONTRACTOR TO SUPP LY'& INSTALL ALL PIPING�*SAMPLINGJEES-� WATER DEPTH Dim Ncero --5, -0`- NSTALL� ALL -TEES* 5,-- MNTRACTOR TO -SUPPLY & PIPING -& SAMPLING 6.1-- GRAY WATER Y,-BLACKWATER -SHALL ECARRI Y ORL B ED 8 CRAY ONt -WAIZR�SHALLLBE CARRIED. -WATER -Y. BLACK. BY !]��SEPARATE SIDE -SEWER -DIM 'D" V-2* SEPARATE SEWER SIDE Z Dim El -0. -CF T DESIGN CRITERIA, DESI N UNIFORM PLUMBING X APPEND H DIM "r- 5�101 UNIFORM'PLUMBING CODE APPENDIX H I ` -7� - --------------- --,-1 NUMBER OF MEALS ff :STE TF RETENTI STORAGE CAPACITY- PEAK HOURS' RA L9W TIME NS E -FACTOR OF -MEALS W STORAGE1 CAPACITY JNt FWASTE FLO J RETENTION -� 1 X 1) 1 FACTOR I X IN GALLONS PER- PEAK HOURS - I RATE TIME WEI GHT is, IPER JX JIN GALLONS -7 -GREASE- -INTERCEPTOR'.- `-LODGE. r 17 Put tees,directIv urvder� man wav/pnRnection t 47 -7777 A A* jy ZA Ar ljk� �-A 4 Vt 1 z T 1 J-Z -4- _R4 7 xoot vent— Lxtena to-%5 Roof,VenV.. Extend to N Im ltlt�:FKIMAKT� ULN6N tUNUIIUN UF -NLE)UUNG UQUIL),WASTE --nquta reaucxFon ona removai oT-rinisnea.-matenois-� i3bove eak of Roof'�, obov peak of Roof p F. access - 4 *vd -siort el s m --thot reduces waste through : oars with integral carn lock handles -G OH . ' Exterior7 of the tank includes: two 13 3/87 X 3WO-D and Evaporation a yste hinges. recessed into, a one piece flonge wittl permanent lubrication an two _evap version'tank. with � d- 8ft inspection plates wiM umart Waste�'Conver System"- ii s f: contained human.- &QtioM The Humonr �C Waste Conversion and Evaporation Systern.hetudes: con --waste evaporation tol rinals.to ing seal, -engineered ven tiletion � system; all accessories required -for start-up Studen't/G4n' system end. fresh woW mist system- toilet-- and urinal fixture assemblies; piping; from dets'and u weather -tight snap .1t dosure-- and O-ri I" use con version tanks. -and -operation; and associated Toilet wi -time Automatic fresh water -spr -�ater. storoge.tonk Fornpost -vdves,- fittings --unions, sleeves supports, and- other�, accessories necessary state'progrommable r. -fresh Jor�complete installation and operation of cy mist system, th, solid -7 n em op ve mp ver `-S t to, erate at'36 PSI with,o-flow rate of -63 GPM. Positi ys Jhe system� a d AC/DC con ter. Hand Wash pu Water ------ KMMtea three-chomber 12-volt'DC�pumpc with -adjustable: shut-off, -check volve� and' toilet Station displacement, self prkning -six changeab Jiltersjo prevent: dogging, c V SPECtRCATI )NS le/d Looked 1)oor. -It pressure switct� Portable gollon. storage tank. Include eanable LleCtrl ce In discharge line.-" Five spray heads whi ottom of the storage tank and five located -inside the ch one. Qt -the b HUM -the -surface area, of the'main chamber.�- - - Attach spray heads with flexible w Gre Watir�Service y -on- Waste CQnversiorv- �nd Evatpo�ation System- everd y distribute fresh water over 4 7-- d tool -during maintenance. conqections Jo prevent ornage if,hit with a service Provide Human- Waste Conversion and Evaporation - System, equal to Model 2000 with DEVAPThA Syste-rn-- os7------- �4j wd permonentil installed- internal service tool e of the tank. L One z�- _PQ Box 8248 Fort Collins, -CO -80526 1w80G-524-1097.`�- and it T -which��are operated from - the outsid ediatiory Systems- Inc.. ? DEVAP - mmufocture4 by Biological M -is iised- for- leveling siaterial in -'the front -the ank �and the other- is Used for -the back of the tank.-�---- -having -the following salient characteristics:... -moL use�-- � The upper, access door� nit -.t Septic tank Ancludesinternot --iting brackets forhanging service -tools when not in .-A.: Complete -Human Waste -System wh ch hori -primary design function of reducing -the- equ -observition-irindows.- and an internal DC light is -provided to - allow- service without opening the-'-. PU -Conversion and Evaporation, i a ipped with - which - for the biologicat breok-down of exce W major portiory waste -is liquid -and provide oxygen and moisture -of human % - ss liquid overflo waste -duct These processes -will take--ptace-int6molly-w1thGut Jhti. use of internal human -producing a stable.end pro -4tem provides- control -of I URT --SEWER SCHEMA11C pumps. fans,'. motors, or - heaters to control the distribution ' of - oxygen and - moisture.- ' The system. des! -wilt _ not P1 I. --The DEVAPTM.S 11qu -evaporation and flow of air through the conversi- -fresh waste- from the upper --chamber to mix, with the -Tinished material. in the bottom -chamber- - Only stable: permit. C :No, Scale for removal. Before materiar is removed from the -s tem it- is- moved mpo material can enterthe bottom of the tank ost - - -- - . - - - - �% �� - --7 �� - - - , e - - - . , -- � 7 ys 'it is allowed to remain for several months before removal conti W` er forward lnto� -drying area. where Roof mounted kC Up -blast centrifugal fan designed to operate ntiously�--,-UL listed und -*YZH -isted -and rated. Meets -NFPA 96 qu First CO 0, 1 W. ------ -subject ;762,7 AMCA -9m G�Flon f re irements: Weather proof construction. sel from Jee�, -Cleanouts' B- ---VGcuur16,moIded,- high impact -ond, abuse' resistant ABS high gloss sheet extrusion-resins-� Smoloth am vapor wi ou e high gloss --system 'designed expressly to.:Araw off -ste laden housp contained, ered exhaust and corrosion resistant; - Resists �stain ing: sticklng,�.- and boctericJ'growth- Ex�ess iquidl Greas fully W. pow --Chemical riabl box.---. Direct dr' �vo e W=- Interce tor 0 exterior- and interior. finish' harming Motor to be factory wired. to exterior - mounted JU --J verflo Jhe'fon motor. notion Recyclable material-- odular construction will allow passage through a -standard �X- W-�- xz6*4, service or e-(i-- Motor and drive assembly mountedon rubber_bearing. type rated 0 rye, A Sanitary white M -speed controller mounted in -203 cubic- feet.- Gardener gloss -000 hours, of minimum life.-,- Removable drive vssembly. as unit; for -easy access 'to -service -ond for - -4' door. Overall dimensions V 0` tall by C� 0 wide by 8' tong.� e sizeAs for 200, A Receptool C --B.L nom-overloading,'--dumir -_whe statisticall ept --tensie strength 5,100 PS1,- ASTM Q 6 8 -leaning fam'-housing; and duct vurn y and dynamically balanced. I -iber -SCHEMATIC Chan ic.tank sing_ a ASTM D 523;,flexurot modulus 270,000 PSI..ASTM,D 790; 1 907 3 .7- et. 620 CFM at �0. -fabricated roof 1/12 HP. -- SP. sone 80 PSI PVC SEWER- To.f Stiell pre 25 1,580 RPM 4.5 s Rigid 8* LODGE' with -the followin< Wds C. Minimum.- conversion tonk-copocity-of 200 cubic feet es per t6ifetriser --pipe.-'ASTM D 1784.'-vent--- pipe and fittings- -The pipe interior must be sm -minimize air:ftow -1 copociti ve �No Scale A end 6 nt duct ooth to, -prevent air leakage.- ro transitk s - - 11-connections are permariently,seded to� Toilet- Riser.- u to eet per Ris (CFM) loss f> vide necessary CLIb- F 2� -availbable, call for specification& ew e U -b t een -vent pip _bnd :�q ipment. Photovoltaic systems ore g. 4�L -Zv t 200 cubic, feet' - --7 7 hutes not ss thanf'-,-- K. �Top--of converskw�- tank- fncludes.ot designated area for the t -2 100 cubic f --A te Toilet ri manufactured of corrosim. resistonV polyester resin. Tensile strength 67 cubic feet- -placement:,of toilet c 3 -�-in&es by -54 inches. 50 cubic -66 ser 5 -or ui*num - - -300 PSI, ASTM. D 63B.' -Flexible strength 29,10G PSI ASTM 0,790. Flexural modulu .14. 1-3. x 106� 20 mil 4- feet coat white. - High. strength impact and-chernic(it -resistant open -front, white, hinged seoL7-- Rigid PVC `-Al CU en t t ior chute, -'cut to 4 gth. with;no Jo -ex er -in FR - ----- Model 101 W-(r uhwnum JAMBI! -3 3 Q;� Urinal shalt be emst r -6 Minimum -4 Z AY-T V-0,. Y �', 21 g, 4 411 7 lr--T WWJMLxn 4 J CU 7 CRM- Li -d CU 7 -A &; 1�7 - Z, - -F I .- - - - - -- � -- - - GRNDh C U- 16, �, ns\ d y CL -7: Cyr I - . �, 7- 1 - � 7 - �� -- 4 , 13 . ......... -N" (D -,v _7 a W XXI NO z V n -7� J. X X X N v - %I.A J -ZZ. $1 2 Z V A -TIELD --SECTIOW t BSORPTION J -0� 7�- TYPICAL;. Scale. I :�- � �-- ----77-7 -.- -t� - I �,. �' 2:- -:- -�- - . : --- - -- II �4 d C? Fril < 0 0 LU 6 W 0 Cr LLJ LL. 2 Z E M < E2 CO3 r- U. '0 0. 6 2 a) E cn UJ C, c 0 CZ ca Z5 CA. E -R LO co (n or CL Lo C ca CJ 11-� CZ r= C14 Q 0 CIL J-\ ri ;-- CA < co LrI ell .P-1 % C) Ln L) 0 aj cu ki W L4 f 1`1� g CL H6 2 C S. Ei E Z v no 6 0 < CX C. 0 , Z 0 W 04 . g C) 05 - � 0 U. A8 it X X c? X X A t S-1: L1J 7� LLJ ;46 - --f Li iy = �- 0 LJ 7- 7, -SHEET 21--Z %J -7Z C> C> -7- C> Now 77 A ? t "z� AZI1 7zm --7k n L JACOBS PROPERTY Tel EAST 1322.60 66.2' - - - - - - - - - - - - - - - - - - - - - 7 __�53T IW - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 rT ----------- Ile ........ I ------------------------ --- - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . loe 00, 0 -0./ 01 'Ole < 0 C GRAPHIC S AIE 40! PRIVATE ACCESS ROAD 120 0 3D .60 240 W AND UTILITY EASEMENT ............ 6% Z WOOD 00 ------------ �0 IN FTET rn + I inch 60 ft OUSM CONTOUR INTERVAL=2' .......... + OPE W_ Z_ loo, '00 C, E-; -PALICrT LLI Z + :31 S�TION'AREX LOT I 12.499 ACRES Tel. C-41 EXISTING + 1000 GAL r 3 Sv 0, SEPTIC TMK + 2 '0 TBACK EAN PLATTED BUILDING ENVEL -- - - - - - - - - - - - - OPE + - - - - - - - - - - - - -- - - PARKI - - - - - - - L7j- - - - - - - - - - - - - - - - - - - - - - 7 -7 2507 ------------------ '001 '0� PROPOSED CP *SHYLO* ELEV=1000.82 IYURTS COVERED STONE COBBLE 4� `TAJ ICI �AO OH ;ELECTR \ADE RESTROOk GA,!M Z Pole locat 1450-500 GALLON TIC I OR CONCRETE SEPPLAU�dl< scaled &;;q, EXVING LINED �EIOS Sketch b - or hing��04 PROPOSED DITCH.1 7)� Glenn Pay1mLr. AE TROOMI R UIRED) 9) 0 (PIPE IF REQ in Ring 40 .5447 T PS 0 C4 LOT 2 A It L 11.501 ACRES PROPOSED SEWER LIN LO 1A Alt 70.0' stiA.0 0 CD 8) - Northi 59W, P 3, PEN . . . . . . . . . . 0 '0 0 LOTS 21 EXIST PLATTED BUILDING ENVELOPE (N - - - - - - - - - - :7 UTILITY v. - - - - - - -EW- E ET 10 0 --- E 0 --------- t r Z rpEk 3)-N 95?. 3 khingi5ii::5 8� 773.6 11 � I 'It- \% -0 - 601- �(dkt UJI -VIFV AND- 51_Ut. b 0. o' t1k X �RAMT YD CN t2 0 V L3 FDRIV� E%M 110% GRAD SECTION 15 - I SECTION A U/CEDAR I JUNIP 'VAN V 0 N f Z XI 5)! W< OZ [dRIVE/PARKING hing- �56P4 532 ,.4) Ekist 6)_ ntn PIPE A401 DITCH IF NECESSARY OSINQ CHAMBER t 70.0' MIJE -USE* 6ATE� 0-net TAt* BtR1 4, AULOW I 1 9 GREA% 14TM &-PT-OR -IV20 2 - 0 S8954 24 W - _B_LM 1321 .1 6 58- - 1) North' 3.7316-Easting lcn:> NOTES X 0 Z. 1. DATE Of SURVEY. FEBRUARY 21. 2001. SURVEYOR'S 04 cin a:.- C-4 2. BASIS OF BEARING: SOO*16'19'W. 1152.3d ALONG THE EAST LINE OF UTE SPRINGS RANCH BETWEEEN A FOUND 5/8- REBAR AND 1 1/2- ALUMINUM CAP (LS 11204) MARKING THE NORTHEAST CORNER OF - LS 11204 LOT- 11- AND A FOUND -2 11r USGLO 13RASS CAR (IM). MARKING THE SOUTHEAST CORNER OF LOT 3 0 -7 SEE FIRST AMERICAN HErtITAGE TITLE CO.. COMMITMENT JES14675BOI-2 (DATED JANUARY 23. 2001) FOR Z ALL TITLE INFORMATION. LLJ -77= WV;N 4. ELEVATIONS ARE BASED ON ASSUMED VERTICAL DATUM. Lij Z ----- ------ 5. THERE WERE NO POSTED ADDRESSES AT THE TIME OF THIS SURVEY. THE PLATTED ADDRESSES ARE 22M 2240 AN D 2200 SPRING CREEK ROAD. W NOTES SET FORTH ON FINAL PLAT. UTE SPRINGS RANCH. RECEPTION No. 642742 ARE APPLICABLF_ 6. ALL LJJ PLATTED LOT LINES. 7- ALL BUILDING TIES SHOWN HEREON,ARE PERPENDICULAR TO THE. -12' OF SNOW COVER AT THE TIME OF THIS SURVEY SOME IMPROVEMENTS MAY NOT HAVE & DUE TO 6 BEEN LOCATED IR EIVED General Notes 1. Contact Apine Engineering. Inc. at least 48-hours prior to Installing any septic system Improvement 3 1 2002 M eC 0 2. Compact sewer trench . or density. or persoN enginsees r ornmendations. ENVI NNIENTAL ENVI 0) Provide risers on septic tanks to finish grade. EPARTMENT Uj V) HEALTH 4. Comply with all Eagle County and Colorado Department of Hoolth regulations regarding septic system CSPAM Installatiom 5. Provide inspection portals per Eagle County regulations.. 6. Provide rrinimum V horizontal distance between trees and sewer lines and septic tank. 7. Field-oligr sewer to ovoid existing trees. buildings and structures. & Provide 4! minimum cover and 2% minimum slope from building to septic tank. 0 9. Pro -Ado demoutg at bonds. and at 100' spacing (but not between don" tank and tee� kL 10. Sewerfine to be schedule 40 PVC under roads. SDR35 elsewhere. D, ch waII& 11. Provide V minimum between tren begin any sewer construction prior to notification of Alpine Engineering. Inc..- Glenn Palmer 12. Do not In to b eering. c- prior ackfill < 970-926-33TI The septic system Is also to be Inspected by Alpine Engin contact them for this purpose as well. Lj 13. Tee must have equal Invert out elevations leaving the tee. 14. We recommend that the Absorption Field be seeded after installation of the subsurface disposal system. A good noth* gross cover will promote evapotranspiration from the flelcl. We recommend using a seed mix 77 such as Foothills, Posture or Proble mix available at local food and seed stores. These mixes do not require 0 Irrigation orld develop a growth 10 to 15 Inches high. No automatic sprinkler system should be Installed -7. above the disposal field. V) -site sewage disposal system Is considerably different from public sewer 1 The OwrW must realize on on services. The Dwner must be aware of and assume the responsibility for continued maintenance of the U) system. We recommend the pumping of the septic at the end of the, first year of use to monitor sludge >_ < accumulation and c minimum of every two years afterwards. There are also daily considerations; such as not be carefully rnonitored so toilets are not allowed to run when seals malfunction. To Illustrate the point: It 0 water use must -bIodegradcbI6 material down the sewage disposal system. Also. M putting plas* or other non V) er do 1 11 ed to run. - should be fwted that c running toilet would consume In excess of 1000 gallons p y. f a ow ing (such as from running toilets). will flood and Irrevocably harm the system and stress the Excessive IW on -site wed 16. We also caution you against Installation of a water softener. The high levels of salt from the back wash of a water softener Is detrimental to all on -site sewage disposal systems ando separate drywell should be sto I M constructed ior backwash waste If a water softener Is InstallecL No landscaping or plastic cc n be In led over the dIsPosd field that will reduce the evapotranspiration from the field. 0 17. Provide rnhimum 10' separation between water and sewer fines. Or encase per Colorado Deportment of Health regulafans. 0 septic tcnk. and absorption trench comers cs__ required by e t�locatlon ties to sewer cleanoutg. 1 & Provid nt LO Eagle Cou y for ca-bults. and submit to AEL 19. 4' SDR 35 PVC, 0 2% min. slope. 4' bury before septic tank. 1.5Z after tank. 20. All lodge 9*tic tanks. dosing tank. grease trap to be concrete, 21. Restroom (30D-500 gallon) tank can be plastic (PE). 22. Provide 25 min. setbacks between leach fields and water services. 23. Provide enly one low point on water service from Lodge to Restroom. and positive minknum 12 grade up from lowpoint SRACEnw-_ -.ACRES; M 437 V "C A F FO D x _v cn -z_ SECTION 15 s BRASS FOUND 2 1/2 CAP ON 1" IRON PIPE 4, USGI-0 S- A PI-CE r z -Aq y C (D -x Field] Op Units Size Well Setback Pond/Ditch Field Table GPD Feet Setback -Feet Lodge Lot 3 -B-11374+129 108 3 Rows 0 1OCr and 4 Rows 0 93.7V 141- 91 Lodge Lot 2 -A- 11374 105 7 Rows 0 93.757 130 80 Yurt Re -C- 1129 Connects to Lodge FIeIJ "B" n/a 0 V) 5: LLj Ir 0 Z Y�S BRASS FOUND 2 1/2 _6 CAP ON 1' STEEL PIPE USGLO 918" 21 Northin67:��:5645.9636 .-tasting =J951.514 X1 X1 X1 X1 01 X X X X 0 X X X X , W 0 Z Z Y Z 31. L) W n LLJ M LLI X 0 0 0 -5 - SHEET 1 OF-_2